JPS6156390B2 - - Google Patents

Info

Publication number
JPS6156390B2
JPS6156390B2 JP10017283A JP10017283A JPS6156390B2 JP S6156390 B2 JPS6156390 B2 JP S6156390B2 JP 10017283 A JP10017283 A JP 10017283A JP 10017283 A JP10017283 A JP 10017283A JP S6156390 B2 JPS6156390 B2 JP S6156390B2
Authority
JP
Japan
Prior art keywords
concrete pipe
rubber rings
pushing
jack
concrete
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
JP10017283A
Other languages
Japanese (ja)
Other versions
JPS5915195A (en
Inventor
Hiroshi Mizobe
Masao Furuya
Yoshiaki Ishii
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 JP10017283A priority Critical patent/JPS5915195A/en
Publication of JPS5915195A publication Critical patent/JPS5915195A/en
Publication of JPS6156390B2 publication Critical patent/JPS6156390B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

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。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an intermediate pushing device for propelling concrete pipes.

地中にコンクリート管を加圧しながら埋設する
推進工法は管路が長くなると竪坑からの加圧力で
は管が進まずその中間に中押し用のジヤツキを使
用してこのジヤツキの押圧力と竪坑からの加圧力
によつて管を推進させるものである。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2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、さらにジヤツキの外周に設
けてある中押し用スリーブと挿口側のコンクリー
ト管1′の間に設けてある止水用のゴムリングは
この摩擦のために擦り切れて止水の用をなさなく
なる。
In the propulsion method of burying a concrete pipe underground while pressurizing it, if the pipe is long, the pressure from the shaft will not advance the pipe, and a jack for intermediate pushing is used in the middle to combine the pushing force of this jack with the pressure from the shaft. The tube is propelled by pressure. During this period, the jack has been used several hundred times or more, and as a result, there is a risk that earth and sand may enter between the intermediate pushing sleeve 2 and the insertion-side concrete pipe 1' and damage the surface of the insertion-side concrete pipe 1. Due to this friction, the water-stopping rubber ring provided between the intermediate push sleeve and the concrete pipe 1' on the insertion side wears out and becomes useless for water-stopping.

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あつ
て、挿口側コンクリート管の円周に円筒形の鉄板
体を被覆して管の強度を高めると共にこの表面に
数条の止水用のゴムリングを設けることによつて
完全な止水性を求め、さらにコンクリート管の管
壁に滑剤注入用の透孔を設け、この透孔から前記
数条のゴムリング間に滑剤を注入して充填しゴム
リングの摩擦を防ぐことを目的とするものであ
る。
The present invention is a device for perfecting the water-tightness of the intermediate pushing part of such a concrete pipe for propulsion, and in which the circumference of the concrete pipe on the insertion side is covered with a cylindrical iron plate body to increase the strength of the pipe. At the same time, several rubber rings are installed on the surface of the concrete pipe to ensure complete water-stopping properties.Furthermore, through-holes for injecting lubricant are provided in the wall of the concrete pipe, and through these holes, several rubber rings are installed for water-stopping. The purpose of this is to inject and fill the space between the rubber rings with a lubricant to prevent friction between the rubber rings.

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′の透孔部の横断面を示すもの
である。1は先に埋設してあるコンクリート管で
あつてこのコンクリート管1は中押し用のもので
あつて受口側の管端部に鋼板製の中押しスリーブ
2を一体に成形してある。1′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
つ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8を被覆し、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
6を装置する。このゴムリングは中押し用ジヤツ
キ3の作動によつて移動するのを防ぐため係止用
の環状鋼片7によつて係止されている。この環状
鋼片7は図示される鋼板のように断面が円形のも
のでも角型のものでもよい。そしてこの数条の止
水ゴムリング6の間には第2図ならびに第3図に
示すようにコンクリート管1′の管壁に透孔5を
形成するものである。この透孔5は図示されるよ
うに数個所設けるものであつてこの透孔5から滑
剤を矢印のように注入して前記数条の止水ゴムリ
ング6の間に充填するものである。
An embodiment of the device of the present invention will be described with reference to the accompanying drawings. FIG. 1 shows a sectional view of the entire intermediate push device, and FIG. 2 shows an enlarged sectional view of point A in FIG. 1. FIG. 3 shows a cross section of the through hole portion of the concrete pipe 1'. Reference numeral 1 denotes a concrete pipe which has been previously buried, and this concrete pipe 1 is for intermediate pressing, and an intermediate pressing sleeve 2 made of a steel plate is integrally formed at the pipe end on the receiving side. Reference numeral 1' denotes a concrete pipe connected to the concrete pipe 1 for intermediate pressing. This pipe is also a connecting pipe for intermediate pressing, and the insertion part is made large with a step, and this part is covered with a cylindrical iron plate body 8. Then, several water-stop rubber rings 6 are installed at the part of the concrete pipe 1 that comes into contact with the intermediate pressing sleeve 2. This rubber ring is locked by a locking annular steel piece 7 to prevent it from moving due to the operation of the intermediate push jack 3. The annular steel piece 7 may have a circular cross section like the steel plate shown in the figure or a square cross section. As shown in FIGS. 2 and 3, a through hole 5 is formed in the wall of the concrete pipe 1' between the several water stop rubber rings 6. Several through holes 5 are provided as shown in the figure, and the lubricant is injected from the through holes 5 in the direction of the arrows and filled between the several water stop rubber rings 6.

図中符号3は中押し用のジヤツキであり、4は
当輪であつてジヤツキの作動によつてコンクリー
ト管の端面を損傷しないように設けるものであ
る。9はコンクリート管1に一体に形成してある
中押し用ジヤツキ2のコンクリート面に介在させ
て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。
In the figure, reference numeral 3 is a jack for intermediate pushing, and 4 is a stopper wheel, which is provided to prevent damage to the end face of the concrete pipe due to the operation of the jack. Reference numeral 9 denotes a water-stopping expansible material interposed on the concrete surface of the intermediate pushing jack 2 integrally formed with the concrete pipe 1, and prevents water leakage and mud leakage from this part.

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リート管1を順次土中に圧入
して行くものでこのジヤツキ3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、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1′の円周に円筒形の鉄板体8
を被覆し、さらにこの鉄板体8の表面に設けた数
条の止水ゴムリング6の較に滑剤を注入充填して
おけば、挿口側コンクリート管1′の表面を破損
もなくゴムリングの摩耗も防ぎ完全な水密性が計
られるものであつて、従来この部分からの漏水、
漏泥によつて発生した地盤陥没等の重大事故を末
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-mentioned structure, the intermediate pushing jack 3 is operated in the propulsion method to press the concrete pipe 1 into the soil one after another. Depending on the length of installation, this may be repeated several hundred times or more, so the intermediate push sleeve 2 and the insertion side of the concrete pipe 1' must be able to withstand the friction, and also take measures to ensure complete leakage of water and mud. As in the invention, a cylindrical iron plate body 8 is provided around the circumference of the concrete pipe 1' on the inlet side.
If a lubricant is injected and filled between the several water-stop rubber rings 6 provided on the surface of the steel plate 8, the surface of the concrete pipe 1' on the insertion side can be covered with rubber rings without damage. It prevents wear and is completely watertight, and conventionally, water leaks from this part.
This will prevent serious accidents such as ground cave-ins caused by mud leakage and allow pipe burying work to proceed smoothly.

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

第1図は本発明の中押し装置の全体の断面図を
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′の挿口側の滑剤注入
孔部の横断面図を示すものである。 1,1′……コンクリート管、2……中押し用
スリーブ、3……中押し用ジヤツキ、4……ジヤ
ツキの当輪、5……滑剤注入孔、6……止水ゴム
リング、8……円筒形鉄板体。
FIG. 1 shows a sectional view of the entire intermediate press device of the present invention, and FIG. 2 is a detailed sectional view of the main part A of the same. FIG. 3 is a cross-sectional view of the lubricant injection hole on the insertion side of the concrete pipe 1'. 1, 1'... Concrete pipe, 2... Sleeve for intermediate push, 3... Jack for middle push, 4... Jack ring, 5... Lubricant injection hole, 6... Water stop rubber ring, 8... Cylindrical Shaped iron plate body.

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリート管1,1′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の受口側に銅
板製の中押しスリーブ2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2と相
接する個所の円周に円筒形鉄板体8を被覆し、さ
らにこの適当装置に数条の止水ゴムリング6を装
着し、該止水リング6の前後にゴムリング止の環
状鋼片7を装着すると共に、該数条の止水ゴムリ
ング6の中間位置に滑剤注入用の孔5を貫通して
なり、コンクリート管1,1′の接合部の中間に
中押し用のジヤツキ3を装置し前記孔5より滑材
をゴムリング6間に注入充填してなる推進用コン
クリート管の中押し装置。
1. In an intermediate pushing device that installs a jack 3 for intermediate pushing in the middle of the joint of concrete pipes 1 and 1' and presses it in, a middle pushing sleeve 2 made of a copper plate is integrally buried on the receiving side of the concrete pipe 1, and the intermediate pushing sleeve 2 is inserted. A cylindrical steel plate body 8 is coated around the circumference of the side concrete pipe 1' at the point where it contacts the intermediate push sleeve 2, and several water stop rubber rings 6 are attached to this appropriate device. An annular steel piece 7 for stopping rubber rings is attached to the front and rear of the rubber ring, and a hole 5 for injecting a lubricant is penetrated at an intermediate position between the several water stop rubber rings 6 to form a joint between the concrete pipes 1 and 1'. This is an intermediate pushing device for a concrete pipe for propulsion, in which a jack 3 for intermediate pushing is installed in the middle of the concrete pipe, and a slipping material is injected and filled between the rubber rings 6 from the hole 5.
JP10017283A 1983-06-07 1983-06-07 Intermediate pusher of concrete pipe for excavation Granted JPS5915195A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10017283A JPS5915195A (en) 1983-06-07 1983-06-07 Intermediate pusher of concrete pipe for excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10017283A JPS5915195A (en) 1983-06-07 1983-06-07 Intermediate pusher of concrete pipe for excavation

Publications (2)

Publication Number Publication Date
JPS5915195A JPS5915195A (en) 1984-01-26
JPS6156390B2 true JPS6156390B2 (en) 1986-12-02

Family

ID=14266898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10017283A Granted JPS5915195A (en) 1983-06-07 1983-06-07 Intermediate pusher of concrete pipe for excavation

Country Status (1)

Country Link
JP (1) JPS5915195A (en)

Also Published As

Publication number Publication date
JPS5915195A (en) 1984-01-26

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