JPH06108522A - Drain pipe - Google Patents

Drain pipe

Info

Publication number
JPH06108522A
JPH06108522A JP25520192A JP25520192A JPH06108522A JP H06108522 A JPH06108522 A JP H06108522A JP 25520192 A JP25520192 A JP 25520192A JP 25520192 A JP25520192 A JP 25520192A JP H06108522 A JPH06108522 A JP H06108522A
Authority
JP
Japan
Prior art keywords
drainage pipe
drain pipe
drainage
pipe
soil
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.)
Pending
Application number
JP25520192A
Other languages
Japanese (ja)
Inventor
Koji Iikuni
弘二 飯国
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.)
DAIKARON KAKO KK
Original Assignee
DAIKARON KAKO KK
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 DAIKARON KAKO KK filed Critical DAIKARON KAKO KK
Priority to JP25520192A priority Critical patent/JPH06108522A/en
Publication of JPH06108522A publication Critical patent/JPH06108522A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)

Abstract

PURPOSE:To provide a drainage pipe of which rise and deformation are prevented and which is low in cost by eliminating the mounting of rise prevention members and deformation prevention members. CONSTITUTION:A drain pipe is the water drainage pipe for burying under the ground made of thermoplastic resin, formed into cylindrical shape, and provided with a step part 3 with continuous upper surfaces 2 in longitudinal direction on both external surfaces of a middle part in vertical direction of a drainage pipe body 1. A soil load is applied to the upper surface 2 of the step part 3 with the drainage pipe buried under the ground to prevent the drainage pipe from rising by a soil pressure from the underside. Also the drainage pipe body 1 is formed cylindrically, and soil-withstanding strength from side is increased as compared with that of a drainage pipe the upper end of which is opened continuously to prevent the drainage pipe from deforming.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、山間地の道路側溝、傾
斜地や法面の排水溝、畑地灌漑などの用水溝などとして
使用される排水管に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage pipe used as a road gutter in a mountainous area, a drainage groove on a sloping ground or a slope, a waterway for irrigating a field, and the like.

【0002】[0002]

【従来の技術】従来、この種排水管としては断面U字状
で上端が連続して開口する排水管が知られている。この
断面U字状の排水管を上端が露出するように土中に埋設
するとき、土圧による排水管の浮き上がりを防止するた
めに、排水管の下面に排水管の長さ方向適当間隔おきに
排水管の両側から突出する浮き上がり防止部材を取り付
ける必要があった。また、排水管は上端が連続して開口
しており、側方からの土圧により変形し易く、特に排水
管の上端の変形を防止するために、排水管の上端におけ
る両側部間に排水管の長さ方向適当間隔おきに変形防止
部材を取り付ける必要があった。
2. Description of the Related Art Heretofore, as this type of drainage pipe, a drainage pipe having a U-shaped cross section and a continuously opened upper end has been known. When embedding this U-shaped drain pipe in the soil so that the upper end is exposed, in order to prevent the drain pipe from rising due to earth pressure, at the appropriate intervals in the length direction of the drain pipe on the lower surface of the drain pipe. It was necessary to attach a lifting prevention member protruding from both sides of the drainage pipe. In addition, the upper end of the drain pipe is continuously open, and it is easily deformed by the earth pressure from the side. Especially, in order to prevent the upper end of the drain pipe from being deformed, the drain pipe is placed between both sides at the upper end of the drain pipe. It was necessary to attach the deformation preventing members at appropriate intervals in the length direction.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の構成では排水管に対する浮き上がり防止部材および
変形防止部材の取り付けに手間がかかり、コストが高く
なるという問題があった。
However, in the above-mentioned conventional structure, there is a problem in that it takes time and effort to attach the rising prevention member and the deformation prevention member to the drain pipe, resulting in an increase in cost.

【0004】本発明はこのような課題を解決するもの
で、従来のような浮き上がり防止部材および変形防止部
材の取り付けをなくして、浮き上がり防止および変形防
止が行なえ、且つ安価な排水管を提供することを目的と
するものである。
The present invention solves such a problem, and provides an inexpensive drainage pipe which can prevent the floating and the deformation by eliminating the conventional attachment of the floating and the deformation preventing members. The purpose is.

【0005】[0005]

【課題を解決するための手段】この課題を解決するため
に本発明は、熱可塑性樹脂からなる土中埋設用排水管で
あって、筒状に成形され、排水管本体の上下方向中間部
両側外面に長さ方向に連続した上面を持つ段部を備えて
なるものであり、さらに本発明は、排水管本体の上端面
に水取り入れ用の小孔を多数設けたものである。
In order to solve this problem, the present invention relates to a drainage pipe for burying in the ground made of a thermoplastic resin, which is formed into a tubular shape, and is formed on both sides of the drain pipe main body in the vertical direction. The outer surface is provided with a step portion having a continuous upper surface in the lengthwise direction, and further, the present invention is to provide a large number of small holes for water intake on the upper end surface of the drain pipe main body.

【0006】[0006]

【作用】上記構成により、排水管本体の上下方向中間部
両側外面に長さ方向に連続した上面を持つ段部を備えて
おり、排水管を土中に埋設した状態において前記段部の
上面に土の荷重がかかることになり、従来のような浮き
上がり防止部材を取り付ける必要なく下方からの土圧に
よる排水管の浮き上がりを防止することができる。ま
た、排水管本体は筒状に成形されているので、従来のよ
うな上端が連続して開口する排水管に比べて側方からの
耐土圧強度が大となり、従来のように排水管の上端にお
ける両側部間に排水管の長さ方向適当間隔おきに変形防
止部材を取り付ける必要がなく、排水管の変形を防止す
ることができる。
With the above-described structure, the drain pipe main body is provided with the step portion having the upper surface continuous in the lengthwise direction on the both outer surfaces of the intermediate portion in the vertical direction. The step portion is provided on the upper surface of the step portion when the drain pipe is buried in the soil. Since the load of soil is applied, it is possible to prevent the drainage pipe from being lifted up due to the earth pressure from below without the need to attach a conventional lifting prevention member. Also, since the drain pipe body is formed into a tubular shape, the earth pressure resistance from the side is greater than that of the conventional drain pipe that has an open upper end, and the upper end of the drain pipe is Since it is not necessary to attach deformation preventing members between both side portions of the drain pipe at appropriate intervals in the length direction of the drain pipe, it is possible to prevent deformation of the drain pipe.

【0007】[0007]

【実施例】以下、本発明の実施例について、図面に基づ
いて説明する。先ず、図1〜図4に示す第1実施例につ
いて説明すると、1は例えばポリエチレン、ポリプロピ
レン、塩化ビニルなどの熱可塑性樹脂からなり筒状に成
形された土中埋設用の排水管本体で、この排水管本体1
は断面がほぼ矩形で、上下方向中間部両側外面に長さ方
向に連続した上面2を持つ段部3が形成されている。そ
して、段部3より上方に位置する排水管本体1の両側面
はほぼ鉛直方向に向いている。
Embodiments of the present invention will be described below with reference to the drawings. First, the first embodiment shown in FIGS. 1 to 4 will be described. 1 is a drain pipe main body for underground burying, which is made of a thermoplastic resin such as polyethylene, polypropylene or vinyl chloride and is formed into a tubular shape. Drain pipe body 1
Has a substantially rectangular cross section, and step portions 3 having upper surfaces 2 continuous in the length direction are formed on both outer surfaces of the intermediate portion in the vertical direction. Then, both side surfaces of the drain pipe main body 1 located above the step portion 3 are oriented substantially vertically.

【0008】4は排水管本体1の外周面に形成された補
強用の凸条部で、長さ方向適当間隔おきに形成されてお
り、排水管本体1の上端面における隣り合う凸条部4、
4間に水取り入れ用の小孔5が複数個づつ形成されてい
る。図2に前記凸条部4の断面形状を示し、排水管本体
1の内面において凸条部4の部分は凹入している。ま
た、排水管は多数本接続され、その接続は図3に示すよ
うに隣り合う一方の排水管本体1の端部の嵌合口部6に
他方の排水管本体1の端部7を差し込んで行なわれる。
Denoted at 4 are reinforcing ridges formed on the outer peripheral surface of the drainage pipe main body 1, which are formed at appropriate intervals in the length direction, and are adjacent to each other on the upper end face of the drainage pipe main body 1. ,
A plurality of small holes 5 for taking in water are formed between the four. FIG. 2 shows the cross-sectional shape of the ridge portion 4, and the ridge portion 4 is recessed in the inner surface of the drain pipe body 1. Further, a large number of drain pipes are connected, and the connection is made by inserting the end portion 7 of the other drain pipe body 1 into the fitting port portion 6 of the end portion of the adjacent drain pipe body 1 as shown in FIG. Be done.

【0009】図4に上記構成の排水管を土中に埋設した
状態を示し、前記小孔5が形成された排水管本体1の上
端面は土8の表面とほぼ面一となるように埋設されてい
る。この状態において、排水管は前記段部3の上面2に
土8の荷重がかかることになり、下方からの土圧による
排水管の浮き上がりを防止することができる。また、排
水管本体1は断面が矩形で筒状に成形されていて、上端
に前記小孔5が形成された板部9を備えているので、側
方からの土圧に対して強くなり、排水管の変形を防止す
ることができる。
FIG. 4 shows a state in which the drainage pipe of the above construction is buried in the soil, and the drainage pipe main body 1 in which the small holes 5 are formed is buried so that the upper end surface thereof is substantially flush with the surface of the soil 8. Has been done. In this state, the load of the soil 8 is applied to the upper surface 2 of the step portion 3 of the drain pipe, so that the drain pipe can be prevented from rising due to earth pressure from below. Further, the drain pipe main body 1 is formed in a tubular shape with a rectangular cross section, and is provided with the plate portion 9 having the small hole 5 formed at the upper end thereof, so that it becomes strong against earth pressure from the side, The deformation of the drainage pipe can be prevented.

【0010】次に、図5および図6に示す第2実施例に
ついて説明する。この第2実施例における排水管は上記
第1実施例に示す排水管と基本的に構成は同じであり、
異なるところは第1実施例の排水管では前記段部3より
上方に位置する排水管本体1の両側面がほぼ鉛直方向に
向いているのに対し、第2実施例の排水管は段部3より
上方に位置する排水管本体1の両側面が外向きに傾斜し
ている点である。他の構成は第1実施例と同じである。
Next, a second embodiment shown in FIGS. 5 and 6 will be described. The drainage pipe in the second embodiment has basically the same configuration as the drainage pipe shown in the first embodiment,
The difference is that in the drainage pipe of the first embodiment, both side surfaces of the drainage pipe main body 1 located above the stepped portion 3 are oriented substantially in the vertical direction, whereas the drainage pipe of the second embodiment has a stepped portion 3. This is a point that both side surfaces of the drain pipe main body 1 located above are inclined outward. The other structure is the same as that of the first embodiment.

【0011】ところで、上記第1実施例および第2実施
例において、排水管本体1の外周面に補強用の凸条部4
が形成され、排水管本体1の内面において凸条部4の部
分は凹入しているが、図7に示すように凸条部4の部分
で排水管本体1の内面を凹入させずにフラットな状態に
形成することも可能である。詳しくは、内面がフラット
な排水管本体1の外周面に内部が空洞状となった凸条部
4を設けることも可能である。
By the way, in the above-mentioned first and second embodiments, the reinforcing ridges 4 are provided on the outer peripheral surface of the drainage pipe body 1.
Is formed, and the ridge portion 4 is recessed on the inner surface of the drain pipe main body 1, but the inner surface of the drain pipe body 1 is not recessed at the ridge portion 4 as shown in FIG. It can also be formed in a flat state. Specifically, it is also possible to provide the ridge portion 4 having a hollow inside on the outer peripheral surface of the drain pipe main body 1 having a flat inner surface.

【0012】図8に上記第1実施例または第2実施例の
排水管を用いた施工例を示し、上部に水平に配された排
水管10と下部に水平に配された排水管11とを傾斜する排
水管12で繋いでおり、この場合、上部の排水管10および
下部の排水管11はそれぞれ前述のように上端に小孔5が
形成された有孔管が使用され、これら排水管10、11を繋
ぐ排水管12は上端に小孔が形成されていない無孔管が使
用される。13は上部の排水管10と傾斜する排水管12を繋
ぐ接続管、14は傾斜する排水管12と下部の排水管11を繋
ぐ接続管である。このような構成によって雨水などは水
平な排水管10、11の上端の小孔5から排水管10、11の内
部に入り、上部の排水管10に入った雨水などは前記傾斜
排水管12を通って下部の排水管11に流れ込んで排水され
る。
FIG. 8 shows an example of construction using the drainage pipe of the first or second embodiment described above. The drainage pipe 10 is arranged horizontally at the upper portion and the drainage pipe 11 is arranged horizontally at the lower portion. The drainage pipes 12 are connected to each other by slanting. In this case, the drainage pipes 10 at the upper part and the drainage pipes at the lower part 11 are perforated pipes each having a small hole 5 at the upper end as described above. , 11 is a non-perforated pipe having no small hole at its upper end. Reference numeral 13 is a connecting pipe connecting the upper drain pipe 10 and the inclined drain pipe 12, and 14 is a connecting pipe connecting the inclined drain pipe 12 and the lower drain pipe 11. With such a structure, rainwater and the like enter the drainage pipes 10 and 11 through the small holes 5 at the upper ends of the horizontal drainage pipes 10 and 11, and rainwater and the like that enter the upper drainage pipe 10 pass through the inclined drainage pipe 12. And flows into the drainage pipe 11 in the lower part and is drained.

【0013】[0013]

【発明の効果】以上のように本発明によれば、排水管本
体の上下方向中間部両側外面に長さ方向に連続した上面
を持つ段部を備えており、排水管を土中に埋設した状態
において前記段部の上面に土の荷重がかかることにな
り、従来のような浮き上がり防止部材を取り付ける必要
なく下方からの土圧による排水管の浮き上がりを防止す
ることができる。また、排水管本体は筒状に成形されて
いるので、従来のような上端が連続して開口する排水管
に比べて側方からの耐土圧強度が大となり、従来のよう
に排水管の上端における両側部間に排水管の長さ方向適
当間隔おきに変形防止部材を取り付ける必要がなく、排
水管の変形を防止することができる。これにより、安価
な排水管を提供することができる。
As described above, according to the present invention, the drain pipe main body is provided with the step portion having the upper surface continuous in the lengthwise direction on the both outer surfaces of the intermediate portion in the vertical direction, and the drain pipe is buried in the soil. In this state, the load of soil is applied to the upper surface of the stepped portion, and it is possible to prevent the drainage pipe from being lifted up by the earth pressure from below without the need to attach a lifting prevention member as in the conventional case. Also, since the drain pipe body is formed into a tubular shape, the earth pressure resistance from the side is greater than that of the conventional drain pipe that has an open upper end, and the upper end of the drain pipe is Since it is not necessary to attach deformation preventing members between both side portions of the drain pipe at appropriate intervals in the length direction of the drain pipe, it is possible to prevent deformation of the drain pipe. Thereby, an inexpensive drainage pipe can be provided.

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

【図1】本発明の第1実施例における排水管の斜視図で
ある。
FIG. 1 is a perspective view of a drainage pipe according to a first embodiment of the present invention.

【図2】同排水管の要部拡大断面図である。FIG. 2 is an enlarged sectional view of a main part of the drainage pipe.

【図3】同排水管の接続時の状態を示す平面図である。FIG. 3 is a plan view showing a state when the drain pipe is connected.

【図4】同排水管の土中埋設状態を示す斜視図である。FIG. 4 is a perspective view showing a state in which the drainage pipe is buried in the soil.

【図5】本発明の第2実施例における排水管の斜視図で
ある。
FIG. 5 is a perspective view of a drainage pipe according to a second embodiment of the present invention.

【図6】同排水管の土中埋設状態を示す斜視図である。FIG. 6 is a perspective view showing a state in which the drain pipe is buried in the soil.

【図7】他の実施例における排水管の要部拡大断面図で
ある。
FIG. 7 is an enlarged sectional view of a main part of a drainage pipe according to another embodiment.

【図8】本発明の排水管を用いた施工例を示す概略図で
ある。
FIG. 8 is a schematic view showing a construction example using the drainage pipe of the present invention.

【符号の説明】[Explanation of symbols]

1 排水管本体 2 上面 3 段部 4 凸条部 5 小孔 9 板部 10 排水管 11 排水管 12 排水管 1 Drain pipe main body 2 Upper surface 3 Step part 4 Convex ridge part 5 Small hole 9 Plate part 10 Drain pipe 11 Drain pipe 12 Drain pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 熱可塑性樹脂からなる土中埋設用排水管
であって、筒状に成形され、排水管本体の上下方向中間
部両側外面に長さ方向に連続した上面を持つ段部を備え
てなることを特徴とする排水管。
1. A drainage pipe for burying in soil, which is made of a thermoplastic resin, and is formed into a tubular shape, and is provided with a step portion having an upper surface continuous in the longitudinal direction on both outer surfaces of the drain pipe main body in the vertical direction. A drainage pipe characterized by being formed.
【請求項2】 排水管本体の上端面に水取り入れ用の小
孔を多数設けたことを特徴とする請求項1記載の排水
管。
2. The drainage pipe according to claim 1, wherein a large number of small holes for taking in water are provided on the upper end surface of the drainage pipe main body.
JP25520192A 1992-09-25 1992-09-25 Drain pipe Pending JPH06108522A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25520192A JPH06108522A (en) 1992-09-25 1992-09-25 Drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25520192A JPH06108522A (en) 1992-09-25 1992-09-25 Drain pipe

Publications (1)

Publication Number Publication Date
JPH06108522A true JPH06108522A (en) 1994-04-19

Family

ID=17275429

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25520192A Pending JPH06108522A (en) 1992-09-25 1992-09-25 Drain pipe

Country Status (1)

Country Link
JP (1) JPH06108522A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100486948B1 (en) * 1996-04-10 2005-08-04 도오다꾸 고오교 가부시기가이샤 Culvert

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5224351A (en) * 1975-08-20 1977-02-23 Matsushita Electric Ind Co Ltd A high-frequency heating device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5224351A (en) * 1975-08-20 1977-02-23 Matsushita Electric Ind Co Ltd A high-frequency heating device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100486948B1 (en) * 1996-04-10 2005-08-04 도오다꾸 고오교 가부시기가이샤 Culvert

Similar Documents

Publication Publication Date Title
US5035095A (en) Basement wall structure to prevent water leakage
CA2347416A1 (en) Wide area water collection type underground water tank
KR19990083047A (en) Plant cultivation mat
CN206971650U (en) Bathroom floor component
US5852906A (en) Internal-wall drain system
US20020172557A1 (en) Geopipe with partial perforated structure
JPH06108522A (en) Drain pipe
JP3655578B2 (en) Retaining wall block
KR930002500Y1 (en) Sewer pipe
JPH06193126A (en) Preventing device for u-shaped gutter from rising
JPS597439Y2 (en) drain
KR950001658Y1 (en) Drainage pipe
JPS6323478Y2 (en)
CN210117785U (en) Drainage ditch
JPH0118682Y2 (en)
JPH06193125A (en) Preventing device for u-shaped gutter from rising
JPS636250Y2 (en)
JPH0434229Y2 (en)
JPS61179911A (en) Drainage pipe
JP2536290Y2 (en) U-shaped groove
JPS6117056Y2 (en)
JPH0211484Y2 (en)
JPH026172Y2 (en)
KR0135801Y1 (en) Drain pipe
JPH08239891A (en) Block for box culvert and box culvert construction method using it