JPH0978616A - Flexible coupling for joining manhole body and sewer pipe, and mounting method therefor - Google Patents

Flexible coupling for joining manhole body and sewer pipe, and mounting method therefor

Info

Publication number
JPH0978616A
JPH0978616A JP7276134A JP27613495A JPH0978616A JP H0978616 A JPH0978616 A JP H0978616A JP 7276134 A JP7276134 A JP 7276134A JP 27613495 A JP27613495 A JP 27613495A JP H0978616 A JPH0978616 A JP H0978616A
Authority
JP
Japan
Prior art keywords
manhole
flexible coupling
manhole body
flexible joint
pipe
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
JP7276134A
Other languages
Japanese (ja)
Inventor
Yoshinori Nagara
善徳 長柄
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.)
Kurimoto Concrete Industries Ltd
Original Assignee
Kurimoto Concrete Industries Ltd
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 Kurimoto Concrete Industries Ltd filed Critical Kurimoto Concrete Industries Ltd
Priority to JP7276134A priority Critical patent/JPH0978616A/en
Publication of JPH0978616A publication Critical patent/JPH0978616A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve stoppage of water by a method wherein a flexible coupling connecting a manhole body to a sewer pipe is set in a form beforehand on manufacturing the manhole body, and concrete is cast into the form. SOLUTION: This flexible coupling B to be used at a joint between a manhole and a pipe is formed in a tubular shape. The flexible coupling B is set in a form for forming a manhole body A, and concrete is cast into the form, and thereby the flexible coupling B can be mounted on the manhole body A. Then, the pipe is mounted to the flexible coupling B with an outer band 3 fastened. With a universal ring 6 inserted into a gap between the flexible coupling B and the pipe, flexibility is provided for the pipe.

Description

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

【0001】[産業上の利用分野]本考案は、下水道事
業におけるマンホールに係るものであり、詳しくはその
マンホールと管の継手部分の、可とう性継手のマンホー
ル躯体との装着方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a manhole in a sewer business, and more particularly to a method of mounting a manhole body of a flexible joint at a joint portion of the manhole and a pipe. .

【0002】[従来の技術]従来、この種のマンホール
としては、図3に示す、可とう性継手(B)を、マンホ
ール躯体(A)成型後に削孔された部分に、内バンド
(2)を外側に広げることによりマンホール躯体(A)
に装着したマンホールが知られている。なお、管は、外
バンド(3)を締めつけることにより、可とう性継手に
装着される。
[Prior Art] Conventionally, as a manhole of this type, a flexible joint (B) shown in FIG. 3 is formed on a portion of the manhole body (A) which has been drilled after forming an inner band (2). Manhole body (A)
The manhole attached to is known. The tube is attached to the flexible joint by tightening the outer band (3).

【0003】[発明が解決しようとする課題]従来の技
術で述べたように、マンホール躯体成型後に、取付部分
に穴を明けるため開口部分の製品強度が下がり、しかも
開口部分の寸法、平滑度に誤差が出来るため内バンドを
用いるとはいうものの止水性に問題点を有していた。
[Problems to be Solved by the Invention] As described in the prior art, after forming a manhole skeleton, holes are made in the mounting portion to lower the product strength of the opening portion, and further, to improve the dimensions and smoothness of the opening portion. Although an inner band was used because of an error, there was a problem in water stopping performance.

【0004】また、マンホール躯体成型後に穴を明け、
可とう性継手を装着するため、作業が二度手間になると
いう問題点を有していた。
In addition, a hole is made after molding the manhole body,
Since the flexible joint is attached, there is a problem that the work is troublesome twice.

【0005】本考案は、従来の技術の有するこのような
問題点に鑑みてなされたものであり、その目的とすると
ころは、作業の無駄をなくし、可とう性継手の止水性を
確実なものにするとともに、開口部の強度の保持を計る
ものである。
The present invention has been made in view of the above problems of the prior art, and an object thereof is to eliminate waste of work and to ensure waterproofness of a flexible joint. In addition, the strength of the opening is maintained.

【0006】[課題を解決するための手段]上記目的を
達成するために、本考案におけるマンホールは、マンホ
ールと管の継手部分に用いる可とう性継手を、マンホー
ル躯体成型時に装着し、その外側、コンクリートと接す
る面側に突出物を設けたものである。
[Means for Solving the Problems] In order to achieve the above object, in the manhole according to the present invention, a flexible joint used for a joint portion of a manhole and a pipe is mounted at the time of molding the manhole body, A protrusion is provided on the surface side that contacts concrete.

【0007】[作用]可とう性継手は、マンホール躯体
を製造する時に同時に型枠にセットし、コンクリートを
打設することにより固定される。なお、可とう性継手
は、必要数だけ固定される。
[Operation] The flexible joint is fixed by setting it in the form at the same time as manufacturing the manhole skeleton and pouring concrete. The required number of flexible joints is fixed.

【0008】[実施例]実施例について図面を参照して
説明する。図1〜図2において、マンホール躯体(A)
は、鉄筋コンクリート製品であって、マンホールと管の
継手部分に用いる可とう性継手(B)は、例えば合成ゴ
ム又は、塩化ビニルのような厚み1.0mm〜10.0
mm程度の肉厚を有する筒状に形成されている。さらに
詳しくは、この可とう性継手を、例えば(1)のような
治具を使って、もしくは何も使わずに、マンホール躯体
(A)を成型する型枠(4)内にセットしコンクリート
(5)を打設することにより、可とう性継手(B)は、
マンホール躯体(A)に装着される。なお、管は外バン
ド(3)を締めつけることにより、可とう性継手に装着
され、管に可とう性を持たせるための、可とう性継手と
管の隙間には、自在リング(6)を挿入する。
[Embodiment] An embodiment will be described with reference to the drawings. 1-2, manhole skeleton (A)
Is a reinforced concrete product, and the flexible joint (B) used for the joint portion between the manhole and the pipe has a thickness of 1.0 mm to 10.0 such as synthetic rubber or vinyl chloride.
It is formed in a cylindrical shape having a wall thickness of about mm. More specifically, this flexible joint is set in a mold (4) for molding the manhole skeleton (A) using a jig such as (1) or without using any jig, and concrete ( By placing 5), the flexible joint (B) becomes
It is attached to the manhole body (A). The pipe is attached to the flexible joint by tightening the outer band (3), and a flexible ring (6) is provided in the gap between the flexible joint and the pipe to make the pipe flexible. insert.

【0009】可とう性継手(B)は、その外側、コンク
リートと接する面側に突出物(B1)を設けることによ
り、その装着性、止水性は飛躍的に増す。
The flexible joint (B) is provided with the protrusion (B1) on the outer side thereof and on the surface side in contact with the concrete, so that the fitting property and the water stopping property are dramatically increased.

【0010】また、図3において、従来の技術である内
バンドを併用してもよい。
Further, in FIG. 3, an inner band which is a conventional technique may be used together.

【0011】[発明の効果]本考案は、上述のとおり構
成されているので、次に記載する効果を奏する。
[Effects of the Invention] Since the present invention is configured as described above, it has the following effects.

【0012】可とう性継手を、マンホール躯体製造時に
装着し、その外側、コンクリートと接する面側に突出物
を設けてあるため、確実な止水性が得られる。
Since the flexible joint is mounted at the time of manufacturing the manhole skeleton and the protrusion is provided on the outer side of the manhole skeleton and the surface side in contact with the concrete, reliable waterproofing is obtained.

【0013】可とう性継手を、マンホール躯体製造時に
装着するため、マンホール躯体成型後の作業がほとんど
要らない。
Since the flexible joint is mounted at the time of manufacturing the manhole body, almost no work is required after the manhole body is molded.

【0014】可とう性継手を、マンホール躯体製造時に
装着するため、開口部補強が出来、所要の強度が得られ
る。
Since the flexible joint is mounted at the time of manufacturing the manhole body, the opening can be reinforced and the required strength can be obtained.

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

【図1】可とう性継手を、マンホール躯体成型用の型枠
内にセットしたところの断面図である。
FIG. 1 is a cross-sectional view of a flexible joint set in a mold for molding a manhole skeleton.

【図2】可とう性継手が、マンホール躯体に装着された
ところの断面図である。
FIG. 2 is a sectional view of a flexible joint mounted on a manhole body.

【図3】従来の技術である内バンドを併用したところの
断面図である。
FIG. 3 is a cross-sectional view where an inner band, which is a conventional technique, is used together.

【図4】従来のこの種のマンホールに係る要部断面図で
ある。
FIG. 4 is a sectional view of an essential part of a conventional manhole of this type.

【符号の説明】[Explanation of symbols]

A マンホール躯体 B 可とう性継手 B1 突出物 1 治具 2 内バンド 3 外バンド 4 型枠 5 コンクリート A Manhole frame B Flexible joint B1 Projection 1 Jig 2 Inner band 3 Outer band 4 Formwork 5 Concrete

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 マンホール躯体(A)と下水管
を接合させる可とう性継手(B)を、マンホール躯体
(A)製造時に、あらかじめ型枠(4)にセットし、コ
ンクリート(5)を打設することにより可とう性継手
(B)を、マンホール躯体(A)に装着したマンホー
ル。
1. A flexible joint (B) for joining a manhole skeleton (A) and a sewer pipe is set in a form (4) in advance at the time of manufacturing the manhole skeleton (A), and concrete (5) is poured. By doing so, the flexible joint (B) is attached to the manhole skeleton (A).
【請求項2】 請求項1記載の可とう性継手
(B)に、突出物(B1)をコンクリート(5)と接す
る面側に設けた可とう性継手。
2. A flexible joint (B) according to claim 1, wherein the protrusion (B1) is provided on the surface side in contact with the concrete (5).
【請求項3】 請求項1及び請求項2記載の可
とう性継手(B)に、内側から外側に広がる内バンド
(2)を併用した可とう性継手。
3. A flexible joint comprising the flexible joint (B) according to claim 1 and claim 2 and an inner band (2) extending from the inside to the outside.
JP7276134A 1995-09-18 1995-09-18 Flexible coupling for joining manhole body and sewer pipe, and mounting method therefor Pending JPH0978616A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7276134A JPH0978616A (en) 1995-09-18 1995-09-18 Flexible coupling for joining manhole body and sewer pipe, and mounting method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7276134A JPH0978616A (en) 1995-09-18 1995-09-18 Flexible coupling for joining manhole body and sewer pipe, and mounting method therefor

Publications (1)

Publication Number Publication Date
JPH0978616A true JPH0978616A (en) 1997-03-25

Family

ID=17565264

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7276134A Pending JPH0978616A (en) 1995-09-18 1995-09-18 Flexible coupling for joining manhole body and sewer pipe, and mounting method therefor

Country Status (1)

Country Link
JP (1) JPH0978616A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8850863B2 (en) 2009-07-06 2014-10-07 Yazaki Corporation Electric wire or cable
CN113737849A (en) * 2021-08-11 2021-12-03 中铁二局集团有限公司 Post-installed concrete slab lower access passage device and installation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8850863B2 (en) 2009-07-06 2014-10-07 Yazaki Corporation Electric wire or cable
CN113737849A (en) * 2021-08-11 2021-12-03 中铁二局集团有限公司 Post-installed concrete slab lower access passage device and installation method thereof

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