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JP6959674B2 - Water guide - Google Patents
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JP6959674B2 - Water guide - Google Patents

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JP6959674B2
JP6959674B2 JP2020066070A JP2020066070A JP6959674B2 JP 6959674 B2 JP6959674 B2 JP 6959674B2 JP 2020066070 A JP2020066070 A JP 2020066070A JP 2020066070 A JP2020066070 A JP 2020066070A JP 6959674 B2 JP6959674 B2 JP 6959674B2
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water guide
wall surface
water
cover body
guide cover
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JP2021161805A (en
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内藤 伸平
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ニホン・ドレン株式会社
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Description

本発明は、トンネルおよび擁壁などの構造物の凹凸のある壁面に設けられ、構造物の目地および亀裂などから流れ出た水を、排水渠などの排水設備へ導くために好適に実施することができる導水装置に関する。 The present invention is preferably provided on an uneven wall surface of a structure such as a tunnel and a retaining wall, and is suitably carried out to guide water flowing out from joints and cracks of the structure to a drainage facility such as a drainage culvert. Regarding the water conveyance device that can be done.

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。この従来技術では、トンネルの壁面に、道路軸線方向に500mm毎に等間隔をあけて平行に設けられる一対の長手の保持具と、各保持具に幅方向両側部が保持される導水受板と、を備える。 A water guide device of the prior art is shown in, for example, Patent Document 1. In this conventional technique, a pair of long length holders provided in parallel on the wall surface of a tunnel at equal intervals of 500 mm in the road axis direction, and a water guide plate in which both sides in the width direction are held by each holder. , Equipped with.

各保持具は、合成樹脂製の保持体と、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。各保持体の幅方向両側部間の幅方向中間部には、構造物の壁面とは反対側の空間に臨んで開放した凹所が長手方向に延びて形成される。各保持体の凹所内には、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、各保持具が壁面に固定される。構造物は、道路トンネルの覆工コンクリート壁であって、壁面に固定された各保持具は、覆工コンクリート壁の壁面の目地部の両側に、各保持具が配置されるように、位置決めされる。 Each holder has a holder made of synthetic resin and a pair of sealing members provided on both sides of the holder in the width direction. In the middle portion in the width direction between both side portions in the width direction of each holder, a recess that is open facing the space opposite to the wall surface of the structure is formed extending in the longitudinal direction. The head of the anchor body driven into the structure protrudes into the recess of each holder, and a nut is screwed to the head to fix each holder to the wall surface. The structure is a lining concrete wall of a road tunnel, and each holder fixed to the wall surface is positioned so that each holder is arranged on both sides of the joint portion of the wall surface of the lining concrete wall. NS.

各保持具の凹所は、構造物の壁面とは反対側の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、幅方向外側方に臨んで開放する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、各導水受板と壁面との間に水密な導水空間が形成される。 The recesses of each holder face the space in the tunnel on the opposite side of the wall surface of the structure and open, and on both sides of the recess in the width direction, a pair of recesses that face outward in the width direction and open. A mating holding portion is provided. One side portion in the width direction and the other side portion in the width direction of the water guide plate are fitted and held in each fitting holding portion, and a watertight water guide space is formed between each water guide plate and the wall surface. ..

導水空間には、覆工コンクリート壁の目地部および亀裂などから漏出した地下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側の下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。 Groundwater leaked from joints and cracks in the lining concrete wall flows into the headrace space and is collected. The water that has flowed into the water guide space is guided to the openings at the lower ends on both sides of the water guide device in the longitudinal direction, and is discharged to the upper drainage ditch provided in the roadside zone on both sides of the road surface. An underdrain drainage ditch is provided under the upper drainage ditch, and the water in the underdrain drainage ditch is guided to a drainage pipe (not shown) and discharged to a river or the like.

各保持体は、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。 Each retainer is realized by a long lumber made of an extruded profile of a hard synthetic resin such as hard polyvinyl chloride. Further, the sealing member is realized by a long material having a two-layer structure of a closed-cell foamed synthetic resin and synthetic rubber. Further, the water guide plate is made of a hard synthetic resin having weather resistance and chemical resistance, and is realized by a strip-shaped panel having a thickness of about 2 mm.

特許第2916407号公報Japanese Patent No. 2916407

上記の特許文献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から成り、導水受板が耐侯性および耐薬品性を有するアクリル樹脂と硬質ポリ塩化ビニルとが混合された合成樹脂から成る。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が、補修工事などによって地山にコンクリートを吹付けて構築された覆工コンクリート壁である場合には、その壁面は大きさの異なる多数の凹凸を有し、シール部材の変形によって吸収できない程度に大きな凹凸がある場合には、壁面と導水装置との間に水密な導水空間を形成することができないという問題がある。 In the prior art described in Patent Document 1 above, the retainer is made of an extruded shape of hard polyvinyl chloride, and the water guide plate is a mixture of an acrylic resin having weather resistance and chemical resistance and hard polyvinyl chloride. It is made of synthetic resin. Therefore, if the structure to which each holding body and the water guide plate are attached is a lining concrete wall constructed by spraying concrete on the ground by repair work or the like, the wall surface has a large number of different sizes. If there are irregularities and the irregularities are so large that they cannot be absorbed due to the deformation of the sealing member, there is a problem that a watertight water conducting space cannot be formed between the wall surface and the water guiding device.

本発明の目的は、導水装置の凹凸を有する壁面であっても、水密な導水空間を形成することができる導水装置を提供することである。 An object of the present invention is to provide a water guiding device capable of forming a watertight water conducting space even on a wall surface having irregularities of the water conducting device.

本発明は、構造物の壁面部に配設される、可撓性を有するシート状の導水カバー体と、
前記導水カバー体を前記壁面部に押付けて固定する固定手段と、を含む導水装置であって、
前記導水カバー体は、
可撓性を有する軟質の合成樹脂から成る基材シートと、
前記基材シートに積層され、前記固定手段による前記壁面部への押付け力によって変形可能な補強部材と、
前記補強部材と前記基材シートとを接合する接合材と、を備え
前記基材シートは、JIS K 6249に規定されたデュロメータA硬度計による硬さが、20以上、80以下のシリコーンゴム製の、厚さが0.4mm〜1.0mmのシートから成り、
前記補強部材は、厚さが0.2〜0.5mmの金属製の網状体から成り、
前記接合材は、粘着性を有する樹脂から成る導水装置である。
The present invention includes a flexible sheet-shaped water guide cover body disposed on the wall surface of a structure.
A water guide device including a fixing means for pressing and fixing the water guide cover body against the wall surface portion.
The water guide cover body
A base sheet made of a flexible and soft synthetic resin,
A reinforcing member laminated on the base material sheet and deformable by a pressing force against the wall surface portion by the fixing means.
A bonding material for joining the reinforcing member and the base material sheet is provided .
The base material sheet is made of a silicone rubber having a hardness of 20 or more and 80 or less according to a durometer A hardness tester specified in JIS K 6249, and has a thickness of 0.4 mm to 1.0 mm.
The reinforcing member is made of a metal mesh body having a thickness of 0.2 to 0.5 mm.
The joining material is a water conducting device made of an adhesive resin .

また本発明は、前記補強部材が、折曲げ可能な金属製の網状体から成ることを特徴とする。 Further, the present invention is characterized in that the reinforcing member is made of a bendable metal net-like body.

また本発明は、前記補強部材が、折曲げ可能な金属製の板状体から成ることを特徴とする。 Further, the present invention is characterized in that the reinforcing member is made of a bendable metal plate-like body.

また本発明は、前記固定手段が、前記導水カバー体を貫通して前記構造物に埋設されたアンカー体と、前記アンカー体に螺着され、前記導水カバー体を前記壁面部に押し付けて保持するねじ部材と、を有していることを特徴とする。 Further, in the present invention, the fixing means is screwed to the anchor body embedded in the structure through the water guide cover body and the water guide cover body to be pressed against the wall surface portion to hold the anchor body. It is characterized by having a screw member.

また本発明は、前記接合材が、粘着性を有する樹脂から成ることを特徴とする。 Further, the present invention is characterized in that the bonding material is made of a resin having adhesiveness.

本発明によれば、導水カバー体はJIS K 6249に規定されたデュロメータA硬度計による硬さが、20以上、80以下のシリコーンゴム製の、厚さが0.4mm〜1.0mmのシートから成る基材シートに、厚さ0.2〜0.5mmの金属製の網状体から成る補強部材が粘着性を有する樹脂から成る接合材によって接合された構成であるので、構造物の凹凸を有する壁面であっても、補強部材を基材シートと共に壁面の凹凸に沿わせて折曲げ変形させ、水密な導水空間を形成し、壁面部からの漏水を導水空間によって排水溝などの排水設備へ導いて排水することができる。 According to the present invention, the water guide cover body is made of a silicone rubber having a hardness of 20 or more and 80 or less according to a durometer A hardness meter specified in JIS K 6249, and has a thickness of 0.4 mm to 1.0 mm. Since the reinforcing member made of a metal net having a thickness of 0.2 to 0.5 mm is joined to the base sheet made of the material by a joining material made of an adhesive resin , the structure has irregularities. Even on the wall surface, the reinforcing member is bent and deformed along the unevenness of the wall surface together with the base sheet to form a watertight water-conducting space, and water leakage from the wall surface is guided to the drainage facility such as a drainage ditch by the water-conducting space. Can be drained.

本発明の一実施形態の導水装置1を示す水平断面図である。It is a horizontal sectional view which shows the water conveyance apparatus 1 of one Embodiment of this invention. 導水装置1を図1の下方から見た一部の正面図である。It is a partial front view of the water conveyance device 1 viewed from the lower side of FIG. 導水装置1が構造物2に取付けられた状態を示す断面図である。It is sectional drawing which shows the state which the water conveyance apparatus 1 is attached to the structure 2. 導水カバー体4の構成を示す一部の拡大断面図である。It is a partial enlarged sectional view which shows the structure of the water guide cover body 4. 本発明の他の実施形態の導水装置に用いられる導水カバー体4aの構成を示す一部の拡大断面図である。It is a partial enlarged sectional view which shows the structure of the water guide cover body 4a used in the water guide device of another embodiment of this invention. 本発明の他の実施形態の導水装置1aの水平断面図である。It is a horizontal sectional view of the water conveyance apparatus 1a of another embodiment of this invention. 導水装置1を構造物2の入隅部に取付けた設置例を簡素化して示す水平断面図である。It is a horizontal cross-sectional view which shows the installation example which attached the water guide device 1 to the inside corner part of the structure 2 in a simplified manner. 導水装置を構造物の出隅部に取り付けた設置例を簡素化して示す水平断面図である。It is a horizontal cross-sectional view which shows the installation example which attached the water guide device to the protruding corner part of a structure in a simplified manner. 本発明の他の実施形態の導水装置の一部を簡素化して示す斜視図である。It is a perspective view which shows the part of the water conveyance apparatus of another embodiment of this invention simplified. 導水装置を構造物の水平な壁面部に取付けた設置例を示す鉛直断面図である。It is a vertical cross-sectional view which shows the installation example which attached the water conveyance device to the horizontal wall surface part of a structure. 本発明の他の実施形態の導水装置を構造物の段差部に取付けた設置例を簡素化して示す水平断面図である。It is a horizontal cross-sectional view which simplifies the installation example which attached the water guide device of another embodiment of this invention to the step part of a structure. 図12Aは本発明の他の実施形態の導水装置を示す分解斜視図であり、図12Bは本発明の他の実施形態の導水装置を示す簡素化した斜視図である。FIG. 12A is an exploded perspective view showing a water guide device according to another embodiment of the present invention, and FIG. 12B is a simplified perspective view showing a water guide device according to another embodiment of the present invention. 本発明の他の実施形態の導水装置を示す水平断面図である。It is a horizontal cross-sectional view which shows the water conveyance apparatus of another embodiment of this invention.

図1は本発明の一実施形態の導水装置1を示す水平断面図であり、図2は導水装置1を図1の下方から見た一部の正面図であり、図3は導水装置1が構造物2に取付けられた状態を示す断面図である。本実施形態の導水装置1は、構造物2の壁面部3に配設される、可撓性を有するシート状の導水カバー体4と、導水カバー体4を壁面部3に押付けて固定する固定手段5と、を含む。 FIG. 1 is a horizontal cross-sectional view showing a water guide device 1 according to an embodiment of the present invention, FIG. 2 is a partial front view of the water guide device 1 as viewed from below of FIG. 1, and FIG. It is sectional drawing which shows the state attached to the structure 2. The water guide device 1 of the present embodiment is fixed by pressing the flexible sheet-shaped water guide cover 4 and the water guide 4 against the wall surface 3 arranged on the wall surface 3 of the structure 2. Means 5 and.

本実施形態の構造物2は、トンネルの覆工コンクリート壁であって、地山7にコンクリートまたはコンクリートモルタルを吹付けて構築されている。そのため壁面部3は、トンネル内の道路空間9に臨んで凹凸状であり、一様な連続曲面および平面の存在しない不揃いな曲面および平面から成っている。 The structure 2 of the present embodiment is a lining concrete wall of a tunnel, and is constructed by spraying concrete or concrete mortar onto the ground 7. Therefore, the wall surface portion 3 has an uneven shape facing the road space 9 in the tunnel, and is composed of a uniform continuous curved surface and an irregular curved surface and a flat surface in which no flat surface exists.

このような壁面部3には、本実施形態の導水カバー体4が設置され、コンクリート壁の目地または亀裂などの漏水箇所6から流出した漏水を、道路空間7に滴下しないように、路肩などに設けられる排水渠8へ導くことができるように構成されている。導水カバー体4の道路軸線L1方向の設置間隔に制限はなく、漏水の流出量、漏水箇所6などの現場の設置条件に応じて適宜決定される。 The water guide cover body 4 of the present embodiment is installed on such a wall surface portion 3, and the water leaked from the leaked portion 6 such as a joint or a crack of a concrete wall is placed on a road shoulder or the like so as not to drip into the road space 7. It is configured so that it can be guided to the provided drainage culvert 8. There is no limitation on the installation interval of the water guide cover 4 in the road axis L1 direction, and it is appropriately determined according to the installation conditions at the site such as the amount of water leakage and the leakage point 6.

固定手段5としては、導水カバー体4を貫通して構造物2に打設された、ステンレス鋼製の複数のナベ頭コンクリートビスが用いられる。このようなナベ頭コンクリートビスに代えて、導水カバー体4を壁面部3に強固に固定する必要がある場合には、構造物2内に埋設される円筒部の軸線方向一端部に周方向に分断された複数の拡開片が一体的に形成され、円筒部の軸線方向他端部には外ねじが刻設された雄ねじ部を有する中空のアンカースリーブと、軸線方向一端部に拡開片に挿入される円錐台状のテーパ部が設けられるアンカーロッドと、アンカースリーブの雄ねじ部に螺着されるナットとを有する複数のアンカー体が用いられてもよい。 As the fixing means 5, a plurality of pan head concrete screws made of stainless steel, which are driven into the structure 2 through the water guide cover body 4, are used. When it is necessary to firmly fix the water guide cover body 4 to the wall surface portion 3 instead of such a pan head concrete screw, the cylindrical portion embedded in the structure 2 is set in the circumferential direction at one end in the axial direction. A hollow anchor sleeve in which a plurality of divided expansion pieces are integrally formed and has a male threaded portion in which an external thread is engraved at the other end in the axial direction of the cylindrical portion, and an expansion piece at one end in the axial direction. A plurality of anchor bodies having an anchor rod provided with a truncated cone-shaped tapered portion inserted into the anchor sleeve and a nut screwed to the male screw portion of the anchor sleeve may be used.

これらのアンカースリーブ、アンカーロッドおよびナットは、たとえばステンレス鋼から成る。このようなアンカー体は、構造物2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を打ち込むことによってテーパ部が拡開片を半径方向外方へ押し開いて拡開させ、拡開した拡開片が周囲のコンクリートに噛み込むことによって、アンカースリーブが構造物2に固定される。 These anchor sleeves, anchor rods and nuts are made of, for example, stainless steel. In such an anchor body, a pilot hole is formed in advance by drilling the structure 2 with a drilling tool such as a concrete drill, and the anchor sleeve is driven into the pilot hole so that the tapered portion expands the expanded piece radially outward. The anchor sleeve is fixed to the structure 2 by pushing it open and expanding it, and the expanded piece biting into the surrounding concrete.

図4は導水カバー体4の構成を示す一部の拡大断面図である。図1をも参照して、導水カバー体4は、可撓性を有する軟質の合成樹脂から成る2枚の基材シート10a,10b(総称する場合には、添え字a,bを省略して「基材シート10」と記す)と、一方の基材シート10aに積層され、固定手段5による壁面部3への押付け力によって変形可能な補強部材11と、補強部材11と基材シート10aとを接合する接合材12aと、を備えている。 FIG. 4 is a partially enlarged cross-sectional view showing the configuration of the water guide cover body 4. With reference to FIG. 1, the water guide cover body 4 is formed by omitting two base material sheets 10a and 10b (collectively, the subscripts a and b) made of a flexible soft synthetic resin. The "base sheet 10"), the reinforcing member 11 which is laminated on one of the base sheet 10a and deformable by the pressing force against the wall surface portion 3 by the fixing means 5, and the reinforcing member 11 and the base sheet 10a. It is provided with a joining material 12a for joining the above.

補強部材11は、例えば、一方の基材シート10aに塗布された接合材12aに押し付けることによって、厚みが約2mmの補強部材11を、厚みが約0.25mm〜約1mmの接合材12aを用いた場合、その厚みの1/3〜1/2が接合材12に食い込んだ状態で接合されている。このような第1の積層シートには、他方の基材シート10bの一表面に接合材12bが塗布された第2の積層シートを、接合材12a,12b同士が対向するように貼り付けることによって、各接合材12a,12bが実質的に一体化された、図1に示される導水カバー体4が形成される。 The reinforcing member 11 uses, for example, a reinforcing member 11 having a thickness of about 2 mm and a joining material 12a having a thickness of about 0.25 mm to about 1 mm by pressing the reinforcing member 11 against the joining material 12a applied to one of the base sheet 10a. If there is, 1/3 to 1/2 of the thickness is joined in a state of biting into the joining material 12. To such a first laminated sheet, a second laminated sheet in which the bonding material 12b is applied to one surface of the other base sheet 10b is attached so that the bonding materials 12a and 12b face each other. , The water guide cover body 4 shown in FIG. 1 is formed in which the joining members 12a and 12b are substantially integrated.

(基材シート)
基材シート10の素材としては、例えば、耐熱性、耐候性および耐寒性に優れたシリコーンゴムを好適に用いることができる。耐熱性は、例えば225℃に加熱された状態を72時間維持したときの硬さ変化が+2%程度である。耐寒性としては、−30℃でも凍結せず、寒冷地であっても使用可能である。このようなシリコーンゴムとしては、例えばシリコーンゴム組成物を硬化させることによって得られるシリコーンゴムを用いることができるが、JIS K 6249に規定されたデュロメータA硬度計による硬さが、20以上、80以下、好ましくは50以上、70以下であるシリコーンゴムを用いることができる。硬さが20未満であると、ゴムとしての強度が劣る場合があり、80を超えると弾性が劣る場合がある。
(Base sheet)
As the material of the base sheet 10, for example, silicone rubber having excellent heat resistance, weather resistance and cold resistance can be preferably used. As for heat resistance, for example, the change in hardness when the state of being heated to 225 ° C. is maintained for 72 hours is about + 2%. As for cold resistance, it does not freeze even at −30 ° C. and can be used even in cold regions. As such a silicone rubber, for example, a silicone rubber obtained by curing a silicone rubber composition can be used, but the hardness by the durometer A hardness tester specified in JIS K 6249 is 20 or more and 80 or less. , Preferably 50 or more and 70 or less silicone rubber can be used. If the hardness is less than 20, the strength as rubber may be inferior, and if it exceeds 80, the elasticity may be inferior.

基材シート10の素材の他の例としては、耐候性、耐熱性および難燃性に優れたCRゴム、耐油性および耐薬品性に優れたNBRゴム、耐油性および耐薬品性に優れたフッ素ゴム、耐候性、耐薬品性、耐熱性および耐老化性に優れたエチレンプロピレンゴム(EPT)、耐酸性および耐アルカリ性に優れたブチルゴム(HR)、耐熱性および耐候性に優れたアクリルゴム(ACMまたはANN)、および引張強度および引張弾性率に優れ、曲げに対する形状保持機能を有する超延伸ポリエチレンなどが挙げられる。 Other examples of the material of the base sheet 10 include CR rubber having excellent weather resistance, heat resistance and flame retardancy, NBR rubber having excellent oil resistance and chemical resistance, and fluorine having excellent oil resistance and chemical resistance. Rubber, ethylene propylene rubber (EPT) with excellent weather resistance, chemical resistance, heat resistance and aging resistance, butyl rubber (HR) with excellent acid resistance and alkali resistance, acrylic rubber (ACM) with excellent heat resistance and weather resistance Alternatively, ANN), and ultra-stretched polyethylene having excellent tensile strength and tensile elastic modulus and having a shape-retaining function against bending can be mentioned.

基材シート10は、このような各種の素材のうち、導水装置1の取付け環境に適した特性を有する素材を選択し、幅が、例えば0.3m、0.5m0.7m、1.0m、1.2mまたは1.5m、厚さが0.4mm、0.6mm、0.8mmまたは1.0mmのシートとして商業的に入手可能である。超延伸ポリエチレンは、形状保持機能を有し、繰り返し鋭角に折り曲げても亀裂を生じることがなく、変形後の形状を維持することができるので、凹凸の高低差が大きい壁面部3であっても、壁面部3から大きく離れた、いわゆる浮きによる隙間を生じることなく、壁面部3の形状に沿って取り付けることができ、壁面部3に対して高い形状追従性を有する。
For the base sheet 10, a material having characteristics suitable for the mounting environment of the water conveyance device 1 is selected from among such various materials, and the widths are, for example, 0.3 m, 0.5 m , 0.7 m, 1. It is commercially available as a sheet of 0 m, 1.2 m or 1.5 m and thickness of 0.4 mm, 0.6 mm, 0.8 mm or 1.0 mm. The super-stretched polyethylene has a shape-retaining function, does not crack even when repeatedly bent at an acute angle, and can maintain the shape after deformation. Therefore, even if the wall surface portion 3 has a large difference in height of unevenness. , It can be attached along the shape of the wall surface portion 3 without creating a gap due to so-called floating, which is far from the wall surface portion 3, and has high shape followability with respect to the wall surface portion 3.

(補強部材)
補強部材11は、金属製の網状体から成る。網状体素材としては、例えばステンレス鋼、アルミニウム合金などの引張強度および耐腐食性に優れたもの適宜選択して用いることができ、例えば厚さ0.2〜0.5mm程度の容易に折曲げることができる板状体を用いることができる。網状体としては、格子状および亀甲状などの織り形状または編み形状のものを適宜選択して用いることができる。
(Reinforcing member)
The reinforcing member 11 is made of a metal net-like body. As the net-like material, for example, stainless steel, aluminum alloy, or the like having excellent tensile strength and corrosion resistance can be appropriately selected and used. For example, it can be easily bent to a thickness of about 0.2 to 0.5 mm. It is possible to use a plate-like body capable of forming. As the net-like body, a woven or knitted shape such as a lattice shape or a hexagonal shape can be appropriately selected and used.

補強部材11の他の素材としては、例えば、特殊変性ポリプロピレン樹脂または金属から成る糸条を、織製によって形成された網状の布、または単繊維を中空編みした外径が約10mm程度の網状の筒体によって実現されてもよい。網状の布および筒体は、弾力性および屈曲性に富み、耐薬品性、耐寒性、耐水性および引張強さに優れ、軽量で基材シート10の変形に対して高い追従性を有するので、壁面部3の凹凸に応じた薄手の基材シート10の変形を許容し、柔軟に壁面部3の形状に沿って曲げ変形してフィットしやすく、優れた施工性を有する。また、補強部材11として、前述の布ではなく、例えば開き目が1〜5mm程度の金属製または樹脂製のメッシュシートを採用してもよい。これによっても前述の布または筒体から成る補強部材と同様な効果を奏することができる。 As another material of the reinforcing member 11, for example, a net-like cloth formed by weaving a thread made of a special modified polypropylene resin or metal, or a net-like material having an outer diameter of about 10 mm obtained by hollow knitting a single fiber. It may be realized by a cylinder. The net-like cloth and cylinder are highly elastic and flexible, have excellent chemical resistance, cold resistance, water resistance and tensile strength, are lightweight, and have high followability to the deformation of the base sheet 10. It allows deformation of the thin base material sheet 10 according to the unevenness of the wall surface portion 3, flexibly bends and deforms along the shape of the wall surface portion 3 to easily fit, and has excellent workability. Further, as the reinforcing member 11, instead of the cloth described above, for example, a metal or resin mesh sheet having an opening of about 1 to 5 mm may be used. This also has the same effect as the reinforcing member made of the cloth or the tubular body described above.

このような構成によって、壁面部3から流れ出す漏水の流量、壁面部3の目地および亀裂などの漏水箇所6の幅および長さ、導水装置1の壁面部3からの突出量、導水装置1の幅などの各種の設置条件に応じて、導水カバー体4の本数および幅を変更して、断面幅の異なる導水空間を容易に実現することができ、設計上の自由度が高い導水装置1を実現することができる。 With such a configuration, the flow rate of the leaked water flowing out from the wall surface portion 3, the width and length of the leaked portion 6 such as the joint and the crack of the wall surface portion 3, the amount of protrusion of the water guiding device 1 from the wall surface portion 3, and the width of the water guiding device 1. By changing the number and width of the water guide cover 4 according to various installation conditions such as, it is possible to easily realize a water guide space having a different cross-sectional width, and realize a water guide device 1 with a high degree of freedom in design. can do.

(接合材)
接合材12は、シリコーンゲルから成る。シリコーンゲルの素材の一例としては、常温で液状から生ゴム状まで重合度の異なるものと用いることができる。重合度としては、ゲルパーミエーションクロマトグラフィ(GPC)によるポリスチレン換算の平均重合度が50〜20000程度のものを用いることができる。他の実施形態では、接合材12は、シリコーンゲルに代えて、エポキシ系樹脂またはブチルゴム系樹脂などの粘着性を有する樹脂であってもよい。
(Joining material)
The bonding material 12 is made of silicone gel. As an example of the material of the silicone gel, those having different degrees of polymerization from liquid to raw rubber at room temperature can be used. As the degree of polymerization, one having an average degree of polymerization in terms of polystyrene by gel permeation chromatography (GPC) of about 50,000 to 20,000 can be used. In another embodiment, the bonding material 12 may be an adhesive resin such as an epoxy resin or a butyl rubber resin instead of the silicone gel.

接合材12は、25mm〜200mmの試験片をJIS C 2107に規定された電気絶縁用粘着テープ試験方法に準じて、コンクリートモルタルの表面に乾燥状態で貼り付けたときの粘着力が16〜18N/25mm、同じ試験片をアスファルト面に乾燥状態で貼り付けたときの粘着力が12〜14N/25mmを一週間発揮されるよう構成された粘着性を有する樹脂から成る接合材を用いるようにしてもよい。 The bonding material 12 has an adhesive strength of 16 to 18 N / 18 N / when a test piece of 25 mm to 200 mm is attached to the surface of a concrete mortar in a dry state according to the adhesive tape test method for electrical insulation specified in JIS C 2107. Even if a bonding material made of an adhesive resin configured to exhibit an adhesive force of 12 to 14 N / 25 mm for one week when the same test piece is attached to the asphalt surface in a dry state of 25 mm is used. good.

接合材11は、基材シート10の一方の主面に塗布または印刷によって層状または膜状に付着させ、その上から補強部材11を乗載し、補強部材11が層状の接合材12に粘着させた構成であってもよい。 The bonding material 11 is adhered to one main surface of the base sheet 10 in a layered or film form by coating or printing, and the reinforcing member 11 is placed on the reinforcing member 11 so that the reinforcing member 11 adheres to the layered bonding material 12. It may have a different configuration.

以上のように本実施形態の導水装置1は、可撓性を有する長尺の導水カバー体4が構造物2の壁面部3に沿って配設され、漏水箇所6を含む壁面部3を覆うように貼着され、固定手段5によって壁面部3に固定されるので、凹凸のある壁面部3であっても、導水カバー体4は壁面部3の凹凸に沿って容易に折り曲げて柔軟に変形させた状態で取付けることができ、導水カバー体4と壁面部3との間に水密な導水空間16を形成し、壁面部3の漏水箇所6からの漏水を導水空間16によって排水渠8などの排水設備へ確実に導いて排水することができる。 As described above, in the water guide device 1 of the present embodiment, a long flexible water guide cover 4 is arranged along the wall surface 3 of the structure 2 to cover the wall surface 3 including the water leakage point 6. Therefore, even if the wall surface portion 3 has irregularities, the water guide cover body 4 can be easily bent along the irregularities of the wall surface portion 3 and flexibly deformed because the wall surface portion 3 is fixed to the wall surface portion 3 by the fixing means 5. It can be attached in such a state that a watertight water-conducting space 16 is formed between the water-conducting cover body 4 and the wall surface portion 3, and water leakage from the water-leaking point 6 of the wall surface portion 3 is caused by the water-conducting space 16 such as a drainage culvert 8. It can be reliably guided to the drainage facility and drained.

導水カバー体4は、前述の基材シート10に接合材によって補強部材が接合された多層シートとして形成することができる。多層シートの製造方法としては、例えば、インサート成形、ディッピング、コーティング、カレンダー成形、スクリーン印刷などの各種の成形方法を採用することができる。 The water-conducting cover body 4 can be formed as a multi-layer sheet in which a reinforcing member is joined to the above-mentioned base material sheet 10 by a joining material. As a method for manufacturing the multilayer sheet, for example, various molding methods such as insert molding, dipping, coating, calender molding, and screen printing can be adopted.

図5は本発明の他の実施形態の導水装置に用いられる導水カバー体4の構成を示す一部の拡大断面図である。なお、本実施形態の導水カバー体は、図4に示される実施形態の導水カバー体に類似し、前述の実施形態と対応する部分には、同一の参照符を付す。本実施形態の導水装置1に用いられる導水カバー体4は、補強部材11が折曲げ可能な金属製の板状体から成り、接合材12によって接合して構成されてもよい。板状体は、壁面部3の凹凸に沿って容易に折曲げ可能であればよく、例えば、厚さが約0.2mm〜1.5mmのステンレス鋼板、アルミニウム合金板および銅板などの金属板を、要求される強度、耐久性などに応じて適宜選択して用いることができる。 FIG. 5 is a partially enlarged cross-sectional view showing the configuration of the water guide cover body 4 used in the water guide device of another embodiment of the present invention. The water guide cover body of the present embodiment is similar to the water guide cover body of the embodiment shown in FIG. 4, and the same reference numerals are given to the parts corresponding to the above-described embodiments. The water guide cover body 4 used in the water guide device 1 of the present embodiment may be formed by joining the reinforcing member 11 with a bendable metal plate-like body and joining the reinforcing member 12. The plate-like body may be easily bent along the unevenness of the wall surface portion 3, and for example, a metal plate such as a stainless steel plate, an aluminum alloy plate, or a copper plate having a thickness of about 0.2 mm to 1.5 mm may be used. , Can be appropriately selected and used according to the required strength, durability and the like.

本発明に係る実施形態の導水装置1は、凹凸のある壁面部3に限らず、図6に示す平面状の壁面部3にも当然に、前述のアンカー体などの固定手段5によって固定し、設置が可能である。なお、図6において、前述の実施形態と対応する部分には、同一の参照符を付す。構造物2は、上記のトンネルの覆工コンクリート壁に限らず、その他の構造物、たとえば橋台、橋脚、擁壁などの各種のコンクリート構造物であってもよい。また、壁面部3の凹凸の形状、漏水の範囲、漏水の流出量などに応じて、各実施形態を組み合わせた態様も可能であり、上述と同様に高い水密性を有する導水空間16を容易に構築することができる。 The water conveyance device 1 of the embodiment according to the present invention is naturally fixed not only to the uneven wall surface portion 3 but also to the flat wall surface portion 3 shown in FIG. 6 by the fixing means 5 such as the anchor body described above. Installation is possible. In FIG. 6, the same reference numerals are given to the parts corresponding to the above-described embodiments. The structure 2 is not limited to the above-mentioned tunnel lining concrete wall, and may be other structures such as various concrete structures such as abutments, piers, and retaining walls. Further, it is also possible to combine each embodiment according to the shape of the unevenness of the wall surface portion 3, the range of water leakage, the amount of water leakage, and the like, and it is possible to easily create a water-conducting space 16 having high watertightness as described above. Can be built.

図7は導水装置1を構造物2の入隅部18に取付けた設置例を簡素化して示す水平断面図であり、図8は導水装置1を構造物2の出隅部19に取り付けた設置例を簡素化して示す水平断面図である。導水カバー体4は、可撓性を有するので、構造物2の壁面部3が、図7に示すように、該壁面部3に対向する側から見て壁面部3が離れる側に凹んだ入隅部18であっても導水カバー体4を配置し、固定手段5によって導水カバー体4の幅方向両側部を角部2aに関して両側の壁面部3に固定し、入隅部18の壁面部3と導水カバー体4との間に導水空間16を形成することができる。 FIG. 7 is a horizontal cross-sectional view showing a simplified installation example in which the water conveyance device 1 is attached to the inside corner portion 18 of the structure 2, and FIG. 8 is an installation in which the water conveyance device 1 is attached to the outside corner portion 19 of the structure 2. It is a horizontal cross-sectional view which shows the example in a simplified manner. Since the water guide cover body 4 has flexibility, as shown in FIG. 7, the wall surface portion 3 of the structure 2 is recessed toward the side where the wall surface portion 3 is separated from the side facing the wall surface portion 3. Even in the corner portion 18, the water guide cover body 4 is arranged, and both side portions of the water guide cover body 4 in the width direction are fixed to the wall surface portions 3 on both sides with respect to the corner portion 2a by the fixing means 5, and the wall surface portion 3 of the inside corner portion 18 A water guide space 16 can be formed between the water guide cover body 4 and the water guide cover body 4.

また、構造物2の壁面部3が、図8に示すように、該壁面部3に対向する側から見て壁面部3が近づく側に突出した出隅部19であっても、角部2bに関して両側の壁面部3に沿って導水カバー体4を配置し、固定手段5によって導水カバー体4の幅方向両側部を各壁面部3に固定し、出隅部19の壁面部3と導水カバー体4との間に導水空間16を形成することができる。 Further, as shown in FIG. 8, even if the wall surface portion 3 of the structure 2 is a protruding corner portion 19 protruding toward the side where the wall surface portion 3 approaches when viewed from the side facing the wall surface portion 3, the corner portion 2b The water guide cover body 4 is arranged along the wall surface portions 3 on both sides, and both side portions of the water guide cover body 4 in the width direction are fixed to each wall surface portion 3 by the fixing means 5, and the wall surface portion 3 and the water guide cover of the protruding corner portion 19 are fixed. A water conveyance space 16 can be formed between the body 4 and the body 4.

図9は本発明の他の実施形態の導水装置1aの一部を簡素化して示す斜視図であり、図10は導水装置1aを構造物2の水平な壁面部3に取付けた設置例を示す鉛直断面図である。本実施形態の導水装置1aは、横用導水カバー体41と縦用導水カバー体42と有する。横用導水カバー体41は、平面視において矩形の底板43と、底板43の平行な長辺側の2辺に垂直に屈曲して連なる一対の台形状の側板44a,44bと、各側板44a,44bの底板43とは反対側の短辺から互い離反する方向に突出した一対の長方形のフランジ部45a,45bとを有する。各フランジ部45a,45bは、前述の固定手段5によって、構造物2の天井を構成する壁面部31に固定される。 FIG. 9 is a perspective view showing a part of the water guiding device 1a of another embodiment of the present invention in a simplified manner, and FIG. 10 shows an installation example in which the water guiding device 1a is attached to the horizontal wall surface portion 3 of the structure 2. It is a vertical sectional view. The water guide device 1a of the present embodiment includes a horizontal water guide cover body 41 and a vertical water guide cover body 42. The horizontal water guide cover body 41 includes a rectangular bottom plate 43 in a plan view, a pair of trapezoidal side plates 44a and 44b that are vertically bent and connected to two parallel long sides of the bottom plate 43, and side plates 44a, respectively. It has a pair of rectangular flange portions 45a and 45b protruding from the short side of the 44b opposite to the bottom plate 43 in a direction opposite to each other. The flange portions 45a and 45b are fixed to the wall surface portion 31 constituting the ceiling of the structure 2 by the fixing means 5 described above.

縦用導水カバー体42は、各側板44a,44bが長方形であつこと以外は前述の横用導水カバー体41と同様に構成され、長手方向に同一断面を成す。この縦用導水カバー体42もまた、各フランジ部45a,45bが固定手段5によって側壁を構成する壁面部32に固定される。横用導水カバー体41は、天井の壁面部31に取付けられた状態において、底板43は縦用導水カバー体42に向かって下方へ傾斜した排水勾配を有し、壁面部31からの漏水を縦用導水カバー体42内へ排出することができる排水路を、容易に構築することができる。 The vertical water guide cover body 42 is configured in the same manner as the above-mentioned horizontal water guide cover body 41 except that the side plates 44a and 44b are rectangular, and has the same cross section in the longitudinal direction. Also in this vertical water guide cover body 42, the flange portions 45a and 45b are fixed to the wall surface portion 32 forming the side wall by the fixing means 5. When the horizontal water guide cover body 41 is attached to the wall surface portion 31 of the ceiling, the bottom plate 43 has a drainage gradient inclined downward toward the vertical water guide cover body 42, and leaks water from the wall surface portion 31 vertically. A drainage channel that can be discharged into the water guide cover body 42 can be easily constructed.

図11は本発明の他の実施形態の導水装置1bを構造物2の段差部に取付けた設置例を簡素化して示す水平断面図である。本実施形態の導水装置1bは、構造物2の2つの躯体2a,2bが目地等の漏水箇所6においてずれており、段差39が形成されている場合であっても、導水カバー体4を段差39に沿って折曲げて取付け、その両側部を固定手段5によって壁面部3にそれぞれ固定し、水密な導水空間16によって排水路を容易に構築することができる。 FIG. 11 is a horizontal cross-sectional view showing a simplified installation example in which the water guide device 1b of another embodiment of the present invention is attached to a stepped portion of the structure 2. In the water guide device 1b of the present embodiment, even when the two skeletons 2a and 2b of the structure 2 are displaced at the water leakage point 6 such as a joint and a step 39 is formed, the water guide cover body 4 is stepped. It is bent and attached along 39, and both side portions thereof are fixed to the wall surface portion 3 by the fixing means 5, and the drainage channel can be easily constructed by the watertight water conducting space 16.

図12Aは本発明の他の実施形態の導水装置1cを示す分解斜視図であり、図12Bは本発明の他の実施形態の導水装置1cを示す簡素化した斜視図である。なお、前述の実施形態と対応する部分には、同一の参照符を付す、本実施形態の導水装置1cは、前述の図9に示す導水カバー体41の下流端に配水管45を接続した場合、図12Aに示すように、平坦な帯状の導水カバー体素材4dを準備し、導水カバー体素材4dに配水管45を挿入するための孔46を形成した後、折曲げ線47で一方側にほぼ垂直に折り曲げることによって、図9に示す導水カバー体41の端面48に水密に接合することによって、図12Bに示す配水管45を備えた流路端末部を構築することができる。 FIG. 12A is an exploded perspective view showing the water guide device 1c of another embodiment of the present invention, and FIG. 12B is a simplified perspective view showing the water guide device 1c of another embodiment of the present invention. The same reference mark is attached to the portion corresponding to the above-described embodiment. In the water-conducting device 1c of the present embodiment, when the water distribution pipe 45 is connected to the downstream end of the water-conducting cover body 41 shown in FIG. As shown in FIG. 12A, a flat strip-shaped water guide cover body material 4d is prepared, a hole 46 for inserting the water pipe 45 is formed in the water guide cover body material 4d, and then a bending line 47 is provided on one side. By bending it substantially vertically and watertightly joining it to the end surface 48 of the water guide cover body 41 shown in FIG. 9, it is possible to construct a flow path terminal portion provided with the water distribution pipe 45 shown in FIG. 12B.

このような流路端末部の配水管45に下水管などの公共排水設備に別途に準備した排水パイプで接続することによって、凹凸のある壁面部3であっても、導水カバー体によって回収された水などを排水処理する排水路を容易に構築することができる。 By connecting the water distribution pipe 45 of the flow path terminal portion to a public drainage facility such as a sewer pipe with a drainage pipe separately prepared, even the uneven wall surface portion 3 is recovered by the water guide cover body. A drainage channel for treating water or the like can be easily constructed.

図13は本発明のさらに他の実施形態の導水装置を示す水平断面図である。なお、前述の各実施形態と対応する部分には、同一の参照符を付す。本実施形態の導水装置の導水カバー体4bは、可撓性を有する軟質の合成樹脂から成る1枚の基材シート10aと、基材シート10aに積層され、固定手段5による壁面部3への押付け力によって変形可能な1つの補強部材11と、補強部材11と基材シート10aとを接合する接合材12aと、を備えている。 FIG. 13 is a horizontal cross-sectional view showing a water conveyance device according to still another embodiment of the present invention. The same reference numerals are given to the parts corresponding to the above-described embodiments. The water guide cover body 4b of the water guide device of the present embodiment is laminated on one base sheet 10a made of a flexible soft synthetic resin and the base sheet 10a, and is attached to the wall surface portion 3 by the fixing means 5. It includes one reinforcing member 11 that can be deformed by a pressing force, and a joining material 12a that joins the reinforcing member 11 and the base material sheet 10a.

このような構成によれば、前述の図1に示される実施形態の導水カバー体4に比べて、1枚の基材シート10aに接合材12aによって補強部材11が積層状態で接合されているので、曲げ剛性が低く柔軟性に富み、高低差の大きい凹凸状の壁面部3に対してフィット性が高く、好適に実施することができる。凹凸状の壁面部3に対するフィット性は、導水カバー体の曲げ剛性を壁面部3の凹凸形状に応じて適切となるように決定すればよい。例えば、基材シート10a,10bの厚みを、出隅部では外側に位置する基材シートの厚みよりも、出隅部の内側に位置する基材シートの厚みを薄くすることによって、出隅部に沿って湾曲させやすくすることができるので、導水カバー体の壁面部3への取付け性を向上することができる。 According to such a configuration, as compared with the water guide cover body 4 of the embodiment shown in FIG. 1 described above, the reinforcing member 11 is bonded to one base material sheet 10a by the bonding material 12a in a laminated state. The flexural rigidity is low, the flexibility is high, and the fit is high on the uneven wall surface portion 3 having a large height difference, which can be preferably carried out. The fit to the uneven wall surface portion 3 may be determined so that the bending rigidity of the water guide cover body is appropriate according to the uneven shape of the wall surface portion 3. For example, by making the thickness of the base sheet 10a and 10b thinner than the thickness of the base sheet located outside at the protruding corner, the thickness of the base sheet located inside the protruding corner is made thinner. Since it can be easily curved along the above, it is possible to improve the mountability of the water guide cover body to the wall surface portion 3.

また、本実施形態の導水カバー体は、接合材が露出しているので、導水カバー体を壁面部3に直接貼り付けて仮付けすることができる。これによって、固定手段によって導水カバー体が固定されるまで、導水カバー体が壁面部上でずれてしまうことが防がれ、取付け作業を行いやすく、取付け性に優れた導水装置を提供することがきる。 Further, since the joint material of the water guide cover body of the present embodiment is exposed, the water guide cover body can be directly attached to the wall surface portion 3 and temporarily attached. As a result, it is possible to prevent the water guide cover body from being displaced on the wall surface until the water guide cover body is fixed by the fixing means, and it is possible to provide a water guide device that is easy to install and has excellent mountability. Wear.

以上、本発明の実施形態について詳細に説明したが、また、本発明は上述の実施の形態に限定されるものではなく、本発明の要旨を逸脱しない範囲内において、種々の変更、改良等が可能である。上記各実施形態をそれぞれ構成する全部または一部を、適宜、矛盾しない範囲で組み合わせ可能であることは、言うまでもない。 Although the embodiments of the present invention have been described in detail above, the present invention is not limited to the above-described embodiments, and various changes, improvements, etc. can be made without departing from the gist of the present invention. It is possible. Needless to say, all or a part of each of the above embodiments can be combined as appropriate and within a consistent range.

1 導水装置
2 構造物
3 壁面部
4 導水カバー体
5 固定手段
6 漏水箇所
7 道路空間
8 排水渠
9 道路空間
10 基材シート
11 補強部材
12;12a,12b 接合材
16 導水空間
18 入隅部
19 出隅部
39 段差
41 横用導水カバー体
42 縦用導水カバー体
43 底板
44a,44b 側板
45 配水管
45a,45b フランジ部
48 端面
L1 道路軸線
1 Water guide device 2 Structure 3 Wall surface part 4 Water guide cover body 5 Fixing means 6 Leakage point 7 Road space 8 Drainage culvert 9 Road space 10 Base sheet 11 Reinforcing member 12; 12a, 12b Joint material 16 Water guide space 18 Inside corner 19 Outer corner 39 Step 41 Horizontal water guide cover body 42 Vertical water guide cover body 43 Bottom plate 44a, 44b Side plate 45 Water distribution pipe 45a, 45b Flange part 48 End face L1 Road axis

Claims (2)

構造物の壁面部に配設される、可撓性を有するシート状の導水カバー体と、
前記導水カバー体を前記壁面部に押付けて固定する固定手段と、を含む導水装置であって、
前記導水カバー体は、
可撓性を有する軟質の合成樹脂から成る基材シートと、
前記基材シートに積層され、前記固定手段による前記壁面部への押付け力によって変形可能な補強部材と、
前記補強部材と前記基材シートとを接合する接合材と、を備え
前記基材シートは、JIS K 6249に規定されたデュロメータA硬度計による硬さが、20以上、80以下のシリコーンゴム製の、厚さが0.4mm〜1.0mmのシートから成り、
前記補強部材は、厚さが0.2〜0.5mmの金属製の網状体から成り、
前記接合材は、粘着性を有する樹脂から成ることを特徴とする導水装置。
A flexible sheet-shaped water guide cover body arranged on the wall surface of the structure,
A water guide device including a fixing means for pressing and fixing the water guide cover body against the wall surface portion.
The water guide cover body
A base sheet made of a flexible and soft synthetic resin,
A reinforcing member laminated on the base material sheet and deformable by a pressing force against the wall surface portion by the fixing means.
A bonding material for joining the reinforcing member and the base material sheet is provided .
The base material sheet is made of a silicone rubber having a hardness of 20 or more and 80 or less according to a durometer A hardness tester specified in JIS K 6249, and has a thickness of 0.4 mm to 1.0 mm.
The reinforcing member is made of a metal mesh body having a thickness of 0.2 to 0.5 mm.
The water guiding device , wherein the joining material is made of an adhesive resin.
前記固定手段は、前記導水カバー体を貫通して前記構造物に埋設されたアンカー体と、前記アンカー体に螺着され、前記導水カバー体を前記壁面部に押し付けて保持するねじ部材と、を有していることを特徴とする請求項に記載の導水装置。 The fixing means includes an anchor body that penetrates the water guide cover body and is embedded in the structure, and a screw member that is screwed to the anchor body and presses and holds the water guide cover body against the wall surface portion. The water conveyance device according to claim 1 , wherein the water guide device is provided.
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