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JPS6239167Y2 - - Google Patents

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Publication number
JPS6239167Y2
JPS6239167Y2 JP15616983U JP15616983U JPS6239167Y2 JP S6239167 Y2 JPS6239167 Y2 JP S6239167Y2 JP 15616983 U JP15616983 U JP 15616983U JP 15616983 U JP15616983 U JP 15616983U JP S6239167 Y2 JPS6239167 Y2 JP S6239167Y2
Authority
JP
Japan
Prior art keywords
permeation
trench
permeable
sheet
filter layer
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.)
Expired
Application number
JP15616983U
Other languages
Japanese (ja)
Other versions
JPS6066770U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP15616983U priority Critical patent/JPS6066770U/en
Publication of JPS6066770U publication Critical patent/JPS6066770U/en
Application granted granted Critical
Publication of JPS6239167Y2 publication Critical patent/JPS6239167Y2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)

Description

【考案の詳細な説明】 本考案は地表を流れる雨水を地下に浸透せしめ
ることが出来る浸透トレンチの構造に係り、さら
に詳しくは所定位置に多数の孔が穿孔された浸透
管或はポーラス管を浸透地盤に埋設すると共にそ
の浸透管の周囲に砕石材等よりなる浸透フイルタ
ー層を形成してなる浸透トレンチに於いて、該浸
透フイルター層とその周りの浸透地盤との間にマ
ツト状の浸透板に浸透シートを一体的に積層して
なる浸透パネルを介在せしめて構成したことを特
徴とした浸透トレンチに関するものである。
[Detailed description of the invention] The present invention relates to the structure of a seepage trench that allows rainwater flowing on the ground surface to infiltrate into the underground. In a permeation trench that is buried in the ground and has a permeation filter layer made of crushed stone or the like formed around the permeation pipe, a pine-shaped permeation plate is installed between the permeation filter layer and the surrounding permeation ground. The present invention relates to an infiltration trench characterized by having an intervening infiltration panel formed by integrally laminating infiltration sheets.

本件出願人は砕石材等よりなる浸透フイルター
層と浸透地盤との間に浸透シートを単独で介在さ
せるか或は所定の形状を持つた枠体の内面に浸透
シートを張り渡した枠付浸透シートを介在させて
構成した浸透トレンチを開発し、特許出願等の出
願をすると共に実施して来たが、従来の浸透シー
トを単独で或は枠付で使用した場合に、前者は剛
性が全くないので取扱いがむずかしく、施工作業
が困難であり、又後者は別に枠体を構成すると共
にこの枠体に浸透シートを張渡さなければなら
ず、更に両者は浸透シートのほゞ全面が露出して
いるので、これが砕石材等によつて簡単に破損さ
れてしまう等の欠点があつた。
The applicant has proposed a permeable sheet with a frame, in which a permeable sheet is interposed alone between a permeable filter layer made of crushed stone and the permeable ground, or a permeable sheet is stretched over the inner surface of a frame having a predetermined shape. We have developed a permeation trench constructed by interposing the sheet, filed a patent application, and put it into practice.However, when the conventional permeation sheet is used alone or with a frame, the former has no rigidity at all. Therefore, handling is difficult and construction work is difficult, and the latter requires a separate frame and a permeable sheet stretched over this frame, and in both cases, almost the entire surface of the permeable sheet is exposed. Therefore, it had the disadvantage that it could be easily damaged by crushed stone and the like.

本考案に係るトレンチは従来のこれ等の欠点に
鑑み開発された技術であつて、特に浸透フイルタ
ー層と浸透地盤との間に介在される浸透シートの
改良に関するものである。
The trench according to the present invention is a technique developed in view of these conventional drawbacks, and is particularly concerned with improving the permeable sheet interposed between the permeable filter layer and the permeable ground.

図により本考案に係るトレンチの一実施例を具
体的に説明すると、第1図に於いて、1は本願考
案のトレンチに使用される浸透パネルであつて、
不織布マツト等よりなる浸透板2の片面に合成繊
維等よりなる浸透シート3が一体的に積層されて
構成されている。上記実施例に於ける浸透パネル
1は第2図に示す如く浸透板2の所々を所定の形
状に穿設して窓4を設けて構成することも可能で
ある。
One embodiment of the trench according to the present invention will be explained in detail with reference to the drawings. In FIG. 1, 1 is a permeable panel used in the trench according to the present invention;
A permeable sheet 3 made of synthetic fiber or the like is integrally laminated on one side of a permeable plate 2 made of non-woven mat or the like. The permeation panel 1 in the above embodiment can also be constructed by providing windows 4 by drilling holes in the permeation plate 2 in certain places in a predetermined shape, as shown in FIG.

本考案に係るトレンチの構成に当つては第3図
及び第4図に示す如く、浸透地盤5にトレンチ用
の堀削溝6を穿設し、かつその周りに土留用の矢
板7を取付け、次に前述の如く構成された浸透パ
ネル1をこの堀削溝6のほゞ全面に敷くと共にそ
の端部を矢板7に仮着し、次にこの堀削溝6内に
砕石を充填して浸透フイルター層8を構成すると
共にこのフイルター層8のほゞ中央部に浸透管9
を埋設し、続いて矢板7を引抜いて除去し、かつ
浸透フイルター層8の上面に浸透パネル1の一部
を被覆し、更にこの上に埋戻し土10を積層し堀
削溝6を完全に埋設することによつて本願考案に
係る浸透トレンチを完成せしめることが出来る。
In constructing the trench according to the present invention, as shown in FIGS. 3 and 4, a trench 6 is bored in permeable ground 5, and sheet piles 7 for earth retention are attached around it. Next, the infiltration panel 1 constructed as described above is laid over almost the entire surface of this excavation groove 6, and its ends are temporarily attached to the sheet pile 7, and then crushed stone is filled into this excavation groove 6 to allow infiltration. A filter layer 8 is formed, and a permeation tube 9 is provided approximately in the center of the filter layer 8.
Then, the sheet pile 7 is pulled out and removed, a part of the permeable panel 1 is covered on the upper surface of the permeable filter layer 8, and backfilling soil 10 is layered on top of this to completely fill the excavated groove 6. By burying it, the penetration trench according to the present invention can be completed.

本考案に係る浸透トレンチは上述の如く、浸透
地盤と浸透フイルター層との間に浸透板と浸透シ
ートとを一体的に積層することによつて構成した
浸透パネルを介在せしめたので、浸透フイルター
層から浸透地盤に浸透する水の中に含まれる物質
を完全にろ過し、浸透地盤の目詰りを防止するこ
とが出来、又土粒が浸透フイルター層に流入する
ことを防止出来、かつ浸透パネルは剛性で腰が強
いので取扱いが便利であり、堀削溝の全面に簡単
に敷設することが出来、かつその端部は矢板等に
一時的に仮着することが出来、従つて従来の如き
枠体は全く不要となり、更に浸透シートは浸透板
によつて常に保護されているので、これが砕石等
によつて破損される恐れがなく、しかもほゞ永久
的に使用することが出来る等の特徴を有するもの
である。
As mentioned above, the permeation trench according to the present invention has a permeation panel constructed by integrally laminating a permeation plate and a permeation sheet between the permeation ground and the permeation filter layer. It can completely filter the substances contained in the water that permeates into the permeable ground, prevent clogging of the permeated ground, and prevent soil particles from flowing into the permeable filter layer. Because it is rigid and strong, it is convenient to handle, and it can be easily laid over the entire surface of the excavated trench, and its ends can be temporarily attached to sheet piles, etc., so it can be used as a conventional frame. There is no need for a body at all, and since the permeable sheet is always protected by the permeable plate, there is no risk of it being damaged by crushed stones, etc., and it can be used almost permanently. It is something that you have.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図及び第2図は浸透パネルの説明図、第3
図及び第4図は本願のトレンチの断面図である。 1はパネル、2は浸透板、3は浸透シート、4
は窓、6は溝、8はフイルター層、9は浸透管で
ある。
Figures 1 and 2 are explanatory diagrams of the penetration panel, Figure 3
4 and 4 are cross-sectional views of the trench of the present application. 1 is a panel, 2 is a permeable plate, 3 is a permeable sheet, 4
is a window, 6 is a groove, 8 is a filter layer, and 9 is a permeation tube.

Claims (1)

【実用新案登録請求の範囲】 (1) 所定位置に多数の孔が穿孔された浸透管或は
ポーラス管を浸透地盤に埋設すると共にその浸
透管の周囲に砕石材等よりなる浸透フイルター
層を形成してなる浸透トレンチに於いて、該浸
透フイルター層とその周りの浸透地盤との間に
マツト状の浸透板に浸透シートを一体的に積層
してなる浸透パネルを介在せしめて構成したこ
とを特徴とした浸透トレンチ。 (2) 浸透板の所定位置に窓を穿設して浸透シート
を露出して構成したことを特徴とした実用新案
登録請求の範囲第1項記載の浸透トレンチ。
[Scope of Claim for Utility Model Registration] (1) A permeation pipe or porous pipe with a large number of holes drilled at predetermined positions is buried in permeable ground, and a permeation filter layer made of crushed stone or the like is formed around the permeation pipe. In the permeation trench formed by the permeation trench, a permeation panel formed by integrally laminating a permeation sheet on a pine-shaped permeation plate is interposed between the permeation filter layer and the permeation ground around it. penetration trench. (2) The infiltration trench according to claim 1 of the utility model registration claim, characterized in that a window is bored at a predetermined position of the infiltration plate to expose the infiltration sheet.
JP15616983U 1983-10-11 1983-10-11 penetration trench Granted JPS6066770U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15616983U JPS6066770U (en) 1983-10-11 1983-10-11 penetration trench

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15616983U JPS6066770U (en) 1983-10-11 1983-10-11 penetration trench

Publications (2)

Publication Number Publication Date
JPS6066770U JPS6066770U (en) 1985-05-11
JPS6239167Y2 true JPS6239167Y2 (en) 1987-10-06

Family

ID=30344687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15616983U Granted JPS6066770U (en) 1983-10-11 1983-10-11 penetration trench

Country Status (1)

Country Link
JP (1) JPS6066770U (en)

Also Published As

Publication number Publication date
JPS6066770U (en) 1985-05-11

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