JP2002364289A - Device and propulsion pipe for preventing backing - Google Patents

Device and propulsion pipe for preventing backing

Info

Publication number
JP2002364289A
JP2002364289A JP2001170463A JP2001170463A JP2002364289A JP 2002364289 A JP2002364289 A JP 2002364289A JP 2001170463 A JP2001170463 A JP 2001170463A JP 2001170463 A JP2001170463 A JP 2001170463A JP 2002364289 A JP2002364289 A JP 2002364289A
Authority
JP
Japan
Prior art keywords
propulsion
pipe
backing
propulsion pipe
pair
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
JP2001170463A
Other languages
Japanese (ja)
Other versions
JP3751222B2 (en
Inventor
Nobuhiko Kimura
村 信 彦 木
Keiji Iso
圭 伺 磯
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.)
Kidoh Construction Co Ltd
Original Assignee
Kidoh Construction 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 Kidoh Construction Co Ltd filed Critical Kidoh Construction Co Ltd
Priority to JP2001170463A priority Critical patent/JP3751222B2/en
Publication of JP2002364289A publication Critical patent/JP2002364289A/en
Application granted granted Critical
Publication of JP3751222B2 publication Critical patent/JP3751222B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a device and a propulsion pipe, which efficiently prevent backing making a propulsion-pipe train pushed back to the side of a starting shaft due to a pipe connection during pipe jacking construction under a pipe jacking method for burying the propulsion pipe, etc., in the ground. SOLUTION: This backing preventing device prevents the backing making the propulsion-pipe train pushed back into the starting shaft by hydraulic pressure and earth pressure, which act on a face plate, at an end, of a boring machine, when the propulsion pipe is connected during the pipe jacking construction. The backing preventing device comprises a pair of supporting materials which are installed ahead of the inside of the starting shaft in such a manner as to face both side surfaces of the propulsion pipe, holding fittings which are provided inside the supporting materials and curved along an outer periphery of the propulsion pipe, tendons which make the supporting materials fastened at a plurality of places, and fixing materials which make the supporting materials fixed to prevent the supporting materials from being displaced backward with respect to a pipe jacking direction. Additionally, the propulsion pipe for preventing the backing, which prevents the backing by using the backing preventing device, is provided with a ring-shaped recess ahead of a steel collar in the rear of the propulsion pipe so as to allow the holding fitting of the supporting material to fall into the recess.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地中に推進管等を
埋設していく推進工法において、推進施工中の管接続時
に推進管列が発進立坑側に押し戻されるバッキングを防
止する装置と推進管に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion method in which a propulsion pipe or the like is buried underground. It is about pipes.

【0002】[0002]

【従来技術】推進工法は、推進管列の先端に設置した掘
進機の面板で前方の地盤を切削しながら、発進立坑内に
設置した元押しジャッキで推進管列の後端を押圧するこ
とによって、掘進機及び推進管を所定の位置に埋設して
いく方法が一般に多く用いられている。推進施工中にお
ける推進管の据付けは、1本分の推進管の埋設が完了す
ると、元押しジャッキを縮小して推進管と元押しジャッ
キの間にできたスペースに次の推進管を据付け、据付け
た推進管の後端を元押しジャッキで押圧することによっ
て、前の推進管との接続を行う方法が用いられている。
しかし、地下水圧や土圧の大きい土質条件下では、掘進
機先端の面板に大きな水圧や土圧が作用し、元押しジャ
ッキを縮小した時に、掘進機とともに後続する推進管列
が後方の発進立坑側に押し戻されてバッキングが発生す
る。このため、次の推進管を据付けるスペースがなくな
ったり、発進抗口壁の止水ゴムが推進管の抜けによって
反転して止水性がなくなり、地下水や土砂が立坑内に噴
発するという問題が発生していた。
2. Description of the Related Art The propulsion method is based on pressing the rear end of a row of propulsion pipes with a main push jack installed in a starting shaft while cutting the ground in front of the excavator at the end of the row of propulsion pipes. In general, a method of embedding an excavator and a propulsion pipe at a predetermined position is widely used. The installation of the propulsion pipe during the propulsion construction, once the embedding of one propulsion pipe is completed, reduce the main push jack and install the next propulsion pipe in the space formed between the propulsion pipe and the main push jack, and install A method is used in which the rear end of the propulsion pipe is pressed with a main push jack to connect the propulsion pipe to a previous propulsion pipe.
However, under soil conditions with high groundwater pressure and earth pressure, large water pressure and earth pressure act on the face plate at the tip of the excavator, and when the main push jack is reduced, the propulsion pipe line that follows the excavator and the subsequent It is pushed back to the side and backing occurs. For this reason, there is no space for installing the next propulsion pipe, or the waterproof rubber on the start entrance wall reverses due to the removal of the propulsion pipe and loses water stoppage, causing problems such as groundwater and earth and sand spouting in the shaft. Was.

【0003】このため、推進管の両側面にアンカーボル
トを埋め込み、発進立坑壁に設けた設けたアンカーとワ
イヤーや鋼材で緊結して固定することにより、アンカー
ボルトのせん断力によって推進管のバッキングを防止す
る方法が一般に用いられている。
[0003] For this reason, anchor bolts are embedded in both sides of the propulsion pipe, and the anchors provided on the starting shaft are fixed to each other with wires or steel materials so that the backing of the propulsion pipe is performed by the shearing force of the anchor bolts. Prevention methods are commonly used.

【0004】[0004]

【発明が解決しようとする課題】前記したバッキング防
止技術では、土被りが浅く、推進管の口径が小さい推進
施工では、バッキング力が比較的小さいために、効果を
発揮するが、推進管の外壁部にアンカーボルトを固定す
るためのアンカーを多数埋め込み設置する必要があり、
推進管製作時の作業が複雑となる。また、推進施工時に
於いても、元押しジャッキの縮小前に推進管外壁のアン
カー部にアンカーボルトを取り付け、発進立坑壁に設け
たアンカーとワイヤー等で緊結し、その後元押しジャッ
キを縮小して、その空間に次の推進管を吊り降ろし、前
の推進管と接続後にワイヤーを取り外し、推進管外壁に
取り付けたアンカーボルトを撤去するという繁雑な作業
であり、推進管を埋設するためにかける時間を著しく少
なくしていた。特に大口径の推進管であったり、比較的
大きなバッキング力が作用する場合は、アンカーボルト
の数が多くなり、アンカーボルトの設置、撤去に時間が
かかり推進管の埋設にかける時間がとれないという問題
も発生する。さらに、推進管外壁のアンカー部分に集中
してアンカーボルトの力が作用するため、外壁を損傷す
るという問題も発生している。
In the above-mentioned backing prevention technology, the effect of the backing force is relatively small in the case of the propulsion construction in which the earth covering is shallow and the diameter of the propulsion pipe is small because the backing force is relatively small. It is necessary to embed and install a large number of anchors for fixing anchor bolts to the part,
The work of manufacturing the propulsion pipe becomes complicated. Also, at the time of propulsion construction, before the main jack was reduced, attach the anchor bolt to the anchor of the outer wall of the propulsion pipe, tie it with the anchor provided on the starting shaft wall, and then reduce the main jack. Hangs the next propulsion pipe in that space, removes the wire after connecting with the previous propulsion pipe, and removes the anchor bolts attached to the outer wall of the propulsion pipe. Was significantly reduced. Especially in the case of a large-diameter propulsion pipe or when a relatively large backing force is applied, the number of anchor bolts increases, so it takes time to install and remove the anchor bolts, and it takes no time to bury the propulsion pipe. Problems also arise. Further, since the force of the anchor bolt acts on the anchor portion of the outer wall of the propulsion pipe, the outer wall is damaged.

【0005】このため、本発明は、推進管の外壁を損傷
させることなく、推進管のバッキング防止を効率よく簡
単に行えるバッキング防止装置およびバッキング防止用
推進管を提供するものである。
[0005] Therefore, the present invention provides a backing prevention device and a backing prevention propulsion tube that can efficiently and easily prevent backing of the propulsion tube without damaging the outer wall of the propulsion tube.

【0006】[0006]

【課題を解決するための手段】すなわち本発明は、推進
施工中の推進管接続時に、先端の掘進機面板に作用する
水圧や土圧によって、推進管列が発進立坑内に押し戻さ
れるバッキングを防止する装置であって、発進立坑内前
方に、推進管の両側面に対向するように設置した一対の
支持材と、前記一対の支持材の内側に装備し、推進管の
外周に沿って湾曲させた押さえ金具と、前記一対の支持
材を複数箇所で締め付ける緊張材と、前記一対の支持材
を推進方向の後方に移動しないように固定する固定材と
により構成されるバッキング防止装置である。また、前
記に記載のバッキング防止装置を用いてバッキングを防
止する推進管であって、推進管後方の鋼製カラーの前方
に前記支持材の押さえ金具が落ち込めるようにリング状
に凹部を設けたバッキング防止用推進管である。
That is, the present invention prevents backing in which a row of propulsion pipes is pushed back into the starting shaft by water pressure or earth pressure acting on the excavator face plate at the tip when the propulsion pipe is connected during propulsion construction. A pair of support members installed in front of the start shaft and opposed to both side surfaces of the propulsion tube, and provided inside the pair of support members, and curved along the outer periphery of the propulsion tube. A backing prevention device comprising a holding metal, a tension member for tightening the pair of support members at a plurality of locations, and a fixing member for fixing the pair of support members so as not to move backward in the propulsion direction. Further, a propulsion tube for preventing backing using the backing prevention device described above, wherein a recess is provided in a ring shape so that the holding member of the support material can be dropped in front of a steel collar behind the propulsion tube. This is a backing prevention propulsion tube.

【0007】支持材は、押さえ金具で推進管の外周を圧
接するために比較的強度を有していることが必要であ
り、H型鋼等による鋼材が使用される。支持材の長さ
は、推進管の上部で締め付けるために推進管の外径より
長く製作されている。支持材に装備される押さえ金具
は、推進管の外周に沿って湾曲して製作され、円周方向
に所定の長さを持って支持材からの締め付け力を均等に
分散させる。押さえ金具の接触面には、ゴム材を装着す
ることによって大きな摩擦力を発生させることができ
る。
[0007] The support material must have relatively high strength in order to press the outer periphery of the propulsion tube with the holding metal, and a steel material such as an H-shaped steel is used. The length of the support is made longer than the outer diameter of the propulsion tube to clamp at the top of the propulsion tube. The holding member provided on the supporting member is formed to be curved along the outer periphery of the propulsion pipe, and has a predetermined length in the circumferential direction to evenly distribute the tightening force from the supporting member. A large frictional force can be generated by attaching a rubber material to the contact surface of the holding member.

【0008】緊張材は、一対の支持材を内側に引張るこ
とによって、推進管の外周を押さえ金具で締め付け固定
する。緊張手段としては、PC鋼材等による緊張やチェ
ーンブロック等による従来技術による装置を用いればよ
い。緊張材の設置箇所は、推進管の支障とならない上方
と下方の2箇所に設けられる
The tension member tightens and fixes the outer periphery of the propulsion tube with a holding metal by pulling the pair of support members inward. As the tensioning means, a device according to the prior art using a tension such as a PC steel material or a chain block may be used. Tensioners are installed at two locations, upper and lower, where they do not hinder the propulsion pipe.

【0009】固定材は、前記した一対の支持材が推進方
向の後方に移動しないように、支持材の後方に配置され
て固定されている。固定材の固定方法としては、発進立
坑壁の後方から推進管の両側面に支持材によって支持す
る方法や発進立坑壁の前方に設けたアンカーによって支
持する方法等を採用すればよい。固定材としては、比較
的大きなバッキング力を支持する必要があり、強度のあ
るH型鋼材等が用いられる。
The fixing member is disposed and fixed behind the supporting member so that the pair of supporting members do not move rearward in the propulsion direction. As a fixing method of the fixing member, a method of supporting the supporting shaft on both sides of the propulsion pipe from behind the starting shaft wall with a supporting material, a method of supporting the anchoring member provided in front of the starting shaft wall, or the like may be adopted. As the fixing material, it is necessary to support a relatively large backing force, and a strong H-shaped steel material or the like is used.

【0010】推進管の後方に設けられる凹部は、鋼製カ
ラーの内面に内接するようにリング状の筒体を溶接して
製作してもよいし、鋼製カラーを加工した一体構造とし
てもよい。凹部を有したバッキング防止用推進管として
は、鉄筋コンクリート管に限らず合成鋼管、鋼管等の全
ての推進管材に使用できる。
The recess provided at the rear of the propulsion tube may be manufactured by welding a ring-shaped cylinder so as to be inscribed on the inner surface of the steel collar, or may be formed as an integral structure formed by processing the steel collar. . The backing-preventing propulsion pipe having a concave portion can be used not only for reinforced concrete pipes but also for all propulsion pipes such as synthetic steel pipes and steel pipes.

【0011】1本分の推進管の推進施工が完了すると、
支持材の上部に装備したPC鋼材等の緊張手段で一対の
支持材を内側に引張ることによって、推進管の外周を押
さえ金具によって締め付ける。このため、推進管は押さ
え金具の摩擦力によって拘束されて保持固定される。そ
して、元押しジャッキを縮小させて、推進管の後端と元
押しジャッキの頭部の間にスペースを確保して、次の推
進管を吊り降ろし設置する。据付が完了して次の推進管
の後端を元押しジャッキで加圧して推進管の接続が完了
すると、支持材の緊張手段が開放されて推進管の拘束は
なくなる。そして、次の推進管の推進埋設が再開され
る。さらに、推進管の後方に凹部を設けることにより、
推進管を固定保持する力が摩擦力とせん断力とになり、
非常に大きなバッキング防止力を得ることができる。
When the propulsion construction of one propulsion pipe is completed,
By pulling the pair of support members inward by a tensioning means such as a PC steel member provided on the support member, the outer periphery of the propulsion pipe is clamped by a holding metal. For this reason, the propulsion tube is held and fixed by being restrained by the frictional force of the holding metal. Then, the main push jack is reduced, a space is secured between the rear end of the propulsion pipe and the head of the main push jack, and the next propulsion pipe is suspended and installed. When the installation is completed and the rear end of the next propulsion tube is pressurized with the main push jack to complete the connection of the propulsion tube, the tensioning means of the support material is released and the propulsion tube is not restrained. Then, the propulsion burial of the next propulsion pipe is resumed. Furthermore, by providing a recess behind the propulsion tube,
The force holding and holding the propulsion tube becomes the frictional force and the shearing force,
A very large backing prevention force can be obtained.

【0012】[0012]

【発明の実施の形態】以下、本発明の実施形態を図面を
基に説明する。図1は、本発明のバッキング防止装置を
説明する正面図である。発進立坑内に据え付けられた推
進管1は、推進管1の両側面の下方に設けた一対のレー
ル材8により支持固定されて、計画した方向に推進埋設
されていく。推進管1の両側面には、推進管1の外径よ
りも高くした一対の支持材2が設置されている。一対の
支持材2の内側には、推進管1の外周に沿うように湾曲
させた押さえ金具3が装備されている。一対の支持材2
の後方の上部には、固定材6が支持材2に当接するよう
に設置され、その両端は発進立坑壁18に固定されてい
る。支持材2の後方の下部には、固定材6が支持材2に
当接するように設置され、その両端は、発進立坑壁18
とレール材8に固定されている。一対の支持材2の上下
には、支持材2を貫通してPC鋼材等の緊張材4が設置
され、その両端はナット等の固定具5によって固定され
ている。上部の緊張材4の一端に、支持材2と固定具5
の間に緊張ジャッキ7を装備することによって、効率良
く緊張材4を締め付けたり、緩めたりすることができ
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a front view illustrating a backing prevention device of the present invention. The propulsion tube 1 installed in the starting shaft is supported and fixed by a pair of rail members 8 provided below both side surfaces of the propulsion tube 1 and is buried in a planned direction. On both side surfaces of the propulsion tube 1, a pair of support members 2 having a height higher than the outer diameter of the propulsion tube 1 are provided. Inside the pair of support members 2, a holding metal fitting 3 curved along the outer periphery of the propulsion pipe 1 is provided. A pair of support members 2
A fixing member 6 is installed on the rear upper portion so as to abut against the supporting member 2, and both ends thereof are fixed to a starting shaft wall 18. At the lower rear part of the support member 2, a fixing member 6 is installed so as to contact the support member 2, and both ends thereof are connected to the starting shaft wall 18.
And the rail member 8. Above and below the pair of support members 2, tension members 4 such as PC steel materials are installed through the support members 2, and both ends thereof are fixed by fixing members 5 such as nuts. At one end of the upper tendon 4, a support 2 and a fixture 5
By equipping the tension jack 7 between them, the tension member 4 can be efficiently tightened or loosened.

【0013】本実施形態では、緊張材4の締め付けに緊
張ジャッキ7を使用する方法を開示したが、両端の固定
具5を直接締め付けたり、緩めたりする方法を用いるこ
とも可能である。緊張材4は、事前に算定されたバッキ
ング力に合わせて使用本数や口径を変化させる。
In the present embodiment, the method of using the tension jack 7 for tightening the tension member 4 has been disclosed. However, a method of directly tightening or loosening the fixing members 5 at both ends can also be used. The number of used tendons 4 and the caliber are changed in accordance with the backing force calculated in advance.

【0014】一対の支持材2や固定材6は、大きなバッ
キング力に耐えるために、比較的強度のあるH型鋼等の
鋼材が使用される。
The pair of support members 2 and fixing members 6 are made of a relatively strong steel material such as an H-shaped steel in order to withstand a large backing force.

【0015】一対の支持材2に装備される押さえ金具3
の推進管1と当接する部分には、ゴム材を装着すること
によって、支持材2からの緊張力の伝達を均等にした
り、推進管1との摩擦力を増加させることができる。
Pressing metal fittings 3 provided on a pair of supporting members 2
By attaching a rubber material to the portion that comes into contact with the propulsion tube 1, the transmission of the tension from the support member 2 can be made uniform, and the frictional force with the propulsion tube 1 can be increased.

【0016】図2は、本発明のバッキング防止装置を説
明する平面図である。発進立坑の前面に設けられた発進
坑口壁9の後方には、推進管1の両側面に対向するよう
に一対の支持材2が設けられている。一対の支持材2に
は、支持材2を貫通して両端を固定具5で 固定した緊
張材4が設けられている。一対の支持材2の後方には、
支持材2に当接するように固定材6が両側の発進立坑壁
18に固定されている。固定材6の両端部には、発進立
坑壁18から固定材を支持する補強材19が取り付けら
れている。
FIG. 2 is a plan view illustrating a backing prevention device according to the present invention. A pair of support members 2 are provided behind the starting wellhead wall 9 provided on the front surface of the starting shaft so as to face both sides of the propulsion pipe 1. The pair of support members 2 are provided with tension members 4 that penetrate the support member 2 and are fixed at both ends by fixtures 5. Behind the pair of support members 2,
The fixing member 6 is fixed to the starting shaft walls 18 on both sides so as to abut on the support member 2. At both ends of the fixing member 6, reinforcing members 19 for supporting the fixing member from the starting shaft wall 18 are attached.

【0017】固定材6の補強として、発進立坑壁18か
ら斜めに補強材19を設ける実施形態を開示したが、バ
ッキング力が非常に大きい場合には、発進立坑壁18の
後方から固定材6まで複数本の押さえ材を延長して支持
する方法を用いることも可能である。
Although the embodiment in which the reinforcing member 19 is provided obliquely from the starting shaft wall 18 to reinforce the fixing member 6 has been disclosed, when the backing force is very large, from the rear of the starting shaft wall 18 to the fixing member 6. It is also possible to use a method of extending and supporting a plurality of pressing members.

【0018】次に本装置を用いた推進管のバッキング防
止方法について説明する。1本分の推進管1が推進施工
が完了すると、元押しジャッキ10は伸長させたままで
推進管1の後端面を支持して、支持材2に設けた緊張ジ
ャッキ7を伸長させて、一対の支持材2を内側に引張
る。支持材2の締め付けにより、押さえ金具3は推進管
1の外周に密着して推進管1を保持固定する。そして元
押しジャッキ10を縮小させて、推進管1の後端と元押
しジャッキ10の頭部の間にスペースを確保する。その
スペースに次の推進管1を吊り降ろし設置する。推進管
1の設置が完了すると、次の推進管1の後端を元押しジ
ャッキ10で加圧して、前の推進管1の後端面と次の推
進管1の前端面を当接させて推進管1の接続を完了する
と、支持材2の緊張ジャッキ7を縮小させて支持材2を
緩めて、推進管1を開放する。そして次の推進管1の推
進埋設が再開される。
Next, a method for preventing backing of a propulsion pipe using the present apparatus will be described. When the propulsion construction of one propulsion tube 1 is completed, the rear end face of the propulsion tube 1 is supported while the original push jack 10 is extended, and the tension jack 7 provided on the support member 2 is extended to form a pair of propulsion jacks. The support 2 is pulled inward. By tightening the support member 2, the holding member 3 comes into close contact with the outer periphery of the propulsion tube 1 and holds and fixes the propulsion tube 1. Then, the main push jack 10 is reduced to secure a space between the rear end of the propulsion pipe 1 and the head of the main push jack 10. The next propulsion pipe 1 is suspended and installed in the space. When the installation of the propulsion tube 1 is completed, the rear end of the next propulsion tube 1 is pressurized by the main push jack 10 so that the rear end surface of the previous propulsion tube 1 is brought into contact with the front end surface of the next propulsion tube 1 for propulsion. When the connection of the pipe 1 is completed, the tension jack 7 of the support 2 is reduced to loosen the support 2 and the propulsion pipe 1 is opened. Then, the propulsion burial of the next propulsion pipe 1 is restarted.

【0019】図3は、本発明のバッキング防止用推進管
を説明する縦断面図である。鉄筋コンクリート造の推進
管1後端の外周面に固設されている鋼製カラー12の前
方にリング状の凹部13が設けられている。凹部13の
構成は、鋼製カラー12に内接するようにリング状の凹
部筒体14を溶接等によって固定し、前記凹部筒体14
の前面には鋼製カラー12と同径の前部筒体15を被せ
て溶接等で固定して製作されている。リング状の凹部1
3の幅は、支持材2に装備されている押さえ金具3がは
まりこむ大きさとなっている。
FIG. 3 is a longitudinal sectional view for explaining a backing preventing propulsion pipe according to the present invention. A ring-shaped recess 13 is provided in front of a steel collar 12 fixed to the outer peripheral surface of the rear end of the reinforced concrete propulsion pipe 1. The configuration of the concave portion 13 is such that a ring-shaped concave cylindrical body 14 is fixed by welding or the like so as to be inscribed in the steel collar 12, and the concave cylindrical body 14 is fixed.
Is formed by covering a front cylindrical body 15 having the same diameter as the steel collar 12 on the front surface thereof and fixing it by welding or the like. Ring-shaped recess 1
The width of 3 is a size in which the holding metal fitting 3 provided on the support member 2 fits.

【0020】本実施形態では、鉄筋コンクリート造の推
進管1について開示したが、鉄筋コンクリート管に限ら
ず、合成鋼管や鋼管等の推進管材に採用することも可能
である。
In the present embodiment, the propulsion pipe 1 made of reinforced concrete is disclosed. However, the present invention is not limited to the reinforced concrete pipe, but may be applied to a propulsion pipe such as a synthetic steel pipe or a steel pipe.

【0021】図4は、凹部を詳細に説明する縦断面図で
ある。コンクリート造の推進管1後端の外周面に固設さ
れる鋼製カラー12は、次の推進管1の前端部が嵌挿で
きるように一定長だけ後方に突き出している。推進管1
のコンクリート部に固設される前方の鋼製カラー12部
には、鋼製カラー12に内接するようにリング状の凹部
筒体14が溶接されている。凹部筒体14の前端の外周
には、鋼製カラー12と同径の前部筒体15を被せて溶
接し、鋼製カラー12と前部筒体15の間に凹部13を
形成している。凹部13には、支持材2の押さえ金具3
がはまりこんでいる。凹部筒体14の内周面には、凹部
筒体14をコンクリートに固着させるリング状のアンカ
ー筋17と止水性を保持させるリング状の埋め込み用止
水材16が設けられている。
FIG. 4 is a longitudinal sectional view for explaining the concave portion in detail. A steel collar 12 fixed to the outer peripheral surface of the rear end of the concrete propulsion pipe 1 projects rearward by a certain length so that the front end of the next propulsion pipe 1 can be inserted. Propulsion pipe 1
A ring-shaped recessed cylindrical body 14 is welded to the front steel collar 12 fixed to the concrete part so as to be inscribed in the steel collar 12. The outer periphery of the front end of the concave cylindrical body 14 is covered with a front cylindrical body 15 having the same diameter as the steel collar 12 and welded to form a concave 13 between the steel collar 12 and the front cylindrical body 15. . The holding metal 3 of the supporting material 2 is provided in the recess 13.
Is stuck. On the inner peripheral surface of the concave cylinder 14, there are provided a ring-shaped anchor streak 17 for fixing the concave cylinder 14 to concrete and a ring-shaped embedding water-stopping material 16 for maintaining water-stopping.

【0022】本実施形態では、凹部13の形成をリング
状の筒体を組み合わせることで説明したが、鋼製カラー
12とを一体化させて、1枚の鋼材で加工して製作させ
ることも可能である。
In this embodiment, the formation of the concave portion 13 is described by combining a ring-shaped cylinder, but it is also possible to integrate the steel collar 12 and process it with a single steel material. It is.

【0023】[0023]

【発明の効果】以上のように、本発明のバッキング防止
装置により、一対の支持材の上部で緊張材を緊張した
り、緩めたりするだけで推進管を保持固定したり、開放
したりでき、従来技術のように複数本のアンカーボルト
を設置したり撤去する繁雑な作業がなくなり、非常に効
率の良い、バッキング防止作業が行えるようになった。
また、比較的大きなバッキング力が作用する場合には、
バッキング防止用推進管を併用して用いることによっ
て、バッキング防止力を摩擦力と推進管に設けた凹部の
せん断力とで得ることが可能となり、安全生に優れたバ
ッキング防止ができる。
As described above, according to the backing prevention device of the present invention, the propulsion pipe can be held and fixed or opened simply by tensioning or loosening the tension member above the pair of support members. The complicated work of installing and removing a plurality of anchor bolts as in the prior art has been eliminated, and a very efficient backing prevention work can be performed.
When a relatively large backing force is applied,
By using the backing prevention propulsion tube in combination, the backing prevention force can be obtained by the frictional force and the shearing force of the recess provided in the propulsion tube, and the backing prevention excellent in safety can be achieved.

【0024】[0024]

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

【図1】本発明のバッキング防止装置を説明する正面図
である。
FIG. 1 is a front view illustrating a backing prevention device of the present invention.

【図2】本発明のバッキング防止装置を説明する平面図
である。
FIG. 2 is a plan view illustrating a backing prevention device of the present invention.

【図3】本発明のバッキング防止用推進管を説明する縦
断面図である。
FIG. 3 is a vertical cross-sectional view illustrating a backing prevention propulsion tube according to the present invention.

【図4】凹部を詳細に説明する縦断面図である。FIG. 4 is a longitudinal sectional view for explaining a recess in detail.

【符号の説明】[Explanation of symbols]

1 推進管 2 支持材 3 押さえ金具 4 緊張材 5 固定具 6 固定材 7 緊張ジャッキ 8 レール材 9 発進坑口壁 10 元押しジャッキ 11 支圧壁 12 鋼製カラー 13 凹部 14 凹部筒体 15 前方筒体 16 埋め込み用止水材 17 アンカー筋 18 発進立坑壁 19 補強材 DESCRIPTION OF SYMBOLS 1 Propulsion pipe 2 Support material 3 Holder 4 Tension material 5 Fixing device 6 Fixing material 7 Tension jack 8 Rail material 9 Starting wellhead wall 10 Main push jack 11 Bearing wall 12 Steel collar 13 Depression 14 Depression cylinder 15 Front cylinder 16 Water stopping material for embedding 17 Anchor bar 18 Starting shaft wall 19 Reinforcing material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】推進施工中の推進管接続時に、先端の掘進
機面板に作用する水圧や土圧によって、推進管列が発進
立坑内に押し戻されるバッキングを防止する装置であっ
て、 発進立坑内前方に、推進管の両側面に対向するように設
置した一対の支持材と、 前記一対の支持材の内側に装備し、推進管の外周に沿っ
て湾曲させた押さえ金具と、 前記一対の支持材を複数箇所で締め付ける緊張材と、 前記一対の支持材を推進方向の後方に移動しないように
固定する固定材とにより構成されることを特徴とするバ
ッキング防止装置。
1. A device for preventing a backing in which a row of propulsion tubes is pushed back into a start shaft by water pressure or earth pressure acting on a front excavator face plate at the time of connection of the propulsion tube during propulsion construction. Forward, a pair of support members installed to face both side surfaces of the propulsion tube; a holding metal fitting provided inside the pair of support members and curved along the outer periphery of the propulsion tube; and the pair of support members A backing prevention device comprising: a tension member for fastening members at a plurality of locations; and a fixing member for fixing the pair of support members so as not to move backward in the propulsion direction.
【請求項2】請求項1に記載のバッキング防止装置を用
いてバッキングを防止する推進管であって、 推進管後方の鋼製カラーの前方に前記支持材の押さえ金
具が落ち込めるようにリング状に凹部を設けたことを特
徴とするバッキング防止用推進管。
2. A propulsion pipe for preventing backing by using the backing prevention device according to claim 1, wherein a ring-shaped holding member for the support member can be dropped in front of a steel collar behind the propulsion pipe. A backing prevention propulsion tube, characterized in that a recess is provided in the backing.
JP2001170463A 2001-06-06 2001-06-06 Bucking prevention device and propulsion pipe for backing prevention Expired - Lifetime JP3751222B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001170463A JP3751222B2 (en) 2001-06-06 2001-06-06 Bucking prevention device and propulsion pipe for backing prevention

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001170463A JP3751222B2 (en) 2001-06-06 2001-06-06 Bucking prevention device and propulsion pipe for backing prevention

Publications (2)

Publication Number Publication Date
JP2002364289A true JP2002364289A (en) 2002-12-18
JP3751222B2 JP3751222B2 (en) 2006-03-01

Family

ID=19012380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001170463A Expired - Lifetime JP3751222B2 (en) 2001-06-06 2001-06-06 Bucking prevention device and propulsion pipe for backing prevention

Country Status (1)

Country Link
JP (1) JP3751222B2 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008111241A (en) * 2006-10-30 2008-05-15 Kinden Corp Jacking method
JP2011032790A (en) * 2009-08-04 2011-02-17 Ihi Corp Backing prevention device at start of shield machine
JP2017025533A (en) * 2015-07-21 2017-02-02 三井住友建設株式会社 Backing prevention device
JP2020090819A (en) * 2018-12-05 2020-06-11 大成建設株式会社 Reaction force receiving structure
JP2020097836A (en) * 2018-12-18 2020-06-25 大成建設株式会社 Upward deflection prevention structure
CN111502711A (en) * 2020-05-26 2020-08-07 上海公路桥梁(集团)有限公司 Seam sealing device between jacking pipe and tunnel well
CN111502686A (en) * 2020-05-26 2020-08-07 上海公路桥梁(集团)有限公司 Pipe jacking retaining device
CN113294160A (en) * 2021-06-10 2021-08-24 北京市政建设集团有限责任公司 Novel pipe jacking construction retaining device suitable for high water pressure and stratum with strong water permeability
CN115012950A (en) * 2022-06-08 2022-09-06 中铁一局集团(广州)建设工程有限公司 Water-rich sand layer pipe jacking construction method close to subway
CN116857434A (en) * 2023-08-30 2023-10-10 中电建国祯十五里河项目管理有限公司 Municipal road pipe jacking construction safety equipment

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Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008111241A (en) * 2006-10-30 2008-05-15 Kinden Corp Jacking method
JP2011032790A (en) * 2009-08-04 2011-02-17 Ihi Corp Backing prevention device at start of shield machine
JP2017025533A (en) * 2015-07-21 2017-02-02 三井住友建設株式会社 Backing prevention device
JP2020090819A (en) * 2018-12-05 2020-06-11 大成建設株式会社 Reaction force receiving structure
JP7134079B2 (en) 2018-12-05 2022-09-09 大成建設株式会社 reaction force receiving structure
JP7133459B2 (en) 2018-12-18 2022-09-08 大成建設株式会社 Floating prevention structure
JP2020097836A (en) * 2018-12-18 2020-06-25 大成建設株式会社 Upward deflection prevention structure
CN111502686A (en) * 2020-05-26 2020-08-07 上海公路桥梁(集团)有限公司 Pipe jacking retaining device
CN111502711A (en) * 2020-05-26 2020-08-07 上海公路桥梁(集团)有限公司 Seam sealing device between jacking pipe and tunnel well
CN113294160A (en) * 2021-06-10 2021-08-24 北京市政建设集团有限责任公司 Novel pipe jacking construction retaining device suitable for high water pressure and stratum with strong water permeability
CN113294160B (en) * 2021-06-10 2023-04-25 北京市政建设集团有限责任公司 Pipe jacking construction retaining device suitable for stratum with high water pressure and high water permeability
CN115012950A (en) * 2022-06-08 2022-09-06 中铁一局集团(广州)建设工程有限公司 Water-rich sand layer pipe jacking construction method close to subway
CN115012950B (en) * 2022-06-08 2023-04-07 中铁一局集团(广州)建设工程有限公司 Water-rich sand layer pipe jacking construction method close to subway
CN116857434A (en) * 2023-08-30 2023-10-10 中电建国祯十五里河项目管理有限公司 Municipal road pipe jacking construction safety equipment
CN116857434B (en) * 2023-08-30 2023-11-03 中电建国祯十五里河项目管理有限公司 Municipal road pipe jacking construction safety equipment

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