JPH0630953Y2 - Thrust disperser - Google Patents

Thrust disperser

Info

Publication number
JPH0630953Y2
JPH0630953Y2 JP10331988U JP10331988U JPH0630953Y2 JP H0630953 Y2 JPH0630953 Y2 JP H0630953Y2 JP 10331988 U JP10331988 U JP 10331988U JP 10331988 U JP10331988 U JP 10331988U JP H0630953 Y2 JPH0630953 Y2 JP H0630953Y2
Authority
JP
Japan
Prior art keywords
casing
thrust
pressure chamber
pipe
soft duct
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 - Lifetime
Application number
JP10331988U
Other languages
Japanese (ja)
Other versions
JPH0226696U (en
Inventor
宏一 木村
Original Assignee
株式会社機動技術研究所
機動建設工業株式会社
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 株式会社機動技術研究所, 機動建設工業株式会社 filed Critical 株式会社機動技術研究所
Priority to JP10331988U priority Critical patent/JPH0630953Y2/en
Priority to AU34055/89A priority patent/AU612831B2/en
Priority to EP89304544A priority patent/EP0345945B1/en
Priority to DE8989304544T priority patent/DE68900176D1/en
Priority to US07/348,920 priority patent/US4936709A/en
Publication of JPH0226696U publication Critical patent/JPH0226696U/ja
Application granted granted Critical
Publication of JPH0630953Y2 publication Critical patent/JPH0630953Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 本考案は、地中に推進埋設される小口径軟質ダクトの推
力分散装置に係る。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a thrust dispersing device for a small-diameter soft duct that is propelled and buried underground.

〈従来技術〉 地中に軟質ダクトを推進する工法は、元押しジャッキ推
力を先頭管に賦与するケーシングを先頭管後端に着設
し、該ケーシングを被覆するように設けた軟質ダクトは
先頭管後端に緊結して牽引または一部直接ジャッキ推力
をかけて推進埋設する工法が一般に採用されている。
<Prior art> A method of propelling a soft duct in the ground is as follows: a casing that applies a pushing force to the front pipe is attached to the rear end of the front pipe, and the soft duct provided so as to cover the casing is the front pipe. A construction method in which the rear end is tightly connected and towed or partially propelled by direct jacking thrust is used.

さらに、最近、長距離の推進を可能とするために軟質ダ
クトにかかる推力集中を防止する方法として、各ケーシ
ング外部の複数箇所にリング状の膨脹リングを装備し、
該リングに気体または液体を供給させることにより、リ
ングを軟質ダクトに圧着させ、膨脹リングと軟質ダクト
との摩擦力作用によって、各々のケーシングで被覆する
各々の軟質ダクトを牽引していく推力分散装置が開発さ
れている。
Furthermore, recently, as a method of preventing thrust concentration on the soft duct to enable long-distance propulsion, ring-shaped expansion rings are equipped at multiple locations outside each casing,
A thrust dispersing device for feeding gas or liquid to the ring to press the ring to the soft duct and pulling each soft duct covered by each casing by the frictional force action between the expansion ring and the soft duct. Is being developed.

〈考案が解決しようとする問題点〉 従来技術による軟質ダクトへの推力伝達手段である牽引
や圧入方法では、双方共に推進延長の増加とともに推力
も増大し、軟質ダクトの牽引部や圧入部に推力集中がお
こり、軟質ダクトの破損部を招来している。
<Problems to be solved by the invention> In the traction and press-fitting methods, which are the thrust transmission means to the soft duct according to the conventional technology, both thrusts increase as the propulsion extension increases, and thrust is applied to the traction part and the press-fit part of the soft duct. Concentration occurs, causing damage to the soft duct.

また、最近採用されている膨脹リングによる工法では、
各軟質ダクトごとに均等で一定した推力分散を可能とし
たが、軟質ダクトに内接する膨脹リングの面積に限度が
あり、土質条件によっては軟質ダクト推力が大きくなる
場合があり、摩擦力が不足し、一部軟質ダクトに直接推
力をかけて推進しているのが現状である。
Also, with the recently adopted expansion ring construction method,
Although it was possible to evenly and uniformly disperse the thrust in each soft duct, the area of the expansion ring inscribed in the soft duct is limited, and the soft duct thrust may increase depending on the soil conditions, resulting in insufficient friction force. In the current situation, thrust is applied directly to some soft ducts.

また、膨脹リングが、ケーシング外部と軟質ダクト間の
空間を遮断するため、先頭管部への見通しがきかなく従
来用いられているターゲット、光学器による推進測量が
不可能となり、電磁誘導等による測量によらなければな
らない。この電磁誘導方式による測量は、距離による減
衰が著しく下水道のように布設精度を必要とする工法や
埋設管の深さが大きくなる場合には問題がある。さらに
同装置を小口径の先頭管部分に内蔵しなければならな
く、機構も複雑となり、製作費も高価なものとなってい
る。
In addition, since the expansion ring blocks the space between the outside of the casing and the soft duct, it is not possible to see into the front pipe part, making it impossible to carry out propulsion surveying using targets and optics that have been used conventionally, and surveying by electromagnetic induction etc. I have to ask. The survey by the electromagnetic induction method has a problem when the attenuation due to the distance is significant and the construction method that requires the laying accuracy or the depth of the buried pipe becomes large like the sewer system. In addition, the device must be built in the small-diameter head tube, the mechanism is complicated, and the manufacturing cost is high.

このケーシング外部と軟質ダクト間の空間遮断は、先頭
管部に装備された方向修正ジャッキ等を作動させる各種
配管材の配管や電気ケーブルの配線等にも支障をきたし
ているのが現状である。
At present, the blockage of the space between the outside of the casing and the soft duct also hinders the piping of various piping materials and the wiring of electric cables that operate the direction correcting jacks and the like mounted on the front pipe portion.

〈問題を解決するための手段及び方法〉 本考案は、各軟質ダクトの全内周面に均等な摩擦力を発
生させる機構とし、さらにケーシング外部と軟質ダクト
間の空間にターゲット及び各種配管材等の連通孔を確保
出来る装置を提供するものである。
<Means and Method for Solving the Problem> The present invention is a mechanism for generating an even frictional force on the entire inner peripheral surface of each soft duct, and a target and various piping materials in the space between the outside of the casing and the soft duct. It is intended to provide a device capable of ensuring the communication hole of the.

その方法としては、環状に形成した伸縮材を、ケーシン
グ外部の両端に固着したフランジ板で両端を緊結し圧力
室を形成させ、フランジ部に設けた連絡パイプより気体
または液体を供給することにより、伸縮材は膨脹して軟
質ダクトの略全内周面に密接して支持する。このように
して軟質ダクトの略全内周面に伸縮材を均等に圧着させ
ることにより小さな圧力で大きな摩擦力を発生させるこ
とができ、安定した分散牽引を可能とした。さらに、上
述したフランジ板による圧力室機構に、両フランジ板か
ら圧力室を貫通するとともに周囲の圧力室とは隔てられ
た貫通空間を設けているため、この貫通空間を、ターゲ
ット視準孔や配管材等を通す連通孔として利用すれば、
圧力室の加圧機能を阻害することなく、ターゲットによ
る測量作業や配管材の設置が可能となり、従来技術にお
ける問題点は解決された。
As the method, a stretchable material formed in a ring shape is formed by tightly connecting both ends with flange plates fixed to both ends outside the casing to form a pressure chamber, and by supplying gas or liquid from a connecting pipe provided in the flange portion, The elastic material expands and closely contacts and supports almost the entire inner peripheral surface of the soft duct. In this way, by uniformly crimping the elastic material on the substantially entire inner peripheral surface of the soft duct, a large frictional force can be generated with a small pressure, and stable dispersion traction is enabled. Furthermore, since the pressure chamber mechanism by the flange plate described above is provided with a through space that penetrates the pressure chambers from both flange plates and is separated from the surrounding pressure chambers, this through space is used as a target collimation hole or a pipe. If it is used as a communication hole for passing materials,
The target can be used for surveying work and the installation of piping materials without impeding the pressurizing function of the pressure chamber, and the problems in the prior art have been solved.

〈実施例〉 本考案による実施例を第1図、第2図および第3図に示
し、具体的に説明する。
<Embodiment> An embodiment according to the present invention will be described in detail with reference to FIGS. 1, 2, and 3.

本発明による装置は、先端切羽掘削土を立坑側へ搬送さ
せるオーガースクリュー9を内装した定尺より成るケー
シング2と、定尺ケーシング2の外側には該ケーシング
2を被覆するように略同長の軟質ダクト1が設置され
る。定尺ケーシング2外部の両端には中空状のフランジ
板3がケーシング2に固着され、該フランジ板3の外径
と略同径で環状に形成された伸縮材4が、両端フランジ
板に緊結され圧力室10を形成している。そして圧力室
10を加圧するための気体または液体を供給する連絡パ
イプ5がフランジ板3に設けられている。さらに各フラ
ンジ板3の上部には推進途中において先頭管部に設置さ
れたターゲットが常時見通し出来るようにターゲット視
準孔7が両フランジ板3を貫通して設置され、また下部
には先頭管部の方向修正を行う修正ジャッキの配管材や
電気ケーブル等を通す連通孔8が複数箇両フランジ板3
を貫通して設置された機構となっている。第2図に示す
ように、ターゲット視準孔7および連通孔8は、両フラ
ンジ板3から圧力室10内を貫通するとともに周囲の圧
力室10とは隔てられた筒状の貫通空間で構成されてお
り、圧力室10内の圧力が漏れることはない。
The apparatus according to the present invention comprises a casing 2 having a fixed length in which an auger screw 9 for conveying tip cutting excavated soil to the vertical shaft side is installed, and the outside of the fixed length casing 2 has substantially the same length so as to cover the casing 2. The soft duct 1 is installed. Hollow flange plates 3 are fixed to the casing 2 at both ends outside the fixed length casing 2, and an elastic material 4 formed in an annular shape having substantially the same diameter as the outer diameter of the flange plate 3 is tightly bonded to the flange plates at both ends. The pressure chamber 10 is formed. A connecting pipe 5 for supplying gas or liquid for pressurizing the pressure chamber 10 is provided on the flange plate 3. Further, a target collimation hole 7 is installed through both flange plates 3 above each flange plate 3 so that the target installed in the front pipe part can always be seen during the propulsion. Plural communication holes 8 for passing the piping material and electric cable of the correction jack for correcting the direction of
It is a mechanism installed through. As shown in FIG. 2, the target collimation hole 7 and the communication hole 8 are constituted by a cylindrical through space which penetrates the inside of the pressure chamber 10 from both flange plates 3 and is separated from the surrounding pressure chambers 10. Therefore, the pressure in the pressure chamber 10 does not leak.

本推力分散装置を用いた1実施例について説明すると、
立坑内に先頭管が設置され、先頭管後方に上記装置が冠
接され設置される。設置が終わると連絡パイプ5より気
体または液体が圧力室10に供給され、伸縮材4を加圧
し、外側軟質ダクト1の全内周面に密接し、軟質ダクト
1を支持する。次にオーガースクリュー9を回転させて
先端切羽の掘削及び掘削土の搬送を行うと共に、先頭管
に着設されたケーシング2の尾端に元押しジャッキ推力
が伝達され、先頭管及びケーシング2は地中に推進され
ていく。この時外側軟質ダクト1は、伸縮材4の摩擦力
により牽引され、ケーシング2と共に前進していく。1
本目の推進が完了すると、連絡パイプ5のバルブ6が閉
じられ、1本目の軟質ダクト1は伸縮材4の圧着によっ
て保持されている。そして2本目の推力分散装置が接
続、設置され、前記と同様に気体または液体が連絡パイ
プ5を通じて2本目、1本目の加圧室10に供給され、
各軟質ダクト1は、被覆した各ケーシング2の伸縮材4
により内面を圧着され支持される。この時1本目分散装
置の連絡パイプ5のバルブ6は開かれている。そしてオ
ーガースクリュー9を回転させながら2本目ケーシング
2の尾端にジャッキ推力を伝達させ、推進を行う。この
ようにして順次上記作業を繰り返しながら推進を完了さ
せ、連絡パイプ5より気体または液体を開放させること
により伸縮材4を縮少させた後、先頭管やケーシング2
及びオーガースクリュー9を撤去し、軟質ダクト1の推
進を完了する。このようにして1本の軟質ダクト1は、
被覆した1本のケーシング2に設けられた伸縮材4の全
内周面内接により、大きな摩擦力によって牽引されてい
く機構となっている。
A description will be given of one embodiment using this thrust dispersing device.
A front pipe is installed in the vertical shaft, and the above device is installed behind the front pipe. When the installation is completed, gas or liquid is supplied to the pressure chamber 10 from the communication pipe 5, pressurizes the stretchable material 4 and makes close contact with the entire inner peripheral surface of the outer soft duct 1 to support the soft duct 1. Next, the auger screw 9 is rotated to excavate the tip face and convey the excavated soil, and at the same time, the pushing jack thrust is transmitted to the tail end of the casing 2 attached to the leading pipe, and the leading pipe and the casing 2 are grounded. Will be promoted inside. At this time, the outer soft duct 1 is pulled by the frictional force of the elastic member 4 and moves forward together with the casing 2. 1
When the main propulsion is completed, the valve 6 of the connecting pipe 5 is closed, and the first soft duct 1 is held by the compression of the elastic material 4. Then, the second thrust dispersing device is connected and installed, and gas or liquid is supplied to the second and first pressurizing chambers 10 through the connecting pipe 5 in the same manner as described above.
Each soft duct 1 is covered by the elastic member 4 of each casing 2.
The inner surface is crimped and supported by. At this time, the valve 6 of the communication pipe 5 of the first dispersion device is opened. Then, the jack thrust is transmitted to the tail end of the second casing 2 while rotating the auger screw 9 to perform propulsion. In this way, the propulsion is completed while repeating the above work in sequence, and the elastic material 4 is reduced by releasing gas or liquid from the communication pipe 5, and then the leading pipe and the casing 2
And the auger screw 9 is removed, and the propulsion of the soft duct 1 is completed. In this way, one soft duct 1
The mechanism is such that it is pulled by a large frictional force due to the inner contact of the entire inner peripheral surface of the elastic member 4 provided in the single covered casing 2.

なお、伸縮材4としては、ゴム材が使用され、土質、推
進延長等の諸条件によってゴム材の厚さ、硬度等が変え
られる。
A rubber material is used as the elastic material 4, and the thickness, hardness, etc. of the rubber material can be changed according to various conditions such as soil properties and propulsion extension.

〈考案の効果〉 本考案は、各ケーシング外部に伸縮材とフランジ板より
成る圧力室を形成することにより、各軟質ダクトの全内
周面に均等な摩擦力を発生させることが可能になり、安
定した牽引が可能となり、軟質ダクトへの推力賦与は皆
無となった。さらに上記圧力室機構とすることによりタ
ーゲット視準孔や連通孔の設置が可能となり、従来技術
で問題となっていた光学測量や配管材等の配線を可能と
した。
<Effect of the Invention> The present invention makes it possible to generate a uniform frictional force on the entire inner peripheral surface of each soft duct by forming a pressure chamber composed of an elastic material and a flange plate outside each casing. Stable towing became possible, and no thrust was applied to the soft duct. Furthermore, by using the pressure chamber mechanism described above, it is possible to install a target collimation hole and a communication hole, and it has become possible to wire optical surveying and piping materials, which have been problems in the prior art.

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

第1図は、本考案の推力分散装置を示す横断面説明図。
第2図は、第1図の矢視A−A部の縦断面説明図。第3
図は、同装置の使用状況を示す縦断面説明図。 なお、図中11は軟質ダクト継手。12はケーシング継
手を示す。
FIG. 1 is a cross-sectional explanatory view showing a thrust dispersing device of the present invention.
FIG. 2 is a vertical cross-sectional explanatory view of a portion AA of FIG. Third
The figure is a longitudinal cross-sectional explanatory view showing the usage of the device. In the figure, 11 is a soft duct joint. Reference numeral 12 represents a casing joint.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】元押しジャッキ推力を先端先頭管に賦与す
るケーシングを推進し、該ケーシングを被覆するように
設けた軟質ダクトを先頭管に緊結して牽引または一部直
接推力を与えて推進埋設する工法において、オーガース
クリューを内装した定尺より成るケーシングと、ケーシ
ング外部の両端に固着したフランジ板と、両端を該板に
よって緊結された環状の伸縮材より形成される圧力室
と、圧力室を加圧するための気体または液体を供給する
パイプを各フランジ部に設けた連絡パイプと、さらに両
端フランジ板から圧力室を貫通するとともに周囲の圧力
室とは隔てられて設けられた貫通空間より構成され、前
記圧力室に気体または液体を供給することで、前記環状
の伸縮材が膨張して、ケーシングを被覆するように設け
られた軟質ダクトの内面に環状の伸縮材が圧着されるよ
うになっていることを特徴とした推力分散装置。
Claims: 1. A casing for imparting a thrust force to the leading end pipe is propelled, and a soft duct provided so as to cover the casing is tightly connected to the leading pipe to pull or partially thrust to directly embed it. In the construction method, a casing consisting of a fixed length containing an auger screw, a flange plate fixed to both ends outside the casing, a pressure chamber formed of an annular elastic material tightly bound at both ends by a plate, and a pressure chamber It is composed of a connecting pipe in which a pipe for supplying gas or liquid for pressurizing is provided in each flange portion, and a through space which is further provided so as to penetrate the pressure chamber from both end flange plates and is separated from the surrounding pressure chambers. By supplying gas or liquid to the pressure chamber, the annular expansion member expands, and the flexible duct provided so as to cover the casing. Thrust dispersion apparatus, characterized in that the annular elastic member is adapted to be crimped to the surface.
JP10331988U 1988-06-08 1988-08-03 Thrust disperser Expired - Lifetime JPH0630953Y2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP10331988U JPH0630953Y2 (en) 1988-08-03 1988-08-03 Thrust disperser
AU34055/89A AU612831B2 (en) 1988-06-08 1989-05-04 Method and apparatus for laying pipes in the ground with advance of propulsion shafts installed with pipe-supporting attachments
EP89304544A EP0345945B1 (en) 1988-06-08 1989-05-05 Method and apparatus for laying pipes in the ground with advance of propulsion shafts installed with pipe-supporting attachments
DE8989304544T DE68900176D1 (en) 1988-06-08 1989-05-05 METHOD AND DEVICE FOR LAYING PIPES IN THE FLOOR BY FEEDING BY MEANS OF DRIVE SHAFTS MOUNTED ON THE PIPE SUPPORT FASTENINGS.
US07/348,920 US4936709A (en) 1988-06-08 1989-05-08 Method and apparatus for laying pipes in the ground with advance of propulsion shafts installed with pipe-supporting attachments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10331988U JPH0630953Y2 (en) 1988-08-03 1988-08-03 Thrust disperser

Publications (2)

Publication Number Publication Date
JPH0226696U JPH0226696U (en) 1990-02-21
JPH0630953Y2 true JPH0630953Y2 (en) 1994-08-22

Family

ID=31334040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10331988U Expired - Lifetime JPH0630953Y2 (en) 1988-06-08 1988-08-03 Thrust disperser

Country Status (1)

Country Link
JP (1) JPH0630953Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0696945B2 (en) * 1988-11-26 1994-11-30 機動建設工業株式会社 Method and device for burial of buried pipe
JP4718579B2 (en) * 2008-04-21 2011-07-06 川崎重工業株式会社 Synthetic resin pipe burying equipment

Also Published As

Publication number Publication date
JPH0226696U (en) 1990-02-21

Similar Documents

Publication Publication Date Title
JPH0630953Y2 (en) Thrust disperser
US4067200A (en) Device and method for installing ducts in holes produced by soil piercing tool
JPH02101281A (en) Ram boring machine laying supply pipe in groove-less manner
JPH0645516Y2 (en) Thrust dispersion device for small diameter pipes
JPH07545Y2 (en) Thrust disperser
JPH02144498A (en) Driving and burying method of buried pipe and device therefor
JPH102191A (en) Pipe-jacking device
JP3526406B2 (en) Protective cover and storage method for cable / hose for advanced equipment of small-diameter pipeline propulsion machine
JPH0266293A (en) Porous pipe used in thrust process and thrust process therefor
JPS621074B2 (en)
JP2002266590A (en) Existing pipe replacing method
JP3519287B2 (en) Self-propelled new pipe propulsion device and underground pipe replacement method
JP3961071B2 (en) Double propulsion machine for pipe pushing
JP2001234700A (en) Tunnel backfilling device, and tunnel backfilling method
JP2754172B2 (en) Long-distance propulsion method
JPH11141736A (en) Renovating device for pipe
JPS6280384A (en) Method of replacement construction of residual pipe
JPH06257382A (en) Propulsive pipe for many lines of piping and piping method thereof
JP3519829B2 (en) Underground pipe peripheral friction reduction method
JPH0642290A (en) Advancing method for embedded pipe
JPH03110296A (en) Excavation work and double-tube type preceding pipe therefor
JPS6134557B2 (en)
JP2719299B2 (en) Forward conduit
JP3001837B2 (en) Pipe drawing device
JPS62160015A (en) Method of repairing underground conduit