JPS59353Y2 - underground pipe - Google Patents

underground pipe

Info

Publication number
JPS59353Y2
JPS59353Y2 JP2388278U JP2388278U JPS59353Y2 JP S59353 Y2 JPS59353 Y2 JP S59353Y2 JP 2388278 U JP2388278 U JP 2388278U JP 2388278 U JP2388278 U JP 2388278U JP S59353 Y2 JPS59353 Y2 JP S59353Y2
Authority
JP
Japan
Prior art keywords
pipe
underground pipe
underground
water
piping
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
JP2388278U
Other languages
Japanese (ja)
Other versions
JPS54105111U (en
Inventor
良郎 上野
Original Assignee
三菱樹脂株式会社
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 三菱樹脂株式会社 filed Critical 三菱樹脂株式会社
Priority to JP2388278U priority Critical patent/JPS59353Y2/en
Publication of JPS54105111U publication Critical patent/JPS54105111U/ja
Application granted granted Critical
Publication of JPS59353Y2 publication Critical patent/JPS59353Y2/en
Expired legal-status Critical Current

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  • Rigid Pipes And Flexible Pipes (AREA)

Description

【考案の詳細な説明】 本考案は軟弱地盤で、特に湧水の多い所の配管に使用す
る地中埋設管に関するものである。
[Detailed Description of the Invention] The present invention relates to underground pipes used for piping in soft ground, especially in places with a lot of spring water.

軟弱地盤等の水気の多い地盤に配管を埋設した場合、地
中の水の流動により配管地盤の沈下や局部的陥没を生じ
、管路事故が発生したり、配管地盤の浸水によって管路
の浮上り事故が多多見られた。
When piping is buried in damp ground such as soft ground, the flow of underground water may cause the piping ground to sink or localize, causing pipe accidents, or the piping may rise due to flooding of the piping ground. There were many accidents.

従来からもこの対策として種々の策が試みられている。Various measures have been attempted in the past as countermeasures against this problem.

例えば第2図に示す如く、本管4の近傍下方に有孔管5
を併設して本管4の近傍の水分を該有孔管5に導いてい
て排水する方法等が取られていた。
For example, as shown in FIG. 2, a perforated pipe 5 is placed below the main pipe 4.
A method has been adopted in which water in the vicinity of the main pipe 4 is introduced into the perforated pipe 5 and drained.

この方法では、水が有孔管5に流れ込む経路は図中矢印
で示すごとく、本管4の外壁と土との接触面に形成され
る。
In this method, the path through which water flows into the perforated pipe 5 is formed at the contact surface between the outer wall of the main pipe 4 and the soil, as shown by the arrow in the figure.

いわゆる水のみちができる。したがって、この部分の土
が徐々に削られて流され本管が移動したり、時として本
管が陥没することもある。
A so-called water path is created. Therefore, the soil in this area is gradually removed and washed away, causing the main pipe to move, and sometimes the main pipe to cave in.

配管施工現場において本管の埋設と有孔管の埋設も別々
に行なわなければならず、施工性の点で劣っていた。
At the piping construction site, the main pipe and the perforated pipe had to be buried separately, resulting in poor workability.

本考案は従来のこれらの欠点を改善し、良好な地中埋設
管を提供すべく鋭意検討の結果得られたもので、ハニカ
ム状の2重構造管であって、護管の外層には小孔を設け
たことを特徴とする地中埋設管である。
This invention was obtained as a result of intensive studies to improve these conventional disadvantages and provide a good underground pipe.It is a honeycomb-shaped double structure pipe, and the outer layer of the protection pipe has a small This is an underground pipe characterized by having holes.

以下、本考案を図面とともに更に詳細に説明する。Hereinafter, the present invention will be explained in more detail with reference to the drawings.

第1図は本考案の地中埋設管の一実施例を示すもので、
図中1は2重構造管であって、内層11゜外層12及び
リブ13によってハニカム状の管を構成している。
Figure 1 shows an embodiment of the underground pipe of the present invention.
In the figure, reference numeral 1 indicates a double-structured tube, and an inner layer 11, an outer layer 12, and ribs 13 constitute a honeycomb-shaped tube.

また外層12には多数の小孔2を設けている。Further, the outer layer 12 is provided with a large number of small holes 2.

以上構造の地中埋設管を軟弱地盤に埋設すれば、埋設管
周囲の水及び上方から埋設管に到達した水は小孔2より
ハニカム空隙3内に入って排水されるので、水のみちは
ほとんど生じることはない。
If the underground pipe with the above structure is buried in soft ground, the water around the underground pipe and the water that reached the underground pipe from above will enter the honeycomb void 3 through the small hole 2 and be drained, so the water path will be It almost never occurs.

しかも該埋設管はハニカム構造であるので強度的にも極
めて強靭である。
Moreover, since the buried pipe has a honeycomb structure, it is extremely strong in terms of strength.

本考案は以上述べた如き構造の地中埋設管であるので、
以上述べる利点がある。
Since the present invention is an underground pipe with the structure described above,
There are advantages described above.

すなわち、本考案の地中埋設管はその周囲に水のみちを
形成することなく水を排出することができるので、配管
地盤の沈下や浮上り等の事故を防止することが可能にな
った。
That is, the underground pipe of the present invention can discharge water without forming a water path around it, making it possible to prevent accidents such as subsidence or floating of the pipe ground.

しかも本考案の地中埋設管は本管と有孔管が一体となっ
ており、埋設現場で一度に埋設設置できるので労力が極
めて少なくてすみ、施工性の点で優れている等種々の利
点を有するものである。
In addition, the underground pipe of this invention has various advantages such as the main pipe and perforated pipe are integrated and can be installed at the burial site all at once, which requires very little labor and is excellent in terms of workability. It has the following.

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

第1図は本考案の実施例の斜視図、第2図は従来の配管
施工による埋設部の横断面図である。 1・・・・・・2重構造管、11・・・・・・内層、1
2・・・・・・外層、2・・・・・・小孔。
FIG. 1 is a perspective view of an embodiment of the present invention, and FIG. 2 is a cross-sectional view of a buried portion formed by conventional piping construction. 1...Double structure pipe, 11...Inner layer, 1
2...Outer layer, 2...Small pores.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ハニカム状の2重構造管であって、護管の外層には小孔
を設けたことを特徴とする地中埋設管。
An underground pipe characterized by having a honeycomb-like double structure pipe and having small holes in the outer layer of the protection pipe.
JP2388278U 1978-02-25 1978-02-25 underground pipe Expired JPS59353Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2388278U JPS59353Y2 (en) 1978-02-25 1978-02-25 underground pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2388278U JPS59353Y2 (en) 1978-02-25 1978-02-25 underground pipe

Publications (2)

Publication Number Publication Date
JPS54105111U JPS54105111U (en) 1979-07-24
JPS59353Y2 true JPS59353Y2 (en) 1984-01-07

Family

ID=28861310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2388278U Expired JPS59353Y2 (en) 1978-02-25 1978-02-25 underground pipe

Country Status (1)

Country Link
JP (1) JPS59353Y2 (en)

Also Published As

Publication number Publication date
JPS54105111U (en) 1979-07-24

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