JPH06101243A - Draining method for retaining wall - Google Patents

Draining method for retaining wall

Info

Publication number
JPH06101243A
JPH06101243A JP24675992A JP24675992A JPH06101243A JP H06101243 A JPH06101243 A JP H06101243A JP 24675992 A JP24675992 A JP 24675992A JP 24675992 A JP24675992 A JP 24675992A JP H06101243 A JPH06101243 A JP H06101243A
Authority
JP
Japan
Prior art keywords
water
collecting plate
retaining wall
water collecting
wall
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.)
Withdrawn
Application number
JP24675992A
Other languages
Japanese (ja)
Inventor
Masaya Moriyama
雅也 森山
Isao Miyagi
功 宮城
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tsutsunaka Plastic Industry Co Ltd
Sumitomo Forestry Landscaping Co Ltd
Original Assignee
Tsutsunaka Plastic Industry Co Ltd
Sumitomo Forestry Landscaping Co Ltd
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 by Tsutsunaka Plastic Industry Co Ltd, Sumitomo Forestry Landscaping Co Ltd filed Critical Tsutsunaka Plastic Industry Co Ltd
Priority to JP24675992A priority Critical patent/JPH06101243A/en
Publication of JPH06101243A publication Critical patent/JPH06101243A/en
Withdrawn legal-status Critical Current

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Landscapes

  • Retaining Walls (AREA)

Abstract

PURPOSE:To make installation of a water-collecting plate to be executed simply and efficiently, and to make collection and draining of water to be made sufficiently by a method wherein rainwater or the like penetrating into soil behind a retaining wall made of concrete or blocks is collected with a synthetic resin water-collecting plate. CONSTITUTION:A riser wall part 1b of a retaining wall 1 is equipped with a weep hole 2 that is positioned in the middle of its lengthwise direction. A synthetic resin water-collecting plate 3 is placed approximately in horizontal, extending over the rear side of the riser wall part 1b of the retaining wall 1 so that the front end thereof can be positioned to the level the same as or slightly lower than the lower end of the weep hole 2. The water-collecting plate 3 is laid, gradually inclining downward toward the weep hole 2. In the case where the water-collecting plate 3 is made up approximately in L-shape section, a perpendicular part 3b on the front end of the water-collecting plate 3 is fixed to the rear side of the riser wall part 1b of the retaining wall 1, and a hole 4 or a notch for water passage corresponding to the weep hole 2 is provided to the perpendicular part 3b.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、コンクリート擁壁や
ブロック擁壁等の土留め擁壁における水抜き方法に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for draining water from earth retaining walls such as concrete retaining walls and block retaining walls.

【0002】[0002]

【従来の技術】一般に、土留め擁壁は、土中に埋もれた
水平基部と、水平基部の前端に立上がり状に連なりかつ
片面が外部に露出した立上がり壁部とよりなり、水抜き
のために擁壁のとくに立上がり壁部の所々に水抜き孔を
設けていた。
2. Description of the Related Art Generally, an earth retaining wall is composed of a horizontal base part buried in the soil and a rising wall part which is continuous to the front end of the horizontal base part in a rising shape and has one surface exposed to the outside. Drainage holes were provided in the retaining wall, especially on the rising wall.

【0003】そして従来は、このような土留め擁壁の背
後に集まる雨水等の溜まり水の増加、およびそれによる
土圧の上昇の結果起こる擁壁の崩壊などを防ぎ、土壌を
良好な状態に維持するために、擁壁の背面に砂利、栗石
等の礫材料、あるいは水抜き孔を利用してパイプを差し
込んだり、有孔管を設置する方法が採用されていた。
[0003] Conventionally, the increase of accumulated water such as rainwater gathering behind the earth retaining wall and the collapse of the retaining wall caused by the increase of soil pressure due to the increase are prevented, and the soil is kept in a good condition. In order to maintain it, a method of inserting a pipe or installing a perforated pipe on the back surface of the retaining wall using a gravel material such as gravel or stone, or a drainage hole was adopted.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記従
来法のうち、礫材料を使用する方法は、多数の人手を要
し、作業能率が悪いという問題があった。またパイプや
有孔管を使用する方法は、いずれも土壌に接する面積が
少なく、擁壁裏面の土壌に含まれる溜まり水を充分に擁
壁の水抜き孔に導いて排出することができないという問
題があった。
However, among the above-mentioned conventional methods, the method of using the gravel material has a problem that it requires a lot of manpower and the work efficiency is poor. In addition, the methods that use pipes and perforated pipes all have a small area in contact with the soil, and the accumulated water contained in the soil on the back surface of the retaining wall cannot be sufficiently guided to the drain hole of the retaining wall and discharged. was there.

【0005】この発明の目的は、上記の従来技術の問題
を解決し、コンクリート擁壁やブロック擁壁等の土留め
擁壁の背後の土壌に浸透した雨水等を、充分に集水およ
び排水することができ、しかも集水板の敷設作業が簡単
で、効率良く実施し得る、土留め擁壁における水抜き方
法を提供しようとするにある。
The object of the present invention is to solve the above-mentioned problems of the prior art, and to sufficiently collect and drain rainwater and the like that have penetrated into the soil behind soil retaining walls such as concrete retaining walls and block retaining walls. Another object of the present invention is to provide a method of draining water in a retaining wall for retaining soil, which is capable of laying a water collecting plate and can be efficiently carried out.

【0006】[0006]

【課題を解決するための手段】この発明は、上記の目的
を達成するために、土中に埋もれた水平基部と、水平基
部の前端に連なりかつ片面が外部に露出せられるととも
に高さの中間部に水抜き孔を有する立上がり壁部とより
なる土留め擁壁において、立上がり壁部の裏側全体に合
成樹脂製の集水板を、その先端が水抜き孔の下端もしく
はこれより若干下側に位置するように略水平方向に敷設
することを特徴とする、土留め擁壁における水抜き方法
を要旨としている。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention has a horizontal base portion buried in soil and a front end of the horizontal base portion, one surface of which is exposed to the outside and an intermediate height. In an earth retaining wall consisting of a rising wall with a drainage hole in its part, a synthetic resin water collecting plate is placed on the entire backside of the rising wall, and its tip is located at the lower end of the drainage hole or slightly below it. The gist is a method of draining water in the earth retaining wall, which is characterized in that it is laid in a substantially horizontal direction so as to be positioned.

【0007】上記において、集水板は、ポリ塩化ビニル
樹脂あるいはポリエチレン樹脂等の合成樹脂製よりな
り、厚みはとくに限定されないが、作業性を考慮する
と、1〜2mmであるのが、好ましい。
In the above description, the water collecting plate is made of a synthetic resin such as polyvinyl chloride resin or polyethylene resin, and its thickness is not particularly limited, but in view of workability, it is preferably 1 to 2 mm.

【0008】土留め擁壁の立上がり壁部の裏側全体に敷
設する合成樹脂製の集水板は、水抜き孔に向って漸次下
がるように傾斜せしめるのが、好ましく、また同集水板
に、水抜き孔に向って伸びる集水溝を設けるのが、好ま
しい。
The water collecting plate made of synthetic resin, which is laid on the entire rear side of the rising wall of the earth retaining wall, is preferably inclined so as to gradually descend toward the drainage hole. It is preferable to provide a water collecting groove extending toward the drain hole.

【0009】また、集水板は横断面略L字形である場合
がある。この場合は、略L字形集水板前端の垂直部を土
留め擁壁の立上がり壁部の裏面に、両面テープ、接着剤
または釘打ち等により固定するとともに、該垂直部に、
立上がり壁部の水抜き孔に対応するように通水孔もしく
は通水用切欠きを設け、略L字形集水板の水平部を水抜
き孔に向って漸次下がるように傾斜せしめると良い。
The water collecting plate may have a substantially L-shaped cross section. In this case, the vertical portion of the front end of the substantially L-shaped water collecting plate is fixed to the back surface of the rising wall portion of the earth retaining wall with a double-sided tape, adhesive, nailing, or the like, and at the same time, to the vertical portion.
It is preferable that a water passage hole or a water passage cutout is provided so as to correspond to the water drainage hole of the rising wall portion, and the horizontal portion of the substantially L-shaped water collecting plate is inclined so as to gradually descend toward the water drainage hole.

【0010】[0010]

【作用】上記土留め擁壁における水抜き方法によれば、
土留め擁壁の立上がり壁部の裏側全体に合成樹脂製の集
水板を敷設しているので、コンクリート擁壁やブロック
擁壁等の土留め擁壁の背後の土壌に浸透した雨水等を、
充分に集水および排水することができる。また合成樹脂
製の集水板は、立上がり壁部の裏側全体に、その先端が
水抜き孔の下端もしくはこれより若干下側に位置するよ
うに略水平方向に敷設するだけで良いので、敷設作業が
簡単であり、効率良く実施することができるものであ
る。
[Operation] According to the method of draining water from the earth retaining wall,
Since a water collecting plate made of synthetic resin is laid on the entire back side of the rising wall of the earth retaining wall, rainwater that has penetrated into the soil behind the earth retaining wall such as concrete retaining wall and block retaining wall
Can sufficiently collect and drain water. Also, the water collecting plate made of synthetic resin can be laid in a substantially horizontal direction on the entire back side of the rising wall so that the tip of the water collecting plate is located at the lower end of the water draining hole or slightly below this, Is simple and can be implemented efficiently.

【0011】[0011]

【実施例】つぎに、この発明の土留め擁壁における水抜
き方法の実施例を、図面に参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the method for draining water from the earth retaining wall of the present invention will be described with reference to the drawings.

【0012】実施例1 図1において、家屋(H) の敷地(G) の例えば道路(R) の
段差のある境界部分にコンクリート擁壁やブロック擁壁
等よりなる土留め擁壁(1) が設置されている。土留め擁
壁(1) は、土中に埋もれた水平基部(1a)と、水平基部(1
a)の前端に立上がり状に連なりかつ片面が外部に露出し
た立上がり壁部(1b)とよりなり、立上がり壁部(1b)の高
さの中間部に水抜き孔(2) が設けられている。
Example 1 In FIG. 1, an earth retaining wall (1) composed of a concrete retaining wall or a block retaining wall is provided at a stepped boundary portion of a site (G) of a house (H), for example, a road (R). is set up. The earth retaining wall (1) consists of a horizontal base (1a) buried in the soil and a horizontal base (1
It consists of a rising wall (1b) that is continuous to the front end of a) and has one surface exposed to the outside, and a drainage hole (2) is provided in the middle of the height of the rising wall (1b). .

【0013】この発明による水抜き方法は、土留め擁壁
(1) の立上がり壁部(1b)の裏側全体に、ポリ塩化ビニル
樹脂製の横断面略L字形の集水板(3) を敷設するもので
ある。そして、略L字形集水板(3) 前端の垂直部(3b)
を、土留め擁壁(1) の立上がり壁部(1b)の裏面に、例え
ば両面テープ(7) により固定する。また該垂直部(1b)と
両面テープ(7) の、土留め擁壁(1) の立上がり壁部(1b)
の水抜き孔(2) に対応する位置に、鋏、カッターナイフ
等により通水孔(4) を設ける。さらに集水板(3)の水平
部(3a)は、水抜き孔(2) と通水孔(4) に向って漸次下が
るように傾斜せしめる。
The method of draining water according to the present invention is applied to the earth retaining wall.
A water collecting plate (3) made of polyvinyl chloride resin and having a substantially L-shaped cross section is laid on the entire rear side of the rising wall (1b) of (1). And the vertical part (3b) at the front end of the L-shaped water collecting plate (3)
Is fixed to the back surface of the rising wall portion (1b) of the earth retaining wall (1) with, for example, a double-sided tape (7). Also, the vertical wall (1b) and the double-sided tape (7), the rising wall (1b) of the earth retaining wall (1).
Provide a water passage hole (4) with a pair of scissors, a cutter knife, etc. at a position corresponding to the water drainage hole (2). Further, the horizontal part (3a) of the water collecting plate (3) is inclined so as to gradually lower toward the drain hole (2) and the water passage hole (4).

【0014】なお、この実施例では、略L字形集水板
(3) のコーナー部の裏側に、土壌と水とを分離するため
に、合成樹脂繊維の束よりなるフィルター(商品名サン
ロイド・マット、筒中プラスチック工業株式会社製)
(8) を配置した。
In this embodiment, the L-shaped water collecting plate is used.
On the back side of the corner of (3), a filter made of a bundle of synthetic resin fibers (trade name: Sunroid Matt, manufactured by Tsutsunaka Plastic Industry Co., Ltd.) to separate soil and water.
(8) was placed.

【0015】上記の水抜き方法によれば、コンクリート
擁壁やブロック擁壁等の土留め擁壁(1) の立上がり壁部
(1b)の裏側全体に合成樹脂製の集水板(3) を敷設してい
るので、土留め擁壁(1) の背後の土壌に浸透した雨水等
を、充分に集水および排水することができる。また集水
板(3) は、ポリ塩化ビニル樹脂等の合成樹脂製で、軽量
であるため、施工のさい取扱いが簡単であるとともに、
集水板(3) を、立上がり壁部(1b)の裏側全体に、その先
端が水抜き孔(2) の下端に位置するように略水平方向に
敷設すれば良いので、敷設作業が簡単である。
According to the above draining method, the rising wall portion of the earth retaining wall (1) such as a concrete retaining wall or a block retaining wall.
Since a synthetic resin water collecting plate (3) is laid on the entire back side of (1b), it is necessary to sufficiently collect and drain rainwater that has penetrated into the soil behind the earth retaining wall (1). You can The water collecting plate (3) is made of a synthetic resin such as polyvinyl chloride resin and is lightweight, so it is easy to handle during construction and
The water collecting plate (3) may be laid on the entire rear side of the rising wall (1b) in a substantially horizontal direction so that its tip is located at the lower end of the drainage hole (2). is there.

【0016】また、この実施例では、集水板(3) は水抜
き孔(2) に向って漸次下がるように傾斜しているので、
集水効率が高められる。
Further, in this embodiment, since the water collecting plate (3) is inclined so as to gradually descend toward the water drain hole (2),
Water collection efficiency is improved.

【0017】実施例2 図2は、この発明の第2実施例を示すものである。ここ
で、上記第1実施例の場合と異なる点は、合成樹脂製の
集水板(3) の水平部(1a)を、山部(9) と谷部(10)が交互
に配せられた背面より見てゆるい波形としている点、か
つその谷部(10)を、水抜き孔(2) の下端もしくはこれよ
り若干下側に位置せしめている点にある。
Second Embodiment FIG. 2 shows a second embodiment of the present invention. Here, the point different from the case of the first embodiment is that the horizontal portion (1a) of the water collecting plate (3) made of synthetic resin is alternately arranged with the peaks (9) and the valleys (10). In addition, it has a waveform that is gentle from the back side, and that the valley (10) is located at the lower end of the drainage hole (2) or slightly below it.

【0018】このような第2実施例によれば、集水板
(3) の波形となされた水平部(1a)の谷部(10)を水抜き孔
(2) のレベルと一致せしめているので、山部(9) から谷
部(10)に至る傾斜面部(11)の傾斜効果により、土留め擁
壁(1) の背後において、土壌に浸透した雨水等を効率よ
く集水することができて、水抜き孔(2) より排水するこ
とができるものである。
According to such a second embodiment, the water collecting plate
The trough (10) of the horizontal part (1a), which is formed into the corrugated shape of (3), is a drain hole.
Since it matches the level of (2), it has penetrated into the soil behind the earth retaining wall (1) due to the slope effect of the slope part (11) from the mountain part (9) to the valley part (10). Rainwater can be collected efficiently and can be drained from the drain hole (2).

【0019】実施例3 図3は、この発明の第3実施例を示すものである。ここ
で、上記第1実施例の場合と異なる点は、合成樹脂製の
集水板(3) の垂直部(3b)に、立上がり壁部(1b)の水抜き
孔(2) に対応するように通水用切欠き(5) を設けている
点、および集水板(3) の水平部(1a)に、通水用切欠き
(5) に向ってひいては立上がり壁部(1b)の水抜き孔(2)
に向って伸びる集水用凹溝(6) を設けている点にある。
Third Embodiment FIG. 3 shows a third embodiment of the present invention. Here, the difference from the case of the first embodiment is that it corresponds to the vertical portion (3b) of the water collecting plate (3) made of synthetic resin and the drain hole (2) of the rising wall portion (1b). There is a cutout (5) for water passage on the side, and a cutout for water passage on the horizontal part (1a) of the water collecting plate (3).
Toward (5) and then to the rising wall (1b) drain hole (2)
The point is that there is a water collecting groove (6) extending toward.

【0020】このような第3実施例によれば、集水板
(3) の水平部(1a)に設けられた集水用凹溝(6) による集
水効果により、土留め擁壁(1) の背後において、土壌に
浸透した雨水等を効率よく集水し、かつ排水することが
できるものである。
According to such a third embodiment, the water collecting plate
Due to the water collecting effect of the water collecting groove (6) provided in the horizontal part (1a) of (3), rainwater that has penetrated into the soil can be collected efficiently behind the earth retaining wall (1). And it can be drained.

【0021】なお、上記第2および第3実施例のその他
の点は、実施例1の場合と同様であるので、図面におい
て同じものには、同一の符号を付した。
Since the other points of the second and third embodiments are the same as those of the first embodiment, the same parts are designated by the same reference numerals in the drawings.

【0022】なお、上記実施例においては、集水板(3)
としてポリ塩化ビニル樹脂製のものが用いられている
が、これに限らず、集水板(3) はポリエチレン樹脂等の
その他の合成樹脂によりつくられていても良い。
In the above embodiment, the water collecting plate (3)
Although a polyvinyl chloride resin is used as the material, the water collecting plate (3) may be made of other synthetic resin such as polyethylene resin.

【0023】また、合成樹脂製の集水板(3) は、土留め
擁壁(1) の背面において、どのような固定手段により、
固定されていても、良い。
The water collecting plate (3) made of synthetic resin is fixed on the rear surface of the earth retaining wall (1) by any fixing means.
It may be fixed.

【0024】[0024]

【発明の効果】この発明による土留め擁壁における水抜
き方法は、上述のように、土中に埋もれた水平基部と、
水平基部の前端に連なりかつ片面が外部に露出せられる
とともに高さの中間部に水抜き孔を有する立上がり壁部
とよりなる土留め擁壁において、立上がり壁部の裏側全
体に合成樹脂製の集水板を、その先端が水抜き孔の下端
もしくはこれより若干下側に位置するように略水平方向
に敷設するもので、この発明の水抜き方法によれば、コ
ンクリート擁壁やブロック擁壁等の土留め擁壁の背後の
土壌に浸透した雨水等を、充分に集水および排水するこ
とができる。これにより、土留め擁壁の背後に集まる雨
水等の溜まり水の増加、およびそれによる土圧の上昇の
結果起こる擁壁の崩壊などを防ぎ、土壌を良好な状態に
維持することができる。
As described above, the method for draining water from the earth retaining wall according to the present invention includes the horizontal base portion buried in the soil,
In an earth retaining wall consisting of a rising wall that is connected to the front end of the horizontal base and has one surface exposed to the outside and a drainage hole in the middle of the height, a synthetic resin collection is used on the entire backside of the rising wall. The water plate is laid in a substantially horizontal direction such that the tip of the water plate is located at the lower end of the water drainage hole or slightly below this. According to the water drainage method of the present invention, a concrete retaining wall, a block retaining wall, etc. Rainwater that has penetrated into the soil behind the earth retaining wall can be collected and drained sufficiently. As a result, it is possible to prevent an increase in accumulated water such as rainwater gathering behind the earth retaining wall, and to prevent the retaining wall from collapsing as a result of an increase in soil pressure, thereby maintaining the soil in a good condition.

【0025】また、合成樹脂製の集水板は、立上がり壁
部の裏側全体に、その先端が水抜き孔の下端もしくはこ
れより若干下側に位置するように略水平方向に敷設する
だけで良いので、敷設作業が簡単であり、効率良く実施
することができるという効果を奏する。
Further, the water collecting plate made of synthetic resin may be laid in a substantially horizontal direction on the entire rear side of the rising wall so that the tip thereof is located at the lower end of the water draining hole or slightly lower than this. Therefore, there is an effect that the laying work is simple and can be efficiently performed.

【0026】なお、集水板を、水抜き孔に向って漸次下
がるように傾斜せしめることにより、雨水等を効率よく
集水することができ、また、合成樹脂製の集水板が横断
面略L字形のであって、その水平部に水抜き孔(2) に向
って伸びる集水用凹溝を設けることにより、集水効果が
より一層増大する。
By tilting the water collecting plate so that it gradually descends toward the drainage hole, rainwater and the like can be collected efficiently, and the water collecting plate made of synthetic resin has a substantially horizontal cross section. The water collecting effect is further enhanced by providing the water collecting hole which is L-shaped and extends in the horizontal portion toward the water drain hole (2).

【0027】また、集水板の水平部を背面より見て波形
となし、その水平部の谷部を水抜き孔のレベルと一致せ
しめることによっても、山部から谷部に至る傾斜面部の
傾斜効果により、土壌に浸透した雨水等を効率よく集水
し、かつ排水することができるという効果を奏する。
Further, the horizontal part of the water collecting plate is formed into a corrugated shape when viewed from the back, and the valley part of the horizontal part is made to coincide with the level of the drain hole, whereby the slope of the slope part from the peak part to the valley part is inclined. Due to the effect, rainwater and the like that have penetrated into the soil can be efficiently collected and drained.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の第1実施例の土留め擁壁における水
抜き方法を示す概略断面図である。
FIG. 1 is a schematic cross-sectional view showing a method for draining water from a soil retaining wall according to a first embodiment of the present invention.

【図2】この発明の第2実施例の土留め擁壁における水
抜き方法を示す概略断面図である。
FIG. 2 is a schematic cross-sectional view showing a method of draining water in the earth retaining wall of the second embodiment of the present invention.

【図3】この発明の第3実施例の水抜き方法に使用する
集水板の概略斜視図である。
FIG. 3 is a schematic perspective view of a water collecting plate used in the water draining method according to the third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 土留め擁壁 1a 水平基部 1b 立上がり壁部 2 水抜き孔 3 合成樹脂製の集水板 4 通水孔 5 切欠き 6 集水用凹溝 1 Earth retaining wall 1a Horizontal base 1b Standing wall 2 Drainage hole 3 Water collecting plate made of synthetic resin 4 Water passage hole 5 Notch 6 Recessed groove for water collection

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 土中に埋もれた水平基部(1a)と、水平基
部(1a)の前端に連なりかつ片面が外部に露出せられると
ともに高さの中間部に水抜き孔(2) を有する立上がり壁
部(1b)とよりなる土留め擁壁(1) において、立上がり壁
部(1b)の裏側全体に合成樹脂製の集水板(3) を、その先
端が水抜き孔(2) の下端もしくはこれより若干下側に位
置するように略水平方向に敷設することを特徴とする、
土留め擁壁における水抜き方法。
1. A stand having a horizontal base (1a) buried in soil, a continuous base connected to the front end of the horizontal base (1a) and one side exposed to the outside, and a drainage hole (2) in the middle of the height. In the earth retaining wall (1) consisting of the wall (1b), a synthetic resin water collecting plate (3) is placed over the entire backside of the rising wall (1b), and its tip is the lower end of the drainage hole (2). Alternatively, it is characterized by being laid out in a substantially horizontal direction so that it is located slightly lower than this.
Draining method on earth retaining wall.
【請求項2】 合成樹脂製の集水板(3) を、水抜き孔
(2) に向って漸次下がるように傾斜せしめる、請求項1
記載の土留め擁壁における水抜き方法。
2. The water collecting plate (3) made of synthetic resin is provided with a water drain hole.
Claim 1 which inclines so that it may descend gradually toward (2).
Draining method on the earth retaining wall described.
【請求項3】 合成樹脂製の集水板(3) が横断面略L字
形であり、略L字形集水板(3) 前端の垂直部(3b)を土留
め擁壁(1) の立上がり壁部(1b)の裏面に固定するととも
に、該垂直部(3b)に、立上がり壁部(1b)の水抜き孔(2)
に対応するように通水孔(4) もしくは通水用切欠き(5)
を設け、略L字形集水板(3) の水平部(3a)を水抜き孔
(2) に向って漸次下がるように傾斜せしめる、請求項1
記載の土留め擁壁における水抜き方法。
3. The water collecting plate (3) made of synthetic resin has a substantially L-shaped cross section, and the vertical portion (3b) at the front end of the substantially L-shaped water collecting plate (3) rises on the earth retaining wall (1). It is fixed to the back of the wall (1b), and the vertical wall (3b) has a water drainage hole (2) in the rising wall (1b).
Water holes (4) or water notches (5)
Is provided, and the horizontal part (3a) of the approximately L-shaped water collecting plate (3) is drained.
Claim 1 which inclines so that it may descend gradually toward (2).
Draining method on the earth retaining wall described.
【請求項4】 合成樹脂製の集水板(3) に、水抜き孔
(2) に向って伸びる集水用凹溝(6) を設ける、請求項1
記載の土留め擁壁における水抜き方法。
4. A drainage hole in the water collecting plate (3) made of synthetic resin.
A groove (6) for collecting water, which extends toward (2), is provided.
Draining method on the earth retaining wall described.
JP24675992A 1992-09-16 1992-09-16 Draining method for retaining wall Withdrawn JPH06101243A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24675992A JPH06101243A (en) 1992-09-16 1992-09-16 Draining method for retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24675992A JPH06101243A (en) 1992-09-16 1992-09-16 Draining method for retaining wall

Publications (1)

Publication Number Publication Date
JPH06101243A true JPH06101243A (en) 1994-04-12

Family

ID=17153238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24675992A Withdrawn JPH06101243A (en) 1992-09-16 1992-09-16 Draining method for retaining wall

Country Status (1)

Country Link
JP (1) JPH06101243A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020069143A (en) * 2001-02-23 2002-08-29 닛본 덴기 가부시끼가이샤 Detection of Clock Signal Period Abnormalities

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020069143A (en) * 2001-02-23 2002-08-29 닛본 덴기 가부시끼가이샤 Detection of Clock Signal Period Abnormalities

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