JPS59106697A - Middle push apparatus of propelling concrete pipe - Google Patents

Middle push apparatus of propelling concrete pipe

Info

Publication number
JPS59106697A
JPS59106697A JP15663283A JP15663283A JPS59106697A JP S59106697 A JPS59106697 A JP S59106697A JP 15663283 A JP15663283 A JP 15663283A JP 15663283 A JP15663283 A JP 15663283A JP S59106697 A JPS59106697 A JP S59106697A
Authority
JP
Japan
Prior art keywords
concrete pipe
pipe
sleeve
middle push
jack
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.)
Granted
Application number
JP15663283A
Other languages
Japanese (ja)
Other versions
JPS6237200B2 (en
Inventor
溝部 博
古谷 正男
義章 石井
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.)
Nippon Hume Pipe Co Ltd
Original Assignee
Nippon Hume Pipe 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 Nippon Hume Pipe Co Ltd filed Critical Nippon Hume Pipe Co Ltd
Priority to JP15663283A priority Critical patent/JPS59106697A/en
Publication of JPS59106697A publication Critical patent/JPS59106697A/en
Publication of JPS6237200B2 publication Critical patent/JPS6237200B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、推進用コンクリート管の中押し装置に関する
0 の加圧力によって管を推進させるものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a method for propelling a concrete pipe using a pressurizing force of 0 2 regarding an intermediate pushing device for a concrete pipe for propulsion.

この間ジヤツキの使用は数百回以上に及びこのため中押
し用スリーブ(コ)と挿入側コンクリート管(1)′の
間に土砂が侵入して挿入側コンクリート管(1−)の表
面を破損するおそれがあり、さらにこれが進んで管に亀
裂が入る事故の原因となっていた。
During this period, the jack has been used several hundred times or more, so there is a risk that earth and sand may enter between the intermediate pushing sleeve (C) and the concrete pipe on the insertion side (1)', damaging the surface of the concrete pipe on the insertion side (1-). This progressed further and caused cracks in the pipes, which led to accidents.

本発明は、このような推進用コンクリート管の中押し部
の止水性を完全にするための装置でとによって完全な止
水性を求めろことを目的とするものである。
The object of the present invention is to provide a device for perfecting the water-stopping property of the intermediate pressed portion of such a concrete propulsion pipe.

添付図面により本発明装置の実施例を説明すると、第1
図は中押し装置全体の断面図を示し、第2図は第1図A
点の拡大断面図を示す。第3図はコンクリート管(1)
′の挿口部の横断面を示すものである。())は先に埋
設しであるコンクリート管であってこのコンクリート管
(1) it中押し用のものであって受口側の管端部に
鋼板製の中押しスリーブ(、りを一体に成形しである。
Embodiments of the device of the present invention will be explained with reference to the accompanying drawings.
The figure shows a sectional view of the entire intermediate push device, and Figure 2 is Figure 1A.
An enlarged cross-sectional view of the point is shown. Figure 3 shows concrete pipe (1)
' shows a cross section of the insertion part. ()) is a concrete pipe that has been previously buried, and this concrete pipe (1) is for intermediate pressing, and a steel plate intermediate pressing sleeve is integrally formed at the pipe end on the socket side. It is.

(lyは前記中押し用のコンクリート管(1)に接続す
るコンクリート管であってこの管も中押し用の接続管で
あり挿口部を段差を設けて大きくとり、この部分に円筒
形の鉄板体(−1)を被憧し、コンクリート管(1)の
中押し用スリーブ(2)との相接する部分に数条の止水
ゴムリング(A)を装置する。このゴムリングは中押し
用ジヤツキ(3)の作動によって移動するのを防ぐため
係止用の環状鋼片(7)によって係止されている。この
環状鋼片(7)は図示される一体のように断面が円形の
ものでも角型のもの−たもよい。
(ly is a concrete pipe that connects to the concrete pipe (1) for intermediate pressing, and this pipe is also a connecting pipe for intermediate pressing, and the insertion part is made large with a step, and a cylindrical iron plate body ( -1), install several water-stop rubber rings (A) on the part of the concrete pipe (1) that is in contact with the intermediate pressing sleeve (2). ) is locked by a locking ring steel piece (7).This ring steel piece (7) may have a circular cross section as shown in the figure or a square one. Things - Tamoyoi.

図中符号(3)は中押し用のジヤツキであり、(lI)
は当輪であってジヤツキの作動によってコンクリート管
の端面を損傷しないように設けるものである。(g)は
コンクリート管(1)に一体に成形しである中押し用ス
リーブ(−2)のコンクリート面に介在させである止水
用の膨張性物質であり、この部分からの漏水、漏泥を防
止する。
The symbol (3) in the figure is the jack for middle pressing, and (lI)
This wheel is provided to prevent the end face of the concrete pipe from being damaged by the action of the jack. (g) is an expansible material for water-stopping that is interposed on the concrete surface of the intermediate pushing sleeve (-2) that is integrally molded with the concrete pipe (1), and prevents water and mud from leaking from this part. To prevent.

本発明の中押し装置は以上のような構造であるから推進
工法において中押し用ジヤツキ(3)を作動させて先方
のコンク’J −) 管(’)を順次土中に上人して行
くものでこのジヤツキ(、?)の作動は管路の敷設長さ
にもよるが数百回あるいはそれ以上にも及びこのため中
押しスリーブ(2)とコンクリート管(1)′の挿口側
とはその摩擦に耐え1しかも完全な漏水、漏泥を計らね
ばならず本発明のように挿口側コンクリート管(lyの
円周に円筒表面に設けた数条の止水ゴムリング(6)を
設け、1必・・す・グ(6)の前後金係止用塘状嗣片(
・)を設けるため挿口側コンクリート管(lyの表向の
破損もなくゴムリングの移動変形も防ぎ完全な水密性が
計られるものであって、従来この部分か −らの漏水、
漏泥によって発生した地盤陥没等の重大事故を未然に防
ぎ管の推進埋設作業を円滑に進められるものである。
Since the intermediate pushing device of the present invention has the above-described structure, in the propulsion method, the intermediate pushing jack (3) is operated to sequentially push the conch pipe (') into the soil. The operation of this jack (,?) is repeated several hundred times or more, depending on the length of the pipe laid, and therefore the friction between the intermediate push sleeve (2) and the insertion side of the concrete pipe (1)' In addition, it is necessary to completely prevent water leakage and mud leakage, and as in the present invention, several water-stop rubber rings (6) provided on the cylindrical surface are provided around the circumference of the concrete pipe (ly) on the inlet side. Must-have piece (6) for securing the front and rear metal
・) to ensure complete watertightness by preventing damage to the surface of the concrete pipe (ly) and preventing movement and deformation of the rubber ring.
This prevents serious accidents such as ground cave-ins caused by mud leakage, and facilitates pipe burying work.

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

第1図G1本発明の中押し装置反の全体の断面図を示し
、第2図は同要部Aの詳細断面図である。 又第3図はコンクリート管(1)′の横断面図を示すも
のである。 (1) + (1)’・・・・コンク リ − ト管(
2)・・・・中押し用スリーブ (3)・・・・中押し用ジヤツキ (す・・・・ジヤツキの当輪 (5)・・・・  ゛       欽狐俸(A)・・
・・止水ゴムリング (7)・・・・環状鋼片 54
FIG. 1 G1 shows a cross-sectional view of the entire intermediate press device of the present invention, and FIG. 2 is a detailed cross-sectional view of the main part A of the same. FIG. 3 shows a cross-sectional view of the concrete pipe (1)'. (1) + (1)'... Concrete pipe (
2)... Sleeve for middle push (3)... Jacket for middle push (su... Jack's ring (5)...
・・Water stop rubber ring (7) ・・Annular steel piece 54

Claims (1)

【特許請求の範囲】[Claims] コンクリート管(1) l (1)’の接合部の中間に
中押し用のジヤツキ(3)を装置して推進圧入する中押
し装置において、コンクリート管(1)の受口側に鋼板
製の中押しスリーブ(コ)を一体に埋設し、挿入側コン
クリート管(1)′の前記中押しスリーブ(コ)と相接
する個所の円周に円筒形鉄板体(5)を被覆し、さらに
この適当位置に数条の止水ゴムリング(A)を装増し・
該止水リング(6)の前後にゴムリング化の環状fi4
i1片(7)を装着する推進コンクリート管の中押し装
置。
In an intermediate pushing device that uses a jack (3) for intermediate pushing in the middle of the joint of a concrete pipe (1) l (1)', a steel plate intermediate pushing sleeve ( A cylindrical steel plate body (5) is placed around the circumference of the insertion side concrete pipe (1)' at the point where it comes into contact with the intermediate push sleeve (A), and several strips are placed at appropriate positions. Addition of water stop rubber ring (A)
An annular fi4 made of rubber rings before and after the water stop ring (6)
Medium pushing device for the propulsion concrete pipe to which the i1 piece (7) is attached.
JP15663283A 1983-08-26 1983-08-26 Middle push apparatus of propelling concrete pipe Granted JPS59106697A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15663283A JPS59106697A (en) 1983-08-26 1983-08-26 Middle push apparatus of propelling concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15663283A JPS59106697A (en) 1983-08-26 1983-08-26 Middle push apparatus of propelling concrete pipe

Publications (2)

Publication Number Publication Date
JPS59106697A true JPS59106697A (en) 1984-06-20
JPS6237200B2 JPS6237200B2 (en) 1987-08-11

Family

ID=15631922

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15663283A Granted JPS59106697A (en) 1983-08-26 1983-08-26 Middle push apparatus of propelling concrete pipe

Country Status (1)

Country Link
JP (1) JPS59106697A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009114652A (en) * 2007-11-02 2009-05-28 Sokushin Kogyo Kk Internal pushing method and internal pushing device
JP2012246678A (en) * 2011-05-27 2012-12-13 Nippon Hume Corp Center-extrusion propulsion pipe for propulsion engineering method and propulsion engineering method employing center-extrusion propulsion pipe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4980851B2 (en) * 2007-10-31 2012-07-18 清水建設株式会社 Tube seal structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009114652A (en) * 2007-11-02 2009-05-28 Sokushin Kogyo Kk Internal pushing method and internal pushing device
JP2012246678A (en) * 2011-05-27 2012-12-13 Nippon Hume Corp Center-extrusion propulsion pipe for propulsion engineering method and propulsion engineering method employing center-extrusion propulsion pipe

Also Published As

Publication number Publication date
JPS6237200B2 (en) 1987-08-11

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