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JP5841369B2 - Reinforcement structure of water tank - Google Patents
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JP5841369B2 - Reinforcement structure of water tank - Google Patents

Reinforcement structure of water tank Download PDF

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JP5841369B2
JP5841369B2 JP2011161039A JP2011161039A JP5841369B2 JP 5841369 B2 JP5841369 B2 JP 5841369B2 JP 2011161039 A JP2011161039 A JP 2011161039A JP 2011161039 A JP2011161039 A JP 2011161039A JP 5841369 B2 JP5841369 B2 JP 5841369B2
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storage tank
water storage
reinforcing
linear
reinforcing frame
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JP2012067582A (en
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哲弘 竹田
哲弘 竹田
田中 義人
義人 田中
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Hokukon Co Ltd
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Description

本発明は、老朽化した地中埋設のコンクリート製防火水槽等のコンクリート製の貯水槽を内側から効果的に補強して該貯水槽の使用期間を延長させ得る貯水槽の補強構造に関するものである。   The present invention relates to a structure for reinforcing a water tank that can effectively reinforce a concrete water tank such as an aged underground buried fireproof water tank from the inside and extend the period of use of the water tank. .

例えば構築後50年程度を経過して老朽化したコンクリート製防火水槽等、老朽化した地中埋設の既存のコンクリート製貯水槽は、当時の緩い設計基準や設定荷重で構築されていて鉄筋量が少なく元々強度が弱かったことに加え、経年変化による内部鉄筋の腐食もあって、耐力低下が生じていた。取り分け道路下に設置された貯水槽にあっては、通過車両の大型化による疲労に伴ってひび割れが進行しており、貯水槽の頂版部や側壁部が破損する恐れも高かった。そしてこれらの老朽化貯水槽は特に地震発生時には、その作用荷重によって貯水槽のひび割れや貯水槽の頂板部や側壁部の破損が一気に生じ易すかった。   For example, existing concrete water tanks that have been buried underground, such as concrete fire tanks that have deteriorated after about 50 years have been built with loose design standards and set loads at the time, and the amount of rebar is low. In addition to the fact that the strength was weak originally and corrosion of internal rebar due to secular change, the yield strength was reduced. In the water tank installed under the road, cracks progressed with fatigue due to the size of the passing vehicle, and the top plate and side walls of the water tank were likely to be damaged. These aging water tanks were particularly prone to cracking of the water tank and damage to the top plate and side walls of the water tank at a stretch, particularly when an earthquake occurred.

このようなひび割れや破損が生ずると貯水槽内の水が外部に漏出することから、これらの老朽化貯水槽は、災害時に必要な貯水を確保できないという重大な不安を抱えていた。   When such cracks and breakage occur, the water in the water tank leaks to the outside, so these aging water tanks have a serious concern that they cannot secure the necessary water storage in the event of a disaster.

又、貯水槽の頂版部や側壁部の破損によって貯水槽の上部の道路が使用できなくなる事態を招来することともなった。   Moreover, the situation where the road of the upper part of a water tank becomes unusable by the damage of the top plate part of a water tank or a side wall part was also caused.

このような老朽化貯水槽については、これを取り壊して新規に構築するのが一般的であったが、施工経済の面から、老朽化貯水槽に適宜の補強を施した上で更に長期間に亘って使用できるようにして欲しいとの要望がでてきている。   For such an aged water tank, it was common to construct a new one by demolishing it, but from the viewpoint of construction economy, the aging water tank was appropriately reinforced for a longer period of time. There has been a demand for making it possible to be used throughout.

そのための補強構造の一例として、ひび割れ等のコンクリートの欠陥箇所に断面修復等の補修を行なった後に、繊維補強シートを貯水槽の内面に貼り付けて補強する補強構造が提案されている。しかし、繊維補強シートは非常に高価であるために施工コストの大幅な上昇を招く問題があったばかりか、湿度の高い環境下でコンクリート面にエポキシ樹脂等の接着剤を塗布して繊維補強シートを固定しなければならないことから施工品質にも不安があった。又、繊維補強シートを貼り付けた後の接着剤の養生期間が必要であって工期を短縮できなかった。加えてこの種の貯水槽は、現場打ち施工によるものであって、板材を並べて形成した型枠にコンクリートを打設して構築していたが、その型枠に段差や歪みが生じていたため、補強シートをコンクリート面に貼り付ける際には段差の修復施工を余分に行なわなければならない等、現場での微調整を要した。このように、繊維補強シートを貼り付ける補強構造には、相当な労力とコストを要したばかりか工期が長引き、又、施工品質にも不安がある等、種々の課題が残されていた。   As an example of a reinforcing structure for that purpose, there has been proposed a reinforcing structure in which a fiber reinforcing sheet is attached to the inner surface of a water tank and reinforced after repair such as cross-sectional repair is performed on a defective portion of concrete such as a crack. However, since the fiber reinforced sheet is very expensive, there is a problem that causes a significant increase in construction cost. In addition, an adhesive such as an epoxy resin is applied to the concrete surface in a high humidity environment to apply the fiber reinforced sheet. There was concern about the construction quality because it had to be fixed. Moreover, the curing period of the adhesive after attaching the fiber reinforced sheet is necessary, and the construction period cannot be shortened. In addition, this type of water tank was constructed on site and was constructed by placing concrete on a formwork formed by arranging plate materials, but there were steps and distortions in the formwork. When affixing the reinforcing sheet on the concrete surface, it was necessary to make fine adjustments at the site, such as having to perform extra repair work on the steps. As described above, the reinforcing structure to which the fiber reinforced sheet is attached has various problems such as not only requiring considerable labor and cost, but also a long construction period and uneasy construction quality.

老朽化した貯水槽を補強する他の補強構造としては、特許文献1記載のものが提案されている。この補強構造は、空隙率の高い樹脂製の枠体ユニットを、貯水槽の底版部に敷き並べると共に貯水槽の頂版部近傍まで積み上げ、頂版部と最上段の枠体ユニットとの隙間に軽量発泡スチロール材等の充填材を充填することによって、該頂版部に作用する土圧や自動車荷重等の上載荷重を該枠体ユニットと充填材とで支持して頂版部の崩落を防止せんとするものであった。又、前記底版部から積み上げた最外側の枠体ユニットと貯水槽の側壁部との隙間に充填材を充填することによって貯水槽を内側から補強して堅牢性を向上させ、該側壁部が内側に傾いたり崩落するのを防止せんとするものであった。   As another reinforcing structure that reinforces an aged water storage tank, a structure described in Patent Document 1 has been proposed. In this reinforcing structure, a resin frame unit with a high porosity is laid out on the bottom plate part of the water storage tank and stacked near the top plate part of the water storage tank, in the gap between the top plate part and the uppermost frame unit. Filling with a filler such as lightweight polystyrene foam material prevents the top plate from collapsing by supporting the top load such as earth pressure and automobile load acting on the top plate with the frame unit and the filler. Was. Further, the water tank is reinforced from the inside by filling the gap between the outermost frame unit stacked from the bottom plate part and the side wall part of the water tank to improve the robustness, and the side wall part is arranged on the inner side. It was intended to prevent it from leaning or falling.

しかしながら、かかる補強構造には次のような問題点があった。即ち、前記のように、頂版部と最上段の枠体ユニットとの隙間や側壁部と最外側の枠体ユニットとの隙間に、全体に亘って均等に充填材を充填しなければならなかったが、これらの隙間の全体に隙間なく充填材を充填することは非常に難しく多大の施工手間を要した。又、往々にして充填が不完全となり易く頂版部や側壁部の変位抑制が不完全になりやすかった。かかる充填を略完全に行なうことができたとしても、樹脂製の枠体ユニットは撓みやすいために、この撓みによって荷重支持が不確実となり、頂版部や側壁部の変位を抑制するのに十分な性能を有していなかった。かかることから、老朽化した防火水槽を内側から支持することによって貯水槽の頂版部や側壁部が内側に傾いたり崩落するのを確実に防止して貯水槽の堅牢性を向上させるという所期の目的を達成し難いものであった。加えて、このように枠体ユニットを貯水槽の内部に収容する場合は、その収容作業のために足場を組み立てる必要があるが、貯水槽内への足場部材の搬入や貯水槽内での足場の組み立て、作業後の足場の解体とその搬出に相当の労力とコストを要する問題もあった。   However, this reinforcing structure has the following problems. That is, as described above, the gap between the top plate portion and the uppermost frame unit and the gap between the side wall portion and the outermost frame unit must be uniformly filled throughout. However, it was very difficult to fill the entire gaps with the filler without any gaps, and a great deal of labor was required. In addition, the filling tends to be incomplete, and the displacement suppression of the top plate part and the side wall part tends to be incomplete. Even if such filling can be performed almost completely, the resin frame unit is easily bent, so that the load support is uncertain due to this bending and is sufficient to suppress displacement of the top plate portion and the side wall portion. Did not have a good performance. Therefore, by supporting the aged fire prevention water tank from the inside, the top plate part and the side wall part of the water tank are surely prevented from inclining or collapsing inward, and the robustness of the water tank is improved. It was difficult to achieve the purpose. In addition, when the frame unit is housed in the water tank as described above, it is necessary to assemble a scaffold for the housing work, but it is necessary to assemble the scaffold member into the water tank or the scaffold in the water tank. There was also a problem that required considerable labor and cost to assemble, dismantle the scaffold after the work and carry it out.

更に、貯水槽の維持管理のために貯水槽の内部を目視検査しようとしても、収容した枠体ユニットが邪魔になって目視できない問題があった。又仮に、部分的に目視できたとしても、収容した枠体ユニットが邪魔になって作業者が貯水槽の内部を移動できず、必要な補修を行なうことができない問題もあった。   Furthermore, even when trying to visually inspect the inside of the water tank for the maintenance of the water tank, there is a problem that the housed frame unit is in the way and cannot be seen. Moreover, even if it was partially visible, there was a problem that the housed frame unit was in the way and the operator could not move inside the water storage tank and required repairs could not be performed.

なお、作業者が貯水槽の内部を移動できて、必要な補修を施し得るように構成された補強構造として、貯水槽の内部の周囲部分に通路を形成したタイプのものが特許文献2で提案されているが、かかる補強構造によるときは、貯水槽の側壁部に加わる土圧を支持できない問題があった。   Patent Document 2 proposes a type of reinforcing structure configured so that an operator can move inside the water tank and perform necessary repairs, with a passage formed in the inner periphery of the water tank. However, when such a reinforcing structure is used, there is a problem that the earth pressure applied to the side wall portion of the water storage tank cannot be supported.

特開2007−314217号公報JP 2007-314217 A 特開2010−53628号公報JP 2010-53628 A

本発明は、前記従来の問題点に鑑みて開発されたものであり、老朽化した地中埋設のコンクリート製貯水槽を内側から効果的に補強することを基本として、貯水槽の耐力を向上させて貯水槽の破損を抑制し、該老朽化貯水槽の使用期間を延長させ得る貯水槽の補強構造の提供を課題とするものである。又本発明は、かかる耐力の向上によって、貯水槽の頂版部や側壁部の破損を抑制し、貯水槽の上部の道路や周辺環境への二次被害を防止できる貯水槽の補強構造の提供を課題とするものである。又本発明は、施工現場の荷重状況に合わせて貯水槽を適切に補強可能として施工性向上と施工コストの低減を期し得る貯水槽の補強構造の提供を課題とするものである。   The present invention was developed in view of the above-mentioned conventional problems, and is based on the concept of effectively reinforcing an aged underground buried water tank from the inside to improve the yield strength of the water tank. It is an object of the present invention to provide a reinforcing structure for a water storage tank that can prevent damage to the water storage tank and extend the period of use of the aging water storage tank. In addition, the present invention provides a water tank reinforcement structure capable of preventing damage to the top plate and side walls of the water tank and preventing secondary damage to the road and the surrounding environment above the water tank by improving the yield strength. Is an issue. Moreover, this invention makes it a subject to provide the reinforcement structure of the water tank which can expect a workability improvement and reduction of construction cost by making it possible to reinforce a water tank appropriately according to the load condition of a construction site.

又本発明は、貯水槽の内部の目視点検を可能とすると共に必要な補修を施すのを容易化し得る貯水槽補強構造の提供を課題とするものである。   Another object of the present invention is to provide a water tank reinforcing structure that enables visual inspection of the inside of the water tank and facilitates necessary repairs.

又本発明は、簡易な手段によって貯水槽の漏水を防止できる貯水槽の補強構造の提供を課題とするものである。   Moreover, this invention makes it a subject to provide the reinforcement structure of the water tank which can prevent the water leak of a water tank by simple means.

前記課題を解決するため本発明は以下の手段を採用する。
即ち本発明に係る貯水槽の補強構造の第1の態様は、コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされている。そして前記補強枠体は、その内部に、前記貯水槽の延長方向に延長して作業者の移動を可能とする作業路が設けられており、該作業路の上側部分は、前記直線棒状支持杆を、上に突のV字状を呈する如く連結して構成されると共に、該作業路の下側部分は、前記直線棒状支持杆を、下に突のV字状を呈する如く連結して構成されていることを特徴とするものである。
In order to solve the above problems, the present invention employs the following means.
That is, the first aspect of the water tank reinforcing structure according to the present invention is a reinforcing structure for reinforcing the inside of the concrete water tank, and is configured by connecting the straight bar-shaped support rods having a straight bar shape as required. A reinforcing frame having a three-dimensional form is accommodated in the water storage tank, and upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame are provided between the top plate portion and the bottom plate portion of the water storage tank. The upper pressing contact portion applies a tensile force to the top plate portion and the lower pressing contact portion applies a tensile force to the bottom plate portion. The pressing contact portions on both sides provided on both sides when viewed in the horizontal direction of the reinforcing frame body are stretched between the opposing side wall portions of the water storage tank via the reinforcing frame body. The pressing contact portion applies a tension force to the side wall portion. The reinforcing frame is provided therein with a work path that extends in the direction of extension of the water storage tank and allows an operator to move, and an upper portion of the work path is provided with the linear bar-like support rod. And the lower portion of the working path is configured by connecting the straight bar-like supporting rods so as to form a V-shaped protrusion below. It is characterized by being.

本発明に係る貯水槽の補強構造の第2の態様は、前記第1の態様において、前記補強枠体は、前記直線棒状支持杆相互を連結部材を介して所要に連結して構成された単位枠体が前記貯水槽の延長方向に所要間隔を置いて並設されると共に、該連結部材には、前記延長方向に延長する直線状繋ぎ杆を挿通させ得る繋ぎ孔が設けられており、下に突のV字状を呈する前記下側部分のV字の両上端は前記連結部材に連結されており、該両上端に存する連結部材に設けられている両上端の繋ぎ孔は夫々、前記延長方向で見て、孔心を共通にして水平連通状態にあり、該2列の連通繋ぎ孔の夫々に前記直線状繋ぎ杆が水平状態に挿通されており、該2本の直線状繋ぎ杆は、足場用部材の両端部分を下方から支持できることを特徴とするものである。According to a second aspect of the reinforcing structure for a water storage tank according to the present invention, in the first aspect, the reinforcing frame body is configured by connecting the linear rod-shaped support rods to each other via a connecting member. The frame body is juxtaposed with a required interval in the extension direction of the water tank, and the connecting member is provided with a connecting hole through which a linear connecting rod extending in the extending direction can be inserted. Both upper ends of the V-shape of the lower portion having a projecting V shape are connected to the connecting member, and connecting holes at both upper ends provided in the connecting member at the both upper ends are respectively the extensions. When viewed from the direction, the hole cores are in a horizontal communication state, and the linear connection rods are inserted in the horizontal state into the two rows of communication connection holes, and the two linear connection rods are The two end portions of the scaffold member can be supported from below.

本発明に係る貯水槽の補強構造の第3の態様は、コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされている。そして前記補強枠体は、前記直線棒状支持杆と、該直線棒状支持杆相互を連結する連結部材とを具えており、該連結部材は、多角形板状の連結板を以てなり、該連結板の外周面には、長方形状又は正方形状を呈する平坦な規制当接面が設けられると共に、該連結板の中心と各辺の中央点とを結んだ線上において、同心円状で、円形の連結孔が設けられており、又、該直線棒状支持杆の端部にコ字状部材を以てなる第1の連結部が設けられており、該コ字状部材は、対向する挾持片間に形成された挿入溝部の平坦な溝底面が前記規制当接面に当接した状態で、該両挾持片の夫々に同心に設けられている挿通孔と前記連結孔とが連通状態となされ、該連通する連通孔に、前記両挾持片の一方側からボルトのネジ軸部が挿通されると共に他方の挾持片から突出したネジ軸部分にナットが螺合され締め付けられることによって前記第1の連結部を前記連結部材に連結させ得ることを特徴とするものである。A third aspect of the water tank reinforcing structure according to the present invention is a reinforcing structure that reinforces the inside of a concrete water tank, and is a tertiary structure that is configured by connecting linear rod-shaped support rods having a straight bar shape as required. A reinforcing frame body having an original shape is accommodated inside the water storage tank, and upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are between the top plate portion and the bottom plate portion of the water storage tank. It is disposed in a stretched state via the reinforcing frame, and the upper pressing contact portion applies a tensile force to the top plate portion, and the lower pressing contact portion applies a tensile force to the bottom plate portion. And the pressing contact portions on both sides provided on both sides of the reinforcing frame viewed in the horizontal direction are stretched between the opposing side wall portions of the water storage tank via the reinforcing frame. It is arrange | positioned and this press contact part is made to give tension force to this side wall part. The reinforcing frame includes the linear rod-shaped support rods and a connecting member for connecting the linear rod-shaped support rods, and the connecting member includes a polygonal plate-shaped connecting plate, The outer peripheral surface is provided with a flat regulating contact surface having a rectangular shape or a square shape, and a concentric circular connection hole is formed on a line connecting the center of the connection plate and the center point of each side. A first connecting portion having a U-shaped member is provided at an end of the linear rod-shaped support rod, and the U-shaped member is an insertion formed between opposing holding pieces. In a state where the flat groove bottom surface of the groove portion is in contact with the regulation contact surface, the insertion hole provided concentrically with each of the holding pieces and the connection hole are in communication with each other, and the communication hole is in communication with each other. The screw shaft portion of the bolt is inserted from one side of the both holding pieces and the other holding piece It is characterized in that which can be connected to the connecting member the first coupling portion by the nut is tightened screwed to the screw shaft portion projecting from the.

本発明に係る貯水槽の補強構造の第4の態様は、前記第3の態様において、前記連結部材は正八角形板状を呈することを特徴とするものである。The 4th aspect of the reinforcement structure of the water storage tank which concerns on this invention is a said 3rd aspect, The said connection member exhibits regular octagonal plate shape, It is characterized by the above-mentioned.

本発明に係る貯水槽の補強構造の第5の態様は、コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされており、前記補強枠体に設けられている前記押圧当接部は、長さ調整可能な押圧部材の先端部分に設けられていることを特徴とするものである。A fifth aspect of the water tank reinforcing structure according to the present invention is a reinforcing structure that reinforces the inside of a concrete water tank, and is a tertiary structure that is configured by connecting linear rod-shaped support rods having a straight bar shape as required. A reinforcing frame body having an original shape is accommodated inside the water storage tank, and upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are between the top plate portion and the bottom plate portion of the water storage tank. It is disposed in a stretched state via the reinforcing frame, and the upper pressing contact portion applies a tensile force to the top plate portion, and the lower pressing contact portion applies a tensile force to the bottom plate portion. And the pressing contact portions on both sides provided on both sides of the reinforcing frame viewed in the horizontal direction are stretched between the opposing side wall portions of the water storage tank via the reinforcing frame. Arranged so that the pressing contact portion applies a tension force to the side wall portion, and the reinforcement The pressing contact portion provided in the body, is characterized in that provided at the tip portion of the length adjustable pressing member.

本発明に係る貯水槽の補強構造の第6の態様は、前記第5の態様において、前記補強枠体は、その内部に、前記貯水槽の延長方向に延長して作業者の移動を可能とする作業路が設けられていることを特徴とするものである。According to a sixth aspect of the water tank reinforcing structure according to the present invention, in the fifth aspect, the reinforcing frame is extended in the extension direction of the water tank to allow movement of the operator. A working path is provided.

本発明に係る貯水槽の補強構造の第7の態様は、コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされている。そして前記貯水槽の前記側壁部の内側面及び前記底版部の上面の全体又は所要部位に、弾性伸縮性を有する防水塗膜が形成されており、前記押圧当接部は、該防水塗膜を覆う保護材の表面に当接されていることを特徴とするものである。又、「前記貯水槽の前記側壁部の内側面及び前記底版部の上面の全体又は所要部位に、弾性伸縮性を有する防水塗膜が形成されており、前記押圧当接部は、該防水塗膜を覆う保護材の表面に当接されている」なる構成要件は、前記第1〜6の何れかの態様に係る貯水槽の補強構造に付加することもできる。7th aspect of the reinforcement structure of the water storage tank which concerns on this invention is a reinforcement structure which reinforces the inside of a concrete water storage tank, Comprising: The tertiary which comprised the linear rod-shaped support rod which exhibits a straight-bar shape required, and was comprised. A reinforcing frame body having an original shape is accommodated inside the water storage tank, and upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are between the top plate portion and the bottom plate portion of the water storage tank. It is disposed in a stretched state via the reinforcing frame, and the upper pressing contact portion applies a tensile force to the top plate portion, and the lower pressing contact portion applies a tensile force to the bottom plate portion. And the pressing contact portions on both sides provided on both sides of the reinforcing frame viewed in the horizontal direction are stretched between the opposing side wall portions of the water storage tank via the reinforcing frame. It is arrange | positioned and this press contact part is made to give tension force to this side wall part. And the waterproof coating film which has elastic elasticity is formed in the whole inner surface of the side wall part of the water storage tank, and the upper surface of the bottom slab part, or a required part, and the press contact part is the waterproof coating film. It is characterized by being in contact with the surface of the protective material to be covered. Further, “a waterproof coating film having elastic elasticity is formed on the entire inner surface or the required portion of the inner side surface of the side wall portion and the bottom plate portion of the water tank, and the pressing contact portion is formed of the waterproof coating. The constituent requirement “abutted on the surface of the protective material covering the membrane” can be added to the reinforcing structure of the water storage tank according to any one of the first to sixth aspects.

本発明は以下の如き優れた効果を奏する。
(1) 本発明は、貯水槽の内部に三次元形態を呈する補強枠体が収容されており、該補強枠体に設けた上下の押圧当接部が貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設されていると共に、該補強枠体の水平方向で見た両側に設けた左右の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設されている。
The present invention has the following excellent effects.
(1) In the present invention, a reinforcing frame body having a three-dimensional form is accommodated inside the water tank, and the upper and lower pressing contact portions provided on the reinforcing frame body are a top plate portion and a bottom plate portion of the water tank. The left and right pressing contact portions provided on both sides when viewed in the horizontal direction of the reinforcing frame are provided between the opposing side wall portions of the water storage tank. It is arranged in a stretched state via the reinforcing frame.

このように本発明は、上下の押圧当接部や左右の押圧当接部を、三次元形態を呈する補強枠体に設けるため、これらの押圧当接部を、貯水槽の耐力や劣化状況を考慮して設定された必要箇所に所要の突っ張り力を付与できるように該補強枠体に高い自由度で設けることができる。   Thus, in the present invention, the upper and lower pressing contact portions and the left and right pressing contact portions are provided on the reinforcing frame body exhibiting a three-dimensional form. The reinforcing frame can be provided with a high degree of freedom so that a required tension force can be applied to a necessary portion set in consideration.

かかることから本発明によるときは、老朽化した地下埋設の貯水槽を内側から効果的に補強でき、これによって、貯水槽の耐力を向上させて貯水槽の破損を抑制し、老朽化貯水槽の使用期間を延長させることができる。又、このように貯水槽の耐力を向上させることによって貯水槽の頂版部や側壁部の破損を抑制できるため、貯水槽の上部の道路や周辺環境への二次被害を防止できることともなる。そして本発明は、補強枠体に押圧当接部を設ける構成を採用するため、補強を要する場所に、必要な補強の程度に応じた突っ張り力を付与するのが容易であり、施工性向上と施工コストの低減を期し得る。   Therefore, according to the present invention, it is possible to effectively reinforce an aged underground buried water tank from the inside, thereby improving a water tank's strength and suppressing a damage to the water tank. Use period can be extended. Moreover, since the damage to the top plate part and the side wall part of the water tank can be suppressed by improving the yield strength of the water tank in this way, secondary damage to the road and the surrounding environment above the water tank can be prevented. And since this invention employ | adopts the structure which provides a press contact part in a reinforcement frame, it is easy to give the tension force according to the grade of required reinforcement to the place which requires reinforcement, and workability improvement. The construction cost can be reduced.

(2) 本発明に係る補強構造は、三次元形態を呈する補強枠体を貯水槽の内部に収容するため、従来のように貯水槽の内部に枠体ユニットを積み上げる場合とは異なり、該補強枠体を構成する直線棒状支持杆の間を通して貯水槽の内部を目視点検でき、又、補強枠体の内部を作業者が移動できるように該補強枠体を構成することが比較的容易であるため、貯水槽の内部に必要な補修を施しやすい。 (2) Since the reinforcing structure according to the present invention accommodates a reinforcing frame body having a three-dimensional form inside the water tank, unlike the conventional case where the frame body unit is stacked inside the water tank, the reinforcing frame is It is relatively easy to configure the reinforcing frame so that the inside of the water storage tank can be visually inspected through the straight rod-like support rods constituting the frame, and the operator can move inside the reinforcing frame. Therefore, it is easy to perform necessary repairs inside the water tank.

(3) 前記補強枠体の内部に、貯水槽の延長方向に延長して作業者の移動を可能とする作業路を設ける場合は、作業者が補強枠体の内部を移動することが可能となるため、該補強枠体の組み立て施工の容易化を達成できる。又、貯水槽の内部の点検作業や補修作業の容易化を達成できる。 (3) In the case where a work path is provided in the reinforcement frame that extends in the direction of extension of the water storage tank so that the worker can move, the worker can move inside the reinforcement frame. Therefore, facilitation of assembly work of the reinforcing frame can be achieved. In addition, it is possible to facilitate the inspection work and repair work inside the water tank.

特に、該作業路を、正面視で菱形状を呈したものとし、その上側部分が上に突のV字状を呈する如く構成し且つその下側部分を下に突のV字状を呈する如く構成する場合は、該作業路を上下に大きく拡張した状態となし得るため、作業路における作業者の移動の容易化を達成できる。   In particular, the work path is assumed to have a rhombus shape when viewed from the front, and the upper portion thereof is configured to have a protruding V shape, and the lower portion thereof has a protruding V shape. In the case of the configuration, since the work path can be greatly expanded vertically, it is possible to facilitate the movement of the worker on the work path.

(4) このように作業路を、上下に拡張させる場合、V字状を呈する下側部分に関し、そのV字の両上端位置で、平行する2本の直線状繋ぎ杆を配設し、該2本の直線状繋ぎ杆が、足場用部材の両端部分を下方から支持するように構成する場合は、作業者がこの足場に乗って高所作業を行ない得るため、高さの高い貯水槽の補強構造を構成する際に該補強構造の組み立て施工の容易化を達成できる。所要の組み立て作業が完了した後は、該足場用部材を取り外すことによって補強構造を構成できる。 (4) When the work path is expanded vertically as described above, two linear connecting rods that are parallel to each other at the upper end positions of the V-shape are disposed on the lower portion that exhibits the V-shape. In the case where two linear tethers are configured to support both ends of the scaffold member from below, since the worker can work on the scaffold and perform work at a high place, When constructing the reinforcing structure, it is possible to facilitate the assembly work of the reinforcing structure. After the required assembling work is completed, the reinforcing structure can be configured by removing the scaffold member.

(5) 前記補強枠体を、直線棒状支持杆相互を連結部材を用いて構成する場合において、該連結部材を、正多角形板状の連結板を以て構成し、該連結板の外周面には、長方形状又は正方形状を呈する平坦な規制当接面が設けられたものとし、又、該連結板の中心と各辺の中心点とを結んだ線上において、同心円上で円形の連結孔を設ける構成を採用し、加えて、前記直線棒状支持杆の端部に、前記規制当接面に当接し得る平坦な溝底面を有するコ字状部材を以てなる第1の連結部を設ける構成を採用した場合は、次のような特別な効果を奏する。 (5) In the case where the reinforcing frame body is constituted by connecting the straight rod-like support rods using a connecting member, the connecting member is constituted by a regular polygonal plate-like connecting plate, and the outer peripheral surface of the connecting plate In addition, a flat regulating contact surface having a rectangular shape or a square shape is provided, and a concentric circular connection hole is provided on a line connecting the center of the connection plate and the center point of each side. In addition, a configuration is adopted in which a first connecting portion including a U-shaped member having a flat groove bottom surface capable of coming into contact with the restriction contact surface is provided at an end portion of the linear rod-like support rod. In this case, the following special effects are produced.

即ち、前記第1の連結部の溝底面を前記規制当接面に当接させた状態とすることにより、該第1の連結部を連結部材に連結する際、1本のボルトを用いるだけで、該第1の連結部の前記連結部材に対する回り止めを簡易且つ経済的に達成できることになる。又、前記連結部材に対する前記第1の連結部の連結状態が、前記規制当接面と前記溝底面とが面接触の当接状態で行なわれることになるため、該連結部分に圧縮荷重が作用する場合、これを安定的に支持できることになる。更に、このように1本のボルトを用いて第1の連結部と連結部材とを連結して補強構造を組み立てるため、貯水槽の内部をメンテナンスする際においては該ボルトを取り外すことによって補強構造を分解でき、所要のメンテナンス後に補強構造を再び組み立てることもできる。   That is, when the groove bottom surface of the first connecting portion is brought into contact with the regulation contact surface, only one bolt is used when connecting the first connecting portion to the connecting member. Thus, the rotation of the first connecting portion with respect to the connecting member can be easily and economically achieved. In addition, since the connection state of the first connection portion with respect to the connection member is performed in a state where the restriction contact surface and the groove bottom surface are in contact with each other, a compressive load acts on the connection portion. In this case, this can be supported stably. Furthermore, in order to assemble the reinforcing structure by connecting the first connecting part and the connecting member using one bolt in this way, when maintaining the inside of the water storage tank, the reinforcing structure is removed by removing the bolt. It can be disassembled and the reinforcement structure can be reassembled after the required maintenance.

特に、前記連結部材が正八角形板状を呈する場合は、上下方向、水平方向、斜め方向と、各種方向から該連結部材に向かう直線棒状支持杆を該連結部材に連結できることになる。かかることから、前記補強枠体を1種類の連結部材を用いて簡易に構成することが可能となり、補強枠体の組み立て施工の簡易化と施工コストの低減を達成できることになる。   In particular, when the connecting member has a regular octagonal plate shape, it is possible to connect the straight rod-shaped support rods that are directed to the connecting member from various directions, such as the vertical direction, the horizontal direction, and the oblique direction, to the connecting member. For this reason, the reinforcing frame can be easily configured using one type of connecting member, and the assembly work of the reinforcing frame can be simplified and the construction cost can be reduced.

(6) 前記押圧当接部を、前記補強枠体に設けられて長さ調整可能な押圧部材の先端部分に設ける構成を採用する場合は、上下の押圧当接部や左右の押圧当接部による突っ張り力の設定を、補強箇所の状況に応じて所要に調整するのが容易となる。 (6) When adopting a configuration in which the pressing contact portion is provided at the tip portion of the pressing member that is provided on the reinforcing frame and can be adjusted in length, the upper and lower pressing contact portions and the left and right pressing contact portions It becomes easy to adjust the setting of the tension force by according to the situation of the reinforcing part.

(7) 前記貯水槽の前記側壁部の内側面及び前記底版部の上面の全体、又は該内側面や該底版部の上面の所要部位に、弾性伸縮性を有する防水塗膜を形成し、前記押圧当接部を該防水塗膜を覆う保護材の表面に当接させる構成を採用するときは、貯水槽の内部に生じたクラックがある程度拡張したときにも該防水塗膜が弾性的に延びてこれに追随でき、貯水槽の貯留水の漏水をより確実に防止できることになる。そして、前記押圧当接部は、該防水塗膜を覆う保護材の表面に当接されるため、該押圧当接部が防水塗膜を損傷する恐れもない。 (7) forming a waterproof coating having elastic elasticity on the entire inner surface of the side wall portion and the upper surface of the bottom plate portion of the water tank, or on a required portion of the inner surface or the upper surface of the bottom plate portion, When adopting a configuration in which the pressing contact portion is brought into contact with the surface of the protective material covering the waterproof coating, the waterproof coating extends elastically even when a crack generated inside the water storage tank expands to some extent. Therefore, it is possible to more reliably prevent leakage of water stored in the water tank. And since the said press contact part is contact | abutted on the surface of the protective material which covers this waterproofing coating film, this press contact part does not have a possibility of damaging a waterproof coating film.

本発明に係る補強構造を示す一部欠切斜視図である。It is a partially cutaway perspective view showing a reinforcing structure according to the present invention. 本発明に係る補強構造の全体構成を説明する斜視図である。It is a perspective view explaining the whole reinforcement structure concerning the present invention. 本発明に係る補強構造を構成する単位枠体の構成を示す正面図である。It is a front view which shows the structure of the unit frame which comprises the reinforcement structure which concerns on this invention. 補強構造を示す側面図である。It is a side view which shows a reinforcement structure. 補強構造を示す平面図である。It is a top view which shows a reinforcement structure. 補強構造を示す部分斜視図である。It is a fragmentary perspective view which shows a reinforcement structure. 直線棒状支持杆を示す斜視図である。It is a perspective view which shows a linear rod-shaped support rod. 直線棒状支持杆の端部の第1の連結部とこれが連結される連結部材を示す斜視図である。It is a perspective view which shows the 1st connection part of the edge part of a linear rod-shaped support rod, and the connection member with which this is connected. 第1の連結部を連結部材に連結した状態を示す側面図と平面図である。It is the side view and top view which show the state which connected the 1st connection part to the connection member. 第1の押圧部材の構成を説明する分解斜視図である。It is a disassembled perspective view explaining the structure of a 1st press member. 第1の押圧部材を連結部材に連結した状態を示す一部断面側面図とその連結部分の構成を説明する平面図である。It is a partial sectional side view which shows the state which connected the 1st press member to the connection member, and the top view explaining the structure of the connection part. 隣り合う連結部材相互を連結する直線状繋ぎ杆と、該直線状繋ぎ杆に連結される第2の押圧部材を示す斜視図である。It is a perspective view which shows the 2nd press member connected with the linear connecting rod which connects adjacent connecting members mutually, and this linear connecting rod. 第2の押圧部材が連結された直線状繋ぎ杆を連結部材に連結した状態で示す斜視図である。It is a perspective view shown in the state where the linear tether to which the 2nd press member was connected was connected to the connecting member. その断面図である。FIG. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態の各態様を示す正面図である。It is a front view which shows each aspect of the connection state of the linear rod-shaped support rod with respect to a connection member and a 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 連結部材に対する直線棒状支持杆と第1の押圧部材の連結状態のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection state of the linear rod-shaped support rod with respect to a connection member, and the 1st press member. 本発明に係る補強構造を構成する端部枠体の構成を示す正面図である。It is a front view which shows the structure of the edge part frame which comprises the reinforcement structure which concerns on this invention. 直線状繋ぎ杆の中間部分を連結部材に固定する固定手段を示す斜視図と断面図である。It is the perspective view and sectional drawing which show the fixing means which fixes the intermediate part of a linear connecting rod to a connection member. 直線状繋ぎ杆の端部側を連結部材に固定する固定手段を示す断面図である。It is sectional drawing which shows the fixing means which fixes the edge part side of a linear connecting rod to a connection member. 貯水槽の内面に防水塗膜を形成した状態を示す断面図である。It is sectional drawing which shows the state which formed the waterproof coating film in the inner surface of the water tank. 補強構造のベース枠部を構成した状態を示す斜視図である。It is a perspective view which shows the state which comprised the base frame part of the reinforcement structure. そのベース枠部を示す正面図である。It is a front view which shows the base frame part. そのベース枠部の上側に三角形枠部を形成した状態を示す正面図である。It is a front view which shows the state which formed the triangular frame part above the base frame part. 構成された補強枠体を示す正面図である。It is a front view which shows the comprised reinforcement frame. 構成された補強構造を示す正面図である。It is a front view which shows the comprised reinforcement structure. 補強構造を構成する端部下枠部材を示す正面図である。It is a front view which shows the edge part lower frame member which comprises a reinforcement structure. その上に三角形枠部を構成した状態を示す正面図である。It is a front view which shows the state which comprised the triangular frame part on it. 補強枠体の端部側を示す正面図である。It is a front view which shows the edge part side of a reinforcement frame. 補強構造の端部側を示す正面図である。It is a front view which shows the edge part side of a reinforcement structure. 平行する2本の直線状繋ぎ杆に足場用部材の両端部分を載置して構成された足場を示す正面図である。It is a front view which shows the scaffold comprised by mounting the both ends of the member for scaffolding on two linear connecting rods in parallel. 補強構造の他の態様を示す斜視図である。It is a perspective view which shows the other aspect of a reinforcement structure. その正面図である。It is the front view. その補強構造の端部側を示す正面図である。It is a front view which shows the edge part side of the reinforcement structure. その補強構造の側面図である。It is a side view of the reinforcement structure. その補強構造の平面図である。It is a top view of the reinforcement structure. 補強構造のその他の態様を示す正面図である。It is a front view which shows the other aspect of a reinforcement structure. その部分斜視図である。It is the fragmentary perspective view. 補強構造のその他の態様を示す正面図である。It is a front view which shows the other aspect of a reinforcement structure. その平面図である。FIG. 隔壁部で左右に二分割されている貯水槽の内部に構成した補強構造を示す側面図である。It is a side view which shows the reinforcement structure comprised inside the water storage tank divided into right and left by the partition part. 円筒状の貯水槽の内部に構成した補強構造を示す一部欠切斜視図である。It is a partially cutaway perspective view showing a reinforcing structure configured inside a cylindrical water tank. その補強構造の全体構成を示す斜視図である。It is a perspective view which shows the whole structure of the reinforcement structure. その補強構造の平面図である。It is a top view of the reinforcement structure. その補強構造の側面図である。It is a side view of the reinforcement structure. その側面図の部分拡大図である。It is the elements on larger scale of the side view. その補強構造を示す部分斜視図である。It is a fragmentary perspective view which shows the reinforcement structure. 円筒状の貯水槽における補強構造の他の態様を示す平面図とその部分拡大図である。It is the top view which shows the other aspect of the reinforcement structure in a cylindrical water tank, and its partial enlarged view. 円筒状の貯水槽における補強構造のその他の態様を示す平面図とその部分拡大図である。It is the top view which shows the other aspect of the reinforcement structure in a cylindrical water tank, and its partial enlarged view. 円筒状の貯水槽における補強構造のその他の態様を示す平面図とその部分拡大図である。It is the top view which shows the other aspect of the reinforcement structure in a cylindrical water tank, and its partial enlarged view. 円筒状の貯水槽における補強構造のその他の態様を示す平面図とその部分拡大図である。It is the top view which shows the other aspect of the reinforcement structure in a cylindrical water tank, and its partial enlarged view. 円筒状の貯水槽における補強構造のその他の態様を示す平面図とその部分拡大図である。It is the top view which shows the other aspect of the reinforcement structure in a cylindrical water tank, and its partial enlarged view. 連結部材の他の態様を、直線棒状支持杆の連結側と共に示す斜視図と、該連結部材に直線棒状支持杆を連結した状態を示す斜視図及びその連結状態の平面図と側面図である。They are the perspective view which shows the other aspect of a connection member with the connection side of a linear rod-shaped support rod, the perspective view which shows the state which connected the linear rod-shaped support rod to this connection member, and the top view and side view of the connection state. 正多角形状を呈する連結板のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection board which exhibits regular polygon shape. 円板状を呈する連結板を、直線棒状支持杆の端部側と共に示す斜視図と、該連結部材に直線棒状支持杆を連結した状態を示す斜視図、及びその連結状態の平面図と側面図である。The perspective view which shows the connecting plate which exhibits disk shape with the edge part side of a linear rod-shaped support rod, the perspective view which shows the state which connected the linear rod-shaped support rod to this connection member, and the top view and side view of the connection state It is. 円板状を呈する連結部材のその他の態様を示す正面図である。It is a front view which shows the other aspect of the connection member which exhibits disk shape. 複数の挿通孔を有する第1の連結部を具えた直線棒状支持杆と連結部材を示す斜視図と、該第1の連結部を連結部材に連結した状態を示す斜視図、及びその連結状態の平面図と側面図である。The perspective view which shows the straight rod-shaped support rod provided with the 1st connection part which has a some penetration hole, and a connection member, the perspective view which shows the state which connected this 1st connection part to the connection member, and the connection state It is a top view and a side view. 複数の挿通孔を有する第1の連結部のその他の態様を示す正面図である。It is a front view which shows the other aspect of the 1st connection part which has a some insertion hole. 連結部材のその他の態様を、直線棒状支持杆の第1の連結部を該連結部材に連結した状態で示す斜視図と、その連結状態を示す断面図と、その連結部材を直線状繋ぎ杆に連結した状態を示す断面図である。Other aspects of the connecting member are a perspective view showing the first connecting portion of the linear bar-like support rod connected to the connecting member, a cross-sectional view showing the connected state, and the connecting member as a straight connecting rod. It is sectional drawing which shows the state connected. 連結部材のその他の態様を、直線棒状支持杆と直線状繋ぎ杆と共に示す斜視図と、該連結部材に直線棒状支持杆を連結し且つ直線状繋ぎ杆を連結した状態を示す斜視図である。It is the perspective view which shows the other aspect of a connection member with a linear rod-shaped support rod and a linear joining rod, and the perspective view which shows the state which connected the linear rod-shaped support rod to this coupling member, and connected the linear coupling rod. 連結部材のその他の態様を、直線棒状支持杆と直線状繋ぎ杆と共に示す斜視図と、該連結部材に直線棒状支持杆と直線状繋ぎ杆を連結した状態を示す断面図である。They are the perspective view which shows the other aspect of a connection member with a linear rod-shaped support rod and a linear joining rod, and sectional drawing which shows the state which connected the linear rod-shaped support rod and the linear coupling rod to this coupling member. 連結部材のその他の態様を直線棒状支持杆と共に示す斜視図と、該連結部材に直線棒状支持杆の第1の連結部を連結した状態と、その連結状態を示す平面図である。It is the perspective view which shows the other aspect of a connection member with a linear rod-shaped support rod, the state which connected the 1st connection part of the linear rod-shaped support rod to this connection member, and the top view which shows the connection state. 連結部材のその他の態様を直線棒状支持杆と共に示す斜視図と、該連結部材に直線棒状支持杆の第1の連結部を連結した状態と、その連結状態を示す平面図である。It is the perspective view which shows the other aspect of a connection member with a linear rod-shaped support rod, the state which connected the 1st connection part of the linear rod-shaped support rod to this connection member, and the top view which shows the connection state. 連結部材のその他の態様を直線棒状支持杆と共に示す斜視図と、該連結部材に直線棒状支持杆の第1の連結部を連結した状態と、その連結状態を示す平面図である。It is the perspective view which shows the other aspect of a connection member with a linear rod-shaped support rod, the state which connected the 1st connection part of the linear rod-shaped support rod to this connection member, and the top view which shows the connection state. 連結部材のその他の態様を直線棒状支持杆と共に示す斜視図と、該連結部材に直線棒状支持杆の第1の連結部を連結した状態と、その連結状態を示す平面図である。It is the perspective view which shows the other aspect of a connection member with a linear rod-shaped support rod, the state which connected the 1st connection part of the linear rod-shaped support rod to this connection member, and the top view which shows the connection state. 直線状繋ぎ杆の中間部分を連結部材に固定するその他の固定手段を示す断面図である。It is sectional drawing which shows the other fixing means which fixes the intermediate part of a linear connecting rod to a connection member. 直線状繋ぎ杆を連結部材に固定するその他の固定手段を示す斜視図と、該連結部材に直線状繋ぎ杆を連結した状態を示す斜視図と、その連結状態を示す正面図である。They are the perspective view which shows the other fixing means which fixes a linear joining rod to a connection member, the perspective view which shows the state which connected the linear joining rod to this connection member, and the front view which shows the connection state. 第1の押圧部材と第2の押圧部材のその他の態様を示す斜視図である。It is a perspective view which shows the other aspect of a 1st press member and a 2nd press member. 第1の押圧部材と第2の押圧部材のその他の態様を示す斜視図である。It is a perspective view which shows the other aspect of a 1st press member and a 2nd press member. 第1の押圧部材と第2の押圧部材のその他の態様を示す斜視図である。It is a perspective view which shows the other aspect of a 1st press member and a 2nd press member. 直線棒状支持杆の断面形態の他の態様を示す断面図である。It is sectional drawing which shows the other aspect of the cross-sectional form of a linear rod-shaped support rod. 押圧当接部のその他の配置状態を示す正面図である。It is a front view which shows the other arrangement | positioning state of a press contact part.

図1〜5において本発明に係る貯水槽の補強構造(以下補強構造という)1は、老朽化した地中埋設のコンクリート製の貯水槽2を内側から補強するものであって、直線棒状支持杆3を所要に連結して構成された三次元形態を呈する補強枠体5が、該貯水槽2の内部6に収容される。そして、該補強枠体5の上下に設けられた上下の押圧当接部7,7が該貯水槽2の頂版部9と底版部10との間に該補強枠体5を介して突っ張り状態で配設されると共に、該補強枠体5の水平方向で見た両側に設けられてなる両側の押圧当接部7,7が該貯水槽2の対向する側壁部11,11間に該補強枠体5を介して突っ張り状態に配設される。そして前記補強枠体5は、その内部に、前記貯水槽2の横断面と直交する方向(貯水槽2の延長方向)に延長して作業者の移動を可能とする作業路12が設けられている。該作業路12は本実施例においては、図3に示すように、前記貯水槽2の横断面と直交する方向で見て、上下に稍長い六角形状の筒状を呈しており、該作業路12の上側部分13は、前記直線棒状支持杆3を、上に突のV字状を呈する如く連結して構成されると共に、該作業路12の下側部分15は、前記直線棒状支持杆3を、下に突のV字状を呈する如く連結して構成されている。   1 to 5, a water tank reinforcement structure (hereinafter referred to as a reinforcement structure) 1 according to the present invention reinforces an aged underground underground water tank 2 from the inside, and is a straight rod-like support rod. A reinforcing frame 5 having a three-dimensional configuration constituted by connecting the three as required is accommodated in the interior 6 of the water tank 2. The upper and lower pressing contact portions 7, 7 provided above and below the reinforcing frame body 5 are stretched through the reinforcing frame body 5 between the top plate portion 9 and the bottom plate portion 10 of the water storage tank 2. And the pressing contact portions 7, 7 on both sides of the reinforcing frame 5 seen in the horizontal direction are provided between the opposing side wall portions 11, 11 of the water tank 2. It is disposed in a stretched state via the frame body 5. The reinforcing frame 5 is provided therein with a work path 12 that extends in a direction orthogonal to the cross section of the water storage tank 2 (extension direction of the water storage tank 2) to allow the operator to move. Yes. As shown in FIG. 3, the working path 12 has a long hexagonal cylindrical shape when viewed in a direction perpendicular to the transverse section of the water storage tank 2, as shown in FIG. The upper portion 13 of the twelve is configured by connecting the straight bar-like support rods 3 so as to form a protruding V shape, and the lower portion 15 of the work path 12 is constituted by the straight bar-like support rods 3. Are connected to form a V-shaped protrusion below.

以下、これをより具体的に説明する。前記貯水槽2は、例えば、構築後50年程度を経過して老朽化した、コンクリート現場打ち施工による防火水槽2aである。該防火水槽2aは、構築当時の緩い設計基準や設定荷重で構築されていて、鉄筋量が少なく強度が弱い。そして、経年変化による内部鉄筋の腐食もあって耐力低下が生じている。該貯水槽2は、図3に示すように、その内空横断面部16が正方形状を呈しており、底版部10と側壁部11と頂版部9とで構成された直方体状の防火水槽である。その内空横断面部16の上下方向F1の長さと左右方向F2の長さは共に例えば2800mmに設定され、該貯水槽2の長さ(内空縦断面部14の延長方向F3の長さ)は例えば6600mmに設定されている。そして該底版部10と前記頂版部9には、図4に示すように、マンホール部17と集水ピット18とが上下対向状態で設けられている。   Hereinafter, this will be described more specifically. The water storage tank 2 is, for example, a fire prevention water tank 2a that has been aged for about 50 years after construction and is constructed on the concrete. The fire prevention water tank 2a is constructed with a loose design standard and set load at the time of construction, and has a small amount of reinforcing bars and a low strength. Further, the yield strength is reduced due to corrosion of the internal rebar due to secular change. As shown in FIG. 3, the water storage tank 2 is a rectangular parallelepiped fireproof water tank having an inner horizontal cross-sectional portion 16 having a square shape and composed of a bottom plate portion 10, a side wall portion 11, and a top plate portion 9. is there. The length in the vertical direction F1 and the length in the left-right direction F2 of the inner transverse cross section 16 are set to 2800 mm, for example, and the length of the water tank 2 (length in the extending direction F3 of the inner vertical section 14) is, for example, It is set to 6600 mm. As shown in FIG. 4, the bottom plate portion 10 and the top plate portion 9 are provided with a manhole portion 17 and a water collecting pit 18 in a vertically opposed state.

前記補強枠体5は、図6に部分拡大を示すように、前記直線棒状支持杆3と、該直線棒状支持杆3の両端部19,19に設けられた第1の連結部20,20に連結される連結部材21と、前記貯水槽2の延長方向F3で見て所要間隔を隔てて対向する該連結部材21,21相互を繋ぐ直線状繋ぎ杆22とを具えている。そして、該補強枠体5に設けられる前記押圧当接部7は、図1〜6に示すように、前記補強枠体5に連結されて長さ調整可能な押圧部材23,25の先端部分に設けられている。該押圧当接部7は、本実施例においては、前記連結部材21に連結されて長さ調整可能な第1の押圧部材23の先端部分に設けられている。又、前記直線状繋ぎ杆22の端部分24に連結されて長さ調整可能な第2の押圧部材25の先端部分に設けられている。該第1の押圧部材23に設けられている前記押圧当接部7は、本実施例においては図3に示すように、前記底版部10の上面26、前記頂版部9の下面27又は前記左右方向F2で見た対向する側壁部11,11の内側面29,29に当接される。又、前記第2の押圧部材25に設けられている前記押圧当接部7は、図4〜5に示すように、前記延長方向F3で見た対向する側壁部11,11の内側面29,29に当接される。   As shown in FIG. 6, the reinforcing frame 5 is connected to the straight bar-shaped support rod 3 and first connecting portions 20, 20 provided at both end portions 19, 19 of the straight bar-shaped support rod 3. A connecting member 21 to be connected and a linear connecting rod 22 that connects the connecting members 21 and 21 facing each other with a required interval as viewed in the extending direction F3 of the water storage tank 2 are provided. And the said press contact part 7 provided in this reinforcement frame 5 is connected to the said reinforcement frame 5, and is shown in FIGS. 1-6 at the front-end | tip part of the press members 23 and 25 which can adjust length. Is provided. In this embodiment, the pressing contact portion 7 is provided at the distal end portion of the first pressing member 23 connected to the connecting member 21 and adjustable in length. Further, it is connected to the end portion 24 of the linear connecting rod 22 and is provided at the distal end portion of the second pressing member 25 whose length can be adjusted. In the present embodiment, the pressing contact portion 7 provided on the first pressing member 23 is, as shown in FIG. 3, the upper surface 26 of the bottom plate portion 10, the lower surface 27 of the top plate portion 9, or the It abuts on the inner side surfaces 29, 29 of the opposite side wall portions 11, 11 as viewed in the left-right direction F2. Moreover, the said press contact part 7 provided in the said 2nd press member 25 is the inner surface 29 of the opposing side wall parts 11 and 11 seen in the said extension direction F3, as shown to FIGS. 29 abuts.

前記直線棒状支持杆3は、本実施例においては図7(A)(B)に示すように、比較的長く形成された、防錆処理の施された円形鋼管からなる。そして、該直線棒状支持杆3の両端部19,19に設けられる前記第1の連結部20は、例えば図7〜8に示すようにコ字状部材30を以て構成されている。該コ字状部材30は、前記端部19に溶接等により固定される矩形板状基板31の対向辺32,32で挾持片33,33が対向状態で折曲形成され且つ該両挾持片33,33間に挿入溝部35が形成されている。そして該両挾持片33,33は、その基端側部分が内方に向けて傾斜した傾斜板部36,36とされ、該傾斜板部36,36の先端37,37に、先側ほど細くなり且つ先端縁部が円弧状縁として形成された平板部39,39が平行して連設され、該両平板部39,39には、孔心を共通にして円形の挿通孔40,40が設けられている。   In the present embodiment, the straight bar-shaped support rod 3 is made of a circular steel pipe which is formed relatively long and is subjected to rust prevention treatment, as shown in FIGS. 7 (A) and 7 (B). And the said 1st connection part 20 provided in the both ends 19 and 19 of this linear rod-shaped support rod 3 is comprised with the U-shaped member 30, as shown, for example in FIGS. The U-shaped member 30 is formed by bending the holding pieces 33, 33 so that they are opposed to each other at opposite sides 32, 32 of a rectangular plate substrate 31 fixed to the end portion 19 by welding or the like. , 33 is formed with an insertion groove 35. The both holding pieces 33, 33 are inclined plate portions 36, 36 whose base end side portions are inclined inward, and are tapered toward the distal ends 37, 37 of the inclined plate portions 36, 36 toward the front side. The flat plate portions 39, 39 having tip edges formed as arcuate edges are connected in parallel, and the flat plate portions 39, 39 have circular insertion holes 40, 40 with a common hole center. Is provided.

かかる構成を有する両端の第1の連結部20,20の前記挿通孔40,40の孔心間の間隔は、本実施例においては633mmと941mmの2種類に設定されている。従って本実施例においては、長さの異なる2種類の直線棒状支持杆3a,3bを用いることとしている。長さの長い第1の直線棒状支持杆3aは、前記補強枠体5を構成する上下方向の縦部材41及び水平方向の横部材42として用いられ、長さの短い第2の直線棒状支持杆3bは、前記補強枠体5の傾斜方向の傾斜部材116として用いられる。そして、前記連結部20の前記挿入溝部35の溝幅は例えば23.7mmに設定されると共に、前記挿通孔40,40の径は例えば16mmに設定されている。   In this embodiment, the distance between the cores of the insertion holes 40 and 40 of the first connecting portions 20 and 20 at both ends having such a configuration is set to two types of 633 mm and 941 mm. Therefore, in this embodiment, two types of linear bar-like support rods 3a and 3b having different lengths are used. The first straight bar-shaped support rod 3a having a long length is used as the vertical member 41 in the vertical direction and the horizontal member 42 in the horizontal direction that constitute the reinforcing frame 5, and the second straight bar-shaped support rod 3 having a short length. 3 b is used as an inclined member 116 in the inclination direction of the reinforcing frame 5. And the groove width of the said insertion groove part 35 of the said connection part 20 is set to 23.7 mm, for example, and the diameter of the said insertion holes 40 and 40 is set to 16 mm, for example.

前記連結部材21は、本実施例においては図8〜9に示すように、正八角形板状の連結板45を以て構成されており、その中心46と各辺47の中央点49とを結んだ線48上において、同心円状で、円形の連結孔50の8個が、該連結板45の厚さ方向に貫設されている。又、該連結板45の中央部分には円形の繋ぎ孔51設けられている。かかる構成を有する連結板45は、全体を一枚板として形成することができる他、薄板を複数枚積層一体化して構成されることもある。該連結板45は本実施例においては、その厚さが22.5mmに設定されると共に正八角形の各辺47の長さは75mmに設定されている。   As shown in FIGS. 8 to 9, the connecting member 21 is configured with a regular octagonal plate-like connecting plate 45, and a line connecting the center 46 and the center point 49 of each side 47. On 48, eight concentric and circular connection holes 50 are provided in the thickness direction of the connection plate 45. A circular connecting hole 51 is provided in the central portion of the connecting plate 45. The connecting plate 45 having such a configuration can be formed as a single plate as a whole, or may be configured by laminating and integrating a plurality of thin plates. In the present embodiment, the connecting plate 45 is set to have a thickness of 22.5 mm and the length of each side 47 of the regular octagon is set to 75 mm.

これによって連結板45は、22.5mm幅で75mm長さを有する長方形の平坦な規制当接面53を有している。又、対向する辺47,47間の間隔が180mmに設定されると共に、前記連結孔50の径は16mmに設定され、前記繋ぎ孔51の径は36mmに設定されている。本実施例においては、連結板45を正八角形状板として構成すると共に、各辺に対応させて同心円状で8個の連結孔50を設けているため、図6に示すように、上下方向、水平方向、斜め方向と、各種方向から連結部材21に向かう直線棒状支持杆3を該連結部材21に連結できることとなる。かかることから、以下に説明するように、本実施例に係る補強構造1を、1種類の該連結部材21を用いて簡易に構成できることとなる。   Accordingly, the connecting plate 45 has a rectangular flat regulating contact surface 53 having a width of 22.5 mm and a length of 75 mm. The distance between the opposing sides 47, 47 is set to 180 mm, the diameter of the connecting hole 50 is set to 16 mm, and the diameter of the connecting hole 51 is set to 36 mm. In the present embodiment, the connecting plate 45 is configured as a regular octagonal plate, and the eight connecting holes 50 are provided concentrically so as to correspond to the respective sides. Therefore, as shown in FIG. The straight bar-shaped support rod 3 that is directed from the various directions to the connecting member 21 can be connected to the connecting member 21. Therefore, as will be described below, the reinforcing structure 1 according to the present embodiment can be easily configured using one type of the connecting member 21.

図9(A)(B)は、前記第1の連結部20の前記挿入溝部35内に前記連結板45の縁側の部分55を挿入した状態を示しており、該挿入状態において、前記平坦な規制当接面53が前記挿入溝部35の平坦な溝底面(前記矩形状基板31の内面)56と当接した状態で、前記挿通孔40,40が前記連結孔50と同心の連通状態となされて連通孔57が形成されている。そして図9(A)(B)は、該連通孔57に、前記挾持片33,33の一方33a側からボルト59のネジ軸部60を挿通させると共に他方の挾持片33bから突出したネジ軸部分61にナット62を螺合し締め付けることによって、前記第1の連結部20を前記連結部材21に連結した構成を示している。前記規制当接面53が前記溝底面56と当接した状態となるため、該第1の連結部20が該ボルト59の軸線回りに回転せず、前記連結部材21に対する前記直線棒状支持杆3の連結状態が一義的に定まり、連結状態が安定的に保持されることとなる。該第1の連結部20と該連結部材21とをこのように面接触によって連結するため、1本のボルト59を用いるだけで、第1の連結部20の回り止めを簡易且つ経済的に図り得ることとなる。そして、該連結部材21に対する該直線棒状支持杆3の連結状態が、前記規制当接面53と前記溝底面56とが面接触の状態で行なわれることとなるため、該連結部分に圧縮荷重が作用する場合、これを安定的に支持できることとなる。   9A and 9B show a state in which the edge portion 55 of the connecting plate 45 is inserted into the insertion groove portion 35 of the first connecting portion 20, and in the inserted state, the flat portion With the restricting contact surface 53 in contact with the flat groove bottom surface (inner surface of the rectangular substrate 31) 56 of the insertion groove portion 35, the insertion holes 40, 40 are brought into a communication state concentric with the connection hole 50. Thus, a communication hole 57 is formed. 9 (A) and 9 (B) show a screw shaft portion in which the screw shaft portion 60 of the bolt 59 is inserted into the communicating hole 57 from the one 33a side of the holding pieces 33, 33 and protrudes from the other holding piece 33b. The structure which connected the said 1st connection part 20 to the said connection member 21 by screwing and fastening the nut 62 to 61 is shown. Since the regulation contact surface 53 is in contact with the groove bottom surface 56, the first connecting portion 20 does not rotate around the axis of the bolt 59, and the linear bar-like support rod 3 for the connecting member 21. The connection state is uniquely determined, and the connection state is stably maintained. Since the first connecting portion 20 and the connecting member 21 are connected by surface contact in this manner, the rotation of the first connecting portion 20 can be easily and economically prevented by using only one bolt 59. Will get. Then, since the straight bar-like support rod 3 is connected to the connecting member 21 in a state where the regulating contact surface 53 and the groove bottom surface 56 are in surface contact, a compressive load is applied to the connecting portion. When acting, this can be stably supported.

前記第1の押圧部材23は、図10〜11に示すように、筒状連結部材63とネジ軸押圧部材65とから構成されている。該筒状連結部材63は、比較的短く形成された丸パイプ状の押圧杆本体66の一端に、前記直線棒状支持杆3におけると同様構成のコ字状部材30を以てなる第2の連結部67が設けられている。該コ字状部材30の各部の構成の説明は前記第1の連結部20におけると同様であるため、同様の構成部分に前記と同一の符号を付してその具体的説明を省略している。又、押圧杆本体66の他端側部分は、その内面に雌ネジ部68が設けられたネジ筒部69として構成されている。そして前記ネジ軸押圧部材65は、該ネジ筒部69に螺合される調節ネジ軸70にロックナット71が螺合されると共に、該調節ネジ軸70の外端にはネジ軸回転ナット72が同心に固着され、且つ、該調節ネジ軸70の端面73には、稍細径の取付け軸75が同心に突設され、該取付け軸75に前記押圧当接部7が該取付け軸75の軸線回りに回転自在に取り付けられている。   The said 1st press member 23 is comprised from the cylindrical connection member 63 and the screw shaft press member 65, as shown to FIGS. The cylindrical connecting member 63 is a second connecting portion 67 having a U-shaped member 30 having the same configuration as that of the straight bar-like support rod 3 at one end of a round pipe-shaped pressing rod main body 66 formed relatively short. Is provided. Since the description of the configuration of each part of the U-shaped member 30 is the same as that in the first connecting portion 20, the same reference numerals are assigned to the same components and the detailed description thereof is omitted. . Further, the other end portion of the pressing rod main body 66 is configured as a screw cylinder portion 69 provided with a female screw portion 68 on the inner surface thereof. In the screw shaft pressing member 65, a lock nut 71 is screwed to an adjustment screw shaft 70 screwed to the screw cylinder portion 69, and a screw shaft rotation nut 72 is provided to the outer end of the adjustment screw shaft 70. The adjusting screw shaft 70 is fixed concentrically, and a small-diameter mounting shaft 75 is provided concentrically on the end surface 73 of the adjusting screw shaft 70. The pressing contact portion 7 is connected to the mounting shaft 75 along the axis of the mounting shaft 75. It is attached so that it can rotate freely.

該押圧当接部7は本実施例においては図10〜11に示すように、端面側に円形状凹部77が設けられると共に外端部78の周縁部分が円環状の当接面79とされた円板状部80の中央部に、前記取付け軸75を挿通させるための取付け孔82が設けられている。そして、該取付け孔82に前記取付け軸75を挿通させた状態で、前記円形状凹部77内に突出した軸部83の周面に設けられた環状係合溝にスナップリング86を嵌着することにより、該円板状部80が該取付け軸75から外れるのが防止されている。なお、該軸部83は該円形状凹部77に納まり、その先端87が該円板状部80の外端部78から突出しないようになされている。前記当接面79の大きさは、前記頂版部9の下面27や前記底版部10の上面26、前記側壁部11の内側面29に安定状態に当接できるように設定される。   In this embodiment, as shown in FIGS. 10 to 11, the pressing contact portion 7 is provided with a circular concave portion 77 on the end surface side and a peripheral portion of the outer end portion 78 as an annular contact surface 79. An attachment hole 82 for inserting the attachment shaft 75 is provided at the center of the disk-like portion 80. Then, with the mounting shaft 75 inserted through the mounting hole 82, the snap ring 86 is fitted into an annular engagement groove provided on the peripheral surface of the shaft portion 83 protruding into the circular recess 77. This prevents the disc-shaped portion 80 from being detached from the mounting shaft 75. The shaft 83 is accommodated in the circular recess 77 so that the tip 87 does not protrude from the outer end 78 of the disk-shaped portion 80. The size of the abutment surface 79 is set so that it can abut against the lower surface 27 of the top plate portion 9, the upper surface 26 of the bottom plate portion 10, and the inner surface 29 of the side wall portion 11 in a stable state.

かかる構成を有する第1の押圧部材23の主要部の寸法を例示すれば、前記調節ネジ軸70の外径は20mmに、その長さは100mmに設定されている。又、前記ネジ筒部69の長さは100mmに設定され、前記押圧杆本体66の長さは170mmに設定され、前記押圧当接部7の径は75mmに設定されている。   If the dimension of the main part of the 1st press member 23 which has this structure is illustrated, the outer diameter of the said adjustment screw shaft 70 is set to 20 mm, and the length is set to 100 mm. Further, the length of the screw cylinder portion 69 is set to 100 mm, the length of the pressing rod main body 66 is set to 170 mm, and the diameter of the pressing contact portion 7 is set to 75 mm.

然して、前記ネジ軸回転ナット72を回転させて前記ネジ筒部69に対する前記調節ネジ軸70の螺合状態を所要に調整した後に前記ロックナット71を締め付けることにより、前記第2の連結部67に設けられている挿通孔40の中心と前記円板状部80の端部78との間の距離を所要に設定し、その状態を固定できる。   Accordingly, the lock nut 71 is tightened after the screw shaft rotating nut 72 is rotated to adjust the screwed state of the adjusting screw shaft 70 with respect to the screw cylinder portion 69, so that the second connecting portion 67 can be tightened. The distance between the center of the provided insertion hole 40 and the end 78 of the disk-shaped portion 80 can be set as required, and the state can be fixed.

前記直線状繋ぎ杆22は、本実施例においては図12に示すように、防錆処理の施された円形鋼管からなる。そして前記第2の押圧部材25は、図12〜14に示すように、前記連結部材21の前記繋ぎ孔51を挿通する横方向の前記直線状繋ぎ杆22の端部分24に連結される第3の連結部88の構成が前記第1の連結部20と相違する点を除いては、前記ネジ軸押圧部材65を含め、前記第1の押圧部材23の構成と同様である。該第3の連結部88は連結筒部89を以てなる。該連結筒部89は、前記直線状繋ぎ杆22の端部分24を挿入させる円筒状を呈しており、その内側の端面部90が、前記と同様構成の押圧杆本体66の一端部91に、同心状態で溶接等により固定されている。そして該連結筒部89の周面部に設けたネジ孔92に止着ネジ93のネジ軸95が螺合されている。然して、該連結筒部89に前記直線状繋ぎ杆22の端部分24を挿入した状態で該止着ネジ93を締め付けることにより、該第2の押圧部材25を前記直線状繋ぎ杆22に連結できる。第2の押圧部材25のその他の構成部分は前記第1の押圧部材23と同様であるため、前記と同一の符号を付してその具体的説明を省略している。   In the present embodiment, the linear connecting rod 22 is made of a circular steel pipe that has been subjected to rust prevention treatment, as shown in FIG. Then, as shown in FIGS. 12 to 14, the second pressing member 25 is connected to the end portion 24 of the linear connecting rod 22 in the lateral direction passing through the connecting hole 51 of the connecting member 21. The configuration of the connecting portion 88 is the same as the configuration of the first pressing member 23, including the screw shaft pressing member 65, except that the configuration of the connecting portion 88 is different from that of the first connecting portion 20. The third connecting portion 88 includes a connecting tube portion 89. The connecting tube portion 89 has a cylindrical shape into which the end portion 24 of the linear connecting rod 22 is inserted, and an inner end surface portion 90 is connected to one end portion 91 of the pressing rod main body 66 having the same configuration as described above. It is fixed by welding or the like in a concentric state. A screw shaft 95 of a fixing screw 93 is screwed into a screw hole 92 provided in the peripheral surface portion of the connecting cylinder portion 89. However, the second pressing member 25 can be connected to the linear connecting rod 22 by tightening the set screw 93 in a state where the end portion 24 of the linear connecting rod 22 is inserted into the connecting cylinder portion 89. . Since the other components of the second pressing member 25 are the same as those of the first pressing member 23, the same reference numerals as those described above are given and the detailed description thereof is omitted.

前記補強構造1は、前記のように、三次元形態を呈する補強枠体5の所要部位に押圧当接部7が設けられてなるものであり、本実施例においては図2に示すように、マンホール部17と集水ピット18が上下対向して設けられてなる取水部分99の側方部100に配設される端部枠体101と、その他の部分において貯水槽2の延長方向に所要間隔で配設される単位枠体102の複数(例えば6個)とを具えており、全ての単位枠体102と端部枠体101の全体が横方向の前記直線状繋ぎ杆22で連結されている。本実施例において、端部枠体101を取水部分99を避けて設けているのは、貯水槽内部への人の出入りの障害とならず、又、集水ピット18における貯留水の吸引の障害とならないようにするためである。   As described above, the reinforcing structure 1 is formed by providing the pressing contact portion 7 at a required portion of the reinforcing frame 5 having a three-dimensional form. In this embodiment, as shown in FIG. An end frame 101 disposed on the side portion 100 of the water intake portion 99 in which the manhole portion 17 and the water collecting pit 18 are vertically opposed to each other, and a required interval in the extending direction of the water storage tank 2 in other portions. A plurality of unit frame bodies 102 (for example, six pieces) are provided, and all the unit frame bodies 102 and the entire end frame body 101 are connected by the linear connecting rods 22 in the horizontal direction. Yes. In the present embodiment, the end frame body 101 is provided so as to avoid the water portion 99, and does not become an obstacle to the entry / exit of a person into the water tank, and an obstacle to the suction of stored water in the water collecting pit 18. This is in order not to become.

前記単位枠体102は、本実施例においては図3に示すように左右対称の形態を有しており、貯水槽2の頂版部9と底版部10との間に突っ張り状態で配設されると共に、貯水槽2の対向する側壁部11,11間に突っ張り状態に配設される。該単位枠体102は、より具体的には図3に示すように、縦方向の突っ張り部材103の2本が、前記内空横断面部16の頂版部9の水平な下面27と底版部10の水平な上面26の、対向する左端側部位間107と右端側部位間109に垂直状態に立設されると共に、横方向の突っ張り部材110の2本が、前記内空横断面部16の左右の側壁部11,11の垂直な内側面29,29の対向する上端側部位間112と下端側部位間113に水平状態に横架されている。   In the present embodiment, the unit frame 102 has a bilaterally symmetric form as shown in FIG. 3, and is disposed in a stretched state between the top plate portion 9 and the bottom plate portion 10 of the water tank 2. At the same time, the water tank 2 is disposed in a stretched state between the opposing side wall portions 11, 11. More specifically, as shown in FIG. 3, the unit frame body 102 includes two longitudinal stretching members 103 each having a horizontal lower surface 27 and a bottom plate portion 10 of the top plate portion 9 of the inner cross section 16. The horizontal upper surface 26 of the horizontal upper surface 26 is vertically erected between the opposing left end side portion 107 and the right end side portion 109, and two of the lateral stretching members 110 are provided on the left and right sides of the inner cross section 16. The side walls 11, 11 are horizontally laid horizontally between the upper end side portions 112 and the lower end side portion 113 of the vertical inner side surfaces 29, 29 facing each other.

該左右の縦方向の突っ張り部材103,103は、図3、図15、図16に示すように、上下方向で直線状を呈しており、前記第1の直線棒状支持杆3aからなる上下の縦部材41a,41b相互が中間の連結部材21aを介して連結されると共に、該上の縦部材41aの上端の前記第1の連結部20が上の連結部材21bに連結され、且つ、該下の縦部材41bの下端の前記第1の連結部20が下の連結部材21cに連結されてなり、該上下の連結部材21b,21c、21b,21cの夫々に、上下方向で逆向きに前記第1の押圧部材23,23の前記第2の連結部67が連結されている。   As shown in FIGS. 3, 15, and 16, the left and right vertical strut members 103, 103 are linear in the vertical direction, and are vertically aligned with the first straight bar-shaped support rod 3a. The members 41a and 41b are connected to each other via an intermediate connecting member 21a, the first connecting portion 20 at the upper end of the upper vertical member 41a is connected to the upper connecting member 21b, and the lower The first connecting portion 20 at the lower end of the vertical member 41b is connected to a lower connecting member 21c, and the first connecting member 21b, 21c, 21b, 21c is vertically opposite to the first connecting member 21b, 21c, 21b, 21c. The second connecting portions 67 of the pressing members 23, 23 are connected.

又、前記上下の横方向の突っ張り部材110,110は、図3、図17、図15(A)、図16(A)に示すように、又、図3、図18、図15(C)、図16(C)に示すように、水平方向で直線状を呈しており、前記第1の直線棒状支持杆3aからなる左右の横部材42a,42b相互が中間の連結部材21dを介して連結されると共に、左の横部材42aの左端の前記第1の連結部20が左の連結部材(左側に位置する前記縦方向の突っ張り部材103の上下の連結部材)21b,21cに連結され、且つ、該右の横部材42bの右端の前記第1の連結部20が右の連結部材(右側に位置する前記縦方向の突っ張り部材103の上下の連結部材)21b,21cに連結されてなり、該左右の第1の連結部材21b,21b、21c,21cの夫々に、水平方向で逆向きに前記第1の押圧部材23,23の前記第2の連結部67が連結されている。   Further, the upper and lower lateral stretching members 110, 110 are formed as shown in FIGS. 3, 17, 15A, 16A, and FIGS. 3, 18, 15C. As shown in FIG. 16 (C), the left and right lateral members 42a and 42b, which are linear in the horizontal direction and are composed of the first straight rod-like support rod 3a, are connected via an intermediate connecting member 21d. The first connecting portion 20 at the left end of the left lateral member 42a is connected to a left connecting member (upper and lower connecting members 103 of the longitudinal stretching member 103 located on the left side) 21b, 21c, and The first connecting portion 20 at the right end of the right lateral member 42b is connected to a right connecting member (upper and lower connecting members of the longitudinal stretching member 103 located on the right side) 21b, 21c, Left and right first connecting members 21b, 21b, 21c, 2 c to each of the second connecting portion 67 of the reversed horizontally first pressing member 23 and 23 are connected.

そして、45度の傾斜方向で隣り合う前記中間の連結部材21a,21d相互、21a,21d相互、21d,21a相互、21a,21d相互が夫々、傾斜枠部材115で連結されている。該傾斜枠部材115は、図3、図19、図17、図15(B)に示すように、又、図3、図20、図15(B)、図18に示すように、又、図3、図21、図17、図16(B)に示すように、又、図3、図22、図16(B)、図8に示すように、45度の傾斜方向で直線状を呈しており、前記第2の直線棒状支持杆3bからなる上下の傾斜部材116a,116b相互が中間の連結部材21eを介して連結されると共に、上の傾斜部材116aの上端の前記第1の連結部20が上の連結部材(前記横方向の突っ張り部材110の中間の連結部材又は、縦方向の突っ張り部材103の中間の連結部材)21d,21aに連結され、且つ、該下の傾斜部材116bの下端の前記第1の連結部20が下の連結部材(前記縦方向の突っ張り部材103の中間の連結部材又は、横方向の突っ張り部材110の中間の突っ張り部材)21a,21dに連結されている。   The intermediate connecting members 21a, 21d, 21a, 21d, 21d, 21a, and 21a, 21d adjacent to each other in the 45 ° inclination direction are connected by the inclined frame member 115, respectively. The inclined frame member 115 is formed as shown in FIGS. 3, 19, 17, and 15B, and as shown in FIGS. 3, 20, 15B, and 18. 3, as shown in FIG. 21, FIG. 17, FIG. 16 (B), and as shown in FIG. 3, FIG. 22, FIG. 16 (B), and FIG. The upper and lower inclined members 116a, 116b formed of the second straight bar-like support rod 3b are connected to each other via an intermediate connecting member 21e, and the first connecting portion 20 at the upper end of the upper inclined member 116a. Is connected to the upper connecting member 21d, 21a (the intermediate connecting member of the lateral stretching member 110 or the intermediate connecting member of the longitudinal stretching member 103) and the lower end of the lower inclined member 116b. The first connecting portion 20 is a lower connecting member (the vertical stretching member 1). The third intermediate coupling member or intermediate bracing member in the lateral direction of the bracing member 110) 21a, is connected to 21d.

そして、正方形の角部に位置する前記連結部材21b,21c,21c,21bと、前記傾斜枠部材115,115,115,115を構成する前記中間の連結部材21e,21e,21e,21eとが、図3、図15(A)、図19に示すように、又、図3、図15(C)、図20に示すように、又、図3、図16(A)、図21に示すように、又、図3、図16(C)、図22に示すように、前記第2の直線棒状支持杆3bからなる傾斜繋ぎ部材117で連結されている。又、上下の傾斜枠部材115,115を構成する前記中間の連結部材21e,21e相互が、図3、図19、図20に示すように、又、図3、図21、図22に示すように、前記第2の直線棒状支持杆3aからなる垂直繋ぎ部材119で連結されている。   And, the connecting members 21b, 21c, 21c, 21b located at the corners of the square, and the intermediate connecting members 21e, 21e, 21e, 21e constituting the inclined frame members 115, 115, 115, 115, As shown in FIGS. 3, 15 (A), and 19, as shown in FIGS. 3, 15 (C), and 20, and as shown in FIGS. 3, 16 (A), and 21. Moreover, as shown in FIG. 3, FIG. 16 (C), and FIG. 22, they are connected by an inclined connecting member 117 composed of the second straight bar-like support rod 3b. Further, the intermediate connecting members 21e, 21e constituting the upper and lower inclined frame members 115, 115 are as shown in FIG. 3, FIG. 19, FIG. 20, and as shown in FIG. 3, FIG. 21, FIG. Are connected by a vertical connecting member 119 comprising the second straight bar-like support rod 3a.

そして、前記上下の横方向の突っ張り部材110,110を構成する前記中間の連結部材21d,21dには、上下方向で逆向きに前記第1の押圧部材23,23が連結されている。又、前記左右の縦方向の突っ張り部材103,103を構成する前記中間の連結部材21a,21aには、左右方向で逆向きに前記第1の押圧部材23,23が連結されている。   The first pressing members 23 and 23 are connected to the intermediate connecting members 21d and 21d constituting the upper and lower lateral stretching members 110 and 110 in the reverse direction in the vertical direction. The first pressing members 23, 23 are connected to the intermediate connecting members 21a, 21a constituting the left and right vertical tension members 103, 103 in the opposite direction in the left-right direction.

かかる構成を有する単位枠体102にあっては、図3に示すように、前記上下の傾斜枠部材115,115,115,115と、前記左右の垂直繋ぎ部材119,119とによって、下に突のV字状を呈する部分120と上に突のV字状を呈する部分121とを具えて上下に稍長い六角形枠状の作業路形成開口部122が設けられている。そしてその周囲部分は、二等辺三角形状の三角形枠部123の多数が配設された安定構造のトラス構造部125とされている。   In the unit frame 102 having such a configuration, as shown in FIG. 3, the upper and lower inclined frame members 115, 115, 115, 115 and the left and right vertical connecting members 119, 119 project downward. A work path forming opening 122 having a hexagonal frame shape that is long in the vertical direction is provided with a portion 120 having a V-shape and a portion 121 having a protruding V-shape. The surrounding portion is a truss structure portion 125 having a stable structure in which a large number of isosceles triangular frame portions 123 are arranged.

又前記端部枠体101は、図23に示すように、前記側方部100に位置させて設置されるもので、前記単位枠体102を基本として構成されており、前記取水部分99が存する部分では枠部分が省略されている。具体的には、図3に示す単位枠体102において、前記右の縦方向の突っ張り部材103a(図3)と、これに連結される上下の前記右の横部材42b,42bと、前記上下の傾斜部材116b,116aと、前記上下の傾斜繋ぎ部材117,117と、水平方向に突出状態となる第1の押圧部材23,23,23が省略されている。上の2本の第1の押圧部材23,23の押圧当接部7,7は、前記マンホール部17の側方において、前記頂版部9の下面27に当接状態となされており、下の2本の第1の押圧部材23,23は、前記集水ピット18の側方において、前記底版部10の上面26に当接状態となされている。そして、上下に位置する左右の中間の連結部材21e,21e相互、21e,21e相互は、前記第2の直線棒状支持杆3aからなる水平繋ぎ部材128,128で連結される。   Further, as shown in FIG. 23, the end frame body 101 is installed on the side part 100, and is constructed on the basis of the unit frame body 102, and the intake portion 99 exists. In the portion, the frame portion is omitted. Specifically, in the unit frame body 102 shown in FIG. 3, the right vertical stretching member 103a (FIG. 3), the upper and lower right lateral members 42b and 42b connected thereto, and the upper and lower The inclined members 116b and 116a, the upper and lower inclined connecting members 117 and 117, and the first pressing members 23, 23, and 23 that protrude in the horizontal direction are omitted. The pressing contact portions 7, 7 of the upper two first pressing members 23, 23 are in contact with the lower surface 27 of the top plate portion 9 on the side of the manhole portion 17, These two first pressing members 23, 23 are in contact with the upper surface 26 of the bottom slab portion 10 on the side of the water collecting pit 18. The left and right intermediate connecting members 21e, 21e and 21e, 21e, which are positioned above and below, are connected by horizontal connecting members 128, 128 made up of the second linear rod-shaped support rod 3a.

図2〜3、図4〜5、図23に示すように、かかる構成を有する単位枠体102の6個を、貯水槽2の延長方向F3に所要間隔を置いて(本実施例においては、例えば1000mmの間隔を置いて)並設すると共に、前記側方部100において、前記端部枠体101を配設する。このようにして単位枠体102と端部枠体101とを並設した状態で、該単位枠体102と該端部枠体101を構成する各部の連結部材21の前記延長方向F3での配置状態は、図2、図4〜5に示すように、端部に位置する単位枠体102aの各連結部材21と、水平方向で重なる配置状態となされている。従って、孔心を共通にして水平連通状態にある連通繋ぎ孔126が12列が形成される。図2において、一部の列を一点鎖線で示している。   As shown in FIGS. 2 to 3, 4 to 5, and 23, six unit frame bodies 102 having such a configuration are placed at a necessary interval in the extending direction F <b> 3 of the water tank 2 (in this embodiment, For example, the end frame body 101 is disposed in the side portion 100 while being arranged in parallel (with an interval of 1000 mm). With the unit frame body 102 and the end frame body 101 arranged side by side in this way, the arrangement in the extension direction F3 of the connecting member 21 of each part constituting the unit frame body 102 and the end frame body 101 is performed. As shown in FIGS. 2 and 4 to 5, the state is an arrangement state in which the connecting members 21 of the unit frame body 102 a located at the end portion overlap in the horizontal direction. Accordingly, twelve rows of communication connection holes 126 in a horizontal communication state with a common hole core are formed. In FIG. 2, some columns are indicated by alternate long and short dash lines.

このように構成された連通繋ぎ孔126の夫々に、図2、図4〜6に示すように、横方向(水平方向)の前記直線状繋ぎ杆22が水平状態に挿通される。該直線状繋ぎ杆22は、全体が一体物として形成されることの他、所定長さの部材を直線状に連結して構成されることもある。本実施例においては図2、図4〜5に示すように、前記傾斜枠部材115を構成する前記中間の連結部材(内側の四隅の連結部材)21e,21e,21e,21eに係る連通繋ぎ孔126,126,126,126に挿通せしめられた直線状繋ぎ杆22に関し、その端部分24を、図14に示すように、前記第2の押圧部材25の前記連結筒部89に挿入することとしている。このように挿入した状態で、前記止着ボルト93を締め付けると、図2、図4〜5に示すように、該直線状繋ぎ杆22の両端に、前記延長方向F3で見て逆向きに突出するように前記第2の押圧部材25,25が連結された状態となる。そして、前記四隅の直線状繋ぎ杆22a,22a,22a,22a(図4〜5)以外の直線状繋ぎ杆22に関しては、かかる第2の押圧部材25は連結されていない。   As shown in FIGS. 2 and 4 to 6, the linear connecting rods 22 in the horizontal direction (horizontal direction) are inserted in the horizontal state into the communication connecting holes 126 configured as described above. In addition to being formed as a whole, the linear connecting rod 22 may be configured by linearly connecting members having a predetermined length. In this embodiment, as shown in FIGS. 2 and 4 to 5, communication connecting holes related to the intermediate connecting members (inner four corner connecting members) 21 e, 21 e, 21 e, 21 e constituting the inclined frame member 115. As for the linear connecting rod 22 inserted through 126, 126, 126, 126, its end portion 24 is inserted into the connecting tube portion 89 of the second pressing member 25 as shown in FIG. Yes. When the fastening bolt 93 is tightened in the inserted state as described above, as shown in FIGS. 2 and 4 to 5, it protrudes in the opposite direction as viewed in the extension direction F <b> 3 at both ends of the linear connecting rod 22. As a result, the second pressing members 25 are connected. The second pressing member 25 is not connected to the linear connecting rods 22 other than the linear connecting rods 22a, 22a, 22a, 22a (FIGS. 4 to 5) at the four corners.

横方向の前記直線状繋ぎ杆22と各連結部材21との連結手段127の一例は、図24に示すように、該連結部材21を挾むように該直線状繋ぎ杆22に挿通されている固定筒体129,129で該連結部材21を挾持状態とする。この挾持状態で図24(B)に示すように、該固定筒体129の周面部に設けたネジ孔130に螺合する止着ネジ131を締め付けると、該直線状繋ぎ杆22が夫々の連結部材21に固定される。このような連結手段127は、図25に示すように、前記第2の押圧部材25が連結されない直線状繋ぎ杆22の端部側においても同様に採用できる。又、該直線状繋ぎ杆22の端部分24に前記第2の押圧部材25が連結されている部分においては、図12〜14に示すように、前記連結部材21を前記連結筒部89と前記固定筒体129とで挾持状態とし、該連結筒部89の止着ネジ93と該固定筒体129の止着ネジ131を締め付けることによって、該直線状繋ぎ杆22を該連結部材21に固定できる。   An example of the connecting means 127 between the linear connecting rod 22 in the lateral direction and each connecting member 21 is a fixed cylinder inserted through the linear connecting rod 22 so as to sandwich the connecting member 21 as shown in FIG. The connecting member 21 is held by the bodies 129 and 129. In this clamped state, as shown in FIG. 24B, when the fastening screw 131 that is screwed into the screw hole 130 provided in the peripheral surface portion of the fixed cylinder 129 is tightened, the linear connecting rods 22 are connected to each other. It is fixed to the member 21. As shown in FIG. 25, such a connecting means 127 can be similarly employed on the end side of the linear connecting rod 22 to which the second pressing member 25 is not connected. Further, in the portion where the second pressing member 25 is connected to the end portion 24 of the linear connecting rod 22, as shown in FIGS. The linear connecting rod 22 can be fixed to the connecting member 21 by holding the fixed cylindrical body 129 and tightening the fixing screw 93 of the connecting cylinder portion 89 and the fixing screw 131 of the fixed cylinder 129. .

このようにして構成された補強構造1は、前記貯水槽2の補強すべき箇所を前記第1、第2の押圧部材23,25を介して支持して該貯水槽2を内側から補強する。前記第1の押圧部材23の配設位置や前記第2の押圧部材25の配設位置は、前記頂版部9と前記側壁部11と前記底版部10について予め強度調査を行ない、その結果に基づいて所要に設定されるものである。前記補強枠体5の上下に設けられた上下の押圧当接部7,7が、前記貯水槽2の頂版部9と底版部10間に突っ張り状態となるように配設され、又、該補強枠体5の左右に設けられた左右の押圧当接部7,7が、対向する側壁部11,11間に突っ張り状態となるように配設される。上下方向の中間部、左右方向の中間部に第1の押圧部材23が連結されている部分においては、上下左右の傾斜枠部材115,115,115,115の端部相互の連結によって構成された菱形状枠部132(図3)を介して突っ張り状態となる。そして、付与すべき突っ張り力も、前記強度調査に基づいて、必要な補強強度を考慮して設定される。   The reinforcing structure 1 configured as described above reinforces the water storage tank 2 from the inside by supporting the portion to be reinforced of the water storage tank 2 via the first and second pressing members 23 and 25. As for the arrangement position of the first pressing member 23 and the arrangement position of the second pressing member 25, the top plate portion 9, the side wall portion 11 and the bottom plate portion 10 are subjected to a strength investigation in advance. It is set as required based on this. Upper and lower pressing contact portions 7, 7 provided on the upper and lower sides of the reinforcing frame 5 are disposed so as to be stretched between the top plate portion 9 and the bottom plate portion 10 of the water storage tank 2, and The left and right pressing contact portions 7, 7 provided on the left and right sides of the reinforcing frame 5 are disposed so as to be stretched between the opposing side wall portions 11, 11. In the portion where the first pressing member 23 is connected to the middle portion in the vertical direction and the middle portion in the left and right direction, the end portions of the inclined frame members 115, 115, 115, 115 in the vertical and left and right directions are connected to each other. It becomes a stretched state through the rhombus-shaped frame portion 132 (FIG. 3). The tension force to be applied is also set in consideration of the necessary reinforcement strength based on the strength survey.

この突っ張り力の設定は、前記ネジ軸回転ナット72(図10〜11)を適宜回転させて行ない、図11に示すように、押圧杆本体66の端部133からの前記押圧当接部7の突出量を所要に調整して行なう。この際、前記のように、前記調節ネジ軸70の端部に設けられた取付け軸75が、前記押圧当接部7に設けた前記取付け孔82に挿通され且つスナップリング86により外れ防止されているため、該押圧当接部7の外端部の前記当接面79が前記側壁部11の内側面29等に当接した状態で該ネジ軸回転ナット72を回転させたときに、該押圧当接部7が共回りするのを防止できる。このようにして突っ張り力を設定した後に、図11に示すように、前記ロックナット71を締め付けることにより、前記調節ネジ軸70の突出量を固定でき、所要の突っ張り状態が保持されることになる。   The tension force is set by appropriately rotating the screw shaft rotating nut 72 (FIGS. 10 to 11), and as shown in FIG. 11, the pressing contact portion 7 from the end 133 of the pressing rod main body 66 is set. Adjust the amount of protrusion as required. At this time, as described above, the mounting shaft 75 provided at the end of the adjusting screw shaft 70 is inserted into the mounting hole 82 provided in the pressing contact portion 7 and is prevented from coming off by the snap ring 86. Therefore, when the screw shaft rotation nut 72 is rotated in a state where the contact surface 79 of the outer end portion of the press contact portion 7 is in contact with the inner surface 29 of the side wall portion 11, It is possible to prevent the contact portion 7 from rotating together. After the tension force is set in this manner, as shown in FIG. 11, the protruding amount of the adjusting screw shaft 70 can be fixed by tightening the lock nut 71, and the required tension state is maintained. .

以上によって、三次元形態を呈し且つ周囲部分にトラス構造部が配設されてなる補強枠体5と、該補強枠体5の周囲の適所に配設されてなる第1、第2の押圧部材23,25とからなる安定構造の補強構造1が構成される。然して、前記頂版部9と前記底版部10との間での所要の突っ張り作用によって、該頂版部9に作用する自動車荷重や土圧による荷重を底版部10に効果的に分散できる。且つ、前記左右方向で対向する側壁部11,11間での所要の突っ張り作用、前記延長方向F4で対向する側壁部11,11間での所要の突っ張り作用によって、側壁部11に加わる土圧を効果的に支持できる。又、地震時の荷重を支持できる。かかることから、老朽化した地中埋設の前記貯水槽2を内側から効果的に補強できる。これにより、該貯水槽2の耐力を向上させて貯水槽の破損を抑制でき、例えば、貯水槽2の頂版部9や側壁部11が破損して貯水槽の上部の道路等が使用できなくなる等の事態を招来するのを防止できることとなる(図3〜5)。又、かかる貯水槽の破損の抑制に伴い貯水槽内の貯留水の漏水を抑制でき、老朽化した貯水槽の使用期間を延長させ得ることとなる。   As described above, the reinforcing frame 5 having a three-dimensional form and having the truss structure portion disposed in the peripheral portion, and the first and second pressing members disposed at appropriate positions around the reinforcing frame 5 The reinforcing structure 1 having a stable structure composed of 23 and 25 is formed. However, the required tensioning action between the top plate portion 9 and the bottom plate portion 10 can effectively disperse the load due to automobile load or earth pressure acting on the top plate portion 9 to the bottom plate portion 10. In addition, the earth pressure applied to the side wall part 11 by the required tension action between the side wall parts 11 and 11 opposed in the left-right direction and the required tension action between the side wall parts 11 and 11 opposed in the extension direction F4. Can support effectively. In addition, it can support the load during an earthquake. For this reason, the old underground water storage tank 2 can be effectively reinforced from the inside. Thereby, the yield strength of the water storage tank 2 can be improved and damage to the water storage tank can be suppressed. For example, the top plate portion 9 and the side wall portion 11 of the water storage tank 2 are damaged and the road above the water storage tank cannot be used. It is possible to prevent the occurrence of such a situation (FIGS. 3 to 5). Moreover, the leakage of the stored water in a water tank can be suppressed with suppression of the damage of this water tank, and the use period of an aged water tank can be extended.

老朽化した前記貯水槽2の各部における配筋状態(鉄筋の有無や配筋密度等の配筋状態)や該貯水槽2の内部状況(クラックの発生状況等)を考慮し、地震時の振動等によってクラックが拡張して漏水する恐れがある場合は、前記頂版部9の下面27を除く貯水槽の内面135の全体(側壁部11の内側面29及び底版部10の上面21の全体)に亘って、又は、該側壁部11の内側面29や該底版部10の上面21の所要部位に、図26(A)に示すように弾性伸縮性を有する防水塗膜(例えば1〜2mm程度の厚さを有する)136を形成する場合がある。かかる防水塗膜136は、シリコン系やアスファルト系等の樹脂を吹き付けしたり、こて塗りする等によって形成できる。かかる防水塗膜136を形成すれば、例えば図26(B)に示すようにクラック137がある程度拡張したときにも、該防水塗膜136が弾性的に伸びてこれに追随でき、貯水槽内の貯留水の漏水をより確実に防止できる。かかる防水塗膜136を形成した場合は、該防水塗膜の損傷を防止するために、例えば図26(A)に示すように、該防水塗膜136を不織布等の保護材139で覆って後、前記第1、第2の押圧部材23,25の押圧当接部7を該保護材139の表面140に当接させる。このような構成も、前記上下の押圧当接部7,7や前記左右の押圧当接部7,7を突っ張り状態で配設する、ことに該当する。   Considering the bar arrangement status of each part of the aging water tank 2 (reinforcement status such as the presence or absence of reinforcing bars and bar arrangement density) and the internal situation of the water tank 2 (such as the occurrence of cracks), vibration during an earthquake If there is a risk of water leakage due to expansion of cracks, etc., the entire inner surface 135 of the water tank except the lower surface 27 of the top plate portion 9 (the entire inner surface 29 of the side wall portion 11 and the entire upper surface 21 of the bottom plate portion 10). Or a waterproof coating (for example, about 1 to 2 mm) having elastic elasticity as shown in FIG. 136) may be formed. Such a waterproof coating 136 can be formed by spraying or ironing a resin such as silicon or asphalt. When such a waterproof coating 136 is formed, for example, as shown in FIG. 26 (B), even when the crack 137 expands to some extent, the waterproof coating 136 can elastically extend and follow this, The leakage of stored water can be prevented more reliably. When such a waterproof coating 136 is formed, the waterproof coating 136 is covered with a protective material 139 such as a non-woven fabric as shown in FIG. The pressing contact portions 7 of the first and second pressing members 23 and 25 are brought into contact with the surface 140 of the protective material 139. Such a configuration also corresponds to the arrangement of the upper and lower pressing contact portions 7 and 7 and the left and right pressing contact portions 7 and 7 in a stretched state.

そして、該補強枠体5の内部には、前記作業路形成開口部122が貯水槽2の延長方向に連通状態となることによって、図2〜3に示すように、水平方向に延長して作業者の移動を可能とする前記作業路12が形成される。該作業路12は、その上側部分13が上に突のV字状を呈すると共にその下側部分15が下に突のV字状を呈して上下に大きく拡張しているため、上下の部分が水平を呈する作業路に比し作業者の移動が容易となる。   And, as shown in FIGS. 2 to 3, the work path forming opening 122 communicates with the extension direction of the water storage tank 2 so as to extend in the horizontal direction inside the reinforcing frame 5. The work path 12 that allows the person to move is formed. Since the upper portion 13 of the work path 12 has a protruding V shape and the lower portion 15 of the work path 12 has a protruding V shape, the upper and lower portions of the working path 12 are greatly expanded vertically. The operator can move more easily than a horizontal work path.

次に、前記構成を有する補強枠体5を前記貯水槽2の内部6に構成する施工工程を説明する。先ず図27、図28に示すように、前記単位枠体102の6個を配設すべき部分において、前記下の横方向の突っ張り部材110を構成すると共に、その左右の連結部材21c,21cと中間の連結部材21dの夫々に、前記第1の押圧部材23,23,23を下向きに連結して単位下枠部材141を構成し、該第1の押圧部材23,23,23の前記押圧当接部7,7,7の下端の当接面79,79,79を前記底版部10の上面26に当接させる。且つ、水平方向で逆向きに連結されている前記第1の押圧部材23,23の前記押圧当接部7,7の先端の当接面79,79を前記側壁部11,11の内側面29,29に当接させ、前記調節ネジ軸70を適宜回転操作して、該下の横方向の突っ張り部材110を対向する側壁部11,11間に所要の突っ張り状態とし、前記ロックナット71を締め付けて該突っ張り状態を固定する。   Next, a construction process for configuring the reinforcing frame 5 having the above configuration inside the water storage tank 2 will be described. First, as shown in FIGS. 27 and 28, in the portion where the six unit frame bodies 102 are to be disposed, the lower horizontal stretching member 110 is formed, and the left and right connecting members 21c, 21c The first pressing members 23, 23, 23 are connected downward to each of the intermediate connecting members 21 d to form a unit lower frame member 141, and the pressing contact of the first pressing members 23, 23, 23 is made. The contact surfaces 79, 79, 79 at the lower ends of the contact portions 7, 7, 7 are brought into contact with the upper surface 26 of the bottom plate portion 10. Further, the abutting surfaces 79, 79 at the tips of the pressing abutting portions 7, 7 of the first pressing members 23, 23 connected in the opposite direction in the horizontal direction are used as the inner side surfaces 29 of the side wall portions 11, 11. 29, and the adjusting screw shaft 70 is appropriately rotated to bring the lower lateral tension member 110 into a required tension state between the opposing side walls 11, 11, and tighten the lock nut 71. To fix the stretched state.

又、前記端部枠体101を配設すべき部分において、図27、図32に示すように、前記横部材42aの両端に連結部材21c,21dを連結すると共に該連結部材21,21に前記第1の押圧部材23,23を下向きに連結して端部下枠部材142を構成し、該第1の押圧部材23,23の前記押圧当接部7,7の下端の当接面79,79を前記底版部10の上面26に当接させる。これによって、端部下枠部材142を構成する。   Further, in the portion where the end frame 101 is to be disposed, as shown in FIGS. 27 and 32, connecting members 21c and 21d are connected to both ends of the lateral member 42a and the connecting members 21 and 21 are connected to the connecting members 21 and 21, respectively. The first pressing members 23, 23 are connected downward to constitute an end lower frame member 142, and the contact surfaces 79, 79 at the lower ends of the pressing contact portions 7, 7 of the first pressing members 23, 23. Is brought into contact with the upper surface 26 of the bottom plate portion 10. Thus, the end lower frame member 142 is configured.

このように構成された前記単位下枠部材141の全ての下の横方向の突っ張り部材110と、該端部下枠部材142の該横部材42aは水平状態を呈し且つ同一高さに位置する。   The horizontal stretching members 110 under the unit lower frame member 141 thus configured and the lateral members 42a of the end lower frame member 142 are in a horizontal state and are at the same height.

そして、かかる並設状態の単位下枠部材141,141,141,141,141、141及び、端部下枠部材142を構成する各部の連結部材21の貯水槽の延長方向F3での配置状態は、図27に示すように、水平方向で重なる配置状態となされている。このようにして配設された連結部材の群を1段目の連結部材群21Aという。従って、該1段目の連結部材群21Aに関し、孔心を共通にして水平連通状態にある連通繋ぎ孔126(図27)が3列形成される。その後、図27に示すように、該連通繋ぎ孔126,126,126の夫々に横方向の前記直線状繋ぎ杆22,22,22を挿通状態とする。そして前記と同様の要領で、該直線状繋ぎ杆22を前記連結部材21に固定する(図24〜25)。これによって、補強構造1のベース枠部143が構成されることになる。   And the arrangement | positioning state in the extension direction F3 of the storage tank of the connection member 21 of each part which comprises the unit lower frame member 141,141,141,141,141,141 of this juxtaposed state and the edge part lower frame member 142, As shown in FIG. 27, the arrangement state is overlapped in the horizontal direction. The group of connecting members arranged in this way is referred to as a first-stage connecting member group 21A. Therefore, with respect to the first-stage connecting member group 21A, three rows of connecting holes 126 (FIG. 27) are formed in a horizontal communication state with a common hole core. Thereafter, as shown in FIG. 27, the linear connecting rods 22, 22, 22 in the lateral direction are inserted into the communication connecting holes 126, 126, 126, respectively. Then, in the same manner as described above, the linear connecting rod 22 is fixed to the connecting member 21 (FIGS. 24 to 25). As a result, the base frame portion 143 of the reinforcing structure 1 is configured.

その後、図29に示すように、前記各単位下枠部材141について、左右の連結部材21c,21cの夫々に、前記縦部材41bの下の第1の連結部20を連結すると共に、該縦部材41b,41bの上の第1の連結部20,20を前記連結部材21a,21aに連結する。然る後、前記傾斜枠部材115の両端の第1の連結部20,20を、前記中間の連結部材21dと、前記縦部材41bの上端の連結部材21aに夫々連結する。又図29に示すように、左右の連結部材21c,21cと、前記傾斜枠部材115を構成する前記中間の連結部材21eとを、前記傾斜繋ぎ部材117で連結する。これによって、前記下の横方向の突っ張り部材110の両側部分の上側に、互いに隣り合う直角三角形状の三角形枠部123a,123aが設けられると共に該三角形枠部123aは、前記傾斜繋ぎ部材117によって上下の三角形枠部123,123に分割されている。   Thereafter, as shown in FIG. 29, for each unit lower frame member 141, the first connecting portion 20 below the vertical member 41b is connected to the left and right connecting members 21c, 21c, and the vertical member The first connecting portions 20 and 20 on 41b and 41b are connected to the connecting members 21a and 21a. Thereafter, the first connecting portions 20 and 20 at both ends of the inclined frame member 115 are connected to the intermediate connecting member 21d and the connecting member 21a at the upper end of the vertical member 41b, respectively. Also, as shown in FIG. 29, the left and right connecting members 21c, 21c and the intermediate connecting member 21e constituting the inclined frame member 115 are connected by the inclined connecting member 117. As a result, right-angled triangular frame parts 123a, 123a are provided on both upper sides of the lower lateral stretching member 110, and the triangular frame part 123a is vertically moved by the inclined connecting member 117. Are divided into triangular frame portions 123 and 123.

そして前記端部下枠部材142については、図33に示すように、前記外側の連結部材21cに前記縦部材41bの下の第1の連結部20を連結すると共に、該縦部材41bの上の第1の連結部20を前記上の連結部材21aに連結する。又図33に示すように、前記傾斜枠部材115の両端の第1の連結部20,20を、前記内側の連結部材21dと前記上の連結部材21aに連結すると共に、前記外側の連結部材21cと、前記傾斜枠部材115を構成する前記中間の連結部材21eとを、前記傾斜繋ぎ部材117で連結する。これによって、前記横枠部材42aの上側に、直角三角形状の三角形枠部123aが形成されると共に該三角形枠部123aは、前記傾斜繋ぎ部材117によって上下の三角形枠部123,123に分割されている。又、前記内側の連結部材21dに前記傾斜部材116bの下の第1の連結部20を連結すると共に、該傾斜部材116bの上の第1の連結部20を上の連結部材21eに連結する。又、同高さにある前記中間の連結部材21eと該上の連結部材21eとを、水平繋ぎ部材128で連結する。これによって、前記下の三角形枠部123に隣り合わせて三角形枠部124が形成される。   As for the end lower frame member 142, as shown in FIG. 33, the first connecting portion 20 below the vertical member 41b is connected to the outer connecting member 21c, and the first upper portion above the vertical member 41b is connected. One connecting portion 20 is connected to the upper connecting member 21a. As shown in FIG. 33, the first connecting portions 20, 20 at both ends of the inclined frame member 115 are connected to the inner connecting member 21d and the upper connecting member 21a, and the outer connecting member 21c. And the intermediate connecting member 21e constituting the inclined frame member 115 are connected by the inclined connecting member 117. As a result, a right triangular triangle frame portion 123a is formed on the upper side of the horizontal frame member 42a, and the triangular frame portion 123a is divided into upper and lower triangular frame portions 123 and 123 by the inclined connecting member 117. Yes. In addition, the first connecting portion 20 below the inclined member 116b is connected to the inner connecting member 21d, and the first connecting portion 20 above the inclined member 116b is connected to the upper connecting member 21e. Further, the intermediate connecting member 21e and the upper connecting member 21e at the same height are connected by a horizontal connecting member 128. Thus, a triangular frame portion 124 is formed adjacent to the lower triangular frame portion 123.

このようにして、2段目の連結部材群21Bと3段目の連結部材群21Cを形成すると、該2段目の連結部材群21Bと該3段目の連結部材群21Cに関し、孔心を共通にして水平連通状態にある連通繋ぎ孔126が形成される。その後、該連通繋ぎ孔126の夫々に横方向の前記直線状繋ぎ杆22を挿通状態とし、前記と同様の要領で、該直線状繋ぎ杆22を前記連結部材21に固定する。これによって、補強枠体5の下側枠部145が構成されることになる。   In this way, when the second-stage connecting member group 21B and the third-stage connecting member group 21C are formed, a hole core is formed with respect to the second-stage connecting member group 21B and the third-stage connecting member group 21C. A common connection hole 126 is formed in a horizontal communication state in common. Thereafter, the linear connecting rod 22 in the lateral direction is inserted into each of the communication connecting holes 126, and the linear connecting rod 22 is fixed to the connecting member 21 in the same manner as described above. Thus, the lower frame portion 145 of the reinforcing frame 5 is configured.

その後、図30、図34に示すように、このように構成された下側枠部145と上下対称の形態で上側枠部146を構成する。そして、上下対向する傾斜枠部材115,115の前記中間の連結部材21e,21e、21e、21e相互を前記垂直繋ぎ部材119で連結する。これによって、4段目の連結部材群21Dと5段目の連結部材群21Eが形成される。該4段目の連結部材群21Dと該5段目の連結部材群21Eに関し、孔心を共通にして水平連通状態にある連通繋ぎ孔126が形成される。その後、該連通繋ぎ孔126の夫々に横方向の前記直線状繋ぎ杆22を挿通状態とし、前記と同様の要領で、該直線状繋ぎ杆22を前記連結部材21に固定する。そして、前記内側4隅に位置する直線状繋ぎ杆22,22,22,22の両端に、図2、図4〜5に示すように、前記第2の押圧部材25,25を前記と同様の要領によって連結する。又、図31に示すように、左右に位置する前記3段目の連結部材群21Cのうち、前記側方部100(図2)に存するものを除いて、夫々の連結部材21aに、水平方向で逆向きに、前記第1の押圧部材23,23の第1の連結部20を連結し、該第1の押圧部材23,23の前記押圧当接部7,7の外端部の当接面79,79を前記側壁部11,11の内側面29,29に当接させる。そして、上下の押圧当接部7,7と左右の押圧当接部7,7を所要の突っ張り状態とし、前記ロックナット71を締め付けて、上下方向、左右方向の突っ張り状態を固定する。これによって、図31に示すように、前記補強構造1が構成されることになる。   Thereafter, as shown in FIGS. 30 and 34, the upper frame portion 146 is configured in a vertically symmetrical manner with the lower frame portion 145 configured as described above. Then, the intermediate connecting members 21e, 21e, 21e, 21e of the inclined frame members 115, 115 that are vertically opposed to each other are connected by the vertical connecting member 119. As a result, a fourth-stage connecting member group 21D and a fifth-stage connecting member group 21E are formed. With respect to the fourth-stage connection member group 21D and the fifth-stage connection member group 21E, a communication connection hole 126 that is in a horizontal communication state with a common hole center is formed. Thereafter, the linear connecting rod 22 in the lateral direction is inserted into each of the communication connecting holes 126, and the linear connecting rod 22 is fixed to the connecting member 21 in the same manner as described above. Then, as shown in FIGS. 2 and 4 to 5, the second pressing members 25, 25 are provided at both ends of the linear connecting rods 22, 22, 22, 22 located at the four corners on the inner side as described above. Connect according to the procedure. In addition, as shown in FIG. 31, in the third-stage connecting member group 21C located on the left and right, except for those present in the side portion 100 (FIG. 2), each connecting member 21a is provided with a horizontal direction. In the reverse direction, the first connecting portion 20 of the first pressing members 23, 23 is connected, and the outer ends of the pressing contact portions 7, 7 of the first pressing members 23, 23 are in contact with each other. The surfaces 79 and 79 are brought into contact with the inner side surfaces 29 and 29 of the side wall portions 11 and 11. Then, the upper and lower pressing contact portions 7 and 7 and the left and right pressing contact portions 7 and 7 are set in a required tension state, and the lock nut 71 is tightened to fix the tension state in the vertical and horizontal directions. Thereby, as shown in FIG. 31, the said reinforcement structure 1 is comprised.

前記のようにして補強枠体5を構成する際、図29に一点鎖線で示し、又図36に拡大して示すように、前記下側枠部145を構成する内側の平行する2本の直線状繋ぎ杆22a,22aに足場用部材147の両端部分149,149を載置することにより足場150を構成できるため、高さの高い貯水槽2の補強構造1を構成する場合、作業者は、両端部分149,149が安定状態に支持された該足場150に乗って前記作業路12を移動でき、該足場150に乗って高所作業を行ない得るため、前記上側枠部146の組立てを容易に行なうことができる。又、前記夫々の第1の押圧部材23の押圧力の調整作業を該足場150に乗って容易に行なうことができる。そして、所要の組み立て作業が完了した後、前記足場用部材147を取り外すことによって、図2に示すような補強構造1を構成できることとなる。   When the reinforcing frame 5 is constructed as described above, the two parallel straight lines on the inner side constituting the lower frame portion 145 are shown by a one-dot chain line in FIG. 29 and enlarged in FIG. Since the scaffold 150 can be configured by placing both end portions 149, 149 of the scaffold member 147 on the joint rods 22a, 22a, when configuring the reinforcing structure 1 of the water tank 2 having a high height, Since the both ends 149 and 149 can ride on the scaffold 150 supported in a stable state and can move the work path 12 and can work on the scaffold 150 at a high place, the assembly of the upper frame portion 146 is facilitated. Can be done. Further, the adjustment operation of the pressing force of each of the first pressing members 23 can be easily performed on the scaffold 150. Then, after the required assembling work is completed, the reinforcing member 1 as shown in FIG. 2 can be configured by removing the scaffold member 147.

又、このようにして補強構造1を構成した後において、貯水槽2の内部を点検したりその内部の補修が必要となったときは、前記作業路12を作業者が容易に移動できると共に、単位枠体102が比較的大きな間隔を置いて並設されると共に、各部における上下の直線状繋ぎ杆22,22の間の間隔も比較的大きいことから、作業者が、各部における直線状繋ぎ杆22,22間を適当に移動することもできる。これらによって、かかる点検作業や補修作業を比較的容易に行なうことができる。   In addition, after the reinforcement structure 1 is configured in this way, when the inside of the water storage tank 2 is inspected or the inside needs to be repaired, an operator can easily move the work path 12, Since the unit frame bodies 102 are arranged in parallel with a relatively large interval, and the distance between the upper and lower linear connecting rods 22 and 22 in each portion is also relatively large, the operator can connect the linear connecting rods in each portion. It is also possible to move between 22 and 22 appropriately. Thus, such inspection work and repair work can be performed relatively easily.

図37〜41は補強構造1の他の実施例を示すものであり、頂版部9と底版部10との間で突っ張り状態となる縦方向の突っ張り部材103と、対向する側壁部11,11間で突っ張り状態となる横方向の突っ張り部材110を、図37〜38、図41に示すように、貯水槽2の横断面で見て格子状に配設すると共に、図40に示すように、貯水槽2の縦断面で見て格子状に配設した構成を有しており、マンホール部17と集水ピット18が上下対向状態で設けられてなる取水部分99においては、図37に示すように、該縦方向の突っ張り部材103と横方向の突っ張り部材110が省略されている。   FIGS. 37 to 41 show another embodiment of the reinforcing structure 1. The vertical stretching member 103 that is stretched between the top plate portion 9 and the bottom plate portion 10, and the opposing side wall portions 11, 11. As shown in FIGS. 37 to 38 and FIG. 41, the lateral stretching members 110 that are stretched between them are arranged in a lattice shape as seen in the transverse section of the water tank 2, and as shown in FIG. 40, As shown in FIG. 37, the water intake portion 99 has a configuration in which the water tank 2 is arranged in a lattice shape when viewed in the longitudinal section, and the manhole portion 17 and the water collecting pit 18 are provided in a vertically opposed state. In addition, the longitudinal tension member 103 and the lateral tension member 110 are omitted.

より具体的には、単位枠体102の5個を貯水槽2の延長方向F3に所要間隔で配設すると共に、前記取水部分99の側方部100に端部枠体101を配設してなる。   More specifically, five unit frame bodies 102 are arranged at a required interval in the extending direction F3 of the water storage tank 2, and end frame bodies 101 are arranged on the side portions 100 of the water intake portion 99. Become.

前記単位枠体102は、本実施例においては図38〜39に示すように、貯水槽2の頂版部9と前記底版部10との間に突っ張り状態で配設される縦方向の突っ張り部材103の4本を貯水槽2の延長方向と直交する方向(左右方向)F2に等間隔を置いて(例えば700mmの間隔を置いて)並設すると共に、対向する側壁部11,11間に突っ張り状態に配設される横方向の突っ張り部材110の3本を等間隔を置いて(例えば1050mmの間隔)配設して全体が一体化されてなるものである。   In the present embodiment, as shown in FIGS. 38 to 39, the unit frame body 102 is a vertical tension member disposed in a tension state between the top plate portion 9 and the bottom plate portion 10 of the water tank 2. Four of 103 are arranged in parallel in the direction (left-right direction) F2 orthogonal to the extension direction of the water storage tank 2 at equal intervals (for example, with an interval of 700 mm), and are stretched between the opposing side wall portions 11 and 11. The three horizontal stretching members 110 arranged in a state are arranged at equal intervals (for example, at an interval of 1050 mm) and integrated as a whole.

前記縦方向の突っ張り部材103は、図38に示すように、上下方向に一直線状を呈しており、図7(A)に示す縦部材41と同様の構成を有する長さの長い上下の縦部材41a,41b相互を前記連結部材21を介して連結すると共に、該上の縦部材41aの上端及び下の縦部材41bの下端に前記連結部材21,21を連結してなり、上下の連結部材21,21の夫々に、上下方向で逆向きに前記第1の押圧部材23,23を連結した構成を有している。前記上下の縦部材41a,41bは、例えば941mmの長さを有する   As shown in FIG. 38, the vertical stretching member 103 is straight in the vertical direction, and has a configuration similar to that of the vertical member 41 shown in FIG. 41a and 41b are connected to each other via the connecting member 21, and the connecting members 21 and 21 are connected to the upper end of the upper vertical member 41a and the lower end of the lower vertical member 41b. , 21 has a configuration in which the first pressing members 23, 23 are connected in the opposite direction in the vertical direction. The upper and lower vertical members 41a and 41b have a length of 941 mm, for example.

又前記横方向の突っ張り部材110は、図38に示すように、対向する側壁部11,11間に突っ張り状態に配設されるものであり、水平方向に一直線状を呈している。該横方向の突っ張り部材110は、図7(A)に示す横部材42と同様の構成を有する長さの短いものであり、3本の横部材42,42,42が前記縦方向の突っ張り部材103を構成する前記連結部材21,21を介して一直線状に連結されると共に、その左右の端部に前記連結部材21,21が連結されている。そして該左右の連結部材21,21夫々に、水平方向で見て逆向きに前記第1の押圧部材23,23が連結されている。前記横部材42は591mmの長さを有する。   Further, as shown in FIG. 38, the laterally extending member 110 is disposed in a state of being stretched between the opposing side wall portions 11 and 11, and has a straight line shape in the horizontal direction. The lateral stretching member 110 is a short member having the same configuration as the lateral member 42 shown in FIG. 7A, and the three lateral members 42, 42, 42 are the longitudinal stretching members. The connecting members 21 and 21 are connected in a straight line via the connecting members 21 and 21 constituting the main body 103, and the connecting members 21 and 21 are connected to the left and right ends thereof. The first pressing members 23 and 23 are connected to the left and right connecting members 21 and 21 in the opposite directions when viewed in the horizontal direction. The transverse member 42 has a length of 591 mm.

図37に示すように、かかる構成を有する単位枠体102の5個が、貯水槽2の延長方向F3に等間隔を置いて(例えば1000mmの間隔を置いて)並設されると共に、前記側方部100において、前記端部枠体101が配設される。   As shown in FIG. 37, five unit frame bodies 102 having such a configuration are arranged side by side in the extending direction F3 of the water storage tank 2 at equal intervals (for example, at an interval of 1000 mm), and the side In the side portion 100, the end frame body 101 is disposed.

前記端部枠体101は、図39に示すように、前記単位枠体102を基本として構成されており、前記取水部分99が存する部分では枠部分が省略されている。具体的には、前記右の縦方向の突っ張り部材103と、これに連結される2本の横部材42,42と、水平方向に突出する3本の第1の押圧部材23,23,23とが省略され、縦方向の突っ張り部材103の3本が等間隔で配設されると共に、これらを、横枠部材151で上下3段に連結した構成を有している。又、上方向に突出する3本の第1の押圧部材23,23,23は、前記マンホール部17の側方において、前記頂版部9の下面27に当接状態となされており、下方向に突出する3本の第1の押圧部材23,23,23は、前記集水ピット18の側方において、前記底版部10の上面26に当接状態となされている。   As shown in FIG. 39, the end frame body 101 is configured based on the unit frame body 102, and the frame portion is omitted in the portion where the water intake portion 99 exists. Specifically, the right vertical stretching member 103, the two lateral members 42 and 42 connected thereto, and the three first pressing members 23, 23, 23 projecting in the horizontal direction, Is omitted, and three of the longitudinal stretching members 103 are arranged at equal intervals, and these are connected in a three-stage manner with a horizontal frame member 151. Further, the three first pressing members 23, 23, 23 protruding upward are in contact with the lower surface 27 of the top plate portion 9 on the side of the manhole portion 17, and downward The three first pressing members 23, 23, 23 projecting to the side are in contact with the upper surface 26 of the bottom slab portion 10 on the side of the water collecting pit 18.

このように単位枠体102と端部枠体101が並設された状態で、各部に配置されている連結部材21の配置状態は、図40〜41に示すように、端部に位置する単位枠体102aの各連結部材21と、水平方向で重なる配置状態となされている。従って、孔心を共通にして水平連通状態にある連通繋ぎ孔126が12列が形成される。   As shown in FIGS. 40 to 41, the arrangement state of the connecting member 21 arranged in each part in the state where the unit frame 102 and the end frame 101 are arranged side by side is a unit located at the end. The connecting members 21 of the frame body 102a are arranged in an overlapping state in the horizontal direction. Accordingly, twelve rows of communication connection holes 126 in a horizontal communication state with a common hole core are formed.

然して、並設された単位枠体102と端部枠体101の全体は、該連通繋ぎ孔126の列の夫々について、図40〜41に示すように、直線状繋ぎ杆22が各連通繋ぎ孔126に挿通されている。本実施例においては、図41に示すように、平面視で、中央の2列の連通繋ぎ孔列126A,126Bに関しては、図14に示すと同様にして、該直線状繋ぎ杆22の端部分24を、前記第2の押圧部材25の前記連結筒部89に挿通すると共に、該連結筒部89の前記止着ネジ93と前記固定筒体129の止着ネジ131を締め付ける。これによって、該第2の押圧部材25が該直線状繋ぎ杆22の両端に、貯水槽の延長方向で見て外方に突出するように連結されている。該第2の押圧部材25,25の配設部位は、貯水槽の必要な補強を考慮して所要に設定される。なお、該直線状繋ぎ杆22と各連結部材21との連結状態は、図24や図25に示すと同様である。   However, as shown in FIGS. 40 to 41, the entire unit frame 102 and the end frame 101 arranged in parallel are connected to each of the communication connecting holes 126 as shown in FIGS. 126 is inserted. In the present embodiment, as shown in FIG. 41, the end portions of the linear connecting rods 22 in the same way as shown in FIG. 24 is inserted into the connecting cylinder part 89 of the second pressing member 25, and the fixing screw 93 of the connecting cylinder part 89 and the fixing screw 131 of the fixed cylinder 129 are tightened. Thus, the second pressing member 25 is connected to both ends of the linear connecting rod 22 so as to protrude outward as viewed in the direction of extension of the water storage tank. The arrangement | positioning site | part of this 2nd press member 25 and 25 is set as required in consideration of the required reinforcement of a water storage tank. In addition, the connection state of this linear connecting rod 22 and each connection member 21 is the same as that shown in FIG. 24 and FIG.

これによって、三次元形態を呈する補強枠体5と、上下左右の押圧当接部7を構成する前記第1、第2の押圧部材23,25とからなる補強構造1が構成される。かかる構成の補強構造1によるときは、上下方向F1の所要の突っ張り作用と左右方向F2の所要の突っ張り作用とによって、老朽化した地中埋設の前記貯水槽2を内側から効果的に補強できる。該押圧当接部7による、前記頂版部9と前記底版部10との間の突っ張り力及び、前記左右方向F2で対向する側壁部11,11間の突っ張り力、前記延長方向F3で対向する側壁部11,11間の突っ張り力は、前記押圧当接部7で支持される被支持部における必要な補強強度を考慮し、前記第1の押圧部材23の前記調節ネジ軸70の突出長さを調整して所要に設定する。これにより、該貯水槽2の耐力を向上させて貯水槽の破壊を防止できる。又、貯水槽内の貯留水の漏水を抑制できて、該老朽化した貯水槽の使用期間を延長させ得ることとなる。なお、このように補強枠体5を構成するときも、隣り合う縦方向の突っ張り部材103,103間や、隣り合う横方向の突っ張り部材110,110間に比較的大きな間隙を構成することによって、かかる間隙を作業者が移動可能であるため、貯水槽内部の点検や貯水槽内部の補修が可能である。   Thus, the reinforcing structure 1 including the reinforcing frame 5 having a three-dimensional form and the first and second pressing members 23 and 25 constituting the upper, lower, left and right pressing contact portions 7 is configured. When the reinforcing structure 1 having such a configuration is used, it is possible to effectively reinforce the aged underground buried water storage tank 2 from the inside by the required tension action in the vertical direction F1 and the required tension action in the left-right direction F2. The pressing abutment portion 7 causes a tension force between the top plate portion 9 and the bottom plate portion 10 and a tension force between the side wall portions 11 and 11 opposed in the left-right direction F2 to face each other in the extension direction F3. The tensile force between the side wall portions 11 and 11 takes into account the necessary reinforcing strength in the supported portion supported by the pressing contact portion 7, and the protruding length of the adjusting screw shaft 70 of the first pressing member 23. Adjust and set as required. Thereby, the yield strength of the water storage tank 2 can be improved and the destruction of the water storage tank can be prevented. Moreover, the leakage of the stored water in a water tank can be suppressed, and the use period of this aged water tank can be extended. Even when the reinforcing frame 5 is configured in this way, by configuring a relatively large gap between the adjacent longitudinal stretching members 103, 103 and between the adjacent lateral stretching members 110, 110, Since the operator can move through the gap, the inside of the water tank can be inspected and the inside of the water tank can be repaired.

老朽化した前記貯水槽2の各部における配筋状態(鉄筋の有無や密度等)や貯水槽の内部状況(クラックの発生状態等)を考慮し、地震時の振動等によってクラックが拡張して漏水の恐れがある場合は、前記と同様にして、頂版部の下面を除く貯水槽の内面に前記防水塗膜136(図26)を形成するのがよい。   Considering the bar arrangement (rebar presence / absence and density, etc.) in each part of the aging water tank 2 and the internal situation (crack generation, etc.) of the water tank, the crack expands due to vibration during an earthquake and leaks. In the case where there is a fear, the waterproof coating 136 (FIG. 26) is preferably formed on the inner surface of the water storage tank excluding the lower surface of the top plate portion in the same manner as described above.

図42〜45は、補強構造1のその他の実施例を示すものであり、三次元形態を呈する補強枠体5に、上下の押圧当接部7,7が設けられている。該補強構造1は、単位枠体102の多数を貯水槽の延長方向F3に略等間隔で並設すると共に、該並設された単位枠体102の全体を横方向の直線状繋ぎ杆22で連結した場合を示している。本実施例においては、上下対向して設けられたマンホール部17と集水ピット18とからなる取水部分99が貯水槽2の一端側寄りに設けられており、前記単位枠体102は、図44に示すように、該取水部分99を跨いで並設されている。   42 to 45 show another embodiment of the reinforcing structure 1, and upper and lower pressing contact portions 7 and 7 are provided on a reinforcing frame body 5 having a three-dimensional form. The reinforcing structure 1 includes a large number of unit frame bodies 102 arranged in parallel in the extending direction F3 of the water storage tank at substantially equal intervals, and the entire unit frame bodies 102 arranged in a horizontal direction are connected by a linear connecting rod 22 in the horizontal direction. The case where it connects is shown. In the present embodiment, a water intake portion 99 composed of a manhole portion 17 and a water collecting pit 18 provided so as to face each other is provided near one end side of the water storage tank 2, and the unit frame 102 is formed as shown in FIG. As shown in FIG. 3, the water intake portion 99 is straddled.

前記単位枠体102は本実施例においては図42〜43に示すように、縦方向の突っ張り部材103が、貯水槽の延長方向F3と直交する方向に間隔を置いて配設されると共に、横方向の突っ張り部材110が、上下に間隔を置いて配設されており、これらによって正方形状枠が構成されるようになされている。そして、該縦方向の突っ張り部材103は、前記貯水槽2の頂版部9と底版部10との間に突っ張り状態で配設されており、上下方向に一直線状を呈している。該縦方向の突っ張り部材103は、前記と同様構成の縦部材41の上下端に連結部材21,21が連結されると共に、該上下の連結部材21,21の夫々に、前記第1の押圧部材23,23が、上下方向で逆向きに突出するように連結されている。   In the present embodiment, as shown in FIGS. 42 to 43, the unit frame 102 is provided with longitudinal stretching members 103 arranged at intervals in a direction perpendicular to the extending direction F3 of the water storage tank. Directional tension members 110 are arranged vertically spaced apart from each other so as to form a square frame. The longitudinal stretching member 103 is disposed in a stretched state between the top plate portion 9 and the bottom plate portion 10 of the water storage tank 2 and has a straight line in the vertical direction. The vertical stretching member 103 has connecting members 21 and 21 connected to upper and lower ends of the vertical member 41 having the same structure as described above, and the first pressing member is connected to each of the upper and lower connecting members 21 and 21. 23 and 23 are connected so as to protrude in the opposite direction in the vertical direction.

又、前記横方向の突っ張り部材110は、対向する側壁部11,11に突っ張り状態に配設されており、水平方向に一直線状を呈している。該横方向の突っ張り部材110は、隣り合う上の連結部材21,21相互、下の連結部材21,21相互を夫々、前記と同様構成の横部材42,42で連結すると共に、上下の連結部材21,21に、前記第1の押圧部材23,23を水平方向で逆向きに突設して構成されている。又本実施例においては図42〜43に示すように、対角位置にある上下の連結部材21,21相互を、前記と同様構成の傾斜部材43で連結することにより該単位枠体102が補強されている。   Further, the lateral stretching member 110 is disposed in a stretched state on the opposing side wall portions 11 and 11, and has a straight line shape in the horizontal direction. The lateral stretching member 110 connects the adjacent upper connecting members 21 and 21 and the lower connecting members 21 and 21 with the horizontal members 42 and 42 having the same configuration as described above, and the upper and lower connecting members. 21 and 21 are constructed by projecting the first pressing members 23 and 23 in the horizontal direction in the opposite direction. In this embodiment, as shown in FIGS. 42 to 43, the upper and lower connecting members 21 and 21 at the diagonal positions are connected to each other by the inclined member 43 having the same structure as described above, so that the unit frame 102 is reinforced. Has been.

そして、このように単位枠体102と端部枠体101が並設された状態で、各部に配置されている連結部材21の配置状態は、図44〜45に示すように、端部に位置する単位枠体102aの各連結部材21と、水平方向で重なる配置状態となされている。従って、孔心を共通にして水平連通状態にある連通繋ぎ孔126が4列が形成される。   Then, in the state where the unit frame body 102 and the end frame body 101 are arranged side by side in this way, the arrangement state of the connecting member 21 arranged in each part is positioned at the end part as shown in FIGS. The unit frame body 102a is arranged so as to overlap the connecting members 21 in the horizontal direction. Therefore, four rows of communication connection holes 126 in a horizontal communication state with a common hole core are formed.

然して、並設された単位枠体102と端部枠体101の全体は、該連通繋ぎ孔126の列の夫々について、直線状繋ぎ杆22が各連通繋ぎ孔126に挿通されている。そして図14に示すと同様にして、各直線状繋ぎ杆22の両端部分24,24は、前記第2の押圧部材25の前記連結筒部89内に挿入されると共に、該連結筒部89の前記止着ネジ93と前記固定筒体129の止着ネジ131が締め付けられることによって、各直線状繋ぎ杆22の両端に第2の押圧部材25,25が、水平方向逆向きに突出する如く連結されている。なお、該直線状繋ぎ杆22と各連結部材21との連結状態は、図24や図25に示すと同様である。   However, in the entire unit frame 102 and end frame 101 arranged side by side, the linear connecting rod 22 is inserted into each communication connecting hole 126 for each row of the communication connecting holes 126. As shown in FIG. 14, both end portions 24, 24 of each linear connecting rod 22 are inserted into the connecting cylinder portion 89 of the second pressing member 25, and When the set screw 93 and the set screw 131 of the fixed cylinder 129 are tightened, the second pressing members 25 and 25 are connected to both ends of each linear connecting rod 22 so as to protrude in the opposite horizontal direction. Has been. In addition, the connection state of this linear connecting rod 22 and each connection member 21 is the same as that shown in FIG. 24 and FIG.

かかる構成を有する補強構造1は、前記第1、第2の押圧部材23,25を介し、上下方向の所要の突っ張り作用と左右方向の所要の突っ張り作用とによって、老朽化した地中埋設の前記貯水槽2を内側から効果的に補強できる。   The reinforcing structure 1 having such a configuration is the above-mentioned obsolete underground burial through the first and second pressing members 23, 25, by the required vertical action and the required horizontal action. The water tank 2 can be effectively reinforced from the inside.

図46は、貯水槽2が中間の隔壁部152によって左右の貯水槽部153,153に二分割され且つ、該左右の貯水槽部153,153が該隔壁部152に設けられた連通孔(図示せず)を介して連通されている場合における該貯水槽の補強構造1を示すものである。この場合は例えば図46に示すように、横方向の直線状繋ぎ杆22の適宜のものの端部分に連結される第2の押圧部材25,25が、前記側壁部11と前記隔壁部152との間で突っ張り状態となされる。   46, the water tank 2 is divided into two left and right water tank parts 153 and 153 by an intermediate partition part 152, and the left and right water tank parts 153 and 153 are provided in the communication hole (FIG. 46). It shows the reinforcing structure 1 of the water storage tank in the case where it is communicated through (not shown). In this case, for example, as shown in FIG. 46, the second pressing members 25, 25 connected to the appropriate end portions of the linear connecting rod 22 in the horizontal direction are formed between the side wall portion 11 and the partition wall portion 152. It is made a state of tension between.

図47〜52は、現場打ち施工によって構築されてなる老朽化した円筒状の貯水槽2に本発明に係る補強構造1を応用した場合を示すものであり、該補強構造1は、単位枠体102の5個を該貯水槽2内で上下方向に略等間隔で並設すると共に、該並設された単位枠体102の全体を縦方向の直線状繋ぎ杆22で連結してなる。   47 to 52 show a case where the reinforcing structure 1 according to the present invention is applied to an aging cylindrical water tank 2 constructed by site-in-place construction, and the reinforcing structure 1 is a unit frame. Five of 102 are juxtaposed in the water tank 2 in the vertical direction at substantially equal intervals, and the entire unit frame 102 arranged in parallel is connected by a vertical linear connecting rod 22.

前記単位枠体102は、本実施例においては図49に示すように、平面視で、2つの正方形状枠156,156が周方向に45度位置ずれして組み合わされており、該2つの正方形状枠156,156の一辺157の長さは等しく設定されている。そして該一辺157を構成する直線状枠部材159は、前記構成を有する直線棒状支持杆3の3本を前記連結部材21,21で連結して構成されると共に、夫々の正方形状枠156,156の角部には前記連結部材21が配置され、直交する直線状枠部材159,159の端部相互は連結部材21を介して連結されている。従って、2つの正方形状枠156,156は、その4つの角部に連結部材21を有している。   In the present embodiment, as shown in FIG. 49, the unit frame 102 is formed by combining two square frames 156 and 156 with a 45-degree positional shift in the circumferential direction in plan view. The lengths of one side 157 of the frame 156, 156 are set equal. And the linear frame member 159 which comprises this one side 157 is comprised by connecting the three linear rod-shaped support rods 3 which have the said structure with the said connection members 21 and 21, and each square frame 156,156. The connecting member 21 is disposed at the corner of each other, and the ends of the orthogonal frame members 159 and 159 that are orthogonal to each other are connected to each other via the connecting member 21. Accordingly, the two square frames 156 and 156 have the connecting members 21 at their four corners.

又、その内の一つの正方形状枠156aの内部は、直交する直線状枠部材159a,159bの夫々と平行する第1の直線状枠部材159cと第2の直線状枠部材159dとによって格子状に分割されている。該第1の直線状枠部材159cと第2の直線状枠部材159dは、共に、前記構成を有する直線棒状支持杆3の3本を前記連結部材21,21を介して連結してなる直線状を呈しており、その両端は、対向する前記直線状枠部材159a,159bの有する対向する連結部材21,21に連結されている。又、中央に位置する格子目160は対角線状枠部材161,161で連結されており、該対角線状枠部材161,161は、連結部材21を共通に用いて連結されている。そして、前記2つの正方形状枠156,156の、全ての角部に配置されている前記連結部材21には、前記第1の押圧部材23が、円筒形状を呈する前記貯水槽2の半径方向(水平方向)に突出する如く前記連結部材21に連結されており、図51に示すように、その押圧当接部7の当接面79が前記貯水槽2の円形内周面162に当接する如くなされている。   In addition, the inside of one square frame 156a is a lattice shape by a first linear frame member 159c and a second linear frame member 159d which are parallel to the orthogonal linear frame members 159a and 159b. It is divided into Both the first linear frame member 159c and the second linear frame member 159d are formed by connecting three linear rod-shaped support rods 3 having the above-described configuration via the connecting members 21 and 21. Both ends thereof are connected to opposing connecting members 21 and 21 included in the opposing linear frame members 159a and 159b. The lattice 160 located in the center is connected by diagonal frame members 161 and 161, and the diagonal frame members 161 and 161 are connected by using the connection member 21 in common. And the said 1st press member 23 is the radial direction (the said water tank 2 which exhibits cylindrical shape) to the said connection member 21 arrange | positioned at all the corner | angular parts of the said two square frame 156,156. As shown in FIG. 51, the contact surface 79 of the pressing contact portion 7 is in contact with the circular inner peripheral surface 162 of the water storage tank 2. Has been made.

そして、かかる単位枠体102の5個が上下方向で並設された状態で、各部に配置されている連結部材21の配置状態は、図50に示すように、上端に位置する単位枠体102aの各連結部材21と、上下方向で重なる配置状態となされている。従って、孔心を共通にして上下連通状態にある連通繋ぎ孔126が20列が形成される。   Then, in a state where five of the unit frame bodies 102 are arranged in parallel in the vertical direction, the arrangement state of the connecting members 21 arranged in the respective parts is as shown in FIG. 50 in the unit frame body 102a located at the upper end. It is set as the arrangement | positioning state which overlaps with each connection member 21 of an up-down direction. Therefore, 20 rows of communication connection holes 126 in the vertical communication state with a common hole core are formed.

然して、並設された単位枠体102の全体は、該連通繋ぎ孔126の列の夫々について、縦方向の直線状繋ぎ杆22が各連通繋ぎ孔126に挿通されている。そして図14に示すと同様にして、各直線状繋ぎ杆22の両端部分24,24が、前記第2の押圧部材25の前記連結筒部89内に挿入されると共に、該連結筒部89の前記止着ネジ93と前記固定筒体129の止着ネジ131が締め付けられることによって、各直線状繋ぎ杆22の両端に第2の押圧部材25,25が上下方向逆向きに突出する如く連結されている。なお、該直線状繋ぎ杆22と各連結部材21との連結状態は、図24や図25に示すと同様である。   However, in the entire unit frame 102 arranged in parallel, the linear connecting rods 22 in the vertical direction are inserted into the communicating connecting holes 126 for each row of the connecting connecting holes 126. Then, as shown in FIG. 14, both end portions 24, 24 of each linear connecting rod 22 are inserted into the connecting cylinder part 89 of the second pressing member 25, and the connecting cylinder part 89 By tightening the fixing screw 93 and the fixing screw 131 of the fixed cylinder 129, the second pressing members 25, 25 are connected to both ends of each linear connecting rod 22 so as to protrude in the opposite direction in the vertical direction. ing. In addition, the connection state of this linear connecting rod 22 and each connection member 21 is the same as that shown in FIG. 24 and FIG.

これによって、図51に示すように、前記第1、第2の押圧部材23,25の前記調節ネジ軸70の螺合状態を所要に調整した後に前記ロックナット71を締め付けることにより、図48〜49に示すように、前記貯水槽2の内部に、三次元形態を呈し且つ周囲部分にトラス構造部125が配設されてなる補強枠体5を構成できる。従って図47〜51に示すように、上下の押圧当接部7,7が、前記貯水槽2の頂版部9と底版部10との間に所要の突っ張り状態となると共に、半径方向(水平方向)に突出する対向する押圧当接部7,7が、対向する側壁部(円弧状を呈している)11,11間に突っ張り状態となる。かかる上下方向の所要の突っ張り作用と水平方向の所要の突っ張り作用によって、老朽化した地中埋設の前記貯水槽2を内側から効果的に補強できる。   As a result, as shown in FIG. 51, after the screwed state of the adjusting screw shaft 70 of the first and second pressing members 23 and 25 is adjusted as necessary, the lock nut 71 is tightened to thereby adjust the screw nut 71 as shown in FIG. As shown in 49, the reinforcing frame 5 having a three-dimensional form and having a truss structure 125 disposed in the peripheral portion can be formed inside the water storage tank 2. Therefore, as shown in FIGS. 47 to 51, the upper and lower pressing contact portions 7, 7 are in a required stretch state between the top plate portion 9 and the bottom plate portion 10 of the water storage tank 2, and the radial direction (horizontal The opposing pressing contact portions 7 and 7 projecting in the direction) are stretched between the opposing side wall portions (presenting arc shapes) 11 and 11. With the required vertical and horizontal tensioning action, the aged underground buried water tank 2 can be effectively reinforced from the inside.

図53〜57は、円筒形状の貯水槽2を補強する補強構造1の他の実施例を示すものであり、単位枠体102の複数を貯水槽2内で上下方向に所要間隔で並設すると共に、該並設された単位枠体102の全体を縦方向の直線状繋ぎ杆22で連結してなる三次元形態を呈し且つ、周囲部分にトラス構造部125が配設されてなる補強枠体5を具えている。そして前記と同様にして、上下の押圧当接部7,7が前記貯水槽2の頂版部9と底版部10との間に所要の突っ張り状態となると共に、半径方向に突出する対向する押圧当接部7,7が対向する側壁部11,11間に突っ張り状態となるように、前記と同様構成の第1、第2の押圧部材23,25が該補強枠体5に設けられている。かかる上下方向の所要の突っ張り作用と水平方向の所要の突っ張り作用によって、老朽化した地中埋設の前記貯水槽2を内側から効果的に補強できる。   53 to 57 show another embodiment of the reinforcing structure 1 that reinforces the cylindrical water storage tank 2, and a plurality of unit frame bodies 102 are juxtaposed in the vertical direction in the water storage tank 2 at a required interval. In addition, a reinforcing frame having a three-dimensional configuration in which the unit frames 102 arranged in parallel are connected by a linear connecting rod 22 in the vertical direction, and a truss structure portion 125 is disposed in the peripheral portion. 5 is provided. In the same manner as described above, the upper and lower pressing contact portions 7 and 7 are in a required tension state between the top plate portion 9 and the bottom plate portion 10 of the water storage tank 2 and are opposed to each other in the radial direction. First and second pressing members 23 and 25 having the same configuration as described above are provided on the reinforcing frame 5 so that the abutting portions 7 and 7 are stretched between the opposing side wall portions 11 and 11. . With the required vertical and horizontal tensioning action, the aged underground buried water tank 2 can be effectively reinforced from the inside.

本発明は、前記実施例で示したものに限定されるものでは決してなく、「特許請求の範囲」の記載内で種々の設計変更が可能であることはいうまでもない。その一例を挙げれば次のようである。   The present invention is by no means limited to those shown in the above-described embodiments, and it goes without saying that various design changes can be made within the scope of the claims. One example is as follows.

(1) 図58〜59は、前記連結部材21の他の構成を示すものであり、図58(A)では正方形板状の連結板45を以て構成され、図59(A)では正六角形板状の連結板45を以て構成され、図59(B)では正十角形板状の連結板45を以て構成され、図59(C)では正12角形板状の連結板45を以て構成され、図59(D)では正14角形板状の連結板45を以て構成され、図59(E)では正16角形板状の連結板45を以て構成されている。そして、これらの連結部材21の夫々において、連結板45の各辺32の中央点163と連結板45の中心165とを結んだ線(図58(A)で一点鎖線で示す)168上において円形同心で円形の連結孔50が設けられると共に、該連結板45の中央部分には、前記と同様構成の直線状繋ぎ杆22を挿通させるための繋ぎ孔51が設けられている。 (1) FIGS. 58 to 59 show another configuration of the connecting member 21. In FIG. 58 (A), the connecting member 45 is formed with a square plate-like connecting plate 45, and in FIG. 59 (A) is a regular hexagonal plate. 59 (B), it is configured with a regular decagonal plate-shaped coupling plate 45, and FIG. 59 (C) is configured with a regular dodecagonal plate-shaped coupling plate 45. FIG. ) Is configured with a regular tetragonal plate-like connecting plate 45, and FIG. 59E is configured with a regular hexagonal plate-like connecting plate 45. In each of these connecting members 21, a circle is formed on a line 168 (shown by an alternate long and short dash line in FIG. 58A) connecting the center point 163 of each side 32 of the connecting plate 45 and the center 165 of the connecting plate 45. A concentric and circular connecting hole 50 is provided, and a connecting hole 51 for inserting the linear connecting rod 22 having the same structure as described above is provided in the central portion of the connecting plate 45.

前記連結部材21の夫々の連結孔50には、例えば図58(B)(C)(D)に示すように、前記直線棒状支持杆3の前記第1の連結部20が連結される。該第1の連結部20は、コ字状部材30を以て構成されており、図58(B)(C)(D)に示すように、対向する挾持片33,33間に形成される挿入溝部35内に前記連結板45の縁側の部分55を挿入した状態において、前記各辺32が形成する平坦な規制当接面53が前記挿入溝部35の平坦な溝底面56と当接した状態となり、この状態で、前記挿通孔40,40が前記連結孔50と同心に連通状態となって連通孔57が形成されるようになされている。そして図58(C)に示すように、該連通孔57に、前記と同様にしてボルト59のネジ軸部60を挿通させると共にナット62を螺合し締め付けることによって、前記第1の連結部20が前記連結部材21に連結されるようになされている。この連結状態で図58(B)(C)(D)に示すように、平坦な溝底面56が平坦な規制当接面53と当接状態となるため、該第1の連結部20が該ボルト59の軸線回りに回転せず、前記連結部材21に対する前記直線棒状支持杆3の連結状態が一義的に定まり、連結状態が安定的に保持される。   For example, as shown in FIGS. 58B, 58C, and 58D, the first connecting portion 20 of the linear bar-shaped support rod 3 is connected to each connecting hole 50 of the connecting member 21. The first connecting portion 20 is constituted by a U-shaped member 30, and as shown in FIGS. 58 (B) (C) (D), an insertion groove portion formed between the opposing gripping pieces 33, 33. In the state in which the edge portion 55 of the connecting plate 45 is inserted into 35, the flat regulating contact surface 53 formed by each side 32 is in contact with the flat groove bottom surface 56 of the insertion groove 35, In this state, the insertion holes 40 and 40 are in communication with the connection hole 50 concentrically so that a communication hole 57 is formed. As shown in FIG. 58 (C), the threaded shaft portion 60 of the bolt 59 is inserted into the communication hole 57 in the same manner as described above, and the nut 62 is screwed and tightened to tighten the first connecting portion 20. Is connected to the connecting member 21. In this connected state, as shown in FIGS. 58B, 58C, and 58D, the flat groove bottom surface 56 comes into contact with the flat regulating contact surface 53, so that the first connecting portion 20 is Without rotating about the axis of the bolt 59, the connection state of the linear bar-shaped support rod 3 with respect to the connection member 21 is uniquely determined, and the connection state is stably maintained.

図8、図59(A)、図59(B)、図59(C)、図59(D)、図59(E)に示す連結部材21は、例えば図53〜57に示す円筒形状の貯水槽2の補強構造1を構成するために用いることができる。図8に示す正八角形板状の連結部材21は図48に示す補強構造1で用いられており、図59(A)に示す正六角形板状の連結部材21は、図53に示す補強構造1で用いられており、図59(B)に示す正10角形板状の連結部材21は図54で示す補強構造1で用いられている。又、図59(C)に示す正12角形板状の連結部材21は図55に示す補強構造1で用いられており、図59(D)に示す正14角形板状の連結部材21は図56で示す補強構造1で用いられており、図59(E)に示す正16角形板状の連結部材21は図57に示す補強構造1で用いられている。   8, 59 (A), 59 (B), 59 (C), 59 (D), and 59 (E), the connecting member 21 is, for example, a cylindrical water storage shown in FIGS. 53 to 57. It can be used to construct the reinforcing structure 1 of the tank 2. The regular octagonal plate-like connecting member 21 shown in FIG. 8 is used in the reinforcing structure 1 shown in FIG. 48, and the regular hexagonal plate-like connecting member 21 shown in FIG. 59A is the reinforcing structure 1 shown in FIG. The regular decagonal plate-like connecting member 21 shown in FIG. 59B is used in the reinforcing structure 1 shown in FIG. Further, the regular dodecagonal plate-like connecting member 21 shown in FIG. 59C is used in the reinforcing structure 1 shown in FIG. 55, and the regular dodecagonal plate-like connecting member 21 shown in FIG. The regular hexagonal plate-like connecting member 21 shown in FIG. 59 (E) is used in the reinforcing structure 1 shown in FIG.

図60〜61に示す連結部材21は、円形板状の連結板45を以て構成され、同心円上で且つ等角度ピッチで、円形の連結孔50の4個(図60(A))、6個(図61(A))、8個(図61(B))、10個(図61(C))、12個(図61(D))、14個(図61(E))、16個(図61(F))が設けられており、該連結板45の中央部分には、前記と同様構成の直線状繋ぎ杆22を挿通させるための繋ぎ孔51が設けられている。この場合も、図58に示す場合と同様にして、前記直線棒状支持杆3の前記第1の連結部20が連結される。この連結に際しては、図60(B)(C)(D)に示すように、コ字状部材30を以てなる前記第1の連結部20の前記挿入溝部35内に前記円板状の連結板45の縁側の部分55を挿入させ、円弧状を呈する規制当接面53が、前記挿入溝部35の溝底面(円弧状を呈する)56と当接状態とし、前記挿通孔40,40を前記連結孔50と同心の連通状態として連通孔57を形成する。この状態で、該連通孔57に、前記と同様にしてボルト59のネジ軸部60を挿通させると共にナット62を螺合し締め付けて、前記第1の連結部20を前記連結部材21に連結する。この連結状態で、図60(B)(C)(D)に示すように、円弧状の溝底面56が円弧状の規制当接面53と当接状態となるため、該第1の連結部20が該ボルト59の軸線回りに回転せず、前記連結部材21に対する前記直線棒状支持杆3の連結状態が一義的に定まり、連結状態が安定的に保持される。   The connecting member 21 shown in FIGS. 60 to 61 is configured by a circular plate-like connecting plate 45, and has four circular connecting holes 50 (FIG. 60 (A)) and six ( 61 (A)), 8 (FIG. 61 (B)), 10 (FIG. 61 (C)), 12 (FIG. 61 (D)), 14 (FIG. 61 (E)), 16 ( 61 (F)) is provided, and a connecting hole 51 for inserting the linear connecting rod 22 having the same structure as described above is provided in the central portion of the connecting plate 45. FIG. Also in this case, the first connecting portion 20 of the linear rod-like support rod 3 is connected in the same manner as shown in FIG. In this connection, as shown in FIGS. 60B, 60C, and 60D, the disk-shaped connecting plate 45 is inserted into the insertion groove portion 35 of the first connecting portion 20 having a U-shaped member 30. The restriction contact surface 53 having an arc shape is inserted into the groove bottom surface (presenting an arc shape) 56 of the insertion groove portion 35, and the insertion holes 40, 40 are connected to the connection hole. A communication hole 57 is formed as a communication state concentric with 50. In this state, the screw shaft portion 60 of the bolt 59 is inserted into the communication hole 57 in the same manner as described above, and the nut 62 is screwed and tightened to connect the first connecting portion 20 to the connecting member 21. . In this connected state, as shown in FIGS. 60B, 60C, and 60D, the arc-shaped groove bottom surface 56 comes into contact with the arc-shaped regulating contact surface 53, so that the first connecting portion 20 does not rotate around the axis of the bolt 59, the connection state of the linear bar-like support rod 3 with respect to the connection member 21 is uniquely determined, and the connection state is stably maintained.

(2) 図62〜63は、前記第1の連結部20の他の態様を示すものであり、前記と同様に構成されたコ字状部材30の両挾持片33,33に、前記連結板45に設けた複数の連通孔50と位置合わせして複数の挿通孔40が設けられている。図62(B)(C)(D)に示すように、該連結板45と該第1の連結部20に設けられている複数の連結孔50と複数の挿通孔40とを合致させて形成した連通孔57の夫々にボルト59を挿通させてナット62を螺締すれば、図62(C)に示すように、挿入溝部35の前記溝底面56と前記規制当接面53とを当接させない場合であっても、直線棒状支持杆3の第1の連結部20を連結部材21に、相対回転しないように連結できることとなる。又、このように複数本のボルト59を用いて連結する場合は、地震発生時等において、該連結部分に圧縮荷重だけでなく引っ張り荷重が作用するときに、かかる引っ張り荷重に対しても良好に抵抗できる。 (2) FIGS. 62 to 63 show another embodiment of the first connecting portion 20, and the connecting plate is attached to both holding pieces 33, 33 of the U-shaped member 30 configured in the same manner as described above. A plurality of insertion holes 40 are provided in alignment with the plurality of communication holes 50 provided in 45. As shown in FIGS. 62B, 62C, and 62D, the connecting plate 45, the plurality of connecting holes 50 provided in the first connecting portion 20, and the plurality of insertion holes 40 are formed to coincide with each other. When the bolt 59 is inserted into each of the communication holes 57 and the nut 62 is screwed, the groove bottom surface 56 of the insertion groove portion 35 and the restriction contact surface 53 come into contact with each other as shown in FIG. Even if not, the first connecting portion 20 of the straight bar-shaped support rod 3 can be connected to the connecting member 21 so as not to be relatively rotated. In addition, when connecting using a plurality of bolts 59 in this way, when a tensile load acts on the connecting portion in addition to a compressive load in the event of an earthquake, etc., it is also good against such a tensile load. I can resist.

(3) 前記連結部材21は、直線棒状支持杆3の第1の連結部20と直線状繋ぎ杆22とを連結させ得る各種構成のものを採用できる。
図64は、前記連結部材21のその他の態様を示すものであり、前記直線棒状支持杆3の筒状を呈する第1の連結部20に挿入させ得る連結突片165の複数が基板部166に放射状に突設されている。該連結突片165に貫設された連結孔50を、前記筒状の第1の連結部20に対向して設けられた挿通孔40,40とを合致させた状態で、図64(B)に示すように、ボルト59のネジ軸部60を挿通させてナット62で締め付けることにより該第1の連結部20を前記連結部材21に連結可能となされている。又、前記基板部166の中央部分には、前記直線状繋ぎ杆22を挿通させ得る繋ぎ孔51が設けられている。かかる構成の連結部材21と該直線状繋ぎ杆22とを連結するに際しては、本実施例においては図64(C)に示すように、前記繋ぎ孔51に、両側にネジ軸部167,167が設けられてなる繋ぎ軸169を挿通させることとしている。そして、該繋ぎ軸169の中央部分170を該繋ぎ孔51に位置させた状態で、前記基板部166の両側に突出するネジ軸部167,167を、前記直線状繋ぎ杆22の端部分の内周面に設けられているネジ孔部171に螺合させ締め付けることにより、図64(C)に示すように、両側の直線状繋ぎ杆22,22によって前記基板部166を両側から挾持した状態とし、これによって、前記連結部材21と前記直線状繋ぎ杆22とを連結するようになされている。
(3) The connecting member 21 may employ various configurations that can connect the first connecting portion 20 of the linear rod-shaped support rod 3 and the linear connecting rod 22.
FIG. 64 shows another aspect of the connecting member 21, and a plurality of connecting protrusions 165 that can be inserted into the first connecting portion 20 having the cylindrical shape of the linear bar-like support rod 3 are formed on the substrate portion 166. Radially projecting. FIG. 64B shows a state in which the connection hole 50 provided through the connection protrusion 165 is aligned with the insertion holes 40 and 40 provided to face the cylindrical first connection part 20. As shown in FIG. 5, the first connecting portion 20 can be connected to the connecting member 21 by inserting the screw shaft portion 60 of the bolt 59 and tightening it with a nut 62. Further, a connecting hole 51 through which the linear connecting rod 22 can be inserted is provided in the central portion of the substrate portion 166. When connecting the connecting member 21 having such a configuration and the linear connecting rod 22 in this embodiment, as shown in FIG. 64 (C), screw shaft portions 167 and 167 are provided in the connecting hole 51 on both sides. The connecting shaft 169 provided is inserted. Then, with the central portion 170 of the connecting shaft 169 positioned in the connecting hole 51, the screw shaft portions 167 and 167 projecting on both sides of the substrate portion 166 are connected to the end portions of the linear connecting rod 22. As shown in FIG. 64 (C), the board portion 166 is held from both sides by the straight connecting rods 22 and 22 on both sides, by screwing and tightening the screw holes 171 provided on the peripheral surface. Thus, the connecting member 21 and the linear connecting rod 22 are connected.

図65は前記連結部材21のその他の態様を示すものであり、内周面に雌ネジ部172が設けられてなる中央筒部173の延長方向の中央部分の外周面に、周方向に90度の角度ピッチで、内周面に雌ネジ部175が設けられてなるネジ筒部176,176,176,176が放射状に突出する如く溶接されてなり、該放射状のネジ筒部176,176,176,176の夫々に、前記直線棒状支持杆3の端部分に設けられた、外周面に雄ネジ部が設けられてなるネジ軸部177(第1の連結部20)を螺合することにより該直線棒状支持杆3を該連結部材21に連結可能となされている。そして図65(B)に示すように、前記中央筒部173の両側部分のネジ筒部179,179に、直線状繋ぎ杆22の端部分に設けられたネジ軸部180を螺合することにより、該連結部材21を直線状繋ぎ杆22に連結可能となされている。   FIG. 65 shows another aspect of the connecting member 21, 90 degrees in the circumferential direction on the outer peripheral surface of the central portion in the extending direction of the central cylindrical portion 173 provided with the female screw portion 172 on the inner peripheral surface. Screw cylinders 176, 176, 176, and 176, which are provided with an internal thread portion 175 on the inner peripheral surface, are welded so as to project radially, and the radial screw cylinder portions 176, 176, and 176 , 176, by screwing a screw shaft portion 177 (first connecting portion 20) provided on the outer peripheral surface of the straight rod-like support rod 3 with an external thread portion. The straight bar-like support rod 3 can be connected to the connecting member 21. Then, as shown in FIG. 65 (B), by screwing the screw shaft portion 180 provided at the end portion of the linear connecting rod 22 into the screw tube portions 179 and 179 on both sides of the central tube portion 173. The connecting member 21 can be connected to the linear connecting rod 22.

図66は、前記連結部材21のその他の態様を示すものであり、両側にネジ軸部193,193が設けられてなる中央ネジ軸195と、内側にネジ孔部196が設けられると共に外側の端部分にネジ軸部197が設けられてなる両側の挾持連結筒199,199とを具えている。該連結部材21を用いて前記直線状繋ぎ杆22を連結部材21に連結するに際しては、複数の直線棒状支持杆3の板状の第1の連結部20を、相互間に座金200を介在させて配設する。その後、該第1の連結部20に設けられている挿通孔40と該座金200の通孔201に前記中央ネジ軸195を挿通させ、該中央ネジ軸195の両側のネジ軸部193,193の夫々を、前記挾持連結筒199の内側の前記ネジ孔部196に螺合し、該両側の挾持連結筒199,199を締め付けることによって、該挾持連結筒199,199と、板状の前記第1の連結部20の複数と、前記座金200の複数の全体とを一体化する。その後、前記挾持連結筒199の前記ネジ軸部197を、直線状繋ぎ杆22の端部分に設けられているネジ筒部202に螺合し締め付けると、該直線状繋ぎ杆22を連結部材21に連結できる。   FIG. 66 shows another embodiment of the connecting member 21, a central screw shaft 195 provided with screw shaft portions 193 and 193 on both sides, a screw hole portion 196 provided on the inner side, and an outer end. It is provided with holding connecting cylinders 199 and 199 on both sides in which screw shaft portions 197 are provided in the portion. When the linear connecting rod 22 is connected to the connecting member 21 using the connecting member 21, the plate-like first connecting portions 20 of the plurality of linear rod-shaped supporting rods 3 are interposed with washers 200 therebetween. Arrange. Thereafter, the central screw shaft 195 is inserted into the insertion hole 40 provided in the first connecting portion 20 and the through hole 201 of the washer 200, and the screw shaft portions 193 and 193 on both sides of the central screw shaft 195 are inserted. Each is screwed into the screw hole portion 196 inside the holding connection cylinder 199, and the holding connection cylinders 199, 199 on both sides are tightened, whereby the holding connection cylinders 199, 199 and the plate-like first are formed. The plurality of connecting portions 20 and the plurality of washers 200 are integrated together. Thereafter, when the screw shaft portion 197 of the holding connecting cylinder 199 is screwed into and tightened to the screw cylinder portion 202 provided at the end portion of the linear connecting rod 22, the linear connecting rod 22 is connected to the connecting member 21. Can be linked.

図67は、前記連結部材21が、前記直線状繋ぎ杆22の周面部に溶接により突設された複数の連結突片203を有して構成されており、該連結突片203に連結孔50が貫設されている。然して例えば図67(B)(C)に示すように、前記直線棒状支持杆3の端部に設けられたコ字状連結部材30を以てなる第1の連結部20の挿入溝部35に該連結突片203を挿入状態とし、該連結孔50と該コ字状連結部材30の両挾持片33,33に設けられた挿通孔40,40とを合致させて連通孔57を形成し、該連通孔57にボルト206のネジ軸部207を挿通させ且つネジ軸端部分209にナット210を螺合し締め付けることによって、前記直線棒状支持杆3を連結部材21に連結できる。   67, the connecting member 21 is configured to have a plurality of connecting protrusions 203 protruding from the peripheral surface portion of the linear connecting rod 22 by welding, and the connecting protrusions 203 are connected to the connecting holes 50. Is penetrated. Thus, for example, as shown in FIGS. 67 (B) and 67 (C), the connecting protrusion is inserted into the insertion groove 35 of the first connecting portion 20 having the U-shaped connecting member 30 provided at the end of the linear rod-like support rod 3. The connecting hole 50 and the insertion holes 40, 40 provided in the holding pieces 33, 33 of the U-shaped connecting member 30 are made to coincide with each other to form a communication hole 57, and the communication hole 57 is formed. The straight rod-shaped support rod 3 can be connected to the connecting member 21 by inserting the screw shaft portion 207 of the bolt 206 through 57 and screwing and tightening the nut 210 to the screw shaft end portion 209.

図68は、前記直線状繋ぎ杆22の延長方向の所要部分211に連結孔212を貫設することによって該所要部分211を有して連結部材21を構成した場合を示すものであり、前記直線棒状支持杆3の端部に設けられたコ字状連結部材30を以てなる第1の連結部20の対向する挿通孔40,40を該連結孔212と位置合わせして連通孔213を形成し、該連通孔213にボルト215のネジ軸部216を挿通させ且つネジ軸端部分217にナット219を螺合し締め付けることによって、直線棒状支持杆3を連結部材(直線状繋ぎ杆22の所要部分)21に連結可能とした場合を示すものである。   FIG. 68 shows a case in which the connecting member 21 is configured to have the required portion 211 by penetrating the connecting hole 212 in the required portion 211 in the extending direction of the linear connecting rod 22. The opposing insertion holes 40, 40 of the first connecting part 20 with the U-shaped connecting member 30 provided at the end of the rod-like support rod 3 are aligned with the connecting hole 212 to form the communicating hole 213, By inserting the screw shaft portion 216 of the bolt 215 into the communication hole 213 and screwing and tightening the nut 219 to the screw shaft end portion 217, the straight rod-shaped support rod 3 is connected to the connecting member (the required portion of the linear connecting rod 22). 21 shows a case where connection is possible.

図69は連結部材21のその他の態様を示すものであり、前記直線状繋ぎ杆22の延長方向の所要部分220を両側から抱持するように構成された抱持片221,222を有して構成されている。該抱持片221,222は、半円弧状片223の両端に締付け片224,224を突設してなり、一方の抱持片221は直線棒状支持杆3の端部に固定されており、他方の抱持片222は独立部材として構成されている。然して、図69(B)(C)に示すように、前記直線状繋ぎ杆22の前記所要部分220を前記の両抱持片221,222で抱持すると共に、該抱持部分の両側において締付け片224,224相互、締付け片224,224相互を当接させ、且つ、当接状態にある締付け片224,224を夫々ボルト225,225とナット226とで固定することによって、両抱持片221,222からなる連結部材21を介して、直線棒状支持杆3の第1の連結部20を直線状繋ぎ杆22の所要部分としての前記連結部材21に連結できる。   FIG. 69 shows another embodiment of the connecting member 21, which includes holding pieces 221 and 222 configured to hold the required portion 220 in the extending direction of the linear connecting rod 22 from both sides. It is configured. The holding pieces 221 and 222 are formed by projecting clamping pieces 224 and 224 at both ends of the semicircular arc piece 223, and one holding piece 221 is fixed to the end of the linear bar-like support rod 3, The other holding piece 222 is configured as an independent member. However, as shown in FIGS. 69B and 69C, the required portion 220 of the linear connecting rod 22 is held by both the holding pieces 221 and 222, and tightened on both sides of the holding portion. The two holding pieces 221 are formed by bringing the pieces 224, 224 and the fastening pieces 224, 224 into contact with each other and fixing the fastening pieces 224, 224 in the contact state with bolts 225, 225 and nuts 226, respectively. , 222, the first connecting portion 20 of the linear bar-like support rod 3 can be connected to the connecting member 21 as a required portion of the linear connecting rod 22.

図70は、前記連結部材21のその他の態様を示すものであり、前記直線状繋ぎ杆22の外周面227に突設された軸部228の先端に同心に固定された、例えば円板状の当接連結板229を有して構成されている。該当接連結板229の周縁部分230には、周方向に所要ピッチでネジ孔231が並設されている。又、前記直線棒状支持杆3の端部にも同径の円板状の当接連結板232が固定されており、該当接連結板232の周縁部分233には、周方向に所要ピッチで挿通孔235が並設されている。然して図70(B)(C)に示すように、前記ネジ孔231と前記挿通孔235とを合致させて該両当接連結板229,232を当接させ且つ、該挿通孔235側から固定ネジ236を挿通し該ネジ孔231に螺合し締め付けることによって、該両当接連結板229,232を連結でき、これにより、直線棒状支持杆3の第1の連結部20を前記連結部材21に連結できる。   FIG. 70 shows another aspect of the connecting member 21, which is concentrically fixed to the tip of the shaft portion 228 protruding from the outer peripheral surface 227 of the linear connecting rod 22, for example, in the shape of a disk. A contact connecting plate 229 is provided. Screw holes 231 are provided side by side at a required pitch in the circumferential direction at the peripheral portion 230 of the contact connecting plate 229. In addition, a disc-shaped abutting connection plate 232 having the same diameter is also fixed to the end of the straight bar-shaped support rod 3, and the peripheral portion 233 of the corresponding connection plate 232 is inserted at a required pitch in the circumferential direction. A hole 235 is provided in parallel. As shown in FIGS. 70B and 70C, the screw holes 231 and the insertion holes 235 are brought into contact with each other so that the contact connecting plates 229 and 232 are in contact with each other and fixed from the insertion hole 235 side. The abutting connecting plates 229 and 232 can be connected by inserting and tightening the screw 236 into the screw hole 231, whereby the first connecting portion 20 of the linear bar-like support rod 3 is connected to the connecting member 21. Can be linked to.

図71は、例えば正八角形板状の連結板45を以てなる連結部材21に直線状繋ぎ杆22を連結するその他の態様を示すものであり、図24に示す固定筒体129,129に螺合された前記止着ネジ131が、その締め付けによって該直線状繋ぎ杆22の周面部189に設けたネジ孔182に螺合されるように構成した場合を示している。   FIG. 71 shows another embodiment in which the linear connecting rod 22 is connected to the connecting member 21 having, for example, a regular octagonal plate-like connecting plate 45, and is screwed into the fixed cylinders 129 and 129 shown in FIG. 24. In addition, the case where the fixing screw 131 is configured to be screwed into the screw hole 182 provided in the peripheral surface portion 189 of the linear connecting rod 22 by the tightening thereof is shown.

又図72は、前記固定筒体129に代えて、C字状固定部材183を用いる場合を示している。該C字状固定部材183は、C字状のバンド部185の両端に締付け片186,187を対向状態に突設してなり、一方の締付け片186に透孔189を設けると共に他方の締付け片187にはネジ孔190が設けられている。然して、図72(B)(C)に示すように、前記直線状繋ぎ杆22を前記連結部材21の繋ぎ孔51に挿通し且つ該連結部材21の両側に位置する繋ぎ杆部分191の夫々に前記C字状固定部材183,183を取り付け、両バンド部185,185が該連結部材21を挾持した状態となし、この状態で、前記透孔189を挿通した止着ボルト192を前記ネジ孔190に螺合し締め付けることによって、前記直線状繋ぎ杆22を連結部材21に連結できる。   FIG. 72 shows a case where a C-shaped fixing member 183 is used instead of the fixed cylinder 129. The C-shaped fixing member 183 is formed by projecting clamping pieces 186 and 187 at both ends of the C-shaped band portion 185 so as to face each other, and providing one through piece 186 with a through hole 189 and the other fastening piece. A screw hole 190 is provided in 187. However, as shown in FIGS. 72B and 72C, the linear connecting rod 22 is inserted into the connecting hole 51 of the connecting member 21 and is connected to each of the connecting rod portions 191 located on both sides of the connecting member 21. The C-shaped fixing members 183 and 183 are attached, and both the band portions 185 and 185 hold the connecting member 21. In this state, the fixing bolt 192 inserted through the through hole 189 is inserted into the screw hole 190. The linear connecting rod 22 can be connected to the connecting member 21 by screwing and tightening.

(4) 図73、図74は、前記第1の押圧部材23、第2の押圧部材25の他の態様の一部を示すものであり、円板状を呈する押圧当接部7の一面側の中央部分において、内周面に雌ネジ部237が設けられてなるネジ筒部239を突設した構成を有しており、前記直線棒状支持杆3又は前記直線状繋ぎ杆22の端部分のネジ軸部240を、該ネジ筒部239に螺合可能となされている。そして、該ネジ筒部239を所要に回転させることにより、該押圧当接部7が、前記頂版部9の下面27や底版部10の上面26、側壁部11の内側面29を所要の押圧力で押圧するようになされている。この所要の押圧状態は、図73に示すように、ロックナット71を締め付けることによってロックできる。或いは図74に示すように、前記ネジ筒部239に設けられた係合孔241を、前記ネジ軸部240にその延長方向に設けられた係合溝241に位置合わせして後、該係合孔241を挿通するノックピン242を該係合溝241に打ち込むことによりロックできる。 (4) FIG. 73 and FIG. 74 show a part of another aspect of the first pressing member 23 and the second pressing member 25, and one surface side of the pressing contact portion 7 having a disk shape. In the central portion of the inner peripheral surface, and a screw cylinder portion 239 provided with a female screw portion 237 is provided on the inner peripheral surface, and the end portion of the straight rod-like support rod 3 or the straight connecting rod 22 is provided. The screw shaft portion 240 can be screwed into the screw cylinder portion 239. Then, by rotating the screw cylinder portion 239 as required, the pressing contact portion 7 presses the lower surface 27 of the top plate portion 9, the upper surface 26 of the bottom plate portion 10, and the inner surface 29 of the side wall portion 11. It is made to press with pressure. This required pressing state can be locked by tightening a lock nut 71 as shown in FIG. Alternatively, as shown in FIG. 74, the engagement hole 241 provided in the screw cylinder portion 239 is aligned with the engagement groove 241 provided in the extension direction of the screw shaft portion 240, and then the engagement is performed. The knock pin 242 inserted through the hole 241 can be locked by driving into the engagement groove 241.

図75は、前記押圧当接部7を円板状に構成すると共にその一面側の中央部分にネジ軸部243を突設してなり、該ネジ軸部243を、前記直線棒状支持杆3又は前記直線状繋ぎ杆22の端部分のネジ筒部245に螺合可能としてなり、該ネジ軸部243を所要に螺合して前記押圧当接部7の押圧力を所要に設定した後、該ネジ軸部243に螺合されているロックナット71を締め付けることによって、該押圧当接部7の押圧状態をロック可能となされている。   In FIG. 75, the pressing contact portion 7 is formed in a disc shape, and a screw shaft portion 243 is projected from a central portion on one surface side thereof, and the screw shaft portion 243 is connected to the linear rod-shaped support rod 3 or After being able to be screwed into the screw cylinder portion 245 at the end portion of the linear connecting rod 22, the screw shaft portion 243 is screwed as required and the pressing force of the pressing contact portion 7 is set as required, By tightening the lock nut 71 screwed into the screw shaft portion 243, the pressing state of the pressing contact portion 7 can be locked.

(5) 前記直線棒状支持杆3の第1の連結部20と前記連結部材21との連結は、前記ボルトを用いて行なうことの他、該連結を確実に行ない得るものであれば、ピン等の軸状物を用いて行なうものであってもよい。更には、溶接によることもできる。 (5) The first connecting portion 20 and the connecting member 21 of the linear rod-like support rod 3 are connected by using the bolts, as long as the connection can be reliably performed, a pin or the like It may be performed using a shaft-like material. Furthermore, it can also be by welding.

(6) 図76は、前記直線棒状支持杆3や直線状繋ぎ杆22の断面形態の他の態様を示すものであり、図76(A)はH型鋼を用いて構成した場合を示し、図76(B)はL型鋼を用いて構成した場合を示し、図76(C)はC型鋼を用いて構成した場合を示し、又図76(D)は、角形鋼管を用いて構成した場合を示している。 (6) FIG. 76 shows another aspect of the cross-sectional shape of the straight bar-like support rod 3 and the straight connecting rod 22, and FIG. 76 (A) shows a case where it is configured using H-shaped steel. 76 (B) shows a case of using L-shaped steel, FIG. 76 (C) shows a case of using C-shaped steel, and FIG. 76 (D) shows a case of using a square steel pipe. Show.

(7) 前記直線棒状支持杆3や前記連結部材21、前記直線状繋ぎ杆22は、防錆処理の施された鋼製や、ステンレス製、セラミック製とされることもある。 (7) The linear rod-shaped support rod 3, the connecting member 21, and the linear connecting rod 22 may be made of rust-proof steel, stainless steel, or ceramic.

(8) 本発明は、前記したように、前記補強枠体5の上下に設けられた上下の押圧当接部7,7が該貯水槽2の頂版部9と底版部10との間に突っ張り状態で配設され、該上の押圧当接部7が該頂版部9に突っ張り力を付与すると共に該下の押圧当接部7が該底版部10に突っ張り力を付与するようになされている。且つ、該補強枠体5の水平方向で見た両側に設けられてなる両側の押圧当接部7,7が該貯水槽2の対向する側壁部11,11間に突っ張り状態に配設され、該押圧当接部7が該側壁部11に突っ張り力を付与するようになされるものである。 (8) In the present invention, as described above, the upper and lower pressing contact portions 7, 7 provided above and below the reinforcing frame 5 are provided between the top plate portion 9 and the bottom plate portion 10 of the water tank 2. It is arranged in a stretched state, and the upper pressing contact portion 7 gives a pushing force to the top plate portion 9 and the lower pressing contact portion 7 gives a pushing force to the bottom plate portion 10. ing. In addition, the pressing contact portions 7 and 7 on both sides provided on both sides of the reinforcing frame 5 viewed in the horizontal direction are disposed in a stretched state between the opposing side wall portions 11 and 11 of the water tank 2, The pressing contact portion 7 applies a tension force to the side wall portion 11.

ここに、上下の押圧当接部7,7が該貯水槽2の頂版部9と底版部10との間に突っ張り状態で配設されるとは、上下の押圧当接部7,7が正しく上下対向するのが最も好ましいが、上下の押圧当接部7,7による荷重の支持が不安定化しない限り、位置ずれすることもある。又、水平方向で見た両側に設けられてなる両側の押圧当接部7,7が該貯水槽2の対向する側壁部11,11間に突っ張り状態に配設されるとは、両側の押圧当接部7,7が水平方向で見て正しく対向するのが最も好ましいが、両側の押圧当接部7,7による荷重の支持が不安定化しない限り、位置ずれすることもある。   Here, the upper and lower press contact portions 7 and 7 are disposed in a stretched state between the top plate portion 9 and the bottom plate portion 10 of the water storage tank 2. Although it is most preferable to correctly face the upper and lower sides, the position may be shifted as long as the load support by the upper and lower pressing contact portions 7 and 7 does not become unstable. Further, the pressing contact portions 7 and 7 on both sides provided on both sides viewed in the horizontal direction are disposed in a stretched state between the opposite side wall portions 11 and 11 of the water tank 2. Although it is most preferable that the abutting portions 7 and 7 face each other correctly when viewed in the horizontal direction, the positions may be displaced as long as the load support by the pressing abutting portions 7 and 7 on both sides does not become unstable.

(9) 前記貯水槽2の頂版部9の下面27や底版部10の上面26、側壁部11の内側面29に当接して突っ張り力を付与する押圧当接部7の配置状態は、貯水槽2の各部の鉄筋密度やコンクリートの劣化の程度等、対象とする貯水槽の劣化状況を考慮し適宜に設定されるものである。 (9) The arrangement state of the pressing contact portion 7 that abuts against the lower surface 27 of the top plate portion 9, the upper surface 26 of the bottom plate portion 10, and the inner side surface 29 of the side wall portion 11 of the water storage tank 2 and applies a tension force is It is appropriately set in consideration of the deterioration status of the target water storage tank, such as the density of reinforcing bars in each part of the tank 2 and the degree of deterioration of the concrete.

例えば図77の上下部分に示すように、図3に示す場合において、上下の前記横部材42a,42b、42a,42bの中間において連結部材21pを更に配置すると共に、該連結部材21pに前記第1の押圧部材23を連結することによって、前記頂版部9と前記底版部10との間に縦方向の突っ張り部材103が配設された状態とすることがある。この場合、図77に示すように、該連結部材21pと、その直上の前記連結部材21eとを縦部材41cで連結することもある。又、例えば図77の左側に示すように、縦方向の突っ張り部材103の所要の縦部材41bの中間において前記連結部材21qを更に配置すると共に該連結部材21qに前記第1の押圧部材23を連結することによって、対向する側壁部11,11間に菱形状枠部244等の枠部を介して左右の押圧当接部7,7を突っ張り状態で配設することもある。この場合、図77に示すように、該連結部材21qとその右側に位置する前記連結部材21eとを横部材42dで連結することもある。   For example, as shown in the upper and lower parts of FIG. 77, in the case shown in FIG. 3, a connecting member 21p is further arranged in the middle of the upper and lower transverse members 42a, 42b, 42a, 42b, and the first connecting member 21p is connected to the first member. By connecting the pressing member 23, there may be a state in which a longitudinal stretching member 103 is disposed between the top plate portion 9 and the bottom plate portion 10. In this case, as shown in FIG. 77, the connecting member 21p and the connecting member 21e immediately above the connecting member 21p may be connected by a vertical member 41c. For example, as shown on the left side of FIG. 77, the connecting member 21q is further arranged in the middle of the required vertical member 41b of the longitudinal stretching member 103, and the first pressing member 23 is connected to the connecting member 21q. By doing so, the left and right pressing contact portions 7, 7 may be disposed in a stretched state between the opposing side wall portions 11, 11 via a frame portion such as a rhombus-shaped frame portion 244. In this case, as shown in FIG. 77, the connecting member 21q and the connecting member 21e located on the right side thereof may be connected by a lateral member 42d.

(10)本発明が補強の対象とする貯水槽2は、プレキャストコンクリートブロックを組み立てて構築したものであってもよい。 (10) The water tank 2 to be reinforced by the present invention may be constructed by assembling precast concrete blocks.

1 補強構造
2 貯水槽
3 直線棒状支持杆
5 補強枠体
6 内部
7 押圧当接部
9 頂版部
10 底版部
11 側壁部
12 作業路
13 上側部分
15 下側部分
17 マンホール部
18 集水ピット
20 第1の連結部
21 連結部材
22 直線状繋ぎ杆
23 第1の押圧部材
25 第2の押圧部材
26 上面
27 下面
29 内側面
30 コ字状部材
35 挿入溝部
40 挿通孔
50 連結孔
51 繋ぎ孔
53 規制当接面
56 溝底面
57 連通孔
63 筒状連結部材
65 ネジ軸押圧部材
67 第2の連結部
70 調節ネジ軸
88 第3の連結部
99 取水部分
100 側方部
101 端部枠体
102 単位枠体
103 縦方向の突っ張り部材
110 横方向の突っ張り部材
126 連通繋ぎ孔
136 防水塗膜
139 保護材
147 足場用部材
150 足場
DESCRIPTION OF SYMBOLS 1 Reinforcement structure 2 Water storage tank 3 Straight rod-shaped support rod 5 Reinforcement frame body 6 Inside 7 Press contact part 9 Top plate part 10 Bottom plate part 11 Side wall part 12 Work path 13 Upper part 15 Lower part 17 Manhole part 18 Water collecting pit 20 First connecting portion 21 Connecting member 22 Linear connecting rod 23 First pressing member 25 Second pressing member 26 Upper surface 27 Lower surface 29 Inner surface 30 U-shaped member 35 Inserting groove portion 40 Inserting hole 50 Connecting hole 51 Connecting hole 53 Regulation contact surface 56 Groove bottom surface 57 Communication hole 63 Cylindrical connecting member 65 Screw shaft pressing member 67 Second connecting portion 70 Adjustment screw shaft 88 Third connecting portion 99 Water intake portion 100 Side portion 101 End frame body 102 Unit Frame 103 Longitudinal strut member 110 Lateral strut member 126 Communication connecting hole 136 Waterproof coating 139 Protective material 147 Scaffolding member 150 Scaffolding

Claims (8)

コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされており、
前記補強枠体は、その内部に、前記貯水槽の延長方向に延長して作業者の移動を可能とする作業路が設けられており、該作業路の上側部分は、前記直線棒状支持杆を、上に突のV字状を呈する如く連結して構成されると共に、該作業路の下側部分は、前記直線棒状支持杆を、下に突のV字状を呈する如く連結して構成されていることを特徴とする貯水槽の補強構造。
A reinforcing structure for reinforcing the inside of a concrete water storage tank, and a reinforcing frame body having a three-dimensional form configured by connecting linear bar-shaped support rods having a straight bar shape is housed inside the water tank. The upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are disposed in a stretched state via the reinforcing frame body between the top plate portion and the bottom plate portion of the water storage tank. The pressing contact portion applies a tensile force to the top plate portion and the lower pressing contact portion applies a tensile force to the bottom plate portion, and in the horizontal direction of the reinforcing frame body. The pressing contact portions on both sides provided on both sides as viewed are disposed in a stretched state between the opposing side wall portions of the water storage tank via the reinforcing frame, and the pressing contact portions are stretched against the side wall portions. Is made to give
The reinforcing frame is provided with a working path extending in the direction of extension of the water storage tank so that an operator can move, and the upper portion of the working path is provided with the linear bar-like support rod. The lower portion of the working path is configured to connect the linear bar-like support rods so as to form a projecting V-shape. Reinforcing structure of the water tank characterized by that.
前記補強枠体は、前記直線棒状支持杆相互を連結部材を介して所要に連結して構成された単位枠体が前記貯水槽の延長方向に所要間隔を置いて並設されると共に、該連結部材には、前記延長方向に延長する直線状繋ぎ杆を挿通させ得る繋ぎ孔が設けられており、下に突のV字状を呈する前記下側部分のV字の両上端は前記連結部材に連結されており、該両上端に存する連結部材に設けられている両上端の繋ぎ孔は夫々、前記延長方向で見て、孔心を共通にして水平連通状態にあり、該2列の連通繋ぎ孔の夫々に前記直線状繋ぎ杆が水平状態に挿通されており、該2本の直線状繋ぎ杆は、足場用部材の両端部分を下方から支持できることを特徴とする請求項1記載の貯水槽の補強構造。 The reinforcing frame includes unit frames configured by connecting the linear rod-shaped support rods to each other through a connecting member, and arranged in parallel with a required interval in the extending direction of the water tank. The member is provided with a connecting hole through which a linear connecting rod extending in the extending direction can be inserted, and both upper ends of the V-shaped portion of the lower portion, which has a V-shape projecting downward, are connected to the connecting member. The connecting holes at both the upper ends provided in the connecting members that are connected to each other at the both upper ends are in a horizontal communication state with a common hole center when viewed in the extending direction. 2. The water storage tank according to claim 1 , wherein the linear connecting rods are horizontally inserted into the holes, and the two linear connecting rods can support both end portions of the scaffold member from below. Reinforcement structure. コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされており、
前記補強枠体は、前記直線棒状支持杆と、該直線棒状支持杆相互を連結する連結部材とを具えており、該連結部材は、多角形板状の連結板を以てなり、該連結板の外周面には、長方形状又は正方形状を呈する平坦な規制当接面が設けられると共に、該連結板の中心と各辺の中央点とを結んだ線上において、同心円状で、円形の連結孔が設けられており、又、該直線棒状支持杆の端部にコ字状部材を以てなる第1の連結部が設けられており、該コ字状部材は、対向する挾持片間に形成された挿入溝部の平坦な溝底面が前記規制当接面に当接した状態で、該両挾持片の夫々に同心に設けられている挿通孔と前記連結孔とが連通状態となされ、該連通する連通孔に、前記両挾持片の一方側からボルトのネジ軸部が挿通されると共に他方の挾持片から突出したネジ軸部分にナットが螺合され締め付けられることによって前記第1の連結部を前記連結部材に連結させ得ることを特徴とする貯水槽の補強構造。
A reinforcing structure for reinforcing the inside of a concrete water storage tank, and a reinforcing frame body having a three-dimensional form configured by connecting linear bar-shaped support rods having a straight bar shape is housed inside the water tank. The upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are disposed in a stretched state via the reinforcing frame body between the top plate portion and the bottom plate portion of the water storage tank. The pressing contact portion applies a tensile force to the top plate portion and the lower pressing contact portion applies a tensile force to the bottom plate portion, and in the horizontal direction of the reinforcing frame body. The pressing contact portions on both sides provided on both sides as viewed are disposed in a stretched state between the opposing side wall portions of the water storage tank via the reinforcing frame, and the pressing contact portions are stretched against the side wall portions. Is made to give
The reinforcing frame includes the linear bar-shaped support rods and a connecting member for connecting the linear bar-shaped support rods to each other. The connecting member includes a polygonal plate-shaped connecting plate, and an outer periphery of the connecting plate. The surface is provided with a flat regulating contact surface having a rectangular or square shape, and a concentric circular connection hole is provided on the line connecting the center of the connection plate and the center point of each side. And a first connecting portion having a U-shaped member is provided at an end of the linear bar-shaped support rod, and the U-shaped member is an insertion groove formed between the opposing gripping pieces. With the flat groove bottom surface in contact with the restriction contact surface, the insertion hole and the connection hole provided concentrically with each of the holding pieces are in communication with each other, and the communication hole is connected to the communication hole. The screw shaft portion of the bolt is inserted from one side of the both holding pieces and from the other holding piece. Reinforcing structure of reservoir, characterized in that that may be linked to the connecting member the first coupling portion by a nut on the threaded shaft portion out is tightened screwed.
前記連結部材は正八角形板状を呈することを特徴とする請求項記載の貯水槽の補強構造。 The said connection member exhibits regular octagonal plate shape, The reinforcement structure of the water tank of Claim 3 characterized by the above-mentioned. コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされており、
前記補強枠体に設けられている前記押圧当接部は、長さ調整可能な押圧部材の先端部分に設けられていることを特徴とする貯水槽の補強構造。
A reinforcing structure for reinforcing the inside of a concrete water storage tank, and a reinforcing frame body having a three-dimensional form configured by connecting linear bar-shaped support rods having a straight bar shape is housed inside the water tank. The upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are disposed in a stretched state via the reinforcing frame body between the top plate portion and the bottom plate portion of the water storage tank. The pressing contact portion applies a tensile force to the top plate portion and the lower pressing contact portion applies a tensile force to the bottom plate portion, and in the horizontal direction of the reinforcing frame body. The pressing contact portions on both sides provided on both sides as viewed are disposed in a stretched state between the opposing side wall portions of the water storage tank via the reinforcing frame, and the pressing contact portions are stretched against the side wall portions. Is made to give
The structure for reinforcing a water storage tank , wherein the pressing contact portion provided in the reinforcing frame is provided at a tip portion of a pressing member whose length can be adjusted.
前記補強枠体は、その内部に、前記貯水槽の延長方向に延長して作業者の移動を可能とする作業路が設けられていることを特徴とする請求項5記載の貯水槽の補強構造。6. The structure for reinforcing a water storage tank according to claim 5, wherein the reinforcing frame body is provided with a work path extending in an extending direction of the water storage tank so that an operator can move. . コンクリート製の貯水槽の内部を補強する補強構造であって、直線棒状を呈する直線棒状支持杆を所要に連結して構成された三次元形態を呈する補強枠体が該貯水槽の内部に収容されており、該補強枠体の上下に設けられた上下の押圧当接部が該貯水槽の頂版部と底版部との間に該補強枠体を介して突っ張り状態で配設され、該上の押圧当接部が該頂版部に突っ張り力を付与すると共に該下の押圧当接部が該底版部に突っ張り力を付与するようになされており、且つ、該補強枠体の水平方向で見た両側に設けられた両側の押圧当接部が該貯水槽の対向する側壁部間に該補強枠体を介して突っ張り状態で配設され、該押圧当接部が該側壁部に突っ張り力を付与するようになされており、
前記貯水槽の前記側壁部の内側面及び前記底版部の上面の全体又は所要部位に、弾性伸縮性を有する防水塗膜が形成されており、前記押圧当接部は、該防水塗膜を覆う保護材の表面に当接されていることを特徴とする貯水槽の補強構造。
A reinforcing structure for reinforcing the inside of a concrete water storage tank, and a reinforcing frame body having a three-dimensional form configured by connecting linear bar-shaped support rods having a straight bar shape is housed inside the water tank. The upper and lower pressing contact portions provided on the upper and lower sides of the reinforcing frame body are disposed in a stretched state via the reinforcing frame body between the top plate portion and the bottom plate portion of the water storage tank. The pressing contact portion applies a tensile force to the top plate portion and the lower pressing contact portion applies a tensile force to the bottom plate portion, and in the horizontal direction of the reinforcing frame body. The pressing contact portions on both sides provided on both sides as viewed are disposed in a stretched state between the opposing side wall portions of the water storage tank via the reinforcing frame, and the pressing contact portions are stretched against the side wall portions. Is made to give
A waterproof coating having elastic elasticity is formed on the entire inner surface of the side wall portion of the water storage tank and the upper surface of the bottom slab portion or a required portion, and the pressing contact portion covers the waterproof coating film. A structure for reinforcing a water storage tank , wherein the structure is in contact with a surface of a protective material.
前記貯水槽の前記側壁部の内側面及び前記底版部の上面の全体又は所要部位に、弾性伸縮性を有する防水塗膜が形成されており、前記押圧当接部は、該防水塗膜を覆う保護材の表面に当接されていることを特徴とする請求項1〜6の何れかに記載の貯水槽の補強構造。   A waterproof coating having elastic elasticity is formed on the entire inner surface of the side wall portion of the water storage tank and the upper surface of the bottom slab portion or a required portion, and the pressing contact portion covers the waterproof coating film. The structure for reinforcing a water storage tank according to any one of claims 1 to 6, wherein the structure is in contact with the surface of the protective material.
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