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JP2655964B2 - Underground buried structure of sewer pipe - Google Patents
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JP2655964B2 - Underground buried structure of sewer pipe - Google Patents

Underground buried structure of sewer pipe

Info

Publication number
JP2655964B2
JP2655964B2 JP3344236A JP34423691A JP2655964B2 JP 2655964 B2 JP2655964 B2 JP 2655964B2 JP 3344236 A JP3344236 A JP 3344236A JP 34423691 A JP34423691 A JP 34423691A JP 2655964 B2 JP2655964 B2 JP 2655964B2
Authority
JP
Japan
Prior art keywords
pipe
riser
sand
sewer pipe
buried structure
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
JP3344236A
Other languages
Japanese (ja)
Other versions
JPH05172279A (en
Inventor
信彦 昼馬
嘉彦 中西
秀美 山口
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP3344236A priority Critical patent/JP2655964B2/en
Publication of JPH05172279A publication Critical patent/JPH05172279A/en
Application granted granted Critical
Publication of JP2655964B2 publication Critical patent/JP2655964B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Sewage (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】この発明は下水道管の地下埋設構
造に関し、特にたとえば本管に支管によって接続され、
かつ、鉛直もしくは鉛直に近い傾斜角度で敷設される立
上管を含む、下水道管の地下埋設構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground burial structure of a sewer pipe, and more particularly to a main pipe connected to a main pipe by a branch pipe.
The present invention also relates to an underground burial structure of a sewer pipe including a rising pipe laid at a vertical angle or a nearly vertical inclination angle.

【0002】[0002]

【従来の技術】図4を参照して、この種の従来の下水道
管の地下埋設構造1は、本管2を含み、本管2には、サ
ドル部3を介して支管4が接続される。支管4には、略
鉛直方向に延びて敷設される立上管5が接続され、立上
管5には、曲管6を介して図示しない汚水桝等と連通さ
れる取付管7が接続される。配管後、立上管5等の周囲
には、土砂8が埋め戻される。
2. Description of the Related Art Referring to FIG. 4, a conventional underground burial structure 1 of a sewer pipe of this kind includes a main pipe 2, and a branch pipe 4 is connected to the main pipe 2 via a saddle portion 3. . A rising pipe 5 extending and laid in a substantially vertical direction is connected to the branch pipe 4, and a mounting pipe 7 connected to a sewage basin (not shown) through a curved pipe 6 is connected to the rising pipe 5. You. After the piping, earth and sand 8 are backfilled around the riser pipe 5 and the like.

【0003】[0003]

【発明が解決しようとする課題】埋め戻された土砂8が
その上を通る車両の輪荷重等によって圧密沈下した場
合、従来では、それに伴って立上管5が沈下され、たと
えば図5に示すように、立上管5が支管4を突き抜けて
支管4や本管2を破損してしまうおそれがあった。そこ
で、支管4の受口内周面に立上管5の挿入位置を規制す
るための弾性部材を装着した管継手(実願昭62−17
8803号(実開平1−83988号))や支管4の受
口奥部に多角形拡径部を形成した管継手(特願昭62−
296112号(特開平1−141295号))や支管
4を蛇腹状に形成した管継手等を含む埋設構造が知られ
ている。これらの従来技術は、弾性部材、多角形拡径部
あるいは蛇腹部分等によって立上管5の下げ代を予め確
保しておき、立上管5の沈下に備えるようにしたもので
ある。
When the backfilled earth and sand 8 consolidates and sinks due to the wheel load of a vehicle passing over it, conventionally, the riser pipe 5 sinks accordingly, and for example, as shown in FIG. Thus, there is a possibility that the rising pipe 5 may penetrate the branch pipe 4 and damage the branch pipe 4 and the main pipe 2. Therefore, a pipe joint having an elastic member for restricting the insertion position of the riser pipe 5 on the inner peripheral surface of the receiving pipe of the branch pipe 4 (Jpn.
No. 8803 (Japanese Utility Model Laid-Open No. 1-83988) and a pipe joint in which a polygonal enlarged-diameter portion is formed in the deep portion of the receiving port of the branch pipe 4 (Japanese Patent Application No. Sho 62-86).
No. 296112 (JP-A-1-141295) and a buried structure including a pipe joint in which the branch pipe 4 is formed in a bellows shape are known. In these prior arts, an allowance for lowering the riser pipe 5 is secured in advance by an elastic member, a polygonal enlarged diameter portion, a bellows portion, or the like, so as to prepare for the sinking of the riser pipe 5.

【0004】しかし、将来の沈下量を予測することは実
際上不可能なので、立上管5の沈下自体を防止すること
ができないこれらの従来技術にはいずれにも限界があっ
た。それゆえに、この発明の主たる目的は、立上管の沈
下自体を防止して支管や本管の破損を確実に防止でき
る、下水道管の地下埋設構造を提供することである。
However, since it is practically impossible to predict the amount of settlement in the future, there is a limit to any of these prior arts which cannot prevent the settlement of the riser tube 5 itself. Therefore, a main object of the present invention is to provide an underground burial structure of a sewer pipe capable of preventing sinking of a rising pipe itself and preventing breakage of a branch pipe and a main pipe.

【0005】[0005]

【課題を解決するための手段】この発明は、本管および
本管に支管によって接続されるかつ略鉛直方向に延びて
敷設される立上管を含む下水道管の地下埋設構造におい
て、立上管の外周面上に被せられる軟弱な外被を備える
ことを特徴とする、下水道管の地下埋設構造である。
SUMMARY OF THE INVENTION The present invention relates to a sewage pipe underground buried structure including a main pipe and a riser pipe connected to the main pipe by a branch pipe and extending in a substantially vertical direction. The underground structure of a sewer pipe characterized by having a soft jacket covered on the outer peripheral surface of the pipe.

【0006】[0006]

【作用】立上管の周囲に土砂を埋め戻した状態で、立上
管と土砂との間には、たとえばポリエチレンシート等の
軟弱外被が介在される。したがって、立上管周囲の土砂
が圧密沈下したとしても、それに伴っては外被が押し下
げられるだけで、立上管は沈下されない。
A soft jacket such as a polyethylene sheet is interposed between the rising pipe and the earth and sand with the earth and sand buried around the rising pipe. Therefore, even if the soil around the riser pipe consolidates and sinks, the outer cover is only pushed down and the riser pipe does not sink.

【0007】[0007]

【発明の効果】この発明によれば、立上管の沈下自体を
防止できるので、支管や本管の破損を確実に防止でき
る。この発明の上述の目的,その他の目的,特徴および
利点は、図面を参照して行う以下の実施例の詳細な説明
から一層明らかとなろう。
According to the present invention, since the sinking of the rising pipe itself can be prevented, breakage of the branch pipe and the main pipe can be reliably prevented. The above and other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

【0008】[0008]

【実施例】図1を参照して、この実施例の下水道管の地
下埋設構造10は本管12を含む。本管12の上部に
は、サドル部14を介して支管16が接続される。支管
16はゴム輪受口18を含み、このゴム輪受口18に
は、その上端にゴム輪受口20を有するかつ略鉛直方向
に延びて敷設される立上管22の下端が接続される。立
上管22の外周面上には、たとえばポリエチレンシート
等の立上管22との摩擦抵抗が小さくかつ軟弱な外被2
4が被せられる。外被24の上端は、テープ等の一時的
な保持手段26によって立上管22の上端近傍に係止さ
れ、それによって、施工時における外被24の落下が防
止される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Referring to FIG. A branch pipe 16 is connected to an upper part of the main pipe 12 via a saddle portion 14. The branch pipe 16 includes a rubber ring socket 18 to which a lower end of a riser pipe 22 having a rubber ring socket 20 at its upper end and extending in a substantially vertical direction is connected. . On the outer peripheral surface of the riser tube 22, a jacket 2 having a small frictional resistance with the riser tube 22 such as a polyethylene sheet is used.
4 is covered. The upper end of the jacket 24 is locked near the upper end of the riser pipe 22 by a temporary holding means 26 such as a tape, thereby preventing the jacket 24 from dropping during construction.

【0009】そして、立上管22上端のゴム輪受口20
には、その一方端にゴム輪受口28を有する曲管30の
他方端が接続され、ゴム輪受口28には、取付管32の
一方端が接続される。取付管32の他方端には、図示し
ない桝から延びる桝用短管が接続される。施工時には、
まず、穴34が掘られ、穴34の底部に砂等によって基
礎36が形成される。そして、基礎36の上に本管12
が敷設され、支管16,立上管22および曲管30等が
順次配管される。配管後、穴34には土砂38が埋め戻
される。
The rubber ring socket 20 at the upper end of the rising pipe 22
Is connected to the other end of a curved tube 30 having a rubber ring socket 28 at one end, and one end of a mounting tube 32 is connected to the rubber ring socket 28. To the other end of the mounting tube 32, a short tube for a tub extending from a tub (not shown) is connected. At the time of construction,
First, a hole 34 is dug, and a foundation 36 is formed at the bottom of the hole 34 with sand or the like. Then, the main pipe 12 is placed on the foundation 36.
Are laid, and the branch pipe 16, the riser pipe 22, the curved pipe 30, and the like are sequentially piped. After the piping, the holes 34 are filled with earth and sand 38.

【0010】施工後には、地表面40を通過する車両の
輪荷重等によって土砂38が圧密沈下するが、この実施
例によれば、土砂38と立上管22との間に、図2に示
すように外被24が介在されるので、たとえば図3に示
すように、土砂38の圧密沈下(図3中矢印で示す)に
伴っては外被24のみが沈下され、立上管22は沈下さ
れない。
After the construction, the earth and sand 38 are compacted and settled by the wheel load of the vehicle passing through the ground surface 40. According to this embodiment, the earth and sand 38 and the rising pipe 22 are arranged as shown in FIG. As shown in FIG. 3, for example, as shown in FIG. 3, only the jacket 24 is settled with the consolidation settlement of the earth and sand 38 (indicated by an arrow in FIG. 3), and the rising pipe 22 is settled. Not done.

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

【図1】この発明の一実施例を示す図解図である。FIG. 1 is an illustrative view showing one embodiment of the present invention;

【図2】図1におけるII−II線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line II-II in FIG.

【図3】図1の実施例において土砂の圧密沈下が生じた
状態を示す図解図である。
3 is an illustrative view showing a state where consolidation settlement of earth and sand has occurred in the embodiment of FIG. 1;

【図4】従来技術を示す図解図である。FIG. 4 is an illustrative view showing a conventional technique;

【図5】従来技術において立上管が沈下した状態を示す
図解図である。
FIG. 5 is an illustrative view showing a state in which a riser is settled in the related art.

【符号の説明】[Explanation of symbols]

10 …下水道管の地下埋設構造 12 …本管 16 …支管 22 …立上管 24 …外被 26 …保持手段 30 …曲管 32 …取付管 38 …土砂 DESCRIPTION OF SYMBOLS 10 ... Underground burial structure of sewer pipe 12 ... Main pipe 16 ... Branch pipe 22 ... Rise pipe 24 ... Jacket 26 ... Holding means 30 ... Curved pipe 32 ... Mounting pipe 38 ... Earth and sand

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】本管および前記本管に支管によって接続さ
れるかつ略鉛直方向に延びて敷設される立上管を含む下
水道管の地下埋設構造において、 前記立上管の外周面上に被せられる軟弱な外被を備える
ことを特徴とする、下水道管の地下埋設構造。
1. An underground buried structure of a sewer pipe including a main pipe and a riser pipe connected to the main pipe by a branch pipe and extending in a substantially vertical direction, and covered on an outer peripheral surface of the riser pipe. Underground burial structure for sewer pipes, characterized by having a soft outer cover.
JP3344236A 1991-12-26 1991-12-26 Underground buried structure of sewer pipe Expired - Fee Related JP2655964B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3344236A JP2655964B2 (en) 1991-12-26 1991-12-26 Underground buried structure of sewer pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3344236A JP2655964B2 (en) 1991-12-26 1991-12-26 Underground buried structure of sewer pipe

Publications (2)

Publication Number Publication Date
JPH05172279A JPH05172279A (en) 1993-07-09
JP2655964B2 true JP2655964B2 (en) 1997-09-24

Family

ID=18367684

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3344236A Expired - Fee Related JP2655964B2 (en) 1991-12-26 1991-12-26 Underground buried structure of sewer pipe

Country Status (1)

Country Link
JP (1) JP2655964B2 (en)

Also Published As

Publication number Publication date
JPH05172279A (en) 1993-07-09

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