JPH06299566A - Water-gathering and drainage member, underground drainage structure and construction method thereof - Google Patents
Water-gathering and drainage member, underground drainage structure and construction method thereofInfo
- Publication number
- JPH06299566A JPH06299566A JP5113608A JP11360893A JPH06299566A JP H06299566 A JPH06299566 A JP H06299566A JP 5113608 A JP5113608 A JP 5113608A JP 11360893 A JP11360893 A JP 11360893A JP H06299566 A JPH06299566 A JP H06299566A
- Authority
- JP
- Japan
- Prior art keywords
- drainage
- water
- pipe
- retaining wall
- shaped
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/30—Hydrogen technology
- Y02E60/50—Fuel cells
Landscapes
- Retaining Walls (AREA)
Abstract
(57)【要約】
【目的】 集排水機能に優れた水抜き構造を、簡単な構
成で提供する。
【構成】 排水管21を横向きに突設し上部に集水スリ
ットおよび集水孔を形成した、縦断面形状がV字状で横
断面形状がコ字状の部材と、集水孔を多数形成し前記コ
字状部材の前面側を閉鎖できる横蓋51とにより、硬質
ポリ塩化ビニル製の集排水管11を構成する。他方、不
織布からなる袋状物72内に軽量骨材73としてパーラ
イトを収納して集水・濾過部材71とし、この集水・濾
過部材をコ字状部材に充填した後、横蓋51を取り付け
て集排水部材61を構成する。水抜き構造の施工に際し
ては集排水部材61を擁壁に取り付けるが、この場合、
擁壁に貫通配備した水導出管に排水管21を挿入し、コ
字状部材の側壁33を擁壁裏面に両面テープで接着する
ことにより固定する。
(57) [Summary] [Purpose] To provide a drainage structure with an excellent collection and drainage function with a simple configuration. [Structure] A drainage pipe 21 is projected laterally and a water collecting slit and a water collecting hole are formed in the upper part. A member having a V-shaped vertical cross section and a U-shaped horizontal cross section, and a large number of water collection holes are formed. The horizontal drain 51 which can close the front side of the U-shaped member constitutes the collecting and draining pipe 11 made of hard polyvinyl chloride. On the other hand, perlite is stored as a lightweight aggregate 73 in a bag-shaped material 72 made of non-woven fabric to form a water collecting / filtering member 71, and the water collecting / filtering member is filled in a U-shaped member, and then a horizontal lid 51 is attached. To form the water collection and drainage member 61. The drainage member 61 is attached to the retaining wall when constructing the drainage structure. In this case,
The drainage pipe 21 is inserted into the water outlet pipe that penetrates through the retaining wall, and the side wall 33 of the U-shaped member is fixed to the rear face of the retaining wall by bonding with a double-sided tape.
Description
【0001】[0001]
【産業上の利用分野】本発明は、擁壁内側の土圧上昇を
防止するため地中内の水を集排水するようにした水抜き
構造、そのための集排水部材および、該集排水部材を用
いる水抜き構造の施工方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage structure for collecting and draining water in the ground in order to prevent an increase in earth pressure inside a retaining wall, a water collecting and draining member therefor, and the water collecting and draining member. Concerning the construction method of the drainage structure used.
【0002】[0002]
【従来の技術】従来、上記水抜き構造として、周壁に集
水孔を多数開孔した集排水管を地中に打ち込み傾斜させ
て埋設したものや、地層掘削部(地層を掘削して形成さ
れた凹部)に前記集排水管を敷設し、その周囲に砕石、
栗石、繊維複合材等を充填することにより該集排水管を
被って点圧仕上げしたものが知られている。2. Description of the Related Art Conventionally, as the drainage structure, a drainage pipe having a large number of water collection holes formed in its peripheral wall is driven into the ground and is buried at an angle, or a stratum excavation part (formed by excavating the stratum is formed. The drainage pipe is laid in the
It is known that the collection and drainage pipes are covered with a point pressure finish by filling them with stones, a fiber composite material and the like.
【0003】[0003]
【発明が解決しようとする課題】ところが、上記集排水
管では集水孔が地層を形成するシルト、土砂等(以下、
これらを総称してシルトという)により目詰まりを起こ
し易く、短期間で集水機能が低下してしまう問題があっ
た。また、上記砕石等を充填したものでは、砕石等の充
填物間の空隙にシルト等が詰まり易く、充填層の集水機
能が短期間で悪化するため集排水管に水が流入しにくく
なり、土圧が上昇し充填層がプレート状に変化して水の
流れを止めてしまい、益々集排水機能が低下するだけで
なく、充填層が緩衝層として機能しなくなる問題があっ
た。さらに、最近では砕石の供給量が低下しているう
え、砕石では比重が大きいため充填作業が面倒になると
いう問題もあった。However, in the above-mentioned water collection and drainage pipe, the water collection holes form silt, sediment, etc. (hereinafter,
(These are collectively referred to as silt), which easily causes clogging, and there is a problem that the water collecting function deteriorates in a short period of time. Further, in the one filled with the crushed stone or the like, the silt or the like is easily clogged in the voids between the fillers such as the crushed stone, and the water collecting function of the packed bed deteriorates in a short period of time, which makes it difficult for water to flow into the collecting and draining pipe, There is a problem that the soil pressure rises and the packed bed changes into a plate shape to stop the flow of water, so that not only the collecting and draining function deteriorates but also the packed bed does not function as a buffer layer. Furthermore, recently, the amount of crushed stones supplied has decreased, and the crushed stones have a large specific gravity, which makes filling work troublesome.
【0004】本発明は、上記の点を解決しようとするも
ので、第一の目的は、集排水機能に優れた水抜き構造を
提供することにある。本発明の第二の目的は、上記水抜
き構造の簡便な施工方法を提供することにある。本発明
の第三の目的は、上記施工方法を実施するのに好適な集
排水部材を提供することにある。The present invention is intended to solve the above problems, and a first object thereof is to provide a drainage structure having an excellent drainage / collection function. A second object of the present invention is to provide a simple construction method for the water draining structure. A third object of the present invention is to provide a water collecting and draining member suitable for carrying out the above construction method.
【0005】[0005]
【課題を解決するための手段】請求項1に記載の集排水
部材は、縦断面形状が略V字状の短管の少なくとも上壁
に集水孔を開孔し、前記短管の中央折曲部に排水口を横
向きに開口して集排水管とし、前記短管内に軽量骨材を
充填したことを特徴とする。According to a first aspect of the present invention, there is provided a water collecting and draining member, wherein a water collecting hole is formed in at least an upper wall of a short pipe having a substantially V-shaped vertical cross section, and the central pipe of the short pipe is bent. A drainage port is laterally opened in the curved portion to form a drainage pipe, and the short pipe is filled with a lightweight aggregate.
【0006】請求項2に記載の集排水部材は、請求項1
に記載の集排水部材において、前記集排水管の短管内
に、多孔性シート状材料内に軽量骨材を収納してなる集
水・濾過部材を充填したことを特徴とする。According to a second aspect of the present invention, there is provided the drainage and drainage member according to the first aspect.
In the water collecting / draining member described in the item (1), the water collecting / filtering member in which a lightweight aggregate is housed in a porous sheet material is filled in the short pipe of the water collecting / draining pipe.
【0007】請求項3に記載の集排水部材は、請求項1
または2に記載の集排水部材において、縦断面形状が略
V字状で横断面形状が四角形の短管の中央折曲部上壁
に、該短管の軸線と直交する方向に集水孔を開孔し、該
集水孔の直上に山型の板体を設けて該板体と前記中央折
曲部上壁との間隙により集水スリットを形成し、前記短
管の中央折曲部に排水管を横向きに連結して集排水管を
構成したことを特徴とする。According to a third aspect of the present invention, there is provided the drainage and drainage member according to the first aspect.
Alternatively, in the water collection and drainage member described in 2, a water collecting hole is formed in an upper wall of a central bent portion of a short pipe having a substantially V-shaped vertical cross section and a quadrangular horizontal cross section in a direction orthogonal to an axis of the short pipe. A mountain-shaped plate is provided directly above the water collecting hole, and a water collecting slit is formed by the gap between the plate and the upper wall of the central bent portion, and the central bent portion of the short pipe is formed. It is characterized in that drainage pipes are horizontally connected to form a drainage pipe.
【0008】請求項4に記載の集排水部材は、請求項3
に記載の集排水部材において、前記短管は、側壁外面を
擁壁裏面への固定面とし軸線方向両端部を全面的に開放
した横断面形状がコ字状の部材と、該コ字状部材におけ
る前記側壁と対向する端面に定着される横蓋とからな
る、横断面形状が長方形の管体とし、前記排水管は前記
コ字状部材の側壁を介して前記短管に連結し、前記横蓋
には集水孔を開孔したことを特徴とする。According to a fourth aspect of the present invention, there is provided the drainage and drainage member according to the third aspect.
In the water collecting and draining member according to the item (1), the short pipe has a U-shaped member with a lateral cross-sectional shape in which the side wall outer surface is fixed to the retaining wall back surface and both axial end portions are completely open. A tubular body having a rectangular cross-section, the drain pipe being connected to the short pipe through the side wall of the U-shaped member, The lid is characterized by having a water collection hole.
【0009】請求項5に記載の集排水部材は、請求項3
に記載の集排水部材において、前記短管は、側壁外面を
擁壁裏面への固定面とし軸線方向両端面にスリットまた
は貫通孔を複数設けた横断面形状がコ字状の部材と、該
コ字状部材における前記側壁と対向する端面に定着され
る横蓋とからなる、横断面形状が長方形の管体とし、前
記排水管は前記コ字状部材の側壁を介して前記短管に連
結し、前記横蓋には集水孔を開孔したことを特徴とす
る。According to a fifth aspect of the present invention, there is provided the drainage and drainage member according to the third aspect.
In the water collection and drainage member according to claim 1, the short pipe is a member having a U-shaped cross section in which a plurality of slits or through holes are provided on both end faces in the axial direction with the side wall outer surface as a fixed surface to the retaining wall back surface, A tubular body having a rectangular cross-sectional shape, which comprises a lateral lid fixed to the end surface facing the side wall of the U-shaped member, and the drain pipe is connected to the short pipe through the side wall of the U-shaped member. A water collecting hole is formed in the lateral lid.
【0010】請求項6に記載の集排水部材は、請求項4
または5に記載の集排水部材において、前記集排水管は
硬質ポリ塩化ビニル製のものであり、前記多孔性シート
状材料は不織布であり、前記軽量骨材はパーライトであ
ることを特徴とする。According to a sixth aspect of the present invention, there is provided a drainage and drainage member according to the fourth aspect.
Alternatively, in the water collection and drainage member described in the item 5, the water collection and drainage pipe is made of hard polyvinyl chloride, the porous sheet-like material is a non-woven fabric, and the lightweight aggregate is pearlite.
【0011】請求項7に記載の地中の水抜き構造は、擁
壁の内側に形成した地層掘削部に軽量骨材の充填部を形
成し、該充填部を介して地中内の水を排水するようにし
た地中の水抜き構造であって、前記擁壁に多数の水導出
流路を、該擁壁の裏面側から表面側に向かって下り勾配
に、かつ擁壁の厚さ方向に貫通形成し、請求項4,5ま
たは6に記載の集排水部材を擁壁に、前記排水管を擁壁
の裏面側から前記水導出流路に挿入すると共に前記コ字
状部材の側壁を擁壁裏面に固定することにより取り付け
たことを特徴とする。According to a seventh aspect of the water draining structure of the present invention, a filling portion of lightweight aggregate is formed in a formation excavating portion formed inside a retaining wall, and water in the underground is drained through the filling portion. A structure for draining water from the ground to drain water, wherein a large number of water derivation channels are provided in the retaining wall in a downward gradient from the rear surface side to the front surface side of the retaining wall and in the thickness direction of the retaining wall. The drainage and drainage member according to claim 4, 5 or 6 is formed in the retaining wall, the drainage pipe is inserted into the water outlet channel from the rear side of the retaining wall, and the side wall of the U-shaped member is formed. It is characterized by being attached by fixing it to the back of the retaining wall.
【0012】請求項8に記載の地中の水抜き構造の施工
方法は、請求項7に記載の地中の水抜き構造を施工する
方法であって、擁壁に複数の水導出管をその厚さ方向に
傾斜・貫通配備し、請求項4,5または6に記載の集排
水部材を擁壁に、前記排水管を擁壁の裏面側から前記水
導出管に挿入すると共に前記コ字状部材の側壁を擁壁裏
面に接着することにより取り付けた後、擁壁の内側に形
成した地層掘削部に軽量骨材、砕石、栗石等を埋め戻す
ことを特徴とする。The method for constructing the underground drainage structure according to claim 8 is the method for constructing the underground drainage structure according to claim 7, wherein a plurality of water outlet pipes are provided on the retaining wall. It is inclined and penetrated in the thickness direction, and the drainage pipe according to claim 4, 5 or 6 is inserted into the retaining wall, the drainage pipe is inserted into the water outlet pipe from the rear side of the retaining wall, and the U-shape is formed. It is characterized in that after attaching the side wall of the member by adhering it to the rear surface of the retaining wall, lightweight aggregate, crushed stone, crushed stone, etc. are backfilled in the excavated formation formed inside the retaining wall.
【0013】[0013]
【作用】請求項1または2に記載の集排水部材では、こ
れを擁壁に固定しその排水口を、擁壁に設けた水導出流
路に連通させ、地層掘削部に例えば砕石を埋め戻して水
抜き構造を構成する。このため、水抜き構造の施工を極
めて簡便に行うことができる。そして、これらの水抜き
構造では、地中内の水は砕石層を流下した後、集水孔を
介して軽量骨材に、または集水孔を介して集水・濾過部
材内にそれぞれ流入し、これによる濾過水は排水口から
水導出流路に流入し、排出される。この場合、集排水部
材は軽量骨材を充填して構成したので、充填物間の空隙
へのシルトの流入や充填物へのシルトの蜜着が防止され
るため長期間、優れた集排水機能が維持される。In the water collecting and draining member according to the first or second aspect of the present invention, the water collecting and draining member is fixed to the retaining wall, the drain port is communicated with the water outlet passage provided in the retaining wall, and the ground excavation portion is backfilled with, for example, crushed stone. Form a drainage structure. Therefore, the construction of the drainage structure can be performed very easily. In these drainage structures, the water in the ground flows down the crushed stone layer and then flows into the lightweight aggregate through the water collection holes or into the water collection / filtration member through the water collection holes. The filtered water thereby flows into the water outlet passage from the drain port and is discharged. In this case, since the water collection and drainage member was constructed by filling the lightweight aggregate, the flow of silt into the voids between the fillers and the adhesion of the silt to the fillers are prevented, so that an excellent drainage and drainage function is achieved for a long time. Is maintained.
【0014】請求項3に記載の集排水部材では、擁壁に
設けた水導出流路に排水管を挿入することにより固定す
る。この水抜き構造では、地中内の水は砕石層を流下し
た後、集水スリットついで集水孔を介して軽量骨材の充
填層に流入し、これによる濾過水は排水管から水導出流
路に流入し、排出される。この場合、水は集水スリット
を介して軽量骨材の充填層に流入するので、請求項1ま
たは2の集排水部材に比べて、シルトによる集水孔の目
詰まり防止効果が向上する。In the water collecting and draining member according to the third aspect, the drainage pipe is inserted into the water outlet passage provided in the retaining wall to fix the drainage member. In this drainage structure, the water in the ground flows down the crushed stone layer, then flows into the packed bed of lightweight aggregate through the water collecting slit and then the water collecting hole, and the filtered water by this flows out from the drain pipe. It flows into the road and is discharged. In this case, since the water flows into the filling layer of the lightweight aggregate through the water collecting slit, the effect of preventing clogging of the water collecting holes by the silt is improved as compared with the water collecting and draining member according to the first or second aspect.
【0015】請求項4に記載の集排水部材では、コ字状
部材に軽量骨材を充填した後、横蓋を定着して管体を構
成し、擁壁に設けた水導出流路に排水管を挿入すると共
に、コ字状部材の側壁を擁壁裏面に接着等により固定
し、地層掘削部に例えば砕石を埋め戻して水抜き構造を
構成する。この水抜き構造では、地中内の水は砕石層を
流下した後、一部は集水スリットついで集水孔を介し
て、一部は短管両端部の開口部を介して、一部は横蓋の
集水孔を介して軽量骨材の充填層に流入し、これによる
濾過水は排水管から水導出流路に流入し、排出される。
この場合、集排水管への水の流入流路をを多数、かつ広
い面積で形成したので、軽量骨材の使用効率が向上す
る。In the water collecting and draining member according to the fourth aspect, the U-shaped member is filled with the lightweight aggregate, and then the lateral lid is fixed to form the pipe body, and the drainage flow passage is provided in the retaining wall. While inserting the pipe, the side wall of the U-shaped member is fixed to the rear surface of the retaining wall by adhesion or the like, and the ground excavation portion is backfilled with, for example, crushed stone to form a drainage structure. In this drainage structure, the water in the ground flows down the crushed stone layer, and then partly through the water collecting slit and then the water collecting hole, partly through the openings at both ends of the short pipe, and partly Through the water collecting holes of the lateral lid, the water flows into the packed bed of the lightweight aggregate, and the filtered water thereby flows from the drain pipe into the water outlet passage and is discharged.
In this case, since a large number of water inflow passages to the water collection and drainage pipe are formed in a large area, the use efficiency of the lightweight aggregate is improved.
【0016】請求項5に記載の集排水部材を用いた水抜
き構造では、地中内の水は砕石層を流下した後、一部は
集水スリットついで集水孔を介して、一部は短管両端部
のスリットまたは貫通孔を介して、一部は横蓋の集水孔
を介してそれぞれ軽量骨材の充填層に流入し、これによ
る濾過水は排水管から水導出流路に流入し、排出され
る。この場合、集排水管への水の流入流路をを多数、か
つ広い面積で形成したので、軽量骨材の使用効率が向上
する。In the drainage structure using the water collecting and draining member according to the fifth aspect, after the water in the ground flows down the crushed stone layer, a part of the water flows through the water collecting slit and then the water collecting hole, and part of the water. Through slits or through holes at both ends of the short pipe, part of them flows into the packed bed of lightweight aggregate through the water collection holes of the horizontal lid, and the filtered water thereby flows from the drain pipe into the water discharge passage. And then discharged. In this case, since a large number of water inflow passages to the water collection and drainage pipe are formed in a large area, the use efficiency of the lightweight aggregate is improved.
【0017】請求項6に記載の集排水部材においては、
集排水管が硬質ポリ塩化ビニル製なので耐食性に富むも
のとなり、軽量骨材としてパーライトを用いたので、集
排水管の軽量化と相まって集排水部材の取扱および、水
抜き構造の施工を、より安全・簡便に行うことができる
うえ、パーライトにより水浄化作用も得られる。また、
多孔性シート状材料として不織布を用いたので、通水機
能およびシルト侵入防止機能に優れた水抜き構造を施工
することができる。In the drainage / collection member according to claim 6,
Since the water collection and drainage pipe is made of hard polyvinyl chloride, it has excellent corrosion resistance, and since perlite is used as a lightweight aggregate, it is safer to handle the water collection and drainage member and construct the water drainage structure in combination with the weight reduction of the water collection and drainage pipe.・ Easy to carry out, and perlite also provides water purification. Also,
Since the non-woven fabric is used as the porous sheet-shaped material, it is possible to construct a drainage structure having an excellent water-passing function and silt intrusion preventing function.
【0018】請求項7に記載の地中の水抜き構造では、
請求項4,5または6に記載の集排水部材を用いその排
水管を、擁壁に設けた水導出流路に擁壁の裏面側から挿
入すると共に、コ字状部材の側壁を擁壁裏面に固定する
ことにより集排水部材の取り付けを行うので、水抜き構
造の施工を安全・簡便・迅速に実施することができ、請
求項4,5または6に記載の集排水部材による集排水作
用が得られる。In the underground drainage structure according to claim 7,
The drainage pipe of the collecting / draining member according to claim 4, 5 or 6 is inserted into a water outlet passage provided in the retaining wall from the rear surface side of the retaining wall, and the side wall of the U-shaped member is rear surface of the retaining wall. Since the drainage / drainage member is attached by fixing the drainage / drainage member to the drainage / drainage member, the drainage structure can be constructed safely, simply, and quickly. can get.
【0019】請求項8に記載の地中の水抜き構造の施工
方法では、請求項4,5または6に記載の集排水部材を
用いその排水管を、擁壁の裏面側から水導出管に挿入す
ると共に、コ字状部材の側壁を擁壁裏面に接着すること
により集排水部材の取り付けを行うので、請求項7に記
載の水抜き構造を、より簡便・迅速に実施することがで
きる。とくに、集排水部材として請求項6に記載のもの
を用いることで、集排水部材の取扱および、水抜き構造
の施工をより安全・簡便に行うことができる。In the method for constructing a drainage structure in the ground according to claim 8, the drainage pipe is formed from the rear surface side of the retaining wall by using the water collecting and draining member according to claim 4, 5 or 6. Since the water collecting / draining member is attached by inserting the side wall of the U-shaped member and adhering the side wall of the U-shaped member to the rear surface of the retaining wall, the water drainage structure according to claim 7 can be implemented more simply and quickly. In particular, by using the one as described in claim 6 as the water collecting / draining member, the handling of the water collecting / draining member and the construction of the drainage structure can be performed more safely and easily.
【0020】[0020]
【実施例】次に本発明を、図面に示す実施例により、さ
らに詳細に説明する。実施例図1〜3に示す集排水管1
1は、図4に示す、排水管21を突設したコ字状部材3
1(横断面形状がコ字状)と、図5,6に示す横蓋51
とで構成し、図7〜9に示す集排水部材61は、集排水
管11と図9に示す集水・濾過部材71とにより構成す
る。The present invention will now be described in more detail with reference to the embodiments shown in the drawings. Example 1 A drainage pipe 1 shown in FIGS.
1 is a U-shaped member 3 shown in FIG.
1 (the cross-sectional shape is U-shaped), and a horizontal lid 51 shown in FIGS.
The water collecting and draining member 61 shown in FIGS. 7 to 9 is composed of the water collecting and draining pipe 11 and the water collecting / filtering member 71 shown in FIG.
【0021】コ字状部材31は、図2〜4に示すように
中央部が折曲しており縦断面形状がV字状で、横断面形
状が四角形の短い管体を、その軸線を含む平面で分割し
て得られる形状を有するものとして、該コ字状部材31
の図4手前側に、全面的に開放した開放部32を形成す
る。また、側壁33の外面34を図11に示す擁壁81
の裏面82への固定面とし、軸線方向両端部を全面的に
開放して開口部35,36とする。さらにコ字状部材3
1には、上壁37のうち中央折曲部に該部材31の軸線
と直交する方向にスリット状の集水孔38を開孔し、前
記側壁33内面の上端部には断面逆V字状の板体22を
横向きに突設すると共に、その先端部を上壁37先端部
まで延設して集水孔38の直上に位置させることによ
り、集水スリット39を形成する。前記排水管21は、
側壁33の外面下方部に横向きに突合せ・接着すること
により突設し、コ字状部材31内に連通させる。なお、
40は下壁であり、41は側壁33に形成した貫通孔に
挿入配備した多孔板(網体でもよい)である。As shown in FIGS. 2 to 4, the U-shaped member 31 includes a short tubular body having a V-shaped vertical cross section and a quadrangular horizontal cross section, including its axis. The U-shaped member 31 has a shape obtained by dividing it in a plane.
4 is formed with an opening 32 that is completely open. In addition, the outer surface 34 of the side wall 33 has a retaining wall 81 shown in FIG.
As the surface to be fixed to the back surface 82, the both ends in the axial direction are completely opened to form the openings 35 and 36. Further U-shaped member 3
1, a slit-shaped water collecting hole 38 is formed in the central bent portion of the upper wall 37 in a direction orthogonal to the axis of the member 31, and an inverted V-shaped cross section is formed at the upper end of the inner surface of the side wall 33. The plate 22 is laterally projected, and the tip of the plate 22 is extended to the tip of the upper wall 37 and positioned directly above the water collecting hole 38 to form the water collecting slit 39. The drain pipe 21 is
The side wall 33 is protruded by laterally butting and adhering to the lower portion of the outer surface of the side wall 33 so as to communicate with the inside of the U-shaped member 31. In addition,
Reference numeral 40 denotes a lower wall, and 41 denotes a perforated plate (may be a net body) inserted and arranged in a through hole formed in the side wall 33.
【0022】前記横蓋51は図5,6に示すように、コ
字状部材31の開放部32全体および、前記板体22先
端部全体を閉鎖できる形状・寸法の板体に多数の集水孔
52を形成したものとし、外縁部を前記上壁37、下壁
40の各端面および板体22端面に接着することによ
り、コ字状部材31に定着可能とする。横蓋51の定着
により構成した集排水管11の構造は図1〜3に示すと
おりである。As shown in FIGS. 5 and 6, the lateral lid 51 has a plate body having a shape and size capable of closing the entire opening 32 of the U-shaped member 31 and the entire tip of the plate 22. The holes 52 are formed, and the outer edge portions are adhered to the end surfaces of the upper wall 37 and the lower wall 40 and the end surface of the plate 22 so that they can be fixed to the U-shaped member 31. The structure of the water collection and drainage pipe 11 configured by fixing the lateral lid 51 is as shown in FIGS.
【0023】前記集排水部材61は、集排水管11と図
9に示す集水・濾過部材71とにより構成する。この場
合、集水・濾過部材71は多孔性シート状材料からなる
袋状物72内に軽量骨材73を収納したものとし、これ
を図9に示すようにコ字状部材31内に開放部32を介
して充填した後、横蓋51を定着し図7,8に示す構造
の集排水部材61とする。The water collection / drainage member 61 comprises a water collection / drainage pipe 11 and a water collection / filtration member 71 shown in FIG. In this case, the water collecting / filtering member 71 is configured such that the lightweight aggregate 73 is housed in the bag-shaped material 72 made of a porous sheet-shaped material, and the light-weight aggregate 73 is opened in the U-shaped member 31 as shown in FIG. After filling through 32, the horizontal lid 51 is fixed and the water collecting and draining member 61 having the structure shown in FIGS.
【0024】つぎに水抜き構造の構成を、その施工方法
と共に説明する。まず図11に示すように、地盤91上
に設けた擁壁81の裏面82直近の地層を掘削して掘削
部83を形成し、擁壁81に多数の水導出管84を、擁
壁81の裏面82側から表面85側に向かって下り勾配
に、かつ擁壁81の厚さ方向に貫通配備する一方、図7
に示す集排水部材61を用意する。ついで、集排水部材
61の排水管21を前記水導出管84に挿入すると共
に、側壁33の外面34を裏面82に両面テープ(図示
せず)により接着する。最後に、掘削部83に例えば砕
石92を埋め戻して、図11の水抜き構造の施工を完了
する。なお、図11において93は排水ピットである。Next, the construction of the water draining structure will be described together with its construction method. First, as shown in FIG. 11, an excavation part 83 is formed by excavating a stratum near a back surface 82 of a retaining wall 81 provided on the ground 91, and a large number of water outlet pipes 84 are provided on the retaining wall 81. 7 is arranged while penetrating in the thickness direction of the retaining wall 81 with a downward slope from the back surface 82 side toward the front surface 85 side.
A collecting / draining member 61 shown in is prepared. Next, the drainage pipe 21 of the water collection and drainage member 61 is inserted into the water outlet pipe 84, and the outer surface 34 of the side wall 33 is adhered to the back surface 82 with a double-sided tape (not shown). Finally, the excavated portion 83 is backfilled with, for example, crushed stone 92, and the construction of the drainage structure of FIG. 11 is completed. In addition, in FIG. 11, 93 is a drainage pit.
【0025】上記水抜き構造では、地中内の水は砕石9
2層を流下した後、一部は集水スリット39を介して、
一部は横蓋51の集水孔52を介して、一部は開口部3
5および開口部36を介してそれぞれ集排水管11内
に、したがって集水・濾過部材71内に流入し、これに
よる濾過水は多孔板41の細孔を通って排水管21から
水導出管84に流入し、排水ピット93に排出される。
多孔板41は、袋状物72が破損した場合にも軽量骨材
73が排水管21に流入しないようにするためのもので
ある。In the above drainage structure, the water in the ground is crushed stone 9
After flowing down the two layers, a part of the water flows through the water collecting slit 39,
A part is through the water collecting hole 52 of the horizontal lid 51, and a part is the opening 3
5 and the opening 36, respectively, and flows into the water collection / drainage pipe 11 and thus into the water collection / filtration member 71, and the filtered water thereby flows through the pores of the perforated plate 41 from the water drainage pipe 21 to the water discharge pipe 84. Into the drainage pit 93.
The perforated plate 41 is for preventing the lightweight aggregate 73 from flowing into the drain pipe 21 even when the bag-shaped material 72 is damaged.
【0026】前記集排水管11の構成部材である排水管
21、コ字状部材31および横蓋51の構成材料として
はプラスチック材料が好ましく、硬質ポリ塩化ビニルが
特に好ましい。なお、所望により金属材料を用いてもよ
い。前記袋状物72を構成する多孔性シート状材料とし
ては不織布、合成繊維または天然繊維からなる網・織物
・編み物や、プラスチックシート(プラスチックフィル
ムを含む)にパンチング加工を施したもの等が用いられ
る。前記軽量骨材73としてはパーライト、軽石、火山
礫、石炭殻、籾殻等のほか膨張性のある天然無機質材料
を高温に加熱し膨張させて得た多孔質の軽量骨材等から
任意に選択して用いることができる。この場合、排水管
11の構成材料として硬質ポリ塩化ビニルを、多孔性シ
ート状材料として不織布をそれぞれ用いるのが特に好ま
しく、集排水・緩衝・土圧上昇防止・水浄化等の機能に
優れた水抜き構造を、簡便・迅速・安価に施工すること
が可能となる。As a constituent material of the drainage pipe 21, the U-shaped member 31, and the lateral lid 51 which are the constituent members of the collecting and draining pipe 11, a plastic material is preferable, and a rigid polyvinyl chloride is particularly preferable. A metallic material may be used if desired. As the porous sheet material forming the bag-like material 72, a net / woven fabric / knitting made of non-woven fabric, synthetic fiber or natural fiber, punched plastic sheet (including plastic film), or the like is used. . As the lightweight aggregate 73, perlite, pumice stone, lapilli, coal shell, rice husk and the like, as well as a porous lightweight aggregate obtained by expanding an expansive natural inorganic material by heating to a high temperature, etc., are arbitrarily selected. Can be used. In this case, it is particularly preferable to use hard polyvinyl chloride as a constituent material of the drainage pipe 11 and non-woven fabric as a porous sheet-like material, respectively, and to obtain water having excellent functions such as collecting and draining, buffering, preventing earth pressure rise, and water purification. It becomes possible to construct the punching structure easily, quickly and inexpensively.
【0027】前記縦断面形状が略V字状の短管として
は、上記実施例のようにV字状としたものの外に、U字
状のものや円弧状のものを用いることもできる。また、
その横断面形状を円管状または半円管状としてもよい。
前記山型の板体としては断面逆V字状のものの外に、逆
U字状のものや半円形のものを用いることもできる。上
記実施例では、集水・濾過部材71をコ字状部材31内
に充填したが、袋状物72を用いずに軽量骨材73をそ
のまま直接コ字状部材31内に充填してもよいし、前記
横蓋51に代えて環状板体を使用し、コ字状部材31の
開口部32のほぼ全体を開放した構造としてもよい。な
お、前記集水・濾過部材71がコ字状部材31内にコン
パクトに収まる場合には、所望により蓋体51の取り付
けを省略することもできる。擁壁81への集排水部材6
1の取り付けに際しては、排水管21の外周面を水導出
管84の内周面に接着することもできるし、水導出管6
1の先端部にフランジを設けて擁壁裏面82から突出さ
せると共に、集排水管11の側壁33をフランジを兼ね
た形状となし、これらのフランジ同士を接着またはボル
ト締めにより連結することもできる。また、側壁33へ
の排水管21の突設に際しては、側壁33にねじ穴を形
成すると共に該ねじ穴に排水管21を螺合することもで
きるし、前記多孔板41を設けるのに代えて、排水管2
1の先端部に多孔板または網体を設けることもできる。
さらにコ字状部材31では、図10に示すように軸線方
向両端部に平板42を複数設けることにより通水用のス
リット43を形成してもよい(請求項5)。As the short tube having a substantially V-shaped vertical cross section, a U-shaped tube or an arc-shaped tube may be used in addition to the V-shaped tube as in the above embodiment. Also,
The cross-sectional shape may be circular or semi-cylindrical.
As the mountain-shaped plate, an inverted U-shaped plate or a semi-circular plate can be used in addition to the inverted V-shaped plate. In the above-described embodiment, the water collecting / filtering member 71 is filled in the U-shaped member 31, but the lightweight aggregate 73 may be directly filled in the U-shaped member 31 without using the bag-shaped material 72. However, an annular plate body may be used instead of the lateral lid 51, and the opening 32 of the U-shaped member 31 may be substantially entirely opened. If the water collecting / filtering member 71 fits compactly in the U-shaped member 31, the lid 51 may be omitted if desired. Drainage member 6 for retaining wall 81
When attaching 1, the outer peripheral surface of the drainage pipe 21 may be adhered to the inner peripheral surface of the water outlet pipe 84, or the water outlet pipe 6 may be attached.
It is also possible to provide a flange at the tip end of No. 1 so as to project from the back surface 82 of the retaining wall, form the side wall 33 of the water collection and drainage pipe 11 also as a flange, and connect these flanges by adhesion or bolting. When projecting the drainage pipe 21 on the side wall 33, a screw hole may be formed in the side wall 33 and the drainage pipe 21 may be screwed into the screw hole. Instead of providing the perforated plate 41. , Drain pipe 2
It is also possible to provide a perforated plate or a net at the tip of 1.
Furthermore, in the U-shaped member 31, as shown in FIG. 10, a plurality of flat plates 42 may be provided at both ends in the axial direction to form the slit 43 for water passage (claim 5).
【0028】[0028]
【発明の効果】以上の説明で明らかように、請求項1ま
たは2に記載の集排水部材によれば、これを擁壁に固定
しその排水口を、擁壁に設けた水導出流路に連通させ、
地層掘削部に例えば砕石を埋め戻して水抜き構造を構成
するようにしたので、水抜き構造の施工を極めて簡便に
行うことができる効果がある。そして、この水抜き構造
によれば、集排水部材を軽量骨材の充填により構成した
ので、充填物間の空隙へのシルトの流入や充填物へのシ
ルトの蜜着が防止されるため長期間、優れた集排水機能
が維持され土圧の上昇が防止される効果がある。請求項
3に記載の集排水部材によれば、擁壁に設けた水導出流
路に排水管を挿入して該集排水部材を固定するようにし
たので、水抜き構造の施工を極めて簡便に行うことがで
きる効果がある。そして、この水抜き構造によれば、水
は集水スリットついで集水孔を介して軽量骨材の充填層
に流入するので、請求項1の集排水部材に比べて、シル
トによる集水孔の目詰まり防止効果がさらに向上する効
果がある。請求項4,5に記載の集排水部材によれば、
軽量骨材をコ字状部材の前面開放部を介して充填するの
で、該充填作業が極めて簡便となる。また、集排水管に
軽量骨材充填層への水の流入流路を多数、かつ広い面積
で形成したので、軽量骨材充填層の使用効率が向上する
効果がある。請求項6に記載の集排水部材によれば、集
排水管が硬質ポリ塩化ビニル製なので安価で耐食性に富
むものとなり、軽量骨材としてパーライトを用いたの
で、集排水管の軽量化と相まって集排水部材の取扱およ
び、水抜き構造の施工を、より安全・簡便に行うことが
できるうえ、パーライトにより水浄化作用も得られ、ま
た、多孔性シート状材料として不織布を用いたので、通
水機能およびシルト侵入防止機能に優れた水抜き構造を
施工することができる効果がある。請求項7に記載の地
中の水抜き構造によれば、請求項4,5または6に記載
の集排水部材を用いので、水抜き構造の施工を安全・簡
便・迅速に実施することができ、請求項4,5または6
に記載の集排水部材による集排水作用が得られる効果が
ある。請求項8に記載の地中の水抜き構造の施工方法に
よれば、請求項4,5または6に記載の集排水部材を用
いその排水管を、擁壁の裏面側から水導出管に挿入する
と共に、コ字状部材の側壁を擁壁裏面に接着することに
より集排水部材の取り付けを行うので、請求項7に記載
の水抜き構造を簡便・迅速に実施することができる効果
がある。As is apparent from the above description, according to the collecting / draining member of the first or second aspect, the collecting / draining member is fixed to the retaining wall, and its drain port is provided in the water outlet passage provided in the retaining wall. To communicate,
Since the water excavation structure is configured by backfilling, for example, crushed stones in the formation excavation portion, there is an effect that the construction of the water expulsion structure can be performed very easily. Further, according to this drainage structure, since the water collecting and draining member is configured by filling the lightweight aggregate, it is possible to prevent the inflow of silt into the voids between the fillers and the adhesion of the silt to the fillers for a long period of time. , The excellent drainage function is maintained and the rise of earth pressure is prevented. According to the water collecting and draining member of the third aspect, the drainage pipe is inserted into the water outlet passage provided in the retaining wall to fix the water collecting and draining member, so that the construction of the water draining structure is extremely simple. There is an effect that can be done. And according to this drainage structure, since water flows into the filling layer of the lightweight aggregate through the water collecting slit and then the water collecting hole, the water collecting hole of the silt has This has the effect of further improving the effect of preventing clogging. According to the drainage and drainage member of claims 4 and 5,
Since the lightweight aggregate is filled through the front opening of the U-shaped member, the filling operation becomes extremely simple. Further, since a large number of inflow channels of water to the lightweight aggregate filling layer are formed in the collecting and draining pipe and have a large area, the use efficiency of the lightweight aggregate filling layer is improved. According to the drainage / drainage member of claim 6, since the drainage / drainage pipe is made of hard polyvinyl chloride, the drainage / drainage pipe is inexpensive and has a high corrosion resistance. Since perlite is used as the lightweight aggregate, the collection / drainage pipe is lightened together. The drainage member can be handled and the drainage structure can be constructed more safely and easily, and the water purification function can be obtained with pearlite. Also, since nonwoven fabric is used as the porous sheet material, it has a water-passing function. Also, there is an effect that it is possible to construct a drainage structure having an excellent silt intrusion prevention function. According to the underground water drainage structure of claim 7, since the water collecting and draining member of claim 4, 5 or 6 is used, construction of the water drainage structure can be carried out safely, simply and quickly. Claims 4, 5 or 6
There is an effect that the collecting and draining action of the collecting and draining member described in (3) is obtained. According to the method for constructing a drainage structure in the ground according to claim 8, the drainage pipe is inserted into the water outlet pipe from the back side of the retaining wall by using the water collection and drainage member according to claim 4, 5 or 6. In addition, the side wall of the U-shaped member is attached to the rear surface of the retaining wall to attach the water collecting / draining member. Therefore, there is an effect that the water draining structure according to claim 7 can be implemented simply and quickly.
【図1】本発明の実施例を示すものであって、集排水管
の正面図である。FIG. 1 shows an embodiment of the present invention and is a front view of a water collection and drainage pipe.
【図2】図1の平面図である。FIG. 2 is a plan view of FIG.
【図3】図2のA−A線断面図である。3 is a cross-sectional view taken along the line AA of FIG.
【図4】図1の集排水管を構成するコ字状部材の正面図
である。FIG. 4 is a front view of a U-shaped member that constitutes the water collection and drainage pipe of FIG. 1.
【図5】図1の集排水管を構成する横蓋の正面図であ
る。5 is a front view of a lateral lid that constitutes the water collection and drainage pipe of FIG. 1. FIG.
【図6】図5の平面図である。FIG. 6 is a plan view of FIG.
【図7】図1の集排水管を用いて構成した集排水部材の
正面図である。7 is a front view of a water collection and drainage member configured using the water collection and drainage pipe of FIG. 1. FIG.
【図8】図7のB−B線断面図である。FIG. 8 is a sectional view taken along line BB in FIG.
【図9】図7の集排水部材の構成手順を示すもので、横
蓋を定着する前の状態の正面図である。FIG. 9 is a front view showing a configuration procedure of the water collecting and draining member of FIG. 7 before fixing the lateral lid.
【図10】集排水管の別の実施例を示すもので、集排水
管を構成するコ字状部材の正面図である。FIG. 10 shows another embodiment of the water collection and drainage pipe and is a front view of a U-shaped member constituting the water collection and drainage pipe.
【図11】図7の集排水部材を用いて施工した水抜き構
造の縦断面図である。11 is a vertical cross-sectional view of a drainage structure constructed using the water collecting and draining member of FIG.
11 集排水管 21 排水管 22 板体 31 コ字状部材 32 開放部 33 側壁 34 外面 35,36 開口部 37 上壁 38 集水孔 39 集水スリット 40 下壁 41 多孔板 42 平板 43 スリット 51 横蓋 52 集水孔 61 集排水部材 71 集水・濾過部材 72 袋状物 73 軽量骨材 81 擁壁 82 裏面 83 掘削部 84 水導出管 85 表面 91 地盤 92 砕石 93 排水ピット 11 Drainage Pipe 21 Drainage Pipe 22 Plate 31 U-Shaped Member 32 Opening Part 33 Side Wall 34 Outer Surface 35, 36 Opening 37 Upper Wall 38 Water Collection Hole 39 Water Collection Slit 40 Lower Wall 41 Perforated Plate 42 Flat Plate 43 Slit 51 Horizontal Lid 52 Water collection hole 61 Water collection / drainage member 71 Water collection / filtration member 72 Bag-like material 73 Lightweight aggregate 81 Retaining wall 82 Back surface 83 Excavation section 84 Water outlet pipe 85 Surface 91 Ground stone 92 Crushed stone 93 Drainage pit
Claims (8)
も上壁に集水孔を開孔し、前記短管の中央折曲部に排水
口を横向きに開口して集排水管とし、前記短管内に軽量
骨材を充填したことを特徴とする集排水部材。1. A water collecting and draining pipe having a water collecting hole formed in at least an upper wall of a short pipe having a substantially V-shaped vertical cross section, and a drain port being laterally opened at a central bent portion of the short pipe. A water collecting and draining member, characterized in that the short pipe is filled with a lightweight aggregate.
状材料内に軽量骨材を収納してなる集水・濾過部材を充
填したことを特徴とする請求項1に記載の集排水部材。2. The water collection and drainage according to claim 1, wherein the water collection and drainage pipe is filled with a water collection and filtration member in which a lightweight aggregate is contained in a porous sheet material. Element.
角形の短管の中央折曲部上壁に、該短管の軸線と直交す
る方向に集水孔を開孔し、該集水孔の直上に山型の板体
を設けて該板体と前記中央折曲部上壁との間隙により集
水スリットを形成し、前記短管の中央折曲部に排水管を
横向きに連結して集排水管を構成したことを特徴とする
請求項1または2に記載の集排水部材。3. A water collecting hole is formed in an upper wall of a central bent portion of a short pipe having a substantially V-shaped vertical cross section and a quadrangular horizontal cross section in a direction orthogonal to an axis of the short pipe. A mountain-shaped plate is provided directly above the water collecting hole, and a water collecting slit is formed by a gap between the plate and the upper wall of the central bent portion, and a drain pipe is laterally provided at the central bent portion of the short pipe. The water collection and drainage member according to claim 1 or 2, wherein the water collection and drainage pipes are connected to each other.
定面とし軸線方向両端部を全面的に開放した横断面形状
がコ字状の部材と、該コ字状部材における前記側壁と対
向する端面に定着される横蓋とからなる、横断面形状が
長方形の管体とし、前記排水管は前記コ字状部材の側壁
を介して前記短管に連結し、前記横蓋には集水孔を開孔
したことを特徴とする請求項3に記載の集排水部材。4. A member having a U-shaped cross section with the outer surface of the side wall fixed to the rear surface of the retaining wall and both ends in the axial direction being completely open, and the side wall of the U-shaped member. A tubular body having a rectangular cross-section, the drainage pipe being connected to the short pipe through the side wall of the U-shaped member, and The water collection and drainage member according to claim 3, wherein the water collection hole is opened.
定面とし軸線方向両端面にスリットまたは貫通孔を複数
設けた横断面形状がコ字状の部材と、該コ字状部材にお
ける前記側壁と対向する端面に定着される横蓋とからな
る、横断面形状が長方形の管体とし、前記排水管は前記
コ字状部材の側壁を介して前記短管に連結し、前記横蓋
には集水孔を開孔したことを特徴とする請求項3に記載
の集排水部材。5. A member having a U-shaped cross section in which the outer surface of the side wall is fixed to the rear surface of the retaining wall and a plurality of slits or through holes are provided on both end surfaces in the axial direction of the short pipe, and the U-shaped member. A tubular body having a rectangular cross-section, the drain pipe being connected to the short pipe through the side wall of the U-shaped member, The water collection and drainage member according to claim 3, wherein a water collection hole is formed in the lid.
ものであり、前記多孔性シート状材料は不織布であり、
前記軽量骨材はパーライトであることを特徴とする請求
項4または5に記載の集排水部材。6. The collecting and draining pipe is made of rigid polyvinyl chloride, and the porous sheet-like material is a non-woven fabric,
The drainage / drainage member according to claim 4 or 5, wherein the lightweight aggregate is perlite.
骨材の充填部を形成し、該充填部を介して地中内の水を
排水するようにした地中の水抜き構造であって、前記擁
壁に多数の水導出流路を、該擁壁の裏面側から表面側に
向かって下り勾配に、かつ擁壁の厚さ方向に貫通形成
し、請求項4,5または6に記載の集排水部材を擁壁
に、前記排水管を擁壁の裏面側から前記水導出流路に挿
入すると共に前記コ字状部材の側壁を擁壁裏面に固定す
ることにより取り付けたことを特徴とする地中の水抜き
構造。7. An underground drainage structure in which a filling portion of lightweight aggregate is formed in a formation excavation portion formed inside a retaining wall, and water in the underground is drained through the filling portion. A plurality of water derivation flow paths are formed in the retaining wall in a downward gradient from the rear surface side to the front surface side of the retaining wall and penetrate in the thickness direction of the retaining wall. The drainage and drainage member according to claim 1 is attached to the retaining wall by inserting the drainage pipe into the water outlet channel from the rear side of the retaining wall and fixing the side wall of the U-shaped member to the rear side of the retaining wall. Characteristic underground drainage structure.
工する方法であって、擁壁に複数の水導出管をその厚さ
方向に傾斜・貫通配備し、請求項4,5または6に記載
の集排水部材を擁壁に、前記排水管を擁壁の裏面側から
前記水導出管に挿入すると共に前記コ字状部材の側壁を
擁壁裏面に接着することにより取り付けた後、擁壁の内
側に形成した地層掘削部に軽量骨材、砕石、栗石等を埋
め戻すことを特徴とする地中の水抜き構造の施工方法。8. The method for constructing the underground water drainage structure according to claim 7, wherein a plurality of water outlet pipes are arranged on the retaining wall so as to be inclined and penetrate in the thickness direction, Or after attaching the drainage / drainage member described in 6 to the retaining wall by inserting the drainage pipe into the water outlet pipe from the rear surface side of the retaining wall and adhering the side wall of the U-shaped member to the rear surface of the retaining wall. , A method of constructing a drainage structure in the ground, which is characterized by backfilling lightweight aggregate, crushed stone, rubble, etc., in a geological excavation portion formed inside a retaining wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11360893A JP3295176B2 (en) | 1993-04-15 | 1993-04-15 | Collection / drainage member, underground drainage structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11360893A JP3295176B2 (en) | 1993-04-15 | 1993-04-15 | Collection / drainage member, underground drainage structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06299566A true JPH06299566A (en) | 1994-10-25 |
| JP3295176B2 JP3295176B2 (en) | 2002-06-24 |
Family
ID=14616534
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11360893A Expired - Fee Related JP3295176B2 (en) | 1993-04-15 | 1993-04-15 | Collection / drainage member, underground drainage structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3295176B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010087775A (en) * | 2001-04-11 | 2001-09-26 | 김승규 | a drainer for a breast wall |
| KR100402435B1 (en) * | 2001-05-23 | 2003-10-22 | 주식회사유신코퍼레이션 | An establishment preventing a soil outflow for a concreted wall |
| CN104695478A (en) * | 2015-03-18 | 2015-06-10 | 上海长凯岩土工程有限公司 | Ultra-deep underground diaphragm wall built-in buried pipe structure and construction method thereof |
| CN104912097A (en) * | 2015-06-08 | 2015-09-16 | 四川睿铁科技有限责任公司 | Novel retaining wall reverse-filtering drainage system and construction method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4476489B2 (en) | 1998-10-26 | 2010-06-09 | 株式会社東芝 | Polymer electrolyte fuel cell system |
-
1993
- 1993-04-15 JP JP11360893A patent/JP3295176B2/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010087775A (en) * | 2001-04-11 | 2001-09-26 | 김승규 | a drainer for a breast wall |
| KR100402435B1 (en) * | 2001-05-23 | 2003-10-22 | 주식회사유신코퍼레이션 | An establishment preventing a soil outflow for a concreted wall |
| CN104695478A (en) * | 2015-03-18 | 2015-06-10 | 上海长凯岩土工程有限公司 | Ultra-deep underground diaphragm wall built-in buried pipe structure and construction method thereof |
| CN104912097A (en) * | 2015-06-08 | 2015-09-16 | 四川睿铁科技有限责任公司 | Novel retaining wall reverse-filtering drainage system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3295176B2 (en) | 2002-06-24 |
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