JPS6038767Y2 - water drain pipe - Google Patents

water drain pipe

Info

Publication number
JPS6038767Y2
JPS6038767Y2 JP1213582U JP1213582U JPS6038767Y2 JP S6038767 Y2 JPS6038767 Y2 JP S6038767Y2 JP 1213582 U JP1213582 U JP 1213582U JP 1213582 U JP1213582 U JP 1213582U JP S6038767 Y2 JPS6038767 Y2 JP S6038767Y2
Authority
JP
Japan
Prior art keywords
cylindrical body
drain pipe
small holes
tube
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
Application number
JP1213582U
Other languages
Japanese (ja)
Other versions
JPS58115537U (en
Inventor
芳三 坂倉
Original Assignee
クラ−ク株式会社
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 クラ−ク株式会社 filed Critical クラ−ク株式会社
Priority to JP1213582U priority Critical patent/JPS6038767Y2/en
Publication of JPS58115537U publication Critical patent/JPS58115537U/en
Application granted granted Critical
Publication of JPS6038767Y2 publication Critical patent/JPS6038767Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は例えばコンクリート擁壁等に設けられる水抜き
パイプの改良に関するものであって、良好な水抜き作用
を得る事が出来るとともに、製作が簡単で且つ安価に製
造する事が出来る様にした事をその目的とするものであ
る・。
[Detailed description of the invention] The present invention relates to an improvement of a drainage pipe installed in, for example, a concrete retaining wall, etc., and it is possible to obtain a good drainage effect, and to manufacture it easily and inexpensively. Its purpose is to make things possible.

道路や鉄道或は造成地等に於ける盛土、切土の法面には
、同法面の安定及び保護を目的としてコンクリート、積
石、ブ陥ツク等を用い擁壁を形成する事が一般的に行な
われている。
Retaining walls are generally formed on the slopes of embankments and cuts on roads, railways, or in developed areas using concrete, piles of stones, blocks, etc., for the purpose of stabilizing and protecting the slopes. It is carried out according to

ところが同擁壁背面の土砂内に降雨等によって水分が含
浸されると土砂が膨張し、その膨張圧によって擁壁が背
面側より押出され破壊されるというトラブルが生ずる。
However, when moisture is impregnated into the earth and sand on the back side of the retaining wall due to rain or the like, the earth and sand expands, and the expansion pressure causes the retaining wall to be pushed out from the rear side and destroyed.

従ってこの様な土砂の膨張圧による擁壁の破壊を防止す
る為には、土砂に含浸された雨水等を擁壁の前面側に排
出する為の水抜きパイプを擁壁に設ける事が必要となる
Therefore, in order to prevent the retaining wall from being destroyed by the expansion pressure of the earth and sand, it is necessary to install a drainage pipe on the retaining wall to drain rainwater etc. impregnated with the earth and sand to the front side of the retaining wall. Become.

この水抜きパイプとしては例えば両端に開口部を存して
単に筒状に形成したもの、或は筒体の後端部即ち土砂側
に位置する端部を遮蔽するとともに周面に無数の小孔を
穿設したもの、或は筒体の後端部分に繊維層のフィルタ
ーを設けたもの等種々の水抜きパイプが用いられている
のであるが、上記の様に単に筒状に形成しただけのもの
にあっては、雨水等とともに土粒子が流出してしまうと
いう欠点を有し、又筒体の後端部を遮蔽する構造のもの
にあっては、その遮蔽方法として蓋体を別体若しくは一
体にて形成する為に、製作工程が複雑となり製造コスト
が高くなるという欠点を有し、又筒体の後端部分にフィ
ルターを設ける構造のものにあっては、高価でありしか
も目詰まりを起し易い等の欠点を有する。
For example, this drainage pipe may be simply formed into a cylindrical shape with openings at both ends, or the rear end of the cylindrical body, that is, the end located on the earth and sand side, may be shielded and numerous small holes may be formed on the circumference. Various types of drainage pipes are used, such as those with a hole in the pipe or those with a fiber layer filter on the rear end of the cylinder. This has the disadvantage that soil particles flow out along with rainwater, etc., and if the rear end of the cylinder is constructed to be shielded, the method of shielding is to separate the lid or to Since it is formed in one piece, it has the drawback that the manufacturing process is complicated and the manufacturing cost is high.Also, if the filter is installed at the rear end of the cylinder, it is expensive and prevents clogging. It has disadvantages such as being easy to wake up.

一方特に擁壁をコンクリートによって形成する場合には
、コンクリート流し込み作業と同時に水抜きパイプの前
半部分をコンクリート内に埋め込むのであるが、この時
コンクリートが水抜きパイプ内に流れ込んでパイプを塞
いでしまう事のない様にコンクリートに埋め込まれる水
抜きパイプの前半部分にはコンクリート擁壁の肉厚と略
同−幅を存して小孔等の透水孔を穿設しない遮蔽部が設
けられる。
On the other hand, especially when forming a retaining wall with concrete, the first half of the drain pipe is buried in the concrete at the same time as the concrete pouring process, but at this time the concrete may flow into the drain pipe and block it. In the first half of the drain pipe, which is embedded in the concrete so as not to cause water leakage, a shielding part is provided which has approximately the same width as the wall thickness of the concrete retaining wall and does not have water permeability holes such as small holes drilled therein.

ところがコンクリート擁壁の肉厚は工事態様によって種
々異なる為、予め一定の幅員の遮蔽部を存して形成され
た水抜きパイプでは種々異なる肉厚のコンクリート擁壁
に対して汎用的に用いる事が出来ないという不都合が生
じているのが実情である。
However, since the wall thickness of concrete retaining walls varies depending on the construction situation, a drainage pipe that is pre-formed with a shielding part of a certain width cannot be used universally for concrete retaining walls of various wall thicknesses. The reality is that this is not possible.

本考案は上記の実情に鑑みてその改善を試みたものであ
って、良好な水抜き作用が得られるとともに製造が簡単
で且つ安価に出来る上、水抜きパイプの前半部分の遮蔽
幅を種々異なる擁壁の肉厚に合わせて形成する事が出来
る様にした事をその特徴とするものである。
The present invention is an attempt to improve the above-mentioned situation, and it provides a good drainage effect, is simple and inexpensive to manufacture, and has various shielding widths for the front half of the drainage pipe. Its feature is that it can be formed to match the thickness of the retaining wall.

即ち本考案は周壁の上部及び左右両側部に亘って多数の
小孔を穿設する筒体を任意の長さ寸法を存して形威し、
同筒体の後端部を押し潰し状に閉塞させる一方、筒体の
前半部分に熱収縮を介してチューブを被覆させる様に構
成した事をその要旨とするものである。
That is, the present invention has a cylindrical body having an arbitrary length dimension and having a large number of small holes formed in the upper part of the peripheral wall and on both left and right sides,
The gist is that the rear end of the cylindrical body is crushed and closed, while the front half of the cylindrical body is covered with a tube through heat shrinkage.

以下に本考案の具体的な実施例を例示の図面について説
明する。
Hereinafter, specific embodiments of the present invention will be described with reference to the illustrative drawings.

第1図は本考案に係る水抜きパイプ1の使用状態概要図
であり、同図面に於いてAはコンクリート製擁壁、Bは
土砂を夫々示す。
FIG. 1 is a schematic diagram of the usage state of the drain pipe 1 according to the present invention, in which A indicates a concrete retaining wall and B indicates earth and sand, respectively.

第2図は水抜きパイプ1の分解斜視図、第3図は同縦断
面図、第4図は同横断面図である。
FIG. 2 is an exploded perspective view of the drain pipe 1, FIG. 3 is a vertical cross-sectional view thereof, and FIG. 4 is a cross-sectional view thereof.

同図面に於いて2は水抜きパイプ1を構成する筒体であ
って、同筒体2は例えばポリエチレン等の合成樹脂を素
材に用いて形成される。
In the drawing, reference numeral 2 denotes a cylindrical body constituting the drain pipe 1, and the cylindrical body 2 is made of synthetic resin such as polyethylene.

同筒体2の周壁にはその上部及び左右両側部に亘って多
数の小孔3・・・・・・が穿設される。
A large number of small holes 3 are bored in the peripheral wall of the cylindrical body 2 over its upper part and both left and right sides.

同筒体2はその周壁土部及び左右両側部に多数の小孔3
・・・・・・が穿設されたパイプ材を長尺な長さ寸法を
存して形威した後任意の長さ寸法にて切断する事によっ
て得られる。
The cylindrical body 2 has many small holes 3 in the surrounding wall soil part and both left and right sides.
It is obtained by cutting a pipe material having a long length into a shape and then cutting it into an arbitrary length.

筒体2の後端部2′は熱を加え軟化させた状態にて上下
方向より押圧して押し潰し状に閉塞させるとともに必要
に応じて例えばホッチキス止め若しくは超音波溶着等を
介して閉塞状態の固定を行なう様に威す。
The rear end portion 2' of the cylindrical body 2 is heated and softened, and then pressed from above and below to crush it and close it. If necessary, the closed state can be closed by, for example, stapling or ultrasonic welding. Force them to fix it.

4はチューブであり、同チューブ4は例えば塩化ビニー
ル等の熱収縮性合成樹脂をその素材に用いて上記筒体2
に外嵌する事が可能な内径寸法を存して筒状に形成する
とともに、その長さ寸法を任意の寸法、具体的には使用
する擁壁Aの肉厚と略同−寸法を存して形成する様に威
す。
4 is a tube, and the tube 4 is made of heat-shrinkable synthetic resin such as vinyl chloride, and is attached to the cylindrical body 2.
It is formed into a cylindrical shape with an inner diameter that allows it to be fitted externally, and its length can be set to any desired size, specifically approximately the same as the wall thickness of the retaining wall A to be used. Force it to form.

そして同チューブ4を筒体2の前半部分に外嵌した状態
で適宜の温度に加熱する事により、その熱収縮作用を介
してチューブ4を筒体2に固着させて成るものである。
The tube 4 is fitted onto the front half of the cylindrical body 2 and heated to an appropriate temperature, thereby fixing the tube 4 to the cylindrical body 2 through the heat shrinkage effect.

次にその使用方法及び作用について説明する。Next, its usage and effect will be explained.

第1図に示す様に本考案に係る水抜きパイプ1は前端が
低位となる様に適宜に傾斜させた状態でコンクリート擁
壁A及び土砂B内に埋め込んで使用される。
As shown in FIG. 1, the drain pipe 1 according to the present invention is used by being embedded in a concrete retaining wall A and earth and sand B with the front end being appropriately inclined so that the front end is at a lower level.

この時被覆チューブ4を固着させた筒体2の前半部分を
コンクリート擁壁Aに相対させる様にするとともに、筒
体2の後半部分はその周壁に穿設させた多数の小孔3・
・・・・・が土砂B内に位置する様に設けられる。
At this time, the first half of the cylindrical body 2 to which the covering tube 4 is fixed is made to face the concrete retaining wall A, and the second half of the cylindrical body 2 has a large number of small holes 3 and 3 formed in its peripheral wall.
... is located within the earth and sand B.

そしてこの様に水抜きパイプ1を設置する事によって筒
体2の周壁土部及び左右両側部に穿設した多数の小孔3
・・・・・・の透水作用を介して筒体2内に土砂Bに含
浸された雨水等を集める事が出来るとともに、筒体2内
に集められた雨水等を筒体2の底部を介してその前端よ
り排水させる作用が得られる。
By installing the drain pipe 1 in this way, a large number of small holes 3 are drilled in the surrounding wall soil part and both left and right sides of the cylinder body 2.
It is possible to collect rainwater, etc. impregnated in the earth and sand B into the cylinder body 2 through the water permeation effect of . This provides the effect of draining water from its front end.

又筒体2の前半部分に固着させた被覆チューブ4によっ
て、同前半部分に穿設されている小孔3・・・・・・を
遮蔽する作用が得られ、その結果同小孔3・・・・・・
よりコンクリートが筒体2内に流れ込む事を防止する作
用が得られる。
In addition, the covering tube 4 fixed to the front half of the cylinder body 2 has the effect of shielding the small holes 3 bored in the front half, and as a result, the small holes 3...・・・・・・
The effect of preventing concrete from flowing into the cylinder 2 can be obtained.

本考案は以上の構成より成るものであり、上記の様に周
壁の上部及び左右両側部に多数の小孔3・・・・・・を
穿設した筒体2を形威し、同筒体2の後端部2′を押し
潰し状に閉塞させる一方、筒体2の前半部分には埋め込
むべき擁壁の厚みと対応させてチューブ4をその熱収縮
作用を介して被覆させる様に構成した事により、多数の
小孔3・・・・・・を介して目詰まり等を生ずる事なく
良好な水抜き作用を得る事が出来ることは勿論の事、製
造が簡単で且つ安価な水抜きパイプを得ることが出来る
に至った。
The present invention has the above-mentioned configuration, and as described above, the cylinder body 2 is formed with a large number of small holes 3 bored in the upper part of the peripheral wall and on both left and right sides. The rear end 2' of the cylinder body 2 is closed in a crushed manner, while the tube 4 is covered in the front half of the cylinder body 2 through its heat shrinkage in a manner corresponding to the thickness of the retaining wall to be embedded. As a result, not only can a good drainage effect be obtained through the large number of small holes 3 without causing clogging, but also a drainage pipe that is easy to manufacture and inexpensive. I was able to obtain the following.

即ち、従来の様に例えば筒体の後端部を蓋体によって遮
蔽し、その周壁に復数個の小孔を穿設するとともに、筒
体の前半部分に遮蔽部を一体的に設ける様に構成された
水抜きパイプにあっては、製作に手間が掛り、製造コス
トが高くなるという欠点を有していたのに対し、本考案
にあっては周壁の上部及び左右両側部に多数の小孔3・
・・・・・が穿設された長尺なパイプ材を任意の長さに
切断する事によって筒体2を形威し、同筒体2の後端部
を押し潰し状に閉塞させる一方、その前半部には熱収縮
を介してチューブ4を被覆させるのみの極く簡単な方法
にて水抜きパイプ4を製造する事が生来るに至った。
That is, as in the past, for example, the rear end of the cylindrical body is shielded by a lid body, several small holes are bored in the circumferential wall of the cylindrical body, and a shielding part is integrally provided in the front half of the cylindrical body. However, in the present invention, there are many small holes on the upper part of the peripheral wall and on both the left and right sides. Hole 3・
The cylindrical body 2 is shaped by cutting a long pipe material with perforations to a desired length, and the rear end of the cylindrical body 2 is crushed and closed. It has now become possible to manufacture the drain pipe 4 using an extremely simple method of simply covering the tube 4 in the first half through heat shrinkage.

又上記の様に従来水抜きパイプの前半部分に予め一定の
幅員を存して遮蔽部を一体的に形成するものにあっては
、種々異なる肉厚を存して形成される擁壁に対して汎用
的に使用出来ないという欠点を有していたのであるが、
本考案にあっては上記の様に筒体2の前半部分に対して
チューブ4を熱収縮を介して被覆させる様にしたことに
より、同チューブ4の幅員を任意に設定する事によって
水抜きパイプ1を種々異なる肉厚の擁壁に対して汎用的
に用いる事が出来るに至った。
In addition, as mentioned above, in the case where a conventional drain pipe has a predetermined width in the front half and a shielding part is integrally formed, there is a problem with retaining walls formed with various wall thicknesses. However, it had the disadvantage that it could not be used for general purposes.
In the present invention, as described above, by covering the front half of the cylinder body 2 with the tube 4 through heat shrinkage, the width of the tube 4 can be arbitrarily set, thereby forming a drainage pipe. 1 can now be used universally for retaining walls of various wall thicknesses.

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

第1図は本考案に係る水抜きパイプの使用状態概要図、
第2図は水抜きパイプの分解斜視図、第3図は同縦断面
図、第4図は同横断面図である。 1・・・・・・水抜きパイプ、 2・・・・・・筒体、 2′・・・・・・後 端部、 3・・・・・・小孔、 4・・・・・・チューブ。
Figure 1 is a schematic diagram of the usage state of the drain pipe according to the present invention.
FIG. 2 is an exploded perspective view of the drain pipe, FIG. 3 is a vertical cross-sectional view thereof, and FIG. 4 is a cross-sectional view thereof. 1...Drain pipe, 2...Cylinder, 2'...Rear end, 3...Small hole, 4... tube.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 周壁の上部及び左右両側部に亘って多数の小孔を穿設す
る筒体を任意の長さ寸法を存して形成し、同筒体の後端
部を押し潰し状に閉塞させる一方、筒体の前半部分に熱
収縮を介してチューブを被覆させて成る水抜きパイプ。
A cylindrical body with a large number of small holes formed in the upper part and both left and right sides of the peripheral wall is formed to have an arbitrary length, and the rear end of the cylindrical body is closed in a crushed manner. A drainage pipe made by covering the front half of the body with a tube that has been heat-shrinked.
JP1213582U 1982-01-29 1982-01-29 water drain pipe Expired JPS6038767Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1213582U JPS6038767Y2 (en) 1982-01-29 1982-01-29 water drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1213582U JPS6038767Y2 (en) 1982-01-29 1982-01-29 water drain pipe

Publications (2)

Publication Number Publication Date
JPS58115537U JPS58115537U (en) 1983-08-06
JPS6038767Y2 true JPS6038767Y2 (en) 1985-11-19

Family

ID=30024723

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1213582U Expired JPS6038767Y2 (en) 1982-01-29 1982-01-29 water drain pipe

Country Status (1)

Country Link
JP (1) JPS6038767Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4727718B2 (en) * 2008-12-25 2011-07-20 株式会社パイプドレーン協会 Retaining method for retaining wall
JP5687129B2 (en) * 2011-05-09 2015-03-18 株式会社建設技術研究所 Double pipe type weep hole for existing structures

Also Published As

Publication number Publication date
JPS58115537U (en) 1983-08-06

Similar Documents

Publication Publication Date Title
JPS6038767Y2 (en) water drain pipe
US5852906A (en) Internal-wall drain system
JPH08120702A (en) Drainage device for basement external wall and its construction method
JP2662823B2 (en) Rainwater penetration structure
JPH10183638A (en) Drainage structure of slope
JPS6111339Y2 (en)
JP2512469Y2 (en) Concrete U type drainage
JP3445690B2 (en) Drainage tube mounting structure
JP3014481U (en) Drain pipe inner holder
JPS636249Y2 (en)
JPH0745621Y2 (en) Drain material
JPH0226980Y2 (en)
JPS636250Y2 (en)
JPH0452301Y2 (en)
JP2536755Y2 (en) Cap for band drain material
JPS6335090Y2 (en)
JPS6323472Y2 (en)
JPS6332178Y2 (en)
JP3092316B2 (en) Joint material for connecting hollow drain material, drain material, and method of installing drain material
JPS6040695Y2 (en) drain block
JPS6323492Y2 (en)
JPH0718160B2 (en) How to build an earth anchor on a steep slope
JPS5923789Y2 (en) Synthetic resin water lock
JP3235020B2 (en) Seepage water drainage pipe for drainable pavement
JPH0449246Y2 (en)