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JP5650182B2 - Water guide device - Google Patents
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JP5650182B2 - Water guide device - Google Patents

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JP5650182B2
JP5650182B2 JP2012239254A JP2012239254A JP5650182B2 JP 5650182 B2 JP5650182 B2 JP 5650182B2 JP 2012239254 A JP2012239254 A JP 2012239254A JP 2012239254 A JP2012239254 A JP 2012239254A JP 5650182 B2 JP5650182 B2 JP 5650182B2
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water guide
synthetic resin
water
guide plate
width direction
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JP2014088706A (en
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寿夫 田中
寿夫 田中
内藤 伸平
伸平 内藤
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株式会社ネクスコメンテナンス関東
ニホン・ドレン株式会社
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Description

本発明は、道路トンネルおよび擁壁などの構造部の壁面部に設けられ、構造物の目地およびクラックからの漏水を排水溝など排水設備へ導く導水装置に関する。   The present invention relates to a water guide device that is provided on a wall surface portion of a structure portion such as a road tunnel and a retaining wall and guides water leaked from joints and cracks of the structure to a drainage facility such as a drainage groove.

典型的な従来技術の導水装置は、たとえば特許文献1に示されている。この従来技術の導水装置は、道路軸線方向に500mm毎に等間隔をあけて構造物の壁面部に平行に設けられる一対の長手の保持体と、前記一対の保持体によって前記長手方向に垂直な幅方向両側部が保持される導水受板とを含んで構成される。   A typical prior art water transfer device is shown, for example, in US Pat. This prior art water guide device includes a pair of longitudinal holding bodies provided in parallel to the wall surface of the structure at equal intervals of 500 mm in the road axis direction, and a pair of the holding bodies perpendicular to the longitudinal direction. It is comprised including the water conveyance receiving plate with which the width direction both sides are hold | maintained.

各保持体は、保持体と、保持体の幅方向両側部に設けられる一対のシール部材とを有する。保持体の幅方向両側部間の幅方向中間部には、凹所が前記保持体の長手方向に延びて形成され、この凹所内には、前記構造物に打ち込まれたアンカー体の頭部が突出し、この頭部にナットが螺着されて、各保持体が壁面部に固定される。   Each holding body has a holding body and a pair of seal members provided on both sides in the width direction of the holding body. A recess is formed in the intermediate portion in the width direction between the both sides in the width direction of the holding body so as to extend in the longitudinal direction of the holding body, and the head of the anchor body driven into the structure is placed in the recess. It protrudes and a nut is screwed to this head, and each holding body is fixed to the wall surface.

前記構造物は、道路トンネルの覆工コンクリート壁であって、この覆工コンクリート壁の壁面部の目地部に沿って、前記導水装置が設けられている。   The said structure is a lining concrete wall of a road tunnel, Comprising: The said water guide apparatus is provided along the joint part of the wall surface part of this lining concrete wall.

前記保持体の凹所は、構造物の壁面部とは反対側の道路トンネル内の空間に臨んで開放し、この凹所の幅方向両側には、該幅方向の外側方に臨んで開放する断面凹状の一対の嵌合保持部が設けられる。各嵌合保持部には、導水受板の幅方向一側部および幅方向他側部がそれぞれ嵌まり込んで保持され、導水受板と壁面部との間に水密な導水空間が前記長手方向に延びて形成される。   The concave portion of the holding body opens to the space in the road tunnel opposite to the wall portion of the structure, and opens to both sides in the width direction of the concave portion so as to face outward in the width direction. A pair of fitting holding parts having a concave cross section are provided. In each fitting holding portion, one side in the width direction and the other side in the width direction of the water guide plate are fitted and held, and a watertight water guide space is provided between the water guide plate and the wall surface in the longitudinal direction. It is formed to extend.

導水空間には、覆工コンクリート壁の目地部およびクラックなどから漏出した漏水が流れ込んで集水される。導水空間内に流れ込んだ水は、導水装置の長手方向両端部の開口に導かれて、路面両側の路側帯に設けられる上部排水溝に排出される。上部排水溝の下には、暗渠排水溝が設けられ、暗渠排水溝内の水は、図示しない排水管へ導かれて河川などへ放流される。   Water leaked from joints and cracks of the lining concrete wall flows into the water conveyance space and is collected. The water that has flowed into the water guide space is guided to the openings at both ends in the longitudinal direction of the water guide device, and is discharged to upper drainage grooves provided in the roadside belts on both sides of the road surface. Under the upper drainage ditch, there is a culvert drainage ditch, and the water in the culvert drainage ditch is led to a drain pipe (not shown) and discharged to a river or the like.

前記保持体は、硬質ポリ塩化ビニルなどの硬質合成樹脂の押出し形材から成る長尺材によって実現される。またシール部材は、独立気泡の発泡合成樹脂と合成ゴムとの2層構造の長尺材によって実現される。また導水受板は、耐侯性および耐薬品性を有する硬質合成樹脂からなり、厚みが2mm程度の帯状パネルによって実現される。   The holding body is realized by a long material made of an extruded shape of a hard synthetic resin such as hard polyvinyl chloride. Further, the seal member is realized by a long material having a two-layer structure of a closed-cell foamed synthetic resin and a synthetic rubber. The water guide plate is made of a hard synthetic resin having weather resistance and chemical resistance, and is realized by a belt-like panel having a thickness of about 2 mm.

特許第2916407号公報Japanese Patent No. 2916407

前記特許文献1に記載される従来技術では、保持体が硬質ポリ塩化ビニルの押出し形材によって実現され、導水受板が耐侯性および耐薬品性を有する硬質合成樹脂から成る帯状パネルによって実現され、保持体および導水受板は、いずれも硬さが高い合成樹脂材料によって形成されている。   In the prior art described in Patent Document 1, the holding body is realized by an extruded shape of hard polyvinyl chloride, and the water guide plate is realized by a belt-like panel made of hard synthetic resin having weather resistance and chemical resistance. Both the holding body and the water guide plate are made of a synthetic resin material having high hardness.

そのため、各保持体および導水受板が取付けられる構造物の壁面部の壁面が、導水受板の幅方向(すなわち水平方向)に関して、該壁面を正面に見て手前側に凸(出隅)または凹(入隅)に屈曲または湾曲している場合、および一方の保持体が取付けられる壁面部と、他方の保持体が取付けられる壁面部との間に段差がある場合には、一方の壁面部に固定される一方の保持体と、他方の壁面部に固定される他方の保持体とにわたって前記導水受板を大きく湾曲させることができないため、そのような場所には導水装置を設置することができないという問題がある。   Therefore, the wall surface of the wall portion of the structure to which each holding body and the water guide plate are attached is convex (protruding corner) or the front side when the wall surface is viewed from the front with respect to the width direction (that is, the horizontal direction) of the water guide plate or If there is a step between the wall part to which one holding body is attached and the wall part to which the other holding body is attached when the concave (entrance corner) is bent or curved, one wall part Since the water guide plate cannot be greatly curved across the one holding body fixed to the other wall and the other holding body fixed to the other wall surface portion, it is possible to install a water guiding device in such a place. There is a problem that you can not.

また、導水装置が取付けられた設置当初の状態は、壁面部が前記幅方向に大きな屈曲、湾曲または段差がない場合であっても、設置後に地震または地盤すべりなどによって、一方の保持体と他方の保持体とが大きな相対変位を生じると、導水受板が容易に破損してしまうという問題がある。   In addition, the initial state where the water guiding device is installed is the case where the wall portion does not have a large bending, bending or step in the width direction. If a large relative displacement occurs between the holding body and the water receiving body, there is a problem that the water guide plate is easily damaged.

本発明の目的は、壁面部の屈曲、湾曲および段差などによって各保持体の相対的な取付け位置または姿勢が異なる場合であっても、各保持体によって導水受板の両側部を水密に保持して設置することができる取付け性が向上された導水装置を提供することである。   The object of the present invention is to hold both sides of the water guide plate in a water-tight manner by each holding body, even when the relative mounting position or posture of each holding body varies depending on the bending, bending, and step of the wall surface. It is providing the water guide apparatus with which the attachment property which can be installed and was improved.

本発明は、構造物の壁面部に水密に固定され、相互に間隔をあけかつ前記壁面部に沿って平行に延びる、第1の合成樹脂から成る一対の保持体と、
前記一対の保持体間に、前記壁面部から離間して配置される長手板状の導水受板であって、長手方向に垂直な幅方向の一側部が一方の保持体に水密に保持されるとともに、前記幅方向の他側部が他方の保持体に水密に保持され、前記第1の合成樹脂よりも硬さの低い第2の合成樹脂と、前記第1の合成樹脂とから成る導水受板と、を含み、
前記導水受板の前記幅方向の両側部は、前記第1の合成樹脂から成り、
前記導水受板の前期幅方向の両側部間における中間部は、前記第2の合成樹脂から成ることを特徴とする導水装置である。
The present invention is a pair of holders made of a first synthetic resin, fixed in a watertight manner to a wall surface of a structure, spaced apart from each other and extending in parallel along the wall surface;
A longitudinal plate-shaped water guide plate disposed between the pair of holding bodies and spaced apart from the wall surface portion, wherein one side portion in the width direction perpendicular to the longitudinal direction is watertightly held by one holding body. And the other side portion in the width direction is watertightly held by the other holding body, and the water guide is composed of the second synthetic resin having a hardness lower than that of the first synthetic resin and the first synthetic resin. It includes a receiving plate, the,
Both sides in the width direction of the water guide plate are made of the first synthetic resin,
An intermediate portion between both side portions in the widthwise direction of the water guide plate is made of the second synthetic resin .

さらに本発明は、前記第1の合成樹脂は、硬さがA90以上、A95以下であり、
前記第2の合成樹脂は、硬さがA65以上、A75以下であることを特徴とする。
Furthermore, in the present invention, the first synthetic resin has a hardness of A90 or more and A95 or less,
The second synthetic resin has a hardness of A65 or more and A75 or less.

本発明によれば、構造物の壁面部に第1の合成樹脂から成る一対の保持体が水密に固定され、一方の保持体には、前記第1の合成樹脂よりも硬さの低い第2の合成樹脂を含んで成る導水受板の一側部が水密に保持され、他方の保持体には、前記導水受板の他側部が水密に保持される。   According to the present invention, the pair of holding bodies made of the first synthetic resin are fixed in a watertight manner to the wall surface of the structure, and the second holding body has a second hardness lower than that of the first synthetic resin. One side portion of the water guide plate including the synthetic resin is held in a watertight manner, and the other side portion of the water guide plate is held in a watertight manner in the other holding body.

このように前記導水受板が各保持体よりも硬さの低い第2の合成樹脂を含んで成るので、壁面部の凹凸および段差などによって各保持体の相対的な取付け位置および姿勢が異なる場合であっても、各保持体によって導水受板の両側部を水密に保持して設置することができ、各保持体間であってかつ壁面部と導水受板との間に、導水空間を形成することができる。   As described above, since the water guide plate includes the second synthetic resin whose hardness is lower than that of each holding body, the relative mounting position and posture of each holding body differ depending on the unevenness and level difference of the wall surface portion. Even so, each holding body can be installed by holding both sides of the water guide plate in a watertight manner, and a water guide space is formed between each holding body and between the wall surface portion and the water guide plate. can do.

したがって、壁面部の屈曲、湾曲および段差などによって各保持体の相対的な取付け位置または姿勢が異なる場合であっても、各保持体によって導水受板の両側部を水密に保持して設置することができる取付け性が向上された導水装置を実現し、構造物の壁面部に生じたひび割れ、目地などの隙間から水が漏出しても、その水は、導水空間から漏洩することなく重力の作用によって該導水空間内を下方へ流れ、導水空間の下端から、たとえば構造物に構築されている排水溝などの排水設備へ導いて排水することができる。   Therefore, even if the relative mounting position or posture of each holding body differs depending on the bending, bending, and level difference of the wall surface portion, the both sides of the water guide plate are watertightly installed by each holding body. Even if water leaks from the gaps such as cracks and joints formed on the wall surface of the structure, the water can be applied without any leakage from the water conveyance space. Thus, the water can flow downward in the water guiding space, and can be drained from the lower end of the water guiding space to a drainage facility such as a drainage groove constructed in a structure.

た、前記導水受板は、前記幅方向両側部の硬さが、該幅方向両側部間の中間部の硬さよりも高いので、導水受板の幅方向中間部に比べて硬さの高い一側部が前記一方の保持体によって保持され、他側部が前記他方の保持体によって保持され、これによって導水受板の両側部を、該導水受板の長手方向全長にわたってほぼ均一に各保持体に接触させ、導水受板の両側部と各保持体との間のより確実な水密性を達成することができる。 Also, the water guide receiving plate is the hardness of the width direction both side portions, is higher than the hardness of the intermediate portion between the width direction both side portions, high hardness as compared with the width direction intermediate portion of the water guide receiving plate One side is held by the one holding body, and the other side is held by the other holding body, thereby holding the both sides of the water guide plate substantially uniformly over the entire length in the longitudinal direction of the water guide plate. It can be brought into contact with the body, and more reliable watertightness between the both sides of the water guide plate and each holding body can be achieved.

さらに本発明によれば、前記第1の合成樹脂の硬さがA90以上、A95以下であり、前記第2の合成樹脂の硬さがA65以上、A75以下であるので、地震によって構造物の目地間内でずれが発生しても、そのずれを導水受板が容易に変形することによって吸収することができ、各保持体が構造物から脱落してしまうことが防がれ、地震などによる構造物の変位に対する取付け安定性を向上することができる。   Furthermore, according to the present invention, the hardness of the first synthetic resin is A90 or more and A95 or less, and the hardness of the second synthetic resin is A65 or more and A75 or less. Even if a deviation occurs, the displacement can be absorbed by the water guide plate being easily deformed, preventing each holding body from falling off the structure, and a structure caused by an earthquake, etc. The mounting stability against the displacement of the object can be improved.

本発明の一実施形態の導水装置1の構成を示す断面図である。It is sectional drawing which shows the structure of the water guide apparatus 1 of one Embodiment of this invention. 図1の下方から見た導水装置1の一部の正面図である。It is a partial front view of the water guide apparatus 1 seen from the lower part of FIG. 導水装置1が構造物Bに取付けられた状態を示す断面図である。4 is a cross-sectional view showing a state where the water guide device 1 is attached to a structure B. FIG. 導水装置1が設置される構造物Bが目地8を境に変位して段差B1を生じたときの取付け状態を示す断面図である。It is sectional drawing which shows the attachment state when the structure B in which the water guide apparatus 1 is installed is displaced with the joint 8 as a boundary, and level | step difference B1 is produced. 導水装置1が内側に凸に突出した出隅部B2に取付けられた状態を示す斜視図である。It is a perspective view which shows the state in which the water guide apparatus 1 was attached to the protrusion corner part B2 which protruded convexly inside. 本発明の他の実施形態の導水装置1aを示す断面図である。It is sectional drawing which shows the water guide apparatus 1a of other embodiment of this invention.

図1は、本発明の一実施形態の導水装置1の構成を示す断面図であり、図2は図1の下方から見た導水装置1の一部の正面図である。本実施形態の導水装置1は、長尺材である一対の保持体2a,2bと、各保持体2a,2bに、たとえば接着剤による接着または両面粘着テープによる粘着によって固定されるシール材3a,3bと、各保持体2a,2bに図1の左右方向である幅方向一側部4aおよび幅方向他側部4bが水密に保持される長手板状の導水受板5と、各保持体2a,2bを構造物Bの壁面部6a,6bに固定する複数のアンカー体7a,7bとを含む。   FIG. 1 is a cross-sectional view illustrating a configuration of a water guide device 1 according to an embodiment of the present invention, and FIG. 2 is a front view of a part of the water guide device 1 viewed from below in FIG. The water guide device 1 of the present embodiment includes a pair of holding bodies 2a and 2b, which are long materials, and seal members 3a and 2b fixed to the holding bodies 2a and 2b, for example, by adhesion using an adhesive or double-sided adhesive tape. 3b, a longitudinal plate-shaped water guide receiving plate 5 in which the width direction one side portion 4a and the width direction other side portion 4b which are the left and right directions in FIG. , 2b are fixed to the wall surface portions 6a, 6b of the structure B, and a plurality of anchor bodies 7a, 7b are included.

図3は、導水装置1が構造物Bに取付けられた状態を示す断面図である。前記構造物Bは、道路トンネルの覆工コンクリート壁であって、その内周の壁面部6a,6bには、前記導水装置1が図3の紙面に垂直な道路軸線CLに沿って、たとえば施工目地である目地8毎に該目地8を跨ぐように設置される。このような導水装置1によって、各保持体2a,2b間であって、かつ各壁面部6a,6bと導水受板5との間および目地8と導水受板5との間には、導水空間10が形成される。   FIG. 3 is a cross-sectional view showing a state where the water guide device 1 is attached to the structure B. The structure B is a lining concrete wall of a road tunnel, and on the inner wall surfaces 6a and 6b, for example, the water guide device 1 is constructed along a road axis CL perpendicular to the paper surface of FIG. Each joint 8 that is a joint is installed so as to straddle the joint 8. With such a water guide device 1, there is a water guide space between the holding bodies 2 a and 2 b and between the wall surface parts 6 a and 6 b and the water guide plate 5 and between the joint 8 and the water guide plate 5. 10 is formed.

各導水装置1の導水空間10には、壁面部6a,6bに生じたクラックおよび目地8からの漏水が流れ込んで集水され、その水は導水空間10内を重力によって下方へ流れ落ち、導水空間10の下端から路側帯に設けられる上部排水溝12a,12bに排出される。上部排水溝12a,12bに排出された水は、各上部排水溝12a,12bから暗渠排水溝13a,13bに落とし込まれ、図示しない排水処理設備に導かれて処理される。なお、本実施形態において、前記水は土砂などの固形粒子およびごみなどの異物が混入した流動物である。   Cracks generated in the wall surface portions 6a and 6b and water leakage from the joints 8 flow into the water guide space 10 of each water guide device 1 and are collected. The water flows down in the water guide space 10 due to gravity, and the water guide space 10 Are discharged to upper drainage grooves 12a and 12b provided in the roadside belt from the lower end of the belt. The water discharged into the upper drainage grooves 12a and 12b is dropped into the underdrain drainage grooves 13a and 13b from the upper drainage grooves 12a and 12b, and is guided to a wastewater treatment facility (not shown) for processing. In the present embodiment, the water is a fluid in which solid particles such as earth and sand and foreign matters such as dust are mixed.

前記一対の保持体2a,2bは、道路軸線CL方向(図2では左右方向)に間隔Wをあけて各壁面部6a,6bの壁面に沿って平行に設けられる。構造物Bには、複数のアンカー体7a,7bが壁面部6a,6bに沿って、各保持体2a,2bの長手方向に間隔ΔLをあけ、かつ道路軸線CL方向に前記間隔Wをあけて打ち込まれて埋設される。前記間隔ΔLは、たとえば300〜500mmに選ばれる。また、前記道路軸線CL方向の間隔Wは、たとえば300〜1000mmに選ばれる。   The pair of holding bodies 2a and 2b are provided in parallel along the wall surfaces of the wall surface portions 6a and 6b with a space W in the road axis CL direction (left and right direction in FIG. 2). In the structure B, a plurality of anchor bodies 7a and 7b are spaced along the wall surface portions 6a and 6b with an interval ΔL in the longitudinal direction of the holding bodies 2a and 2b, and with the interval W in the direction of the road axis CL. Driven and buried. The interval ΔL is selected from 300 to 500 mm, for example. Further, the interval W in the direction of the road axis CL is selected from 300 to 1000 mm, for example.

各アンカー体7a,7bは、構造物B内に埋設される円筒部71の軸線方向一端部に周方向に分断された複数の拡開片72が一体的に形成され、円筒部71の軸線方向他端部には外ねじが刻設されるねじ部73を有する中空のアンカースリーブ74と、軸線方向一端部に前記拡開片72に挿入される円錐台状のテーパ部75が設けられるアンカーロッド76と、アンカースリーブ74の前記ねじ部73に螺着されるナット77とを有する。これらのアンカースリーブ74、アンカーロッド76およびナット77は、たとえばステンレス鋼から成る。   Each anchor body 7 a, 7 b is integrally formed with a plurality of spread pieces 72 divided in the circumferential direction at one axial end portion of the cylindrical portion 71 embedded in the structure B, and the axial direction of the cylindrical portion 71. An anchor rod provided with a hollow anchor sleeve 74 having a threaded portion 73 engraved with an external thread at the other end and a truncated cone-shaped tapered portion 75 inserted into the expanding piece 72 at one end in the axial direction. 76 and a nut 77 screwed onto the threaded portion 73 of the anchor sleeve 74. These anchor sleeve 74, anchor rod 76 and nut 77 are made of, for example, stainless steel.

このようなアンカー体7a,7bは、構造物Bにコンクリートドリルなどの穿孔工具によって穿孔して予め下穴を形成し、この下穴に前記アンカースリーブ74を打ち込むことによって前記テーパ部75が拡開片72を半径方向外方へ押し開いて拡開させ、拡開した拡開片72が周囲のコンクリートに噛み込むことによって、アンカースリーブ74が構造物Bに固定される。   Such anchor bodies 7a, 7b are drilled in the structure B with a drilling tool such as a concrete drill in advance to form a pilot hole, and the anchor sleeve 74 is driven into the pilot hole to expand the tapered portion 75. The anchor sleeve 74 is fixed to the structure B by pushing the piece 72 outward in the radial direction to expand it, and the expanded piece 72 that has been expanded bites into the surrounding concrete.

前述のようにアンカースリーブ74が構造物Bに固定された状態では、アンカースリーブ74の前記ねじ部73が壁面部6a,6bの壁面からほぼ垂直に突出し、この突出部分は保持体2a,2bの幅方向のほぼ中央部を貫通し、保持体2a,2bから突出する。アンカースリーブ74の保持体2a,2bから突出する部分には、座金78が装着された後、前記ナット77が螺着されて締付けられ、こうして保持体2a,2bが各アンカー体7a,7bによって構造物Bの壁面部6a,6bに固定される。   As described above, in a state where the anchor sleeve 74 is fixed to the structure B, the screw portion 73 of the anchor sleeve 74 protrudes substantially perpendicularly from the wall surfaces of the wall surface portions 6a and 6b, and this protruding portion corresponds to the holding bodies 2a and 2b. It penetrates substantially the center in the width direction and protrudes from the holding bodies 2a and 2b. A portion of the anchor sleeve 74 protruding from the holding bodies 2a and 2b is fitted with a washer 78, and then the nut 77 is screwed and tightened. Thus, the holding bodies 2a and 2b are structured by the anchor bodies 7a and 7b. It is fixed to the wall surface parts 6a, 6b of the object B.

前記保持体2a,2bは、その長手方向に垂直な断面が略U字状に形成され、道路軸線CL方向に互いに開口を対向させて設置される。各保持体2a,2bの壁面部6a,6bに対向する背面には、前記シール材3a,3bが設けられる。各シール材3a,3bは、該保持体2a,2bの長手方向全長にわたって貼り付けられ、両面粘着テープによって実現される粘着シート16a,16bと、粘着シート16a,16bによって各保持体2a,2bに貼り付けられ、発泡合成樹脂から成るシール部材17a,17bとを有する。   The holding bodies 2a and 2b have a substantially U-shaped cross section perpendicular to the longitudinal direction, and are installed with their openings facing each other in the road axis CL direction. The sealing materials 3a and 3b are provided on the back surfaces of the holding bodies 2a and 2b facing the wall surface portions 6a and 6b. Each sealing material 3a, 3b is affixed over the entire length in the longitudinal direction of the holders 2a, 2b, and is attached to each holder 2a, 2b by the adhesive sheets 16a, 16b realized by a double-sided adhesive tape, and the adhesive sheets 16a, 16b. The sealing members 17a and 17b made of foamed synthetic resin are attached.

各保持体2a,2bは、第3の合成樹脂としての熱可塑性合成樹脂である硬質ポリ塩化ビニル(PVC)の押出し形材から成り、長さがたとえば4.0〜12.0mの長尺材によって実現される。第3の合成樹脂と後述する第4の合成樹脂とを併せて、第1の合成樹脂と総称する。   Each holding body 2a, 2b is made of an extruded shape of hard polyvinyl chloride (PVC), which is a thermoplastic synthetic resin as a third synthetic resin, and has a length of, for example, 4.0 to 12.0 m. It is realized by. The third synthetic resin and the fourth synthetic resin described later are collectively referred to as the first synthetic resin.

前記硬質ポリ塩化ビニルの物性は、次の表1に示すとおりである。なお、硬質ポリ塩化ビニルには、後述の軟質合成樹脂と同様に、難燃性を付与するための添加剤として、三酸化アンチモンおよび炭酸カルシウムが添加され、耐候性を付与するための添加剤として、ベンゾトリアゾール系紫外線吸収剤が添加され、柔軟性を付与するための添加剤として、フタル酸ジイソノニル(略称DINP)およびアジビル酸ジオクチル(略称DOA)が添加されており、その状態で、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA90〜A95である。   The physical properties of the hard polyvinyl chloride are as shown in Table 1 below. In addition, hard polyvinyl chloride is added with antimony trioxide and calcium carbonate as an additive for imparting flame retardancy, as an additive for imparting weather resistance, as in the later-described soft synthetic resin. In addition, benzotriazole-based ultraviolet absorbers are added, and diisononyl phthalate (abbreviation DINP) and dioctyl adipate (abbreviation DOA) are added as additives for imparting flexibility, and in this state, JIS K 6253 The hardness measured with a durometer at a temperature of 23 ° C. is A90 to A95.

Figure 0005650182
Figure 0005650182

また、前記導水受板5は、前述したように、幅方向両側部4a,4bと、幅方向両側部4a,4b間の幅方向中間部4cとを有する。該導水受板5の幅方向中間部4cは、第2の合成樹脂としての軟質ポリ塩化ビニルから成り、導水受板5の幅方向両側部4a,4bは、第4の合成樹脂としての半硬質ポリ塩化ビニルから成る。第2の合成樹脂は、第1の合成樹脂に比べて硬さが低い。導水受板5の幅方向両側部4a,4bは、半硬質ポリ塩化ビニルから成り、その物性は、次の表2に示すとおりである。   Moreover, the said water conveyance receiving plate 5 has the width direction both sides 4a and 4b and the width direction intermediate part 4c between the width direction both sides 4a and 4b as mentioned above. The intermediate portion 4c in the width direction of the water guide plate 5 is made of soft polyvinyl chloride as the second synthetic resin, and both side portions 4a and 4b in the width direction of the water guide plate 5 are semi-rigid as the fourth synthetic resin. Made of polyvinyl chloride. The second synthetic resin has a lower hardness than the first synthetic resin. Both side portions 4a and 4b in the width direction of the water guide plate 5 are made of semi-rigid polyvinyl chloride, and their physical properties are as shown in Table 2 below.

なお、半硬質ポリ塩化ビニルには、後述の軟質合成樹脂と同様に、難燃性を付与するための添加剤として、三酸化アンチモンおよび炭酸カルシウムが添加され、耐候性を付与するための添加剤として、ベンゾトリアゾール系紫外線吸収剤が添加され、柔軟性を付与するための添加剤として、フタル酸ジイソノニル(略称DINP)およびアジビル酸ジオクチル(略称DOA)が添加されており、その状態で、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA90〜A95である。   In addition, the semi-rigid polyvinyl chloride is added with antimony trioxide and calcium carbonate as additives for imparting flame retardancy, as with the soft synthetic resin described later, and additives for imparting weather resistance As an additive for imparting flexibility, diisononyl phthalate (abbreviation DINP) and dioctyl adipate (abbreviation DOA) are added, and in this state, JIS K Based on 6253, the hardness measured with a durometer at a temperature of 23 ° C. is A90 to A95.

Figure 0005650182
Figure 0005650182

また、導水受板5の幅方向中間部4cは、軟質ポリ塩化ビニルから成り、その物性は、次の表3に示すとおりである。   The width direction intermediate portion 4c of the water guide plate 5 is made of soft polyvinyl chloride, and the physical properties thereof are as shown in Table 3 below.

Figure 0005650182
Figure 0005650182

本実施形態の導水装置1において、導水受板5の幅方向中間部4cに用いられる軟質ポリ塩化ビニルは、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA75であったが、難燃性を付与するための添加剤として、三酸化アンチモンおよび炭酸カルシウムが添加され、耐候性を付与するための添加剤として、ベンゾトリアゾール系紫外線吸収剤(商品名:チヌビン(登録商標))が添加され、さらに柔軟性を付与するための添加剤として、フタル酸ジイソノニル(略称DINP)およびアジビル酸ジオクチル(略称DOA)が添加されることを考慮して、軟質ポリ塩化ビニルの硬さは、A60以上、A75以下に選ばれ、好ましくはA70に選ばれる。   In the water guide device 1 of this embodiment, the soft polyvinyl chloride used for the width direction intermediate portion 4c of the water guide plate 5 has a hardness measured by a durometer at a temperature of 23 ° C. based on JIS K 6253 of A75. However, antimony trioxide and calcium carbonate are added as additives for imparting flame retardancy, and benzotriazole ultraviolet absorbers (trade name: Tinuvin (registered trademark)) as additives for imparting weather resistance. ) Is added, and the addition of diisononyl phthalate (abbreviation DINP) and dioctyl adipate (abbreviation DOA) as additives for imparting flexibility, the hardness of soft polyvinyl chloride is , A60 or more and A75 or less, preferably A70.

このように本実施形態の導水装置1では、記導水受板5の幅方向中間部4cは、軟質ポリ塩化ビニルから成るので、保持体2a,2bの間隔Wを変更することによって、導水受板5の撓みに変化を生じさせて、導水深さを変更できる。したがって、従来の工法のように、シール材の厚みによって勾配を形成することなく、容易に勾配を設けることが出来るので、容易に水を滞留させることなく流すことができる。   Thus, in the water guide device 1 of this embodiment, since the width direction intermediate part 4c of the water guide plate 5 is made of soft polyvinyl chloride, the water guide plate is changed by changing the interval W between the holding bodies 2a and 2b. It is possible to change the water introduction depth by causing a change in the deflection of 5. Therefore, unlike the conventional method, a gradient can be easily provided without forming a gradient depending on the thickness of the sealing material, so that water can be easily flowed without stagnation.

図4は、導水装置1が設置される構造物Bが目地8を境に変位して段差B1を生じたときの取付け状態を示す断面図である。上記のように、前記導水受板5の幅方向中間部4cが各保持体2a,2bよりも硬さの低い第2の合成樹脂から成るので、壁面部6a,6b間で図4に示すように段差B1を生じ、各保持体2a,2bの相対的な取付け位置および姿勢が異なる場合であっても、各保持体2a,2bによって導水受板5の両側部4a,4bを水密に保持して設置することができ、各保持体2a,2b間であってかつ壁面部6a,6bと導水受板5との間に水密な導水空間10を形成することができる。   FIG. 4 is a cross-sectional view showing an attachment state when the structure B in which the water guiding device 1 is installed is displaced from the joint 8 to generate a step B1. As described above, the intermediate portion 4c in the width direction of the water guide plate 5 is made of the second synthetic resin whose hardness is lower than that of the holding bodies 2a and 2b. Therefore, as shown in FIG. 4 between the wall surface portions 6a and 6b. Even when the relative mounting positions and postures of the holding bodies 2a and 2b are different from each other, the both sides 4a and 4b of the water guide plate 5 are held watertight by the holding bodies 2a and 2b. A watertight water conveyance space 10 can be formed between the holding bodies 2 a and 2 b and between the wall surface portions 6 a and 6 b and the water conveyance receiving plate 5.

したがって、構造物Bの壁面部6a,6bに生じたひび割れ、目地8などの隙間から水が漏出しても、その水は、導水空間10から漏洩することなく重力の作用によって該導水空間10内を下方へ流れ、導水空間10の下端から、構造物Bに構築されている排水溝である上部排水溝12a,12bおよび暗渠排水溝13a,13bから図示しない排水設備へ導かれて排水処理される。   Therefore, even if water leaks from the gaps such as cracks and joints 8 generated in the wall surface portions 6 a and 6 b of the structure B, the water does not leak from the water guide space 10 and is not leaked from the water guide space 10 by the action of gravity. , And is led from the lower end of the water guide space 10 to the drainage facility (not shown) from the upper drainage grooves 12a and 12b and the underdrain drainage grooves 13a and 13b, which are drainage grooves constructed in the structure B. .

このように、壁面部6a,6bの屈曲、湾曲および段差などによって各保持体2a,2bの相対的な取付け位置または姿勢が異なる場合であっても、各保持体2a,2bによって導水受板5の両側部4a,4bを水密に保持して設置することができ、取付け性が向上された導水装置1を提供することができる。   Thus, even if the relative mounting positions or postures of the holding bodies 2a and 2b differ depending on the bending, bending, and step of the wall surfaces 6a and 6b, the water guide plate 5 is changed by the holding bodies 2a and 2b. The both sides 4a and 4b of the water can be installed in a watertight manner, and the water guide device 1 with improved attachment can be provided.

また、前記導水受板5は、幅方向両側部4a,4bの硬さが、該幅方向両側部4a,4b間の中間部4cの硬さよりも高いので、導水受板5の幅方向中間部4cに比べて硬さの高い一側部4aが前記一方の保持体2aによって保持され、他側部4bが他方の保持体2bによって保持される。   Moreover, since the hardness of the width direction both sides 4a and 4b is higher than the hardness of the intermediate part 4c between the width direction both sides 4a and 4b, the said water conveyance receiving plate 5 is the width direction intermediate part of the water conveyance receiving plate 5 One side 4a, which is harder than 4c, is held by the one holding body 2a, and the other side 4b is held by the other holding body 2b.

これによって導水受板5の両側部4a,4bを、該導水受板5の長手方向全長にわたってほぼ均一に各保持体2a,2bに接触させ、導水受板5の両側部4a,4bと各保持体2a,2bとの間のより確実な水密性を達成することができる。   As a result, both side portions 4a and 4b of the water guide plate 5 are brought into contact with the respective holding bodies 2a and 2b almost uniformly over the entire length in the longitudinal direction of the water guide plate 5 so that both side portions 4a and 4b of the water guide plate 5 and the respective holding units are held. More reliable watertightness between the bodies 2a and 2b can be achieved.

さらに、第1の合成樹脂である前述の硬質合成樹脂および半硬質合成樹脂、ならびに第2の合成樹脂である軟質合成樹脂には、上記のように難燃剤が添加されるので、構造物B内で火災などが発生しても、その火炎または熱によって各保持体2a,2bおよび導水受板5に着火し、各保持体2a,2bおよび導水受板5が燃焼してしまうことが防がれ、火災に対する安全性を向上することができる。   Further, since the above-mentioned hard synthetic resin and semi-rigid synthetic resin as the first synthetic resin and the soft synthetic resin as the second synthetic resin are added with the flame retardant as described above, Even if a fire or the like occurs, the holders 2a and 2b and the water guide plate 5 are ignited by the flame or heat, and the holders 2a and 2b and the water guide plate 5 are prevented from burning. , Can improve the safety against fire.

図5は、導水装置1が内側に凸に突出した出隅部B2に取付けられた状態を示す斜視図である。上記のように、前記導水受板5の幅方向中間部4cが各保持体2a,2bよりも硬さの低い第2の合成樹脂から成るので、壁面部6a,6b間で図5に示すように出隅部B2を生じ、各保持体2a,2bの相対的な取付け位置および姿勢が異なる場合であっても、各保持体2a,2bによって導水受板5の両側部4a,4bを水密に保持して設置することができ、各保持体2a,2b間であってかつ壁面部6a,6bと導水受板5との間に水密な導水空間10を形成することができる。   FIG. 5 is a perspective view showing a state in which the water guiding device 1 is attached to the protruding corner B2 that protrudes inwardly. As described above, since the intermediate portion 4c in the width direction of the water guide plate 5 is made of the second synthetic resin having a lower hardness than the holding bodies 2a and 2b, as shown in FIG. 5 between the wall surface portions 6a and 6b. Even if the relative mounting positions and postures of the holding bodies 2a and 2b are different from each other, the both sides 4a and 4b of the water guide plate 5 are made watertight by the holding bodies 2a and 2b. It can hold | maintain and can be installed, The watertight water conveyance space 10 can be formed between each holding body 2a, 2b and between wall surface part 6a, 6b and the water conveyance receiving plate 5. FIG.

したがって、構造物Bの壁面部6a,6bに生じたひび割れ、目地8などの隙間から水が漏出しても、その水は、導水空間10から漏洩することなく重力の作用によって該導水空間10内を下方へ流れ、導水空間10の下端から、構造物Bに構築されている排水溝である上部排水溝12a,12bおよび暗渠排水溝13a,13bから図示しない排水設備へ導かれて排水処理される。   Therefore, even if water leaks from the gaps such as cracks and joints 8 generated in the wall surface portions 6 a and 6 b of the structure B, the water does not leak from the water guide space 10 and is not leaked from the water guide space 10 by the action of gravity. , And is led from the lower end of the water guide space 10 to the drainage facility (not shown) from the upper drainage grooves 12a and 12b and the underdrain drainage grooves 13a and 13b, which are drainage grooves constructed in the structure B. .

また、前記導水受板5は、幅方向両側部4a,4bの硬さが、該幅方向両側部4a,4b間の中間部4cの硬さよりも高いので、導水受板5の幅方向中間部4cに比べて硬さの高い一側部4aが前記一方の保持体2aによって保持され、他側部4bが他方の保持体2bによって保持される。   Moreover, since the hardness of the width direction both sides 4a and 4b is higher than the hardness of the intermediate part 4c between the width direction both sides 4a and 4b, the said water conveyance receiving plate 5 is the width direction intermediate part of the water conveyance receiving plate 5 One side 4a, which is harder than 4c, is held by the one holding body 2a, and the other side 4b is held by the other holding body 2b.

これによって導水受板5の両側部4a,4bを、該導水受板5の長手方向全長にわたってほぼ均一に各保持体2a,2bに接触させ、導水受板5の両側部4a,4bと各保持体2a,2bとの間のより確実な水密性を達成し、導水空間10から外部への水などの液体の漏洩を防止することができるとともに、出隅部B2が露出しないようにして、車両や通行者が出隅部B2に直接に接触することを防ぎ、当接物および被当接物の間に緩衝効果を付与することができる。   As a result, both side portions 4a and 4b of the water guide plate 5 are brought into contact with the respective holding bodies 2a and 2b almost uniformly over the entire length in the longitudinal direction of the water guide plate 5 so that both side portions 4a and 4b of the water guide plate 5 and the respective holding units are held. It is possible to achieve more reliable watertightness between the bodies 2a and 2b, to prevent leakage of liquid such as water from the water guiding space 10 to the outside, and to prevent the exit corner B2 from being exposed. It is possible to prevent a passerby from coming into direct contact with the protruding corner B2 and to provide a buffering effect between the contact object and the contact object.

本発明の他の実施形態では、前記出隅部B2に代えて、各壁面部6a,6bが奥行き方向に凸の入隅部であっても、本発明に係る導水装置1を設置して、漏出した水を導水空間10によって所定に排水設備へ導くことができるとともに、前記入隅部を導水受板5によって覆い、意匠上の美観を向上することができる。   In other embodiment of this invention, it replaces with said exit corner part B2, and even if each wall surface part 6a, 6b is an entrance corner part convex to a depth direction, the water guide apparatus 1 which concerns on this invention is installed, The leaked water can be guided to the drainage facility in a predetermined manner by the water guide space 10, and the entrance corner can be covered with the water guide plate 5 to improve the aesthetic appearance of the design.

図6は、本発明の他の実施形態の導水装置1aを示す断面図である。なお、前述の実施形態に対応する部分には、同一の参照符を付し、重複する説明は省略する。本実施形態の導水装置1aでは、一対の保持体2a,2bは、2枚の細幅の板状体2a1,2a2;2b1,2b2から成り、構造物Bの壁面部6a,6b側に臨んで配置される板状体2a1,2b1には、接着剤によってシール部材17a,17bがそれぞれ接着されて取付けられる。   FIG. 6 is a cross-sectional view showing a water guiding device 1a according to another embodiment of the present invention. Note that portions corresponding to the above-described embodiment are denoted by the same reference numerals, and redundant description is omitted. In the water guide device 1a of the present embodiment, the pair of holding bodies 2a and 2b are composed of two narrow plate-like bodies 2a1 and 2a2; 2b1 and 2b2, and face the wall surfaces 6a and 6b of the structure B. Seal members 17a and 17b are attached and attached to the plate-like bodies 2a1 and 2b1, respectively, by an adhesive.

前記導水受板5は、前述の実施形態と同様に、幅方向両側部4a,4bと、幅方向両側部4a,4b間の幅方向中間部4cとを有する。該導水受板5の幅方向中間部4cは、第2の合成樹脂としての軟質ポリ塩化ビニルから成り、導水受板5の幅方向両側部4a,4bは、第4の合成樹脂としての半硬質ポリ塩化ビニルから成る。   Similarly to the above-described embodiment, the water guide plate 5 includes both width direction side portions 4a and 4b and a width direction intermediate portion 4c between the width direction both side portions 4a and 4b. The intermediate portion 4c in the width direction of the water guide plate 5 is made of soft polyvinyl chloride as the second synthetic resin, and both side portions 4a and 4b in the width direction of the water guide plate 5 are semi-rigid as the fourth synthetic resin. Made of polyvinyl chloride.

各保持体2a,2bは、2枚の板状体2a1,2a2;2b1,2b2から成るので、導水受板5の一側部4aは、一方側で対を成す2枚の板状体2a1,2a2によって挟着され、他側部4bは、他方側で対を成す2枚の2b1,2b2によって挟着された状態で、アンカー体7a,7bによって壁面部6a,6bにそれぞれ押付けられた状態で、水密に固定される。   Since each holding body 2a, 2b is composed of two plate-like bodies 2a1, 2a2; 2b1, 2b2, one side portion 4a of the water guide plate 5 is composed of two plate-like bodies 2a1, 2a1, which are paired on one side. The other side portion 4b is sandwiched between two pieces 2b1 and 2b2 which are paired on the other side, and is pressed against the wall surface portions 6a and 6b by the anchor bodies 7a and 7b, respectively. Fixed, watertight.

このように構成される本実施形態においても、前述の実施形態と同様に、構造物Bの壁面部6a,6bに生じたひび割れ、目地8などの隙間から水が漏出しても、その水は、導水空間10から漏洩することなく重力の作用によって該導水空間10内を下方へ流れ、導水空間10の下端から排出することができる。   Even in the present embodiment configured as described above, even if water leaks from the gaps such as cracks and joints 8 generated in the wall surface portions 6a and 6b of the structure B, the water remains in the same manner as in the above-described embodiment. The water can flow downward in the water guiding space 10 by the action of gravity without leaking from the water guiding space 10, and can be discharged from the lower end of the water guiding space 10.

本発明のさらに他の実施形態では、導水受板5は、透光性のある軟質・半硬質塩化ビニル材を用いてもよい。なお、ポリカーボネート(略称PC)は、アルカリに弱いため、コンクリート面に接するところでは使用しないことが好ましい。   In still another embodiment of the present invention, the water guide plate 5 may be made of a translucent soft / semi-rigid vinyl chloride material. Note that polycarbonate (abbreviated as PC) is weak against alkali, and therefore is preferably not used in contact with the concrete surface.

本実施形態において、「透光性」とは、光が透過するが、透過する光が拡散されるため、または透過率が低いために、導水受板5を通して向こう側、すなわち導水空間10内の物体の形状等を明確には認識できないが存在の有無は認識し得る状態、および透過率が高いために、導水受体5を通してその向こう側が透けて見える状態をいう。   In the present embodiment, “translucency” means that light is transmitted, but the transmitted light is diffused or the transmittance is low, so that the other side through the water guide plate 5, that is, in the water guide space 10. Although the shape of the object cannot be clearly recognized, the presence or absence can be recognized, and because the transmittance is high, the other side can be seen through the water receiving body 5.

このような透光性を有する合成樹脂から成る導水受板5を用いることによって、壁面部6a,6bから剥奪したコンクリートの破片、凍結によって生じた氷、およびその他の物体の有無を導水受板5を通して確認することができる。   By using the water guide plate 5 made of a synthetic resin having such translucency, the water guide plate 5 can be used to detect the presence of concrete debris stripped from the wall surfaces 6a and 6b, ice generated by freezing, and other objects. Can be confirmed through.

また、各保持体2a,2bを第1の合成樹脂として、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA90以上、A95以下のポリ塩化ビニル製とし、導水受板5の幅方向中間部4cを第2の合成樹脂として、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA65以上、A75以下のポリカーボネート製とすることによって、前述の実施形態と同様に、地震などによる目地8間のずれ、伸縮、変位を許容することができる。   Moreover, each holding body 2a, 2b is made of polyvinyl chloride having a hardness measured by a durometer at a temperature of 23 ° C. based on JIS K 6253, based on JIS K 6253, and the water guide plate 5 By using the width direction intermediate portion 4c of the second synthetic resin as a second synthetic resin, the hardness measured by a durometer at a temperature of 23 ° C. based on JIS K 6253 is made of polycarbonate having an A65 or more and A75 or less, and Similarly, displacement, expansion and contraction, and displacement between the joints 8 due to an earthquake or the like can be allowed.

本発明のさらに他の実施形態では、導水受板5を前述のポリ塩化ビニルなどの硬質合成樹脂または透光性を有するアクリル樹脂から成るパネルを厚み方向に間隔をあけて2層または3層に積層し、各パネル間に断熱空間を形成した構成であってもよい。   In still another embodiment of the present invention, the water guide plate 5 is composed of a panel made of the above-mentioned hard synthetic resin such as polyvinyl chloride or translucent acrylic resin in two or three layers at intervals in the thickness direction. A configuration in which heat insulation spaces are formed between the panels may be used.

これによって、寒冷地などで冬季に導水空間10内に流れ込んだ水が凍結することが防がれ、水の凍結時の膨張によって導水受板5が破損してしまうことを防止することができる。さらに前記パネルとして透光性を有する合成樹脂製とすることによって、導水空間10内を外部から認識することができるようになり、導水空間10内の凍結の有無などを確認することができる。   As a result, it is possible to prevent water flowing into the water guide space 10 in winter in a cold region or the like from freezing, and to prevent the water guide plate 5 from being damaged due to expansion during freezing of water. Furthermore, by using the synthetic resin having translucency as the panel, the inside of the water guiding space 10 can be recognized from the outside, and the presence or absence of freezing in the water guiding space 10 can be confirmed.

また、各保持体2a,2bを第1の合成樹脂として、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA90以上、A95以下のポリ塩化ビニル製とし、導水受板5の幅方向中間部4cを第2の合成樹脂として、JIS K 6253に基づいて、温度23℃でデュロメータによって測定した硬さがA65以上、A75以下のアクリル樹脂製とすることによって、前述の実施形態と同様に、地震などによる目地8間のずれ、伸縮、変位を許容することができる。   Moreover, each holding body 2a, 2b is made of polyvinyl chloride having a hardness measured by a durometer at a temperature of 23 ° C. based on JIS K 6253, based on JIS K 6253, and the water guide plate 5 By using the width direction intermediate portion 4c as the second synthetic resin, the hardness measured by a durometer at a temperature of 23 ° C. based on JIS K 6253 is made of an acrylic resin having an A65 or more and an A75 or less, and thus the above-described embodiment. Similarly, it is possible to allow displacement, expansion / contraction, and displacement between the joints 8 due to an earthquake or the like.

さらに他の実施形態では、前記導水受板5は、たとえばアクリル樹脂と軟質ポリ塩化ビニルとが混合された耐侯性および耐薬品性を有する熱可塑性樹脂の押出し形材によって実現されてもよい。このようにアクリル樹脂を軟質ポリ塩化ビニルに混合することによって、前述の各実施形態と同様に、アクリル樹脂によって耐衝撃性を高め、硬質ポリ塩化ビニルの耐衝撃性を向上することができる。   In still another embodiment, the water guide plate 5 may be realized by, for example, an extruded shape of a thermoplastic resin having weather resistance and chemical resistance in which an acrylic resin and soft polyvinyl chloride are mixed. By mixing the acrylic resin with the soft polyvinyl chloride in this manner, the impact resistance can be increased by the acrylic resin and the impact resistance of the hard polyvinyl chloride can be improved, as in the above-described embodiments.

1,1a 導水装置
2a,2b 保持体
3a,3b シール材
4a,4b 側部
5 導水受板
6a,6b 壁面部
7a,7b アンカー体
8 目地
10 導水空間
12a,12b 上部排水溝
13a,13b 暗渠排水溝
B 構造物
CL 道路軸線
ΔL 間隔
W 間隔
DESCRIPTION OF SYMBOLS 1,1a Water guide device 2a, 2b Holding body 3a, 3b Sealing material 4a, 4b Side part 5 Water guide plate 6a, 6b Wall part 7a, 7b Anchor body 8 Joint 10 Water guide space 12a, 12b Upper drainage groove 13a, 13b Underdrain drainage Groove B Structure CL Road axis ΔL Interval W Interval

Claims (2)

構造物の壁面部に水密に固定され、相互に間隔をあけかつ前記壁面部に沿って平行に延びる、第1の合成樹脂から成る一対の保持体と、
前記一対の保持体間に、前記壁面部から離間して配置される長手板状の導水受板であって、長手方向に垂直な幅方向の一側部が一方の保持体に水密に保持されるとともに、前記幅方向の他側部が他方の保持体に水密に保持され、前記第1の合成樹脂よりも硬さの低い第2の合成樹脂と、前記第1の合成樹脂とから成る導水受板と、を含み、
前記導水受板の前記幅方向の両側部は、前記第1の合成樹脂から成り、
前記導水受板の前期幅方向の両側部間における中間部は、前記第2の合成樹脂から成ることを特徴とする導水装置。
A pair of holders made of a first synthetic resin fixed in a watertight manner to the wall surface of the structure, spaced apart from each other and extending in parallel along the wall surface;
A longitudinal plate-shaped water guide plate disposed between the pair of holding bodies and spaced apart from the wall surface portion, wherein one side portion in the width direction perpendicular to the longitudinal direction is watertightly held by one holding body. And the other side portion in the width direction is watertightly held by the other holding body, and the water guide is composed of the second synthetic resin having a hardness lower than that of the first synthetic resin and the first synthetic resin. It includes a receiving plate, the,
Both sides in the width direction of the water guide plate are made of the first synthetic resin,
An intermediate portion between both side portions in the widthwise direction of the water guide plate is made of the second synthetic resin .
前記第1の合成樹脂は、硬さがA90以上、A95以下であり、
前記第2の合成樹脂は、硬さがA65以上、A75以下であることを特徴とする請求項1に記載の導水装置。
The first synthetic resin has a hardness of A90 or more and A95 or less,
2. The water guiding device according to claim 1, wherein the second synthetic resin has a hardness of A65 or more and A75 or less.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109347B2 (en) 1991-07-23 1995-11-22 ザ・ビーオーシー・グループ・インコーポレーテッド A method of supplying gaseous oxygen that meets the requirements of different demand patterns

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ES2559129B1 (en) * 2015-08-24 2016-11-16 David BOLDOBA SÁNCHEZ Gasket for tunnels
JP6637713B2 (en) * 2015-10-13 2020-01-29 ニホン・ドレン株式会社 Water guiding device
JP6989745B2 (en) * 2017-03-22 2022-01-12 ニホン・ドレン株式会社 Water guide
CN120467144B (en) * 2025-07-17 2025-09-26 四川省水利科学研究院 Aqueduct butt joint gap detection equipment for hydraulic engineering

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JPS5639300A (en) * 1979-09-04 1981-04-14 Shion Jiyushi Kogyo Kk Device for preventing water leakage and conducting water at joint of tunnel
JP3384998B2 (en) * 2000-05-26 2003-03-10 ニホン・ドレン工業株式会社 Holder for water guide plate and water guide gutter
JP4730912B2 (en) * 2006-06-14 2011-07-20 三重重工業株式会社 Leakage receiving plate with transparent part

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109347B2 (en) 1991-07-23 1995-11-22 ザ・ビーオーシー・グループ・インコーポレーテッド A method of supplying gaseous oxygen that meets the requirements of different demand patterns

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