JPH0624285U - Underground pipe base - Google Patents

Underground pipe base

Info

Publication number
JPH0624285U
JPH0624285U JP6113092U JP6113092U JPH0624285U JP H0624285 U JPH0624285 U JP H0624285U JP 6113092 U JP6113092 U JP 6113092U JP 6113092 U JP6113092 U JP 6113092U JP H0624285 U JPH0624285 U JP H0624285U
Authority
JP
Japan
Prior art keywords
pipe
block body
nozzle
earth
sand
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
JP6113092U
Other languages
Japanese (ja)
Inventor
信之 高橋
昇 梅森
弘樹 松井
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.)
Mitsubishi Plastics Inc
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP6113092U priority Critical patent/JPH0624285U/en
Publication of JPH0624285U publication Critical patent/JPH0624285U/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 配管施工後に管が撓んだりすることのない地
中埋設パイプの管台を提供する。 【構成】 土砂等に水溶性物質、あるいは崩壊性物質を
混入してブロック体を形成し、該ブロック体の上面にパ
イプの外周面とほぼ合致した円弧面を形成する。 【効果】 配管施工後に埋設パイプが撓まない。
(57) [Abstract] [Purpose] To provide a nozzle base for underground pipes that does not bend after pipe construction. A block body is formed by mixing a water-soluble substance or a collapsible substance into earth and sand, and an arc surface that substantially matches the outer peripheral surface of the pipe is formed on the upper surface of the block body. [Effect] The buried pipe does not bend after the pipe construction.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は地中に埋設するパイプを載置するための管台に関する。 The present invention relates to a nozzle for mounting a pipe to be buried underground.

【0002】[0002]

【従来の技術】[Prior art]

近年、地中埋設用の下水道管として、合成樹脂管の外周面に管軸方向に対して 所定間隔にフランジ状のリブを設けたリブ付パイプが使用されている。このリブ 付パイプを地中に埋設する場合、掘削した溝の底面を突き固めて平坦に地ならし して溝底面上に管台を所定間隔に配置し、該管台にリブ付パイプを載置して順次 接続してから、管台をパイプの下面側に介在させたまま埋め戻していた。 In recent years, ribbed pipes having flange-shaped ribs provided on the outer peripheral surface of a synthetic resin pipe at predetermined intervals in the pipe axial direction have been used as sewer pipes for underground burying. When burying this ribbed pipe in the ground, the bottom of the excavated groove is tamped and flattened, and the nozzles are placed at a predetermined interval on the groove bottom, and the ribbed pipe is placed on the nozzle. After that, the pipe sill was backfilled with the nozzle on the underside of the pipe.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、このようにしてパイプを地中に埋設した場合には、リブ付パイ プの下面側は土砂等で支持されると共に、所定間隔ごとに配置した剛性の高い管 台でも支持されることになる。このため、リブ付パイプの上面側に土圧、輪荷重 等が作用したとき、土砂等で支持された部分が下方に沈み、この撓み部分に管内 流体に混入している固形物等が沈積して通水不良が発生することがあった。 However, when the pipe is buried in the ground in this way, the lower surface side of the ribbed pipe will be supported by earth and sand, etc., and will also be supported by the highly rigid nozzles arranged at regular intervals. Become. Therefore, when earth pressure, wheel load, etc. act on the upper surface side of the ribbed pipe, the portion supported by earth and sand sinks downward, and the solid portion mixed in the fluid in the pipe accumulates on this flexible portion. As a result, poor water flow could occur.

【0004】 本考案はかかる課題を解決したものであって、配管施工後に管が撓んだりする ことのない地中埋設パイプの管台を提供するものである。The present invention has solved the above problems, and provides a nozzle base for an underground buried pipe in which the pipe is not bent after the pipe construction.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、土砂等に水溶性物質、あるいは崩壊性物質を混入してブロック体を 形成し、該ブロック体の上面にパイプの外周面とほぼ合致した円弧面を形成した ことを特徴とするものである。 The present invention is characterized in that a water-soluble substance or a collapsible substance is mixed with earth and sand to form a block body, and an arcuate surface that substantially matches the outer peripheral surface of the pipe is formed on the upper surface of the block body. Is.

【0006】[0006]

【作用】[Action]

管台の上面にパイプの外周面とほぼ合致した円弧面を形成したので、該円弧面 にパイプを載置して水平あるいは所定の勾配をつけて配管できる。また、管台は 土砂等に水溶性物質、あるいは崩壊性物質を混入してブロック体を形成したので 、埋設配管後にブロック体が崩壊したとき、これがパイプの下面側に投入した土 砂等と馴染み、パイプの下面側は土砂等で管軸方向に亘って均等に支持される。 Since an arcuate surface that substantially coincides with the outer peripheral surface of the pipe is formed on the upper surface of the nozzle base, the pipe can be placed on the arcuate surface and piped horizontally or with a predetermined gradient. In addition, since the block body was formed by mixing a water-soluble substance or a collapsible substance into the sediment, etc., when the block body collapsed after the buried piping, this became familiar with the soil and the like put into the lower surface of the pipe. The bottom surface of the pipe is evenly supported by earth and sand along the pipe axial direction.

【0007】[0007]

【実施例】【Example】

以下、本考案の実施例を図面にて詳細に説明する。 図1は本考案の管台を用いたパイプの施工状態を示す部分断面側面図、図2は図 1に示した施工状態の正面図、図3は管台の他の実施例を示す斜視図であって、 図中1はリブ付パイプ、2は管台である。リブ付パイプ1は塩化ビニル樹脂等の 合成樹脂管の外周面に管軸と直交するフランジ状のリブ11を設けたものであっ て、該リブ11は管軸方向に対して所定間隔に設けられている。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. 1 is a partial sectional side view showing a construction state of a pipe using the nozzle of the present invention, FIG. 2 is a front view of the construction state shown in FIG. 1, and FIG. 3 is a perspective view showing another embodiment of the nozzle. In the figure, 1 is a ribbed pipe and 2 is a nozzle. The ribbed pipe 1 is a synthetic resin pipe made of vinyl chloride resin or the like, on which a flange-shaped rib 11 orthogonal to the pipe axis is provided on the outer peripheral surface. The rib 11 is provided at a predetermined interval in the pipe axial direction. ing.

【0008】 一方、管台2は掘削溝を形成するために掘り起こした土砂等に水溶性物質、あ るいは崩壊性物質を混入してブロック体に形成したものであって、該ブロック体 の上面にはリブ付パイプ1の外周面とほぼ合致した円弧面21が形成されている 。この管台2の下部に図3に示したような台座22を一体的に設けておくと、管 台2の倒れを防止してリブ付パイプ1を安定した状態で配管することができる。On the other hand, the nozzle 2 is formed by mixing a water-soluble substance or a collapsible substance into earth and sand excavated to form an excavation groove in a block body, and the upper surface of the block body. An arcuate surface 21 that substantially matches the outer peripheral surface of the ribbed pipe 1 is formed on the. If a pedestal 22 as shown in FIG. 3 is integrally provided on the lower part of the nozzle stub 2, it is possible to prevent the nozzle stub 2 from collapsing and to pipe the ribbed pipe 1 in a stable state.

【0009】 尚、前記水溶性物質としては、ポリアクリルアミド、ポリビニルアルコール、 ポリエチレングリコール等が挙げられる。また、崩壊性物質としては、生物分解 性ポリマーに澱粉等を添加したもの、光分解性を有するエチレンー一酸化炭素共 重合体、またはポリマーにポリマー主鎖を切断するような光感受性を有する添加 材を混入したものが挙げられる。Examples of the water-soluble substance include polyacrylamide, polyvinyl alcohol, polyethylene glycol and the like. Further, as the disintegrating substance, a biodegradable polymer to which starch or the like is added, a photodegradable ethylene-carbon monoxide copolymer, or an additive material having a photosensitivity to cleave the polymer main chain into the polymer The thing which mixed is mentioned.

【0010】 この管台2を用いてリブ付パイプ1を地中に埋設する場合、まず掘削溝を掘り 、この溝底面をタコ等で突き固めてほぼ平坦になるまで地ならしする。一方、掘 り起した土砂等に水溶性物質、あるいは崩壊性物質を混入してブロック状の管台 2を形成する。そこで、平坦にならした溝底面上に前記管台2を所定間隔ごとに 並べ、それぞれの管台2にリブ付パイプ1を載置して順次接続し、水準器等を用 いてリブ付パイプ1を水平あるいは所定の勾配をつけて配管する。When burying the ribbed pipe 1 in the ground using this nozzle 2, first, an excavation groove is dug, and the bottom surface of this groove is tampered with an octopus or the like and ground until it becomes substantially flat. On the other hand, a block-shaped nozzle 2 is formed by mixing a water-soluble substance or a collapsible substance with the excavated earth and sand. Therefore, the nozzle stubs 2 are arranged on the bottom surface of the flattened groove at a predetermined interval, and the pipes 1 with ribs are placed on the respective nozzles 2 and sequentially connected, and the pipes 1 with ribs are attached using a level or the like. Pipe horizontally or with a predetermined slope.

【0011】 最後に、リブ付パイプ1の下面側に土砂等を投入して突き固め、しかるのち掘 削溝を土砂等で埋め戻して配管施工が完了する。埋設配管後にリブ付パイプ1の 下面を支持している管台2が崩壊すると、これがリブ付パイプ1の下面側に投入 した土砂等と馴染み、パイプの下面は土砂等で管軸方向に亘って均等に支持され る。尚、前記実施例では、管外周面にフランジ状のリブを設けたリブ付パイプを 埋設配管する場合について例示したが、本考案の管台はリブを有しない通常の合 成樹脂管を地中に埋設する場合にも使用することできる。Lastly, earth and sand or the like is put into the lower surface side of the ribbed pipe 1 to solidify it, and then the excavation groove is backfilled with earth and sand or the like to complete the pipe construction. When the nozzle stub 2 supporting the lower surface of the ribbed pipe 1 collapses after the buried piping, it becomes compatible with the earth and sand put into the lower surface side of the ribbed pipe 1, and the lower surface of the pipe is covered with earth and sand and the like in the pipe axial direction. Equally supported. In addition, in the above-mentioned embodiment, the case where the pipe with the rib having the flange-shaped rib on the outer peripheral surface of the pipe is buried is illustrated. However, the nozzle base of the present invention is an ordinary synthetic resin pipe without the rib. It can also be used when buried in.

【0012】[0012]

【考案の効果】[Effect of device]

以上詳述した如く、本考案は管台の上面にパイプの外周面とほぼ合致した円弧 面を形成したので、該円弧面にパイプを載置して水平あるいは所定の勾配をつけ て配管できる。また、管台は土砂等に水溶性物質、あるいは崩壊性物質を混入し てブロック体を形成したので、埋設配管後にブロック体が崩壊したときこれがパ イプの下面側に投入した土砂等と馴染み、パイプの下面全体が土砂等で均等に支 持される。このため、配管施工後に土圧、輪荷重等が管上面側に作用しても管が 部分的に沈むことがなく、管内流体に混入している固形物等が撓み部分に沈積し て通水不良が発生することもない。 As described above in detail, since the present invention forms the arcuate surface on the upper surface of the nozzle base, which substantially coincides with the outer peripheral surface of the pipe, the pipe can be placed on the arcuate surface and piped horizontally or with a predetermined inclination. In addition, since the block body was formed by mixing a water-soluble substance or a collapsible substance into sediment etc., when the block body collapsed after buried piping, this became familiar with the soil etc. that was thrown into the lower surface of the pipe. The entire bottom surface of the pipe is evenly supported by earth and sand. Therefore, even if earth pressure, wheel load, etc. act on the upper surface of the pipe after pipe construction, the pipe does not partially sink, and solids mixed in the fluid inside the pipe are deposited in the flexed portion to allow water to flow. No defects will occur.

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

【図1】図1は本考案の管台を用いたパイプの施工状態
を示す部分断面側面図である。
FIG. 1 is a partial sectional side view showing a construction state of a pipe using a nozzle of the present invention.

【図2】図2は図1に示した施工状態の正面図である。FIG. 2 is a front view of the construction state shown in FIG.

【図3】図3は本考案の他の実施例を示す斜視図であ
る。
FIG. 3 is a perspective view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 リブ付パイプ 2 管台 11 リブ 1 Ribbed pipe 2 Tube base 11 Rib

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 地中に埋設するパイプを載置するための
管台であって、土砂等に水溶性物質、あるいは崩壊性物
質を混入してブロック体を形成し、該ブロック体の上面
にパイプの外周面とほぼ合致した円弧面を形成したこと
を特徴とする地中埋設パイプの管台。
1. A nozzle for mounting a pipe to be buried in the ground, wherein a water-soluble substance or a collapsible substance is mixed with soil or the like to form a block body, and the block body is formed on the upper surface of the block body. An abutment for an underground pipe that is characterized by forming an arc surface that substantially matches the outer peripheral surface of the pipe.
JP6113092U 1992-08-31 1992-08-31 Underground pipe base Pending JPH0624285U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6113092U JPH0624285U (en) 1992-08-31 1992-08-31 Underground pipe base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6113092U JPH0624285U (en) 1992-08-31 1992-08-31 Underground pipe base

Publications (1)

Publication Number Publication Date
JPH0624285U true JPH0624285U (en) 1994-03-29

Family

ID=13162194

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6113092U Pending JPH0624285U (en) 1992-08-31 1992-08-31 Underground pipe base

Country Status (1)

Country Link
JP (1) JPH0624285U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07144599A (en) * 1993-08-03 1995-06-06 Morton Internatl Inc Expandable type air bag module

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07144599A (en) * 1993-08-03 1995-06-06 Morton Internatl Inc Expandable type air bag module

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