JPH08144308A - Work method for connection part between manhole and sewage pipe - Google Patents

Work method for connection part between manhole and sewage pipe

Info

Publication number
JPH08144308A
JPH08144308A JP6283305A JP28330594A JPH08144308A JP H08144308 A JPH08144308 A JP H08144308A JP 6283305 A JP6283305 A JP 6283305A JP 28330594 A JP28330594 A JP 28330594A JP H08144308 A JPH08144308 A JP H08144308A
Authority
JP
Japan
Prior art keywords
manhole
joint
sewer pipe
sewage pipe
hole
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
JP6283305A
Other languages
Japanese (ja)
Inventor
Shuichi Suzuki
秀一 鈴木
Fumio Kadota
文夫 門田
Hideo Tanaka
秀夫 田中
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.)
Hayakawa Rubber Co Ltd
Original Assignee
Hayakawa Rubber Co 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 Hayakawa Rubber Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP6283305A priority Critical patent/JPH08144308A/en
Publication of JPH08144308A publication Critical patent/JPH08144308A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: To facilitate work and increase water stop performance of a sticking part between a manhole and a sewage pipe by eliminating adhesion of water content and resulting poor adhesion produced when adhesive agent is applied onto the manhole when the sticking part is installed between the manhole and the sewage pipe using a rubber joint. CONSTITUTION: Using a rubber joint 7 provided at least a tube part 8 and a flange part 9 installed extendedly in radial-direction on the tube part 8, an adhesive sheet 5 is stuck on the outer wall surfaces of a manhole 1 so that it surrounds a through hole 3. Also a sewage pipe 14 is inserted into the through hole 3 of the manhole 1, the tube part 8 is inserted co-axially into the end part of the sewage pipe 14, and an adhesive layer 12 is provided between the inner side of the tube part 8 and the sewage pipe 14 so as to stick the flange part 9 to the outer wall surfaces of the manhole 1 through the adhesive sheet 5.

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、マンホールと下水道管
との接合部分の施工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 method of constructing a joint between a manhole and a sewer pipe.

【0002】[0002]

【従来の技術】マンホールと下水道管との接合部分にお
いては、マンホールの外壁に、使用する下水道管の外径
よりも大きな直径を有する貫通孔を形成し、この貫通孔
内に下水道管を取り付け、下水道管の周囲にモルタルを
隙間なく打設している。しかし、この施工方法では、マ
ンホールとモルタル、モルタルと下水道管とのそれぞれ
の接合が弱い場合には、この接合部分から水が浸出し、
下水道管やマンホールの底部が不安定となったり、管が
折れ曲がって漏水の原因となることがあった。
2. Description of the Related Art At a joint portion between a manhole and a sewer pipe, a through hole having a diameter larger than an outer diameter of the sewer pipe to be used is formed on an outer wall of the manhole, and the sewer pipe is mounted in the through hole. Mortar is placed around the sewer pipe without a gap. However, in this construction method, when the joint between the manhole and the mortar and the joint between the mortar and the sewer pipe is weak, water seeps out from this joint portion,
The bottom of sewer pipes and manholes could become unstable, and the pipes could bend and cause water leakage.

【0003】この問題を解決する方法として、本出願人
は、実公平4─29190号公報において、図4に概略
的に示す施工方法を開示した。即ち、マンホール1と下
水道管14との接合部分を施工するのに際して、ゴム製
継ぎ手7を使用する。継ぎ手7は、円筒状部8と、筒状
部8の半径方向に延設されたフランジ部9と、筒状部8
の反対側へと突出する一対の突出部10A、10Bとを
備えている。まず、マンホール1の外壁面に、貫通孔3
の周囲を囲むようにリング形状に接着剤を塗布し、この
接着剤の溶剤を乾燥させて接着剤層4を形成する。
As a method for solving this problem, the applicant of the present invention has disclosed a construction method schematically shown in FIG. 4 in Japanese Utility Model Publication No. 4-29190. That is, the rubber joint 7 is used when constructing the joint between the manhole 1 and the sewer pipe 14. The joint 7 includes a cylindrical portion 8, a flange portion 9 extending in the radial direction of the cylindrical portion 8, and a cylindrical portion 8
And a pair of projecting portions 10A and 10B that project to the opposite side. First, the through hole 3 is formed on the outer wall surface of the manhole 1.
An adhesive is applied in a ring shape so as to surround the periphery of, and the solvent of this adhesive is dried to form the adhesive layer 4.

【0004】次いで、下水道管14をマンホール1の貫
通孔3に挿入し、下水道管14の端部に円筒状部8を同
軸的に挿通させる。円筒状部8の内側と下水道管14と
の間にブチルゴム系の粘着剤層12を設け、この上から
締結用ゴムバンド13で締めつける。フランジ部9の裏
面にあるブチルゴム系粘着剤層11を接着剤層4上にの
せてはりつける。継ぎ手7の突出部10A、10Bを貫
通孔3内に挿入し、下水道管14および突出部の周囲に
モルタルを打設し、モルタルを固化させる。
Next, the sewer pipe 14 is inserted into the through hole 3 of the manhole 1, and the cylindrical portion 8 is coaxially inserted into the end of the sewer pipe 14. A butyl rubber adhesive layer 12 is provided between the inside of the cylindrical portion 8 and the sewer pipe 14, and a fastening rubber band 13 is tightened from above. The butyl rubber-based pressure-sensitive adhesive layer 11 on the back surface of the flange portion 9 is placed on and adhered to the adhesive layer 4. The protrusions 10A, 10B of the joint 7 are inserted into the through holes 3, and mortar is cast around the sewer pipe 14 and the protrusions to solidify the mortar.

【0005】[0005]

【発明が解決しようとする課題】しかし、上記した施工
方法では、以下のような問題点があった。即ち、フラン
ジ部9のブチルゴム系粘着剤層11をマンホールの外壁
面上に貼りつける際には、マンホール上に接着剤を塗布
し、この溶剤を乾燥させて接着剤層4を形成し、この接
着剤層4の上から貼りつけ作業を行う。しかし、この継
ぎ手の施工箇所は、地盤の掘削によって形成した地中で
あり、湿度が高く、特に地下水のある場合では、マンホ
ールの外壁面が濡れてしまい、フランジ部の貼付け作業
が困難である。この場合には、バーナー等の火炎によっ
て外壁面の水分を乾燥させなければ、接着剤を塗布する
ことができない。
However, the above-mentioned construction method has the following problems. That is, when the butyl rubber adhesive layer 11 of the flange portion 9 is attached to the outer wall surface of the manhole, an adhesive is applied to the manhole and the solvent is dried to form the adhesive layer 4, The sticking work is performed from above the agent layer 4. However, the place where this joint is constructed is in the ground formed by excavation of the ground, and the humidity is high, and especially when there is groundwater, the outer wall surface of the manhole gets wet and it is difficult to attach the flange portion. In this case, the adhesive cannot be applied unless the moisture on the outer wall surface is dried by the flame of a burner or the like.

【0006】また、接着剤をマンホール上に塗布して溶
剤が乾燥するまでには、2〜5分間放置しなければなら
ないが、この放置時間の間に水分が接着剤層上に付着す
ると、このままで継ぎ手のフランジ部を貼付けると接着
不良となり、漏水の原因となることがあった。しかし、
接着剤層上に付着した水分を逐一除去することもきわめ
て煩雑であり、多大な手数を必要とする。
Further, it is necessary to leave the adhesive for 2 to 5 minutes until the solvent is dried by applying the adhesive onto the manhole, but if moisture adheres to the adhesive layer during this leaving time, it remains as it is. If the flange part of the joint was pasted, the adhesion would be poor and water leakage could occur. But,
It is extremely complicated to remove the water adhering to the adhesive layer one by one, which requires a great deal of trouble.

【0007】本発明の課題は、上記したようなゴム製の
継ぎ手を使用してマンホールと下水道管との接合部分を
施工するのに際して、接着剤をマンホール上に塗布する
際に発生する水分の付着や、これによる接着不良といっ
た問題を解決することであり、この施工を容易に実施で
きるようにすることであり、この接着部分の止水性能を
より一層向上させることである。
An object of the present invention is to attach water generated when an adhesive is applied onto a manhole when a joint portion between a manhole and a sewer pipe is constructed by using a rubber joint as described above. Another problem is to solve the problem of poor adhesion due to this, to facilitate this construction, and to further improve the water blocking performance of this bonded portion.

【0008】[0008]

【課題を解決するための手段】本発明は、コンクリート
製マンホールと下水道管との接合部分を施工する方法で
あって:少なくとも筒状部と、この筒状部の半径方向に
延設されたフランジ部とを備えたゴム製継ぎ手を使用
し、マンホールの外壁面にマンホールの貫通孔を囲むよ
うに粘着剤シートおよび離型紙を貼付け、下水道管をマ
ンホールの貫通孔に挿入し、下水道管の端部に筒状部を
同軸的に挿通させ、筒状部の内側と下水道管との間に粘
着剤層を設け、前記離型紙を剥離させ、フランジ部とマ
ンホールの外壁面とを前記粘着剤シートを介在させて粘
着させることを特徴とする、施工方法に係るものであ
る。
SUMMARY OF THE INVENTION The present invention is a method of constructing a joint between a concrete manhole and a sewer pipe: at least a tubular portion and a flange extending radially of the tubular portion. Using a rubber joint with a section, attach an adhesive sheet and release paper to the outer wall of the manhole so as to surround the through hole of the manhole, insert the sewer pipe into the through hole of the manhole, and connect the end of the sewer pipe. Coaxially insert the tubular portion in, to provide an adhesive layer between the inside of the tubular portion and the sewer pipe, peel off the release paper, the flange portion and the outer wall surface of the manhole the adhesive sheet. The present invention relates to a construction method, which is characterized by interposing and adhering.

【0009】[0009]

【作用】本発明者は、マンホールの外壁面上に接着剤を
塗布して乾燥させる方法について、その材質や溶剤の量
等を種々検討していたが、接着剤の乾燥時における上記
した水分の付着という問題を解決することは困難であっ
た。
The present inventor has variously studied the material and amount of solvent for the method of applying and drying the adhesive on the outer wall surface of the manhole. It was difficult to solve the problem of adhesion.

【0010】そこで、接着剤を検討するという発想を転
換し、マンホールを組み立てる工程に着目した。即ち、
地上でマンホールの外壁面に予め接着剤を塗布し、この
上に粘着剤シートを貼付けておき、粘着剤シートの表面
を離型紙で保護した。この状態でマンホールを地下の施
工現場に収容し、地下で離型紙を剥がして、マンホール
の粘着剤シートの上に前記継ぎ手のフランジ部を貼付け
ることを試みた。この結果、粘着剤シートへの水分の付
着は発生せず、接着不良は生じなかった。しかも、施工
をきわめて容易に実施することができるようになり、か
つフランジ部の止水性能を、より一層向上させることに
成功した。
Therefore, the idea of examining the adhesive was changed, and attention was paid to the process of assembling the manhole. That is,
An adhesive was applied in advance on the outer wall surface of the manhole on the ground, and a pressure-sensitive adhesive sheet was stuck on this, and the surface of the pressure-sensitive adhesive sheet was protected with release paper. In this state, the manhole was housed in an underground construction site, the release paper was peeled off underground, and an attempt was made to stick the flange portion of the joint on the adhesive sheet of the manhole. As a result, no water adhered to the pressure-sensitive adhesive sheet, and no adhesion failure occurred. Moreover, the construction can be performed extremely easily, and the water stopping performance of the flange portion has been further improved.

【0011】[0011]

【実施例】以下、図面を参照しつつ、本発明の実施例を
説明する。図1(a)はマンホール1の接合部分の周辺
を示す斜視図であり、図1(b)は、マンホール1の貫
通孔3の周辺を示す断面図である。マンホール1に接合
用の貫通孔3が形成されている。工場でプレハブ式のマ
ンホール1を製造する際に、マンホール1の外壁面の貫
通孔3の周辺に、リング状に接着剤を塗布し、この接着
剤を乾燥させて接着剤層4を形成する。粘着剤シート5
と離型紙6とからなるリング状のシート2を、貫通孔3
の周囲を囲むように貼付け、図1(b)に示す状態とす
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1A is a perspective view showing the periphery of the joint portion of the manhole 1, and FIG. 1B is a sectional view showing the periphery of the through hole 3 of the manhole 1. A through hole 3 for joining is formed in the manhole 1. When manufacturing the prefabricated manhole 1 in a factory, a ring-shaped adhesive is applied around the through hole 3 on the outer wall surface of the manhole 1, and the adhesive is dried to form the adhesive layer 4. Adhesive sheet 5
The ring-shaped sheet 2 composed of
It is affixed so as to surround the periphery of the so that the state shown in FIG.

【0012】図2(a)はゴム製継ぎ手7を示す斜視図
であり、図2(b)は継ぎ手7を突出部の方から見た平
面図である。継ぎ手7は、円筒状部8と、筒状部8の半
径方向に延設されたフランジ部9と、筒状部8の反対側
へと突出する一対の突出部10A、10Bとを備えてい
る。突出部の外径は、貫通孔3の内径よりも、若干小さ
くなっている。
FIG. 2 (a) is a perspective view showing the rubber joint 7, and FIG. 2 (b) is a plan view of the joint 7 as seen from the protruding portion. The joint 7 includes a cylindrical portion 8, a flange portion 9 extending in the radial direction of the tubular portion 8, and a pair of projecting portions 10A and 10B projecting to the opposite side of the tubular portion 8. . The outer diameter of the protruding portion is slightly smaller than the inner diameter of the through hole 3.

【0013】図1のマンホール1を図3に示すように地
中に設置したあと、ヒューム管等からなる下水道管14
を貫通孔3に挿入する。この際、下水道管14の端部を
継ぎ手7の空洞20内に挿入し、下水道管14の端部に
円筒状部8を同軸的に挿通させる。円筒状部8の内側と
下水道管14との間にブチルゴム系の粘着剤層12を設
け、この上から締結用ゴムバンド13で締めつける。継
ぎ手7の突出部10A、10Bを貫通孔3内に挿入し、
下水道管14および突出部の周囲にモルタル15を打設
し、モルタルを固化させる。
After installing the manhole 1 of FIG. 1 in the ground as shown in FIG. 3, a sewer pipe 14 composed of a fume pipe or the like is provided.
Is inserted into the through hole 3. At this time, the end of the sewer pipe 14 is inserted into the cavity 20 of the joint 7, and the cylindrical portion 8 is coaxially inserted into the end of the sewer pipe 14. A butyl rubber adhesive layer 12 is provided between the inside of the cylindrical portion 8 and the sewer pipe 14, and a fastening rubber band 13 is tightened from above. Insert the protrusions 10A, 10B of the joint 7 into the through hole 3,
A mortar 15 is cast around the sewer pipe 14 and the protrusion to solidify the mortar.

【0014】ここで、本発明に従い、離型紙6を粘着剤
シート5から剥離させて粘着剤シート5を露出させ、こ
の粘着剤シート5上に、フランジ部9の裏面にあるブチ
ルゴム系粘着剤層11を貼付ける。この施工段階は、離
型紙の剥離とフランジ部9の圧着という工程からなって
おり、きわめて短時間で完了できるため、水分の付着等
による接着力の減少は生じない。
Here, according to the present invention, the release paper 6 is peeled from the pressure sensitive adhesive sheet 5 to expose the pressure sensitive adhesive sheet 5, and the butyl rubber pressure sensitive adhesive layer on the back surface of the flange portion 9 is formed on the pressure sensitive adhesive sheet 5. Paste 11. This construction step includes the steps of peeling the release paper and crimping the flange portion 9, and can be completed in an extremely short time, so that the adhesive force does not decrease due to the adhesion of water.

【0015】なお、粘着剤シート5としては、ブチルゴ
ム系粘着剤からなるシートが、特にコンクートへの密着
力という点で好ましい。また、下水道管14を貫通孔3
内に挿入した後、地盤沈下等の原因によって、下水道管
14と貫通孔3との相対的位置がずれてくることがあ
る。そこで、こうした変形を吸収するためには、円筒状
部8内に変形可能な部分を設けることが好ましい。こう
した変形可能な部分としては、蛇腹を設けることが好ま
しい。更には、同様の理由から、突出部10A、10B
に切り込みを形成しておくことによって、突出部が変形
し易いようにすることもできる。
As the pressure-sensitive adhesive sheet 5, a sheet made of a butyl rubber-based pressure-sensitive adhesive is particularly preferable from the viewpoint of adhesion to the concrete. In addition, the sewer pipe 14 through the through hole 3
After being inserted into the inside, the relative positions of the sewer pipe 14 and the through hole 3 may shift due to factors such as ground subsidence. Therefore, in order to absorb such deformation, it is preferable to provide a deformable portion in the cylindrical portion 8. It is preferable to provide a bellows as the deformable portion. Furthermore, for the same reason, the protrusions 10A, 10B
It is also possible to make the protrusion easily deformed by forming a notch in it.

【0016】[0016]

【発明の効果】以上述べたように、本発明によれば、ゴ
ム製の継ぎ手を使用してマンホールと下水道管との接合
部分を施工するのに際して、フランジ部とマンホールと
の間での水分の付着、残留は発生せず、接着不良は生じ
なかった。しかも、施工をきわめて容易に実施すること
ができるようになり、かつフランジ部の止水性能を、よ
り一層向上させることに成功した。
As described above, according to the present invention, when the joint portion between the manhole and the sewer pipe is constructed by using the rubber joint, the moisture between the flange portion and the manhole is prevented. No adhesion or residue occurred, and no adhesion failure occurred. Moreover, the construction can be performed extremely easily, and the water stopping performance of the flange portion has been further improved.

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

【図1】(a)はマンホール1の接合部分の周辺を示す
斜視図であり、(b)は、マンホール1の貫通孔3の周
辺を示す断面図である。
FIG. 1A is a perspective view showing the periphery of a joint portion of a manhole 1, and FIG. 1B is a sectional view showing the periphery of a through hole 3 of the manhole 1.

【図2】(a)は継ぎ手7を示す斜視図であり、(b)
は継ぎ手7を突出部の方から見た平面図である。
FIG. 2A is a perspective view showing a joint 7, and FIG.
[Fig. 6] is a plan view of the joint 7 as seen from the protruding portion.

【図3】本発明に係るマンホール1と下水道管14との
接合部分の構造を示す断面図である。
FIG. 3 is a sectional view showing a structure of a joint portion between a manhole 1 and a sewer pipe 14 according to the present invention.

【図4】従来例に係るマンホール1と下水道管14との
接合部分の構造を示す断面図である。
FIG. 4 is a cross-sectional view showing a structure of a joint portion between a manhole 1 and a sewer pipe 14 according to a conventional example.

【符号の説明】[Explanation of symbols]

1 マンホール 3 貫通孔 4 接着剤層 5 粘着剤シート 6 離型紙 7 ゴム製継ぎ手 8 筒状部 9 フランジ部 10A、10B 突出部 11、12 ブチルゴム系粘着剤層 13 締結用ゴムバンド 14 下水道管 DESCRIPTION OF SYMBOLS 1 Manhole 3 Through hole 4 Adhesive layer 5 Adhesive sheet 6 Release paper 7 Rubber joint 8 Cylindrical part 9 Flange part 10A, 10B Projection part 11, 12 Butyl rubber adhesive layer 13 Fastening rubber band 14 Sewer pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート製マンホールと下水道管と
の接合部分を施工する方法であって、 少なくとも筒状部と、この筒状部の半径方向に延設され
たフランジ部とを備えたゴム製継ぎ手を使用し、 前記マンホールの外壁面に前記マンホールの貫通孔を囲
むように粘着剤シートおよび離型紙を貼付けておき、前
記下水道管を前記マンホールの貫通孔に挿入し、前記下
水道管の端部に前記筒状部を同軸的に挿通させ、前記筒
状部の内側と前記下水道管との間に粘着剤層を設け、前
記離型紙を剥離させ、前記フランジ部と前記マンホール
の外壁面とを前記粘着剤シートを介在させて粘着させる
ことを特徴とする、マンホールと下水道管との接合部分
の施工方法。
1. A method for constructing a joint between a concrete manhole and a sewer pipe, the rubber joint comprising at least a tubular portion and a flange portion extending in the radial direction of the tubular portion. Using an adhesive sheet and release paper on the outer wall of the manhole so as to surround the through hole of the manhole, the sewer pipe is inserted into the through hole of the manhole, at the end of the sewer pipe. The tubular portion is coaxially inserted, an adhesive layer is provided between the inside of the tubular portion and the sewer pipe, the release paper is peeled off, and the flange portion and the outer wall surface of the manhole are A method for constructing a joint between a manhole and a sewer pipe, which is characterized in that an adhesive sheet is used for adhesion.
JP6283305A 1994-11-17 1994-11-17 Work method for connection part between manhole and sewage pipe Pending JPH08144308A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6283305A JPH08144308A (en) 1994-11-17 1994-11-17 Work method for connection part between manhole and sewage pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6283305A JPH08144308A (en) 1994-11-17 1994-11-17 Work method for connection part between manhole and sewage pipe

Publications (1)

Publication Number Publication Date
JPH08144308A true JPH08144308A (en) 1996-06-04

Family

ID=17663739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6283305A Pending JPH08144308A (en) 1994-11-17 1994-11-17 Work method for connection part between manhole and sewage pipe

Country Status (1)

Country Link
JP (1) JPH08144308A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH101961A (en) * 1996-06-18 1998-01-06 Shinmei Sangyo:Kk Mounting plate with cylindrical hole for repair or extension construction work of side-face hole in existing manhole
JP2014214593A (en) * 2013-04-30 2014-11-17 早川ゴム株式会社 Flexible joint, flexible joint structure, and method for assembling flexible joint
JP2015059371A (en) * 2013-09-20 2015-03-30 Jfeエンジニアリング株式会社 Construction method of gas conduit block valve pit

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH101961A (en) * 1996-06-18 1998-01-06 Shinmei Sangyo:Kk Mounting plate with cylindrical hole for repair or extension construction work of side-face hole in existing manhole
JP2014214593A (en) * 2013-04-30 2014-11-17 早川ゴム株式会社 Flexible joint, flexible joint structure, and method for assembling flexible joint
JP2015059371A (en) * 2013-09-20 2015-03-30 Jfeエンジニアリング株式会社 Construction method of gas conduit block valve pit

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