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JPH0781277B2 - Drainage structure of retaining wall - Google Patents

Drainage structure of retaining wall

Info

Publication number
JPH0781277B2
JPH0781277B2 JP4093422A JP9342292A JPH0781277B2 JP H0781277 B2 JPH0781277 B2 JP H0781277B2 JP 4093422 A JP4093422 A JP 4093422A JP 9342292 A JP9342292 A JP 9342292A JP H0781277 B2 JPH0781277 B2 JP H0781277B2
Authority
JP
Japan
Prior art keywords
pipe
wall
water
drainage
retaining 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.)
Expired - Fee Related
Application number
JP4093422A
Other languages
Japanese (ja)
Other versions
JPH05263429A (en
Inventor
克文 笹野
Original Assignee
中部美化企業株式会社
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 中部美化企業株式会社 filed Critical 中部美化企業株式会社
Priority to JP4093422A priority Critical patent/JPH0781277B2/en
Publication of JPH05263429A publication Critical patent/JPH05263429A/en
Publication of JPH0781277B2 publication Critical patent/JPH0781277B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Retaining Walls (AREA)

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、擁壁内の水を排出す
る擁壁の水抜き構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall draining structure for discharging water in a retaining wall.

【0002】[0002]

【従来の技術】法面がコンクリートや石積み、或はブロ
ック積みによる表層壁でカバーされた擁壁内の水は、地
下に浸透するのに時間が掛り、排除しないでいると擁壁
の崩壊にも繋がる。そこで従来は、擁壁内の水を排出す
る手段として図7に示す如く、表層壁3の内面と土砂4
との間に不織布9を介在させると共に、前記表層壁3を
貫通するように水抜き用の円筒形パイプ10を略水平に
埋設し、擁壁内の水が円筒形パイプ10を通って表層壁
3の表面から常時排出されるよう施工されている。尚、
従来土砂内に埋設する水抜き用のパイプとして、断面が
円形の丸型有孔管ばかりでなく、例えば実開昭52−6
1210号公報に記載の如く、断面が三角形の有孔管を
利用することも知られている。
2. Description of the Related Art Water in a retaining wall whose slope is covered with a surface wall made of concrete, masonry, or block is slow to infiltrate underground, and if it is not removed, the retaining wall will collapse. Is also connected. Therefore, conventionally, as shown in FIG. 7, as a means for discharging the water in the retaining wall, the inner surface of the surface wall 3 and the soil 4
A non-woven fabric 9 is interposed between the surface layer wall 3 and the surface layer wall 3, and a water draining cylindrical pipe 10 is buried substantially horizontally so that the water in the retaining wall passes through the cylindrical pipe 10 and the surface layer wall. It is constructed so that it is always discharged from the surface of 3. still,
As a conventional water-draining pipe to be buried in the earth and sand, not only a round perforated pipe having a circular cross section but also, for example, a practical open pipe 52-6
It is also known to utilize a perforated tube having a triangular cross section, as described in Japanese Patent No. 1210.

【0003】[0003]

【発明が解決しようとする課題】従来の擁壁では、表層
壁の表面に、多数の水抜きパイプの開口部が壁一面に亘
って露出している。そのため悪戯で空罐や石が突っ込ま
れたり、小動物が進入し、その巣の残骸や死骸でパイプ
詰まりを起こしたり、開口部の下に水の流れ落ちた跡が
くっきりと残る。前者の場合は開口部にキャップを取付
けることによって対処できるが、後者の場合、例えば日
陰では苔が生え、水の中に鉄分が含まれでもしていると
茶色に変色するので、せっかく石積み模様やタイル張り
面としても、それらの醜いしみ跡で美感が損なわれる。
In the conventional retaining wall, a large number of drainage pipe openings are exposed over the entire surface of the surface wall. As a result, as a result of mischief, the cans and stones are rushed in, small animals enter, and the remains and dead bodies of their nests clog pipes, and the traces of water dripping under the openings remain clearly. In the case of the former, it can be dealt with by attaching a cap to the opening, but in the case of the latter, for example, moss grows in the shade, and if iron is included in the water, it will turn brown, so it is a pain to build a masonry pattern. Even on a tiled surface, the ugly stain marks impair aesthetics.

【0004】[0004]

【課題を解決するための手段】本発明は、効率の良い水
抜きを目的とした新規な水抜き構造で、その構成は、断
面三角形のパイプにおける少なくとも二面の中央部に、
長手方向へ互いに間隔を保って透孔が列設された水抜き
パイプを、表層壁の裏面へ、傾斜させた姿勢にて沿わ
せ、下端を排水口に接続することにある。そして二面の
みに透孔をパイプを利用し、透孔を有しない面を上側に
して表層壁の裏側へ密着固定することができる。
DISCLOSURE OF THE INVENTION The present invention is a novel draining structure for the purpose of efficient drainage, the structure of which is in the central portion of at least two sides of a pipe having a triangular cross section.
A drainage pipe in which through holes are arranged in a row at intervals in the longitudinal direction is arranged along the back surface of the surface wall in an inclined posture, and the lower end is connected to a drainage port. Then, it is possible to use a pipe having through holes only on two surfaces and tightly fix it to the back side of the surface layer wall with the surface having no through holes facing upward.

【0005】[0005]

【作用】水抜きパイプを表層壁の裏側へ傾斜姿勢で配置
することにより、表層壁裏側の全面から効率良く水を導
入できる。各パイプ内に導入された水は下端で一括集水
され側溝へ直接流出されるから、表層の表面にはパイプ
の開口部が露出しない。
[Function] By arranging the drainage pipe on the back side of the surface layer in an inclined posture, water can be efficiently introduced from the entire surface on the back side of the surface wall. Since the water introduced into each pipe is collectively collected at the lower end and directly flows out to the gutter, the opening of the pipe is not exposed on the surface of the surface layer.

【0006】[0006]

【実施例】本発明に係る擁壁の水抜き構造を図面に基い
て説明する。図1は水抜きパイプを示したもので、塩化
ビニール製或はポリエチレン製で断面正三角形の薄肉に
形成され、長さは数メートルに及ぶ。各エッジ部は曲面
に形成され、各面には中央に透孔2.2・・が各一列配
置で穿設されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A water draining structure for a retaining wall according to the present invention will be described with reference to the drawings. FIG. 1 shows a drainage pipe, which is made of vinyl chloride or polyethylene and has a thin wall with an equilateral triangular cross section, and has a length of several meters. Each edge portion is formed into a curved surface, and a through hole 2.2 ... Is formed in a line in the center of each surface.

【0007】図2において、3はコンクリートで形成さ
れた表層壁であり、断面が台形で、表面には石積み模様
が施され、裏面には土砂や砕石4との間に水抜きパイプ
1が配置されている。前記水抜きパイプ1は、一面を表
層壁3の裏面に密着させ、図3に示すように、隣接する
水抜きパイプ3の傾斜方向を交互に変更し、ジグザグに
なるよう連続して配列される。そのように配列された水
抜きパイプは、各上端を閉塞する一方、下端を排水パイ
プ5に接続する。排水パイプ5は、各接続部から表層壁
3の表側へ直接排水すると共に、表層壁3の裏側に沿っ
て配設し、各水抜きパイプ1.1・・の水を集めて排水
枡へ一括して流すように2系統設けたり、いずれか1系
統のみを設けることもできる。水抜きパイプ1の上端閉
塞部は個々にキャップで閉塞してもよいが、例えば図4
のaに例示するような屈曲したパイプの接続部が、水抜
きパイプ1の外周形状に合致した断面三角形の接続部材
6で連結すれば便利である。又水抜きパイプ1と排水パ
イプ5とは、例えば図4のbに例示するような一つの接
続口断面が水抜きパイプ1の外周形状に合致した三角形
で、他の接続口断面が排水パイプ1の外周形状に合致し
た円形の接続部を必要な数だけ有する接続部材6´を利
用する。これらの接続部材は用途に応じて接続口の数や
その断面形状が異なる複数種が用意される。又表層壁の
裏面に対しては、図5に示すような固定部材7を使用
し、透孔を有しない面を上側にして表層壁3に密着さ
せ、コンクリート釘8、或は接着材を利用して固定す
る。
In FIG. 2, reference numeral 3 denotes a surface wall made of concrete, having a trapezoidal cross section, a masonry pattern on the surface, and a drain pipe 1 between the earth and sand or crushed stone 4 on the back surface. Has been done. One side of the drainage pipes 1 is closely attached to the back surface of the surface layer wall 3, and the inclination directions of the adjacent drainage pipes 3 are alternately changed as shown in FIG. . The drainage pipes arranged in this way close their upper ends while connecting their lower ends to the drainage pipe 5. The drainage pipe 5 drains directly from each connection part to the front side of the surface layer wall 3 and is arranged along the back side of the surface layer wall 3 to collect water from each drainage pipe 1.1. It is also possible to provide two systems so that the current flows, or to provide only one system. The upper end closing part of the water draining pipe 1 may be individually closed with a cap, for example, as shown in FIG.
It is convenient if the connecting portions of the bent pipe as exemplified in a) are connected by the connecting member 6 having a triangular cross section that matches the outer peripheral shape of the water draining pipe 1. Further, the drainage pipe 1 and the drainage pipe 5 are, for example, one connection port cross section as illustrated in FIG. 4B is a triangle which matches the outer peripheral shape of the drainage pipe 1, and the other connection port cross section is the drainage pipe 1. The connecting member 6'having a necessary number of circular connecting portions matching the outer peripheral shape of the above is used. A plurality of types of these connecting members having different numbers of connecting ports and different cross-sectional shapes are prepared according to the application. Further, for the back surface of the surface layer wall, a fixing member 7 as shown in FIG. 5 is used, and the surface having no through hole is made to face up to be closely attached to the surface layer wall 3, and concrete nails 8 or an adhesive is used. And fix it.

【0008】このようにして施工された擁壁は、雨水、
湧水などが透孔2.2・・から水抜きパイプ1内へと流
れ込み、水抜きパイプ1の下部で一括回収される。回収
された水は、排水パイプ5を通って表層壁3の下端部か
ら擁壁外へ排出されるので、排水パイプの開口部は低い
位置になって目に付きにくく、悪戯をされることがなく
なるばかりか、排出口の汚れも気にならず、表層壁3表
面の美感は維持される。水抜きパイプは、二面のみに透
孔を設けたものを採用することができ、その場合、透孔
を有しない面が真上になるよう配置すれば、二面から集
水でき、砂等の侵入も少なくなり、又水抜きパイプ内の
流路がV状となって、流量=流速×断面積の原則から、
流速が早く、透孔から水と一緒に流れ込んだ砂もまたた
くまに排出されるので、パイプ詰まりを起こしにくい
(図6)。
The retaining wall constructed in this way is
Spring water flows into the water draining pipe 1 through the through holes 2.2 ..., and is collectively collected under the water draining pipe 1. The collected water is discharged from the lower end of the surface layer wall 3 to the outside of the retaining wall through the drainage pipe 5, so that the opening of the drainage pipe is at a low position and is difficult to see, which may cause mischief. Not only does it disappear, but also the dirt on the outlet is not a concern, and the aesthetic appearance of the surface of the surface layer wall 3 is maintained. The drainage pipe can be one that has through holes on only two sides. In that case, if the surface without holes is placed directly above, water can be collected from two sides, sand, etc. Intrusion of water is also reduced, and the flow path in the drainage pipe becomes V-shaped.
The flow velocity is high, and the sand that has flowed with water from the through holes is also discharged occasionally, so pipe clogging is less likely to occur (Fig. 6).

【0009】このように本発明の水抜き構造は、パイプ
の断面が三角形であるから強度が高く、又平面に対して
密着固定させやすいメリットを持つ。更に従来利用され
ていた丸型有孔管は上下関係がはっきりせず、下面に透
孔を位置させて漏れを起すこともあるが、一面を壁面に
密着して配置した場合、三角形であるのでエッジ部が下
側に位置して早い流速が得られると共に、透孔は上と左
右に位置してV状の流路から漏れを起さないように、表
層壁の背面へ合理的に配置させることができる。
As described above, the water draining structure of the present invention has the advantages that the pipe has a triangular cross section, so that the pipe has high strength and that it is easily fixed in close contact with a flat surface. In addition, the circular perforated tube that has been used in the past does not have a clear vertical relationship, and through holes may be located on the lower surface to cause leakage, but when one surface is placed in close contact with the wall surface, it is a triangle. The edge part is located on the lower side to obtain a high flow velocity, and the through holes are located on the upper and left and right sides, and are reasonably arranged on the back surface of the surface layer wall so as to prevent leakage from the V-shaped channel. be able to.

【0010】尚本発明におて、水抜きパイプの大きさ、
長さ、透孔の数、材質等は適宜変更でき、各面に穿設さ
れる透孔は二列配置でもよいし、エッジ部は角ばってい
ても差し支えない。又水抜きパイプを施工する擁壁の表
層壁は、ブロック積み、モルタルの吹き付けなどいずれ
でも可能であるし、排水パイプとの接続、その排水パイ
プの種類、配管方向等も実施例に限定されない。
In the present invention, the size of the drainage pipe,
The length, the number of through holes, the material, and the like can be changed as appropriate, and the through holes formed on each surface may be arranged in two rows, or the edge portions may be square. Further, the surface wall of the retaining wall on which the drainage pipe is constructed can be any of block stacking and mortar spraying, and the connection with the drainage pipe, the type of the drainage pipe, the piping direction, etc. are not limited to those in the embodiment.

【0011】[0011]

【発明の効果】断面三角形のパイプは、壁面へ固定させ
やすく、一面を密着させると流路がV状になるから流速
が早く、排水効率に優れる。又表層壁の内面へ傾斜状態
で配置することによって、擁壁内の水を効率良くパイプ
内へ導入し、速やかに排出させることができ、而も表層
壁の良く目立つ面の中に排水口を露出させない。
EFFECTS OF THE INVENTION A pipe having a triangular cross section is easily fixed to a wall surface, and when one surface is brought into close contact, the flow path becomes V-shaped, so that the flow velocity is high and the drainage efficiency is excellent. Also, by arranging the water on the inner surface of the surface wall in an inclined state, the water in the retaining wall can be efficiently introduced into the pipe and quickly discharged, and the drainage port is provided in the well-conspicuous surface of the surface wall. Do not expose.

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

【図1】本発明で使用される水抜きパイプの説明図であ
る。
FIG. 1 is an explanatory view of a drainage pipe used in the present invention.

【図2】本発明に係る水抜き構造の説明図である。FIG. 2 is an explanatory diagram of a water draining structure according to the present invention.

【図3】パイプの配置を示した説明図である。FIG. 3 is an explanatory diagram showing an arrangement of pipes.

【図4】a.b共にジョイント部材の説明図である。FIG. 4 a. 3B is an explanatory diagram of a joint member.

【図5】固定部材の説明図である。FIG. 5 is an explanatory diagram of a fixing member.

【図6】水抜きパイプ内への集水及び排水状態を示す説
明図である
FIG. 6 is an explanatory view showing a state of collecting water and draining water into the water draining pipe.

【図7】従来の擁壁における水抜き構造を示す断面図で
ある。
FIG. 7 is a cross-sectional view showing a conventional drainage structure in a retaining wall.

【符号の説明】[Explanation of symbols]

1.1´・・水抜きパイプ、2・・透孔、3・・表層
壁、4・・土砂や砕石、5・・排水パイプ、6.6´・
・接続部材、7・・固定部材、8・・コンクリート釘、
9・・不織布、10・・円筒形パイプ。
1.1 '・ ・ Drainage pipe, 2 ・ ・ Penetration hole, 3 ・ ・ Surface wall, 4 ・ ・ Sand and crushed stone, 5 ・ ・ Drainage pipe, 6.6' ・
・ Connecting members, 7 ・ ・ Fixing members, 8 ・ ・ Concrete nails,
9 ... Nonwoven fabric, 10 ... Cylindrical pipe.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 断面三角形のパイプにおける少なくとも
二面の中央部に、長手方向へ互いに間隔を保って透孔が
列設された水抜きパイプを、表層壁の裏面へ、傾斜させ
た姿勢にて沿わせ、下端を排水口に接続したことを特徴
とする擁壁の水抜き構造。
1. A drainage pipe in which a through hole is provided in the center of at least two surfaces of a pipe having a triangular cross-section at intervals in the longitudinal direction in a row, in a posture inclined to the back surface of the surface wall. A drainage structure for the retaining wall, which is characterized in that the lower end is connected to the drainage port.
【請求項2】 前記パイプが二面のみに透孔を有し、透
孔を有しない面を上側にして表層壁の裏側へ密着固定さ
れた請求項1に記載の擁壁の水抜き構造。
2. The water retaining structure for a retaining wall according to claim 1, wherein the pipe has through holes only on two surfaces and is closely fixed to the back side of the surface layer wall with the surface not having the through holes facing upward.
JP4093422A 1992-03-18 1992-03-18 Drainage structure of retaining wall Expired - Fee Related JPH0781277B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4093422A JPH0781277B2 (en) 1992-03-18 1992-03-18 Drainage structure of retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4093422A JPH0781277B2 (en) 1992-03-18 1992-03-18 Drainage structure of retaining wall

Publications (2)

Publication Number Publication Date
JPH05263429A JPH05263429A (en) 1993-10-12
JPH0781277B2 true JPH0781277B2 (en) 1995-08-30

Family

ID=14081868

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4093422A Expired - Fee Related JPH0781277B2 (en) 1992-03-18 1992-03-18 Drainage structure of retaining wall

Country Status (1)

Country Link
JP (1) JPH0781277B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100442048B1 (en) * 2001-08-16 2004-07-30 한재명 A retaining wall
KR100455841B1 (en) * 2001-12-07 2004-11-08 (주)에이텍엔지니어링 건축사사무소 Culvert drainage water pipe reinforced with slope safety in civil engineering and road construction
KR100467860B1 (en) * 2001-12-20 2005-01-24 주성건설 합자회사 retaining wall system using changeable drain system
KR100872371B1 (en) * 2007-03-06 2008-12-08 민승기 Earth and sand decay prevention facilities for construction and river slopes

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4510887Y1 (en) * 1965-12-04 1970-05-18
JPS50149167A (en) * 1974-05-22 1975-11-29

Also Published As

Publication number Publication date
JPH05263429A (en) 1993-10-12

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