JP2013130001A - Pipe body support device - Google Patents

Pipe body support device Download PDF

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JP2013130001A
JP2013130001A JP2011280056A JP2011280056A JP2013130001A JP 2013130001 A JP2013130001 A JP 2013130001A JP 2011280056 A JP2011280056 A JP 2011280056A JP 2011280056 A JP2011280056 A JP 2011280056A JP 2013130001 A JP2013130001 A JP 2013130001A
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propulsion
excavator
pipe
fixed
propulsion pipe
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Satoshi Nishi
智史 西
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Kidoh Construction Co Ltd
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Kidoh Construction Co Ltd
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Abstract

【課題】推進施工中において、発進立坑内において掘進機や推進管が浮上がったりノースダウンすることを防止するための管体支持装置を提供する。
【解決手段】発進立坑内で掘進機及び推進管10のセンタ−及びレベルを保持するために、掘進機及び推進管10の下方の両側面に推進方向に延長して設けた定規の底部に、推進方向と直角に複数本のまくら木7を固設した推進台5と、発進坑口壁の後方の推進方向に掘進機及び推進管10を取り囲むように上部の横梁2と左右の支持柱3を井桁状に組立てた固定枠1と、固定枠1の横梁2の下方には掘進機や推進管10の外面に当接するように装備した押金具8と、固定枠1の左右の支持柱3の中間に設けた調整金具4とにより構成され、固定枠1は推進台5または立坑の底板コンクリ−トに固定されて、少なくとも1ケ所以上に設置する。
【選択図】図1
Provided is a pipe support device for preventing an excavator and a propulsion pipe from rising or northing down in a starting pit during propulsion construction.
In order to maintain the center and level of the excavator and the propulsion pipe 10 in the start shaft, the bottom of a ruler provided in the propulsion direction on both sides below the excavator and the propulsion pipe 10 is provided. Propulsion stand 5 in which a plurality of sleepers 7 are fixed at right angles to the propulsion direction, and the upper cross beam 2 and the left and right support pillars 3 are connected to the cross beam so as to surround the excavator and the propulsion pipe 10 in the propulsion direction behind the start pit wall. A fixed frame 1 assembled in a shape, a metal brace 8 provided to abut the outer surface of the excavator or the propulsion pipe 10 below the transverse beam 2 of the fixed frame 1, and an intermediate between the left and right support columns 3 of the fixed frame 1 The fixing frame 1 is fixed to the propulsion base 5 or the bottom plate concrete of the shaft, and is installed in at least one place.
[Selection] Figure 1

Description

本発明は、推進施工中に、発進立坑内の掘進機や推進管が浮上ったりノ−スダウンすることを防止するための管体支持装置に関するものである。   The present invention relates to a tubular body support device for preventing an excavator and a propulsion pipe in a starting vertical shaft from rising and nosing during propulsion.

推進工事において、発進立坑内に設置される推進台は、掘進機及び推進管を規定の方向、勾配、高さに据付けるためのもので、底部のまくら木と管下方の両側面に設けた1対の定規の3点で支持される構成が基本となっている。発進立坑の後方に設置した元押ジャッキにより、掘進機及び推進管は前方に設けた発進坑口壁内を通って地中に押し出され、前記した推進台の3点支持で所定の方向へと推進埋設されていく。通常の良質な地盤では、掘進機や推進管は推進台によって正しい方向へと導かれていくため、発進坑口壁内の中心からずれることなく通過し、掘進機や推進管の外周面には発進坑口壁に装備した止水ゴムが全周に均等に当接し、地下水や土砂が発進立坑内に流出することを防止する。しかし、土質条件が軟弱な場合には、地盤が掘進機や推進管を支持できなく、発進立坑内から地中に出た掘進機や推進管が沈下したり、地下水の浮力によって浮き上ったりして、所定の位置からずれることとなり、当然、発進坑口壁の中心位置もずれて地下水や土砂が推進管の外周面から噴発することとなる。また、初期発進時の互層地盤の場合には、上下の地盤強度の相違によって、掘進機が強度の高い地盤の方に偏向し、同様に掘進機位置が発進坑口壁の中心からずれて地下水や土砂の噴発が発生するという問題があった。   In the propulsion work, the propulsion stand installed in the start shaft is for installing the excavator and the propulsion pipe in the specified direction, gradient, and height, and is provided on the sleeper at the bottom and both sides below the pipe. The basic structure is supported by three points of the pair ruler. With the main push jack installed behind the start shaft, the excavator and the propulsion pipe are pushed out into the ground through the start wall of the start shaft provided in the front, and propelled in a predetermined direction by supporting the three points of the propulsion platform described above. It will be buried. In normal high-quality ground, the excavator and the propulsion pipe are guided in the correct direction by the propulsion platform, so they pass through the center of the start pit wall without starting off the outer surface of the excavator and the propulsion pipe. The water-stopping rubber installed on the wall of the wellhead will evenly contact the entire circumference, preventing groundwater and earth and sand from flowing into the starting shaft. However, if the soil condition is weak, the ground cannot support the excavator and the propulsion pipe, and the excavator and the propulsion pipe that have come out of the starting shaft into the ground will sink or float due to the buoyancy of the groundwater. Thus, the center position of the starting pit wall is also shifted and the groundwater and earth and sand are ejected from the outer peripheral surface of the propulsion pipe. Also, in the case of alternating layer ground at the initial start, the excavator deflects toward the higher strength ground due to the difference in upper and lower ground strength, and similarly, the excavator position shifts from the center of the start pit mouth wall and groundwater and There was a problem that eruption of earth and sand occurred.

このため、推進中に、発進立坑内の掘進機や推進管の浮上りやノ−スダウンを防止するために、ワイヤ−ロ−プを用いて掘進機や推進管の外周面に巻き付け、その両下端をチェ−ンブロック等で締め付ける管体支持方法が採用されてきた。前記した直接ワイヤ−ロ−プを管体等に巻き付ける方法は、管体の前進とともに管体に締め付けたワイヤロ−プが一緒に前進し、発進立坑前面に設置した発進坑口壁内にワイヤ−ロ−プが喰い込み、前記した止水ゴムを巻き込んで破断させたり、ワイヤ−ロ−プの引き込みにより推進台等が破損するという問題が発生していた。 For this reason, during propulsion, in order to prevent the excavator and propulsion pipe from rising and nosing down in the starting shaft, it is wound around the outer peripheral surface of the excavator and propulsion pipe using a wire rope, and both lower ends thereof A tube support method has been adopted in which the frame is tightened with a chain block or the like. In the method of winding the direct wire rope around the pipe body or the like, the wire rope fastened to the pipe body is advanced together with the advancement of the pipe body, and the wire rope is placed in the start well wall provided in the front of the start shaft. -There has been a problem that the rope bites in and the above-mentioned water-stopping rubber is caught and broken, or the propulsion base is damaged by pulling in the wire rope.

そこで、円周方向に複数本の角材を推進方向に配設して、その角材の上からワイヤ−ロ−プを巻き付けて両下端をチェ−ンブロック等で締め付ける方法が多く用いられるようになった。前記した角材の先端は、発進坑口壁のコンクリ−ト面に当接するように設置されており、推進施工によって管体が前進しても複数本の角材の先端が発進坑口壁のコンクリ−ト面に当接しているため、管体とともにワイヤ−ロ−プ等は前進することはなく定位置に保持される。 Therefore, a method of arranging a plurality of square bars in the circumferential direction in the propulsion direction, winding a wire rope from above the square bars, and fastening both lower ends with a chain block or the like has come to be frequently used. It was. The tip of the above-mentioned square bar is installed so as to abut on the concrete surface of the start pit wall, and even if the tubular body moves forward by propulsion construction, the tip of a plurality of square members is the concrete surface of the start pit wall. Therefore, the wire rope and the like do not move forward together with the tube body and are held in place.

前記した管体支持装置により、発進坑口壁内へのワイヤ−ロ−プの噛み込みはなくなったが、推進管外面と接触する角材面が繰り返される摺動によって擦り減ったり、欠けたりして角材の断面が小さくなってワイヤ−ロ−プの締付力が弱くなり、推進管等の浮上りが発生するという問題がでてきた。また、管径が大きくなると大きな締付力が必要となり、ワイヤ−ロープが角材面に食い込み締付力が低下し、推進管等の浮上りを招来する。さらに、発進立坑内から地中に出た掘進機や推進管が沈下した場合には、発進坑口壁の後方に設けられた1箇所だけの管体支持装置では、管体支持装置より後方の掘進機や推進管がフリーとなって持ち上げられ、発進坑口壁とのずれや精度不良が発生するという問題がある。
特開2003−41886号公報
With the above-described tube support device, the wire rope does not get caught in the start well wall, but the square member surface that comes into contact with the outer surface of the propelling tube is worn or chipped by repeated sliding. As a result, the wire rope tightening force is weakened and the propulsion pipe or the like is lifted. Further, when the pipe diameter is increased, a large tightening force is required, and the wire rope bites into the square member surface, the tightening force is reduced, and the propulsion pipe is lifted. Furthermore, when the excavator or propulsion pipe that has gone underground from the start shaft is subsided, the pipe support device provided only at one location behind the start well wall will excavate behind the tube support device. There is a problem in that the machine and the propelling pipe are lifted free, causing deviation from the starting pit wall and poor accuracy.
Japanese Patent Laid-Open No. 2003-41886

このため、発明が解決しようとする課題は、推進施工中に発進立坑前方の地中に押し込まれた掘進機や推進管の浮上りやノ−スダウンに対して、発進立坑内の掘進機や推進管が浮き上がったりしないように、確実に定位置に支持する管体支持装置を提供するものである。   For this reason, the problem to be solved by the invention is that the excavator and the propulsion pipe in the start shaft are prevented from rising and nose down of the excavator and the propulsion pipe pushed into the ground in front of the start shaft during the propulsion work. It is intended to provide a tube support device that reliably supports a fixed position so as not to float up.

本発明は、推進施工中に、発進立坑内の掘進機や推進管の浮上りやノースダウンを防止するための管体支持装置であって、
発進立坑内で前記掘進機及び推進管のセンタ−及びレベルを保持するために、掘進機及び推進管の下方の両側面に推進方向に延長して設けた定規の底部に、推進方向と直角に複数本のまくら木を固設した推進台と、発進坑口壁の後方の推進方向に掘進機及び推進管を取り囲むように上部の横梁と左右の支持柱を井桁状に組立てた固定枠と、前記固定枠の横梁の下方には掘進機や推進管の外面に当接するように装備した押金具と、固定枠の左右の支持柱の中間に設けた調整金具とにより構成され、前記固定枠は推進台または立坑の底板コンクリ−トに固定されて、少なくとも1ケ所以上に設置する管体支持装置である。
The present invention is a tubular body support device for preventing an excavator and a propulsion pipe from rising and northing down in a start shaft during propulsion construction,
In order to maintain the center and level of the excavator and the propulsion pipe in the starting shaft, the bottom of the ruler provided in the propulsion direction on both sides below the excavator and the propulsion pipe is perpendicular to the propulsion direction. A fixed stand in which a plurality of sleepers are fixed, a fixed frame in which upper horizontal beams and left and right support columns are assembled in a cross-beam shape so as to surround the excavator and the propelling pipe in the propulsion direction behind the starting pit wall, and the fixing Below the transverse beam of the frame, it is composed of a pressing bracket equipped to contact the outer surface of the excavator and the propulsion pipe, and an adjustment bracket provided in the middle of the left and right support pillars of the fixed frame. Alternatively, it is a tube support device that is fixed to the bottom plate concrete of the shaft and installed in at least one place.

発進立坑内に設置される推進台は、推進方向に直交するように複数本配列したまくら木とまくら木の上面に推進方向に延長して固定した1対の定規より構成される。定規は、掘進機や推進管の偏向力によって変形しないように、強度のあるH型鋼材が一般に使用される。両側のウェブ部分には、リブ材等が等間隔で固設されて補強されている。まくら木も、推進施工中の長期間にわたって推進管底部との摺動が繰り返されるため、摩耗しにくいH型鋼等が用いられる。   The propulsion stand installed in the starting shaft is composed of a plurality of sleepers arranged in a direction orthogonal to the propulsion direction and a pair of rulers fixed to the upper surface of the sleeper extending in the propulsion direction. As the ruler, a strong H-shaped steel material is generally used so as not to be deformed by the deflection force of the excavator or the propulsion pipe. Ribs and the like are fixed and reinforced at equal intervals on the web portions on both sides. Since the sleeper is repeatedly slid with the bottom of the propelling tube over a long period of time during the propulsion construction, H-shaped steel that is not easily worn is used.

固定枠は、掘進機や推進管の浮上りに対して対抗できる強度を持つH形鋼材等が使用される。上部の横梁と左右の支持柱の組立接続は、一般に行われているボルトナット接合が用いられる。横梁の下方に設けられる押金具は、押金具の先端の円周方向に複数個の押材を装着して推進管外面に当接させて保持する。また、押金具を推進管外面に均等に当接するように、推進管外径に合わせて曲線状に製作したものを用いることもできる。左右の支持柱に設けられる調整金具は、横梁の押金具が掘進機や推進管の外面に均等に当接して加圧できるように左右に1箇所づつ装備され、上下の高さ調整ができる構造となっている。具体的な調整金具としては、スクリュウジャッキ等が用いられ、上下の支持柱にボルトナット等で接続されている。   As the fixed frame, an H-shaped steel material having a strength capable of resisting the lifting of the excavator and the propulsion pipe is used. For the assembly and connection of the upper cross beam and the left and right support columns, generally used bolt and nut joints are used. A pressing member provided below the cross beam is attached to a plurality of pressing members in the circumferential direction at the tip of the pressing member and held in contact with the outer surface of the propulsion pipe. Further, it is also possible to use a metal fitting manufactured in a curved shape in accordance with the outer diameter of the propulsion pipe so that the press fitting is evenly in contact with the outer surface of the propulsion pipe. The adjustment brackets provided on the left and right support pillars are equipped with one horizontal fixture so that the horizontal beam pushers can evenly press against the outer surface of the excavator or propulsion pipe, and the vertical height can be adjusted. It has become. As a specific adjustment fitting, a screw jack or the like is used, and is connected to upper and lower support columns by bolts and nuts.

左右の支持柱の下端は、推進台のまくら木に固定するか、発進立坑内の底版コンクリ−トのアンカ−等に固定して、固定枠が上下方向に移動できないように構成されている。固定枠は、推進方向に2箇所設置することにより、掘進機や推進管のノ−スダウンに対して、掘進機や推進管体の後方部の浮き上りを防止することが可能となる。 The lower ends of the left and right support pillars are fixed to the sleepers of the propulsion stand or fixed to anchors of the bottom slab concrete in the start shaft, so that the fixed frame cannot be moved vertically. By installing two fixed frames in the propulsion direction, it is possible to prevent the rear portion of the excavator and the propelling pipe from being lifted against the down of the excavator and the propelling pipe.

本発明の管体支持装置は、推進台のまくら木またはコンクリ−ト底板に固定された固定枠の調整金具により、掘進機及び推進管を常に定位置に確保することができ、地中に埋設された推進管等に作用する浮上りに対してもそれを確実に防止する。また、軟弱な土質条件下の掘進機等のノ−スダウンに対しても、推進方向に2箇所以上設置された後方の固定枠によって、掘進機本体の後方が持ち上げられ、精度不良等が発生することはない。このため、掘進機及び推進管は、推進台上の定位置を摺動することとなり、常に発進坑口壁の中心部を通過し、掘進機及び推進管外側の全周面は止水ゴムに均等に当接された状態となり、安全で確実な推進施工が行える。   The tubular body support device of the present invention can always secure the excavator and the propulsion pipe at a fixed position by the adjustment bracket of the fixed frame fixed to the sleeper of the propulsion base or the concrete bottom plate, and is buried in the ground. It is also surely prevented against lifting that acts on the propulsion pipe. In addition, even against a nose down of an excavator etc. under soft soil conditions, the rear of the excavator main body is lifted by the rear fixed frames installed at two or more locations in the propulsion direction, resulting in inaccuracy and the like. There is nothing. For this reason, the excavator and the propulsion pipe slide on a fixed position on the propulsion stand, and always pass through the center of the starting pit wall, and the entire peripheral surface outside the excavator and the propulsion pipe is equal to the waterproof rubber. It is in a state where it is in contact with the surface, and safe and reliable propulsion can be performed.

推進施工中に、発進立坑内に設置した掘進機及び推進管が浮き上ったり、ノースダウンすることなく、常に計画路線位置を保持しつつ、安全で確実な推進工事ができる管体支持装置を実現した。   A pipe support device that allows safe and reliable propulsion work while always maintaining the planned route position without causing the excavator and propulsion pipe installed in the start shaft to float or go down the north during propulsion work. It was realized.

図1は、本発明の管体支持装置を説明する横断面図である。推進方向に延長して設けた1対の定規6の下端には、推進方向と直角に延長されたまくら木7を、推進方向に複数本固設した推進台5が発進立坑の底板コンクリ−ト上に設置されている。推進台5には、推進管10が下方の両側面に当接するように据え付けられている。本実施例では、元押ジャッキの設置条件によってまくら木部での支持はなく、1対の定規部の2点だけによる支持となっている。推進管10の両サイドには中間に上下方向に高さ調整が行える調整金具4を装備し、下端が推進台5のまくら木7にボルトナット接合により固設されている支持柱3と、両支持柱3の上端を繋ぐようにボルトナット接合により固設されている横梁2とによりなる固定枠1が推進管10を取り囲む。横梁2の中央下端には、押金具8が推進管10の円周方向に所定の長さをもって設置し、その先端部分に3ケ所の矩形断面よりなる押材9が装着されて推進管10の外周面に当接している。   FIG. 1 is a cross-sectional view illustrating a tube body support device of the present invention. At the lower end of a pair of rulers 6 extended in the propulsion direction, a propulsion stand 5 in which a plurality of sleepers 7 extending perpendicularly to the propulsion direction are fixed in the propulsion direction is located on the bottom plate concrete of the start shaft Is installed. The propulsion pipe 10 is installed on the propulsion base 5 so as to abut on both lower side surfaces. In the present embodiment, there is no support at the sleeper wood portion depending on the installation conditions of the main push jack, and the support is only by two points of a pair of ruler portions. Both sides of the propulsion pipe 10 are equipped with an adjustment fitting 4 that can be adjusted in the vertical direction in the middle, and a support column 3 whose lower end is fixed to the sleeper 7 of the propulsion stand 5 by bolts and nuts, and both supports A fixed frame 1 composed of a cross beam 2 fixed by bolts and nuts so as to connect the upper ends of the columns 3 surrounds the propulsion pipe 10. At the center lower end of the cross beam 2, a pressing metal 8 is installed with a predetermined length in the circumferential direction of the propelling tube 10, and a pressing member 9 having three rectangular cross sections is attached to the tip portion of the propelling tube 10. It is in contact with the outer peripheral surface.

本実施例では、押金具8に装着される押材9を3箇所で開示したが、推進管10の管径の大小によって増減させる。押材9の材質としては、断面矩形の木材を用いることも可能であるが、推進延長が長い場合には比較的強度のある硬質のプラスチック材や鋼材等を使用すればよい。推進管10外面との摩耗を少なくするためには、回転可能なロ−ラ−等を採用するとより有効となる。   In the present embodiment, the pressing members 9 to be mounted on the pressing bracket 8 are disclosed at three locations, but the pressing members 9 are increased or decreased depending on the diameter of the propelling tube 10. As the material of the pressing member 9, it is possible to use a wood having a rectangular cross section. However, when the propulsion extension is long, a relatively strong hard plastic material or steel material may be used. In order to reduce wear on the outer surface of the propelling tube 10, it is more effective to employ a rotatable roller or the like.

固定枠1を構成する支持柱3と横梁2の材質は、推進管10から受ける偏向力に対しても耐えうるように、強度のある鋼材が用いられる。具体的には、部材間の接合が容易な山留用のH形鋼材が優れている。調整金具4は、押金具8に装着した押材9が推進管10の外周面から離れたり、当接したりできるだけの調整高さが必要となり、その調整高さをもったスクリュウジャッキ等が選定される。   As the material of the support column 3 and the cross beam 2 constituting the fixed frame 1, a strong steel material is used so as to withstand the deflection force received from the propulsion pipe 10. Specifically, the H-shaped steel material for mountain retaining that allows easy joining between members is excellent. The adjustment bracket 4 requires an adjustment height that allows the pressing member 9 attached to the pressing bracket 8 to be separated from or abut on the outer peripheral surface of the propelling pipe 10, and a screw jack or the like having the adjustment height is selected. The

図2は、本発明の管体支持装置を説明する縦断面図である。発進立坑内の前方に設けられた発進坑口壁11の後方には、固定枠1が推進方向に2箇所設置されている。固定枠1を構成する左右の支持柱3の下端は、推進台5のまくら木7上に固設されている。2箇所の固定枠1の自立性を確保するために、前後の固定枠1間と前方の固定枠1と発進坑口壁11の間の上部位置に保持材を挿入する方法が採用されている。   FIG. 2 is a longitudinal sectional view for explaining the tubular body supporting device of the present invention. Two fixed frames 1 are installed in the propulsion direction behind the start pit wall 11 provided in front of the start shaft. The lower ends of the left and right support pillars 3 constituting the fixed frame 1 are fixed on the sleeper 7 of the propulsion table 5. In order to ensure the self-supporting property of the two fixed frames 1, a method of inserting a holding material between the front and rear fixed frames 1 and between the front fixed frame 1 and the starting well wall 11 is employed.

推進管10は、後方に装備した元押ジャッキ(図示省略)により前方に押し出され、2つの固定枠1内を通過することによって、横梁2の下端に設置された押金具8によって常に計画線位置を維持するように支持されている。発進立坑前方の土質条件が軟弱な場合は、発進立坑より押し出された掘進機や推進管10が、両側面の定規6の先端を支点として前方は沈み込もうとし、後方部分は浮上ろうとするが、後方に設置した固定枠1が推進管等の後方の浮き上りを阻止して計画線位置を保持させる。   The propulsion pipe 10 is pushed forward by a former push jack (not shown) mounted on the rear side, and passes through the two fixed frames 1, so that the propulsion pipe 10 is always at the planned line position by the pusher 8 installed at the lower end of the cross beam 2. Is supported to maintain. When the soil condition in front of the start shaft is weak, the excavator and the propulsion pipe 10 pushed out from the start shaft try to sink at the front end of the ruler 6 on both sides and the rear portion tends to rise. The fixed frame 1 installed on the rear side prevents the propulsion pipe or the like from lifting up behind and holds the planned line position.

本実施例では、固定枠1の設置を2箇所で開示したが、発進立坑前方の土質条件が良く、掘進機や推進管10の浮上りだけを対象とする場合には、固定枠1の設置を1箇所だけにすることも可能である。   In the present embodiment, the installation of the fixed frame 1 is disclosed at two locations. However, when the soil condition in front of the start shaft is good and only the lift of the excavator or the propulsion pipe 10 is targeted, the installation of the fixed frame 1 is performed. It is also possible to have only one place.

以上のように、本発明の管体支持装置は地下水の多い高水圧下や軟弱な土質条件での推進施工に適用できる。   As described above, the tubular body support device of the present invention can be applied to propulsion work under high water pressure with a lot of groundwater or soft soil conditions.

本発明の管体支持装置を説明する横断面図である。It is a cross-sectional view explaining the tubular body support device of the present invention. 本発明の管体支持装置を説明する縦断面図である。It is a longitudinal cross-sectional view explaining the tube body support apparatus of this invention.

1 固定枠
2 横梁
3 支持柱
4 調整金具
5 推進台
6 定規
7 まくら木
8 押金具
9 押材
10 推進管
11 発進坑口壁
DESCRIPTION OF SYMBOLS 1 Fixed frame 2 Cross beam 3 Supporting pillar 4 Adjustment metal fitting 5 Propulsion stand 6 Ruler 7 Sleeper 8 Pushing bracket 9 Pushing material 10 Propulsion pipe 11 Starting well wall

Claims (1)

推進施工中に、発進立坑内の掘進機や推進管の浮上りやノースダウンを防止するための管体支持装置であって、
発進立坑内で前記掘進機及び推進管のセンタ−及びレベルを保持するために、掘進機及び推進管の下方の両側面に推進方向に延長して設けた定規の底部に、推進方向と直角に複数本のまくら木を固設した推進台と、発進坑口壁の後方の推進方向に掘進機及び推進管を取り囲むように上部の横梁と左右の支持柱を井桁状に組立てた固定枠と、前記固定枠の横梁の下方には掘進機や推進管の外面に当接するように装備した押金具と、固定枠の左右の支持柱の中間に設けた調整金具とにより構成され、前記固定枠は推進台または立坑の底板コンクリ−トに固定されて、少なくとも1ケ所以上に設置することを特徴とする管体支持装置。
During propulsion construction, it is a pipe support device for preventing the excavator and propulsion pipe from rising and northing down in the start shaft,
In order to maintain the center and level of the excavator and the propulsion pipe in the starting shaft, the bottom of the ruler provided in the propulsion direction on both sides below the excavator and the propulsion pipe is perpendicular to the propulsion direction. A fixed stand in which a plurality of sleepers are fixed, a fixed frame in which upper horizontal beams and left and right support columns are assembled in a cross-beam shape so as to surround the excavator and the propelling pipe in the propulsion direction behind the starting pit wall, and the fixing Below the transverse beam of the frame, it is composed of a pressing bracket equipped to contact the outer surface of the excavator and the propulsion pipe, and an adjustment bracket provided in the middle of the left and right support pillars of the fixed frame. Or it is fixed to the bottom plate concrete of a shaft, and is installed in at least one place or more.
JP2011280056A 2011-12-21 2011-12-21 Pipe body support device Pending JP2013130001A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110195595A (en) * 2019-05-09 2019-09-03 上海隧道工程有限公司 The stopping device and its application method of push-bench section of jurisdiction
CN110500122A (en) * 2019-08-22 2019-11-26 郑州市市政工程总公司 Waterproof reinforcement structure of pipe jacking construction opening and waterproof reinforcement method of pipe jacking construction opening
JP2020097836A (en) * 2018-12-18 2020-06-25 大成建設株式会社 Levitation prevention structure
CN113775823A (en) * 2021-08-19 2021-12-10 中建三局安装工程有限公司 Construction method of underwater pipe jacking tool

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JPS54133714A (en) * 1978-04-10 1979-10-17 Tekken Constr Co Fixing device of push pipe in excavation construction
JPS54154607U (en) * 1978-04-19 1979-10-27
JPH02115494A (en) * 1988-10-26 1990-04-27 Kinki Tsushin Kensetsu Kk Steel pipe propelling method and steel pipe propelling device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54133714A (en) * 1978-04-10 1979-10-17 Tekken Constr Co Fixing device of push pipe in excavation construction
JPS54154607U (en) * 1978-04-19 1979-10-27
JPH02115494A (en) * 1988-10-26 1990-04-27 Kinki Tsushin Kensetsu Kk Steel pipe propelling method and steel pipe propelling device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020097836A (en) * 2018-12-18 2020-06-25 大成建設株式会社 Levitation prevention structure
JP7133459B2 (en) 2018-12-18 2022-09-08 大成建設株式会社 Floating prevention structure
CN110195595A (en) * 2019-05-09 2019-09-03 上海隧道工程有限公司 The stopping device and its application method of push-bench section of jurisdiction
CN110500122A (en) * 2019-08-22 2019-11-26 郑州市市政工程总公司 Waterproof reinforcement structure of pipe jacking construction opening and waterproof reinforcement method of pipe jacking construction opening
CN110500122B (en) * 2019-08-22 2024-04-12 郑州市市政工程总公司 Waterproof reinforcing structure and waterproof reinforcing method for pipe-jacking construction hole
CN113775823A (en) * 2021-08-19 2021-12-10 中建三局安装工程有限公司 Construction method of underwater pipe jacking tool

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