JP2010229779A - Method for dismantling box-shaped roof pipe - Google Patents

Method for dismantling box-shaped roof pipe Download PDF

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JP2010229779A
JP2010229779A JP2009081323A JP2009081323A JP2010229779A JP 2010229779 A JP2010229779 A JP 2010229779A JP 2009081323 A JP2009081323 A JP 2009081323A JP 2009081323 A JP2009081323 A JP 2009081323A JP 2010229779 A JP2010229779 A JP 2010229779A
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box
roof
shaped roof
shaped
pipe
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JP5107292B2 (en
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Hitoshi Fujita
仁 藤田
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Okumura Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a dismantlement method which enables easy dismantlement of a unit box-shaped roof pipe pushed out into an arrival shaft, by enabling smooth dismantlement of the unit box-shaped roof pipe of a crosswise roof row. <P>SOLUTION: The plurality of box-shaped roof pipes 11 form the crosswise roof row 14 which is arranged in such a manner as to correspond to a ceiling of a caisson structure, and a pair of lengthwise roof rows 15 which are arranged in such a manner as to correspond to a side wall of the caisson structure. In a joint structure 10, a joint portion 16 between the pair of corner box-shaped roof pipes 11a, which is arranged in joint corners between the crosswise roof row 14 and the lengthwise roof rows 15 on both sides, and the lower box-shaped roof pipe 11b, which adjoins the corner box-shaped roof pipes 11a below them, can be vertically separated. The method for dismantling the box-shaped roof pipe includes a step of integrally hoisting the unit box-shaped roof pipes 12 of the crosswise roof row 14 upward together with the corner unit box-shaped roof pipes 12a on both sides, when removing the unit box-shaped roof pipe 12 pushed out into the arrival shaft 13. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、箱形ルーフ管の解体撤去方法に関し、特に、箱形ルーフ工法において、到達立坑に押し出された単位箱形ルーフ管を到達立坑から撤去するための箱形ルーフ管の解体撤去方法に関する。   TECHNICAL FIELD The present invention relates to a method for dismantling and removing a box-shaped roof pipe, and more particularly to a method for dismantling and removing a box-shaped roof pipe for removing a unit box-shaped roof pipe pushed out from a reaching shaft in the box-shaped roof construction method. .

例えば鉄道の軌条や道路の下方を横断するようにして、これらの鉄道や道路の使用状態を保持したまま函体構造物を地中に構築する工法として、箱形ルーフ工法が知られている(例えば、特許文献1、特許文献2参照)。箱形ルーフ工法は、設置される函体構造物の外周形状に沿って、好ましくは天井部及び両側の側壁部と対応する位置に、矩形断面を有する複数の箱形ルーフ管を、横方向及び縦方向に連設させて横方向ルーフ列及び縦方向ルーフ列として地中に先行設置しておき、横方向ルーフ列の上面や縦方向ルーフ列の側面に配置した縁切り板の端部を不動箇所に固定した状態で、既製の函体構造物の端面を縦方向ルーフ列及び横方向ルーフ列に当接させ、これらのルーフ列の内側の地盤を函体構造物の中空内部を介して撤去しつつ函体構造物を前進させることにより、函体構造物を箱形ルーフ管によるルーフ列と置換させて地中に設置するものである。   For example, a box-shaped roof construction method is known as a method of constructing a box structure in the ground while maintaining the state of use of these railroads and roads by crossing the railroad rails and roads below ( For example, see Patent Document 1 and Patent Document 2). The box-shaped roof construction method includes a plurality of box-shaped roof pipes having a rectangular cross section in the lateral direction and at positions corresponding to the ceiling portion and the side wall portions on both sides along the outer peripheral shape of the box structure to be installed. It is installed in the ground as a horizontal roof row and a vertical roof row continuously in the vertical direction, and the edge of the edge cutting plate placed on the upper surface of the horizontal roof row or the side surface of the vertical roof row is fixed. In this state, the end face of the ready-made box structure is brought into contact with the vertical roof row and the horizontal roof row, and the ground inside these roof rows is removed through the hollow interior of the box structure. While the box structure is moved forward, the box structure is replaced with a roof row of box-shaped roof pipes and installed in the ground.

このような箱形ルーフ工法では、地中に先行設置される箱形ルーフ管は、複数の単位箱形ルーフ管を軸方向に後方から順次継ぎ足しながら発進立坑から到達立坑に向けて掘進させるようになっている。また、地中に先行設置された箱形ルーフ管は、函体構造物の前進に伴って到達立坑に押し出され、押し出された箱形ルーフ管は、単位箱形ルーフ管毎に到達立坑を介して撤去されることになる。さらに、到達立坑には、H形鋼、溝形鋼等を組み付けて、ルーフ受架台が設けられており、特に天井部に設置された横方向ルーフ列の箱形ルーフ管は、到達立坑に押し出された単位箱形ルーフ管をルーフ受架台で受けてから、解体撤去されるようになっている。   In such a box roof construction method, the box roof pipe installed in advance in the ground is made to dig a plurality of unit box roof pipes from the starting shaft to the reaching shaft while sequentially connecting the unit box roof tubes from the rear in the axial direction. It has become. In addition, the box-shaped roof pipe installed in advance in the ground is pushed out to the reaching shaft as the box structure advances, and the extruded box-shaped roof tube passes through the reaching shaft for each unit box-shaped roof tube. Will be removed. Furthermore, H-shaped steel, groove-shaped steel, etc. are assembled in the reach shaft, and a roof cradle is provided. In particular, the box roof pipes in the horizontal roof row installed on the ceiling are pushed out to the reach shaft. The unit box-shaped roof pipe is received by the roof stand and then dismantled and removed.

そして、箱形ルーフ工法では、横方向又は縦方向に隣接する箱形ルーフ管の間の継手部は、隣接する一方の単位箱形ルーフ管の側面部に突出して設けられた複数の係合片と、他方の単位箱形ルーフ管の側面部に突出して設けられた複数の係合片とを係合することによって構成されており、このようなジャンクションと呼ばれる係合片による継手部に案内させて、隣接する一対の箱形ルーフ管が、これらの掘進作業中に横方向や縦方向への相対的な位置ずれを生じないようにする工夫がなされている。   In the box-type roof construction method, the joint portions between the box-shaped roof tubes adjacent in the horizontal direction or the vertical direction are provided with a plurality of engaging pieces protruding from the side surface of one of the adjacent unit box-shaped roof tubes. And a plurality of engaging pieces projecting from the side surface of the other unit box-type roof pipe are engaged with each other and guided to the joint portion by such an engaging piece called a junction. Thus, a device is devised to prevent a pair of adjacent box-shaped roof pipes from being displaced relative to each other in the horizontal direction or the vertical direction during the excavation work.

特公平4−32199号公報Japanese Examined Patent Publication No. 4-32199 特公平7−35719号公報Japanese Patent Publication No. 7-35719

しかしながら、隣接する箱形ルーフ管の間に、各側面部から突出する係合片による継手部が設けられていると、特に横方向ルーフ列を構成する箱形ルーフ管については、箱形ルーフ管が到達立坑に押し出されて単位箱形ルーフ管毎に撤去される際に、横方向に隣接する箱形ルーフ管の継手部の係合片が邪魔になって、単位箱形ルーフ管を撤去し難くなる場合がある。   However, when a joint portion by an engagement piece protruding from each side surface portion is provided between adjacent box roof tubes, the box roof tube particularly for the box roof tubes constituting the lateral roof row. When the unit box-type roof pipe is pushed out to the reach shaft and removed for each unit box-type roof pipe, the engagement piece of the joint part of the box-type roof pipe adjacent in the lateral direction gets in the way, and the unit box-type roof pipe is removed. It may be difficult.

すなわち、到達立坑が、例えば掘進方向に沿った長さが単位箱形ルーフ管の2倍を超える相当の大きさで形成されていて、到達立坑に押し出された単位箱形ルーフ管を、到達立坑の内部において横方向に隣接する箱形ルーフ管をかわせるように一本毎にさらに前方に引き出すことができれば、係合片による継手部の係合を長手方向に解除させてから各単位箱形ルーフ管を吊り上げることが可能である。しかしながら、例えば用地買収や周囲の交通量等との関係で、到達立坑を自由な大きさで形成することができず、掘進方向に沿った長さが例えば単位箱形ルーフ管の長さよりも長く単位箱形ルーフ管の2倍の長さよりも短い程度の大きさでしか到達立坑を形成できない場合には、横方向ルーフ列の箱形ルーフ管を構成する単位箱形ルーフ管を一本毎にさらに前方に引き出して、係合片による継手部の係合を長手方向に解除することは困難である。   That is, the reaching shaft is formed in a size that is considerably larger than, for example, twice the length of the unit box-shaped roof pipe along the direction of excavation, and the unit box-shaped roof tube extruded to the reaching shaft is If the box-shaped roof pipes that are adjacent to each other in the lateral direction can be pulled forward one by one, the unit box roof is released after the engagement of the joints by the engagement pieces is released in the longitudinal direction. It is possible to lift the tube. However, for example, due to land acquisition and surrounding traffic, the vertical shaft cannot be formed in a free size, and the length along the excavation direction is longer than the length of the unit box roof pipe, for example. If the vertical shaft can only be formed with a size shorter than twice the length of the unit box roof pipe, the unit box roof pipes constituting the box roof pipe of the lateral roof row are arranged one by one. Furthermore, it is difficult to pull forward and release the engagement of the joint portion by the engagement piece in the longitudinal direction.

このため、従来の箱形ルーフ工法では、例えば到達立坑が狭い場合には、ガス切断等によって継手部の係合片が邪魔にならないように除去してから、横方向ルーフ列の単位箱形ルーフ管をさらに前方に引き出すことなく吊り上げる方法が採用されていたが、係合片を除去する作業や、単位箱形ルーフ管を転用して用いる際に除去した係合片を溶接等によって再び取り付け直す作業に多くの手間を要することになる。   For this reason, in the conventional box roof construction method, for example, when the vertical shaft is narrow, the engagement pieces of the joint portion are removed so as not to interfere with gas cutting or the like, and then the unit box roof of the lateral roof row The method of lifting the pipe without pulling it further forward was adopted, but the work of removing the engaging piece or the fitting piece removed when diverting and using the unit box-type roof pipe is reattached by welding or the like. A lot of work is required for the work.

本発明は、横方向ルーフ列の箱形ルーフ管を構成する単位箱形ルーフ管を、スムーズに到達立坑から撤去できるようにして、到達立坑が狭い場合でも、多くの手間を要することなく、到達立坑に押し出された単位箱形ルーフ管を容易に解体撤去してゆくことのできる箱形ルーフ管の解体撤去方法を提供することを目的とする。   The present invention makes it possible to smoothly remove the unit box roof pipes constituting the box roof pipes of the lateral roof row from the reaching shaft, so that even if the reaching shaft is narrow, it does not require much labor. It is an object of the present invention to provide a method for dismantling and removing a box-shaped roof pipe that can easily dismantle and remove a unit box-shaped roof pipe pushed out to a shaft.

本発明は、設置される函体構造物の外周形状に沿って、複数の矩形断面を有する箱形ルーフ管を、発進立坑から到達立坑に向けて掘進させることにより地中に並べて設置し、しかる後に、設置した複数の箱形ルーフ管と置き換えるようにして、発進立坑から到達立坑に向けて前記函体構造物を掘進させることにより地中に設置する箱形ルーフ工法において、前記到達立坑に押し出された単位箱形ルーフ管を前記到達立坑から撤去するための箱形ルーフ管の解体撤去方法であって、前記複数の箱形ルーフ管は、前記函体構造物の天井部と対応する位置に配置される横方向ルーフ列と、前記函体構造物の両側の側壁部と対応する位置に配置される一対の縦方向ルーフ列とを形成するようになっており、前記横方向ルーフ列と両側の前記縦方向ルーフ列との接合角部分に配置される一対の角部箱形ルーフ管と、これの下方に隣接する下方箱形ルーフ管との間の継手部が、上下方向に離別可能な継手構造となっており、前記到達立坑に順次押し出された押出し方向先端の前記単位箱形ルーフ管を撤去する際に、両側の角部単位箱形ルーフ管と共に前記横方向ルーフ列を形成する複数の前記単位箱形ルーフ管を一体として上方に吊り上げる工程を含んでいる箱形ルーフ管の解体撤去方法を提供することにより、上記目的を達成したものである。   The present invention installs a box-shaped roof pipe having a plurality of rectangular cross-sections along the outer peripheral shape of the box structure to be installed side by side from the starting vertical shaft to the reaching vertical shaft. Later, in the box-type roof construction method that is installed in the ground by excavating the box structure from the starting vertical shaft to the reaching vertical shaft, replacing the plurality of box-shaped roof pipes that have been installed, A method for dismantling and removing a box-shaped roof pipe for removing the unit box-shaped roof pipe from the reach shaft, wherein the plurality of box-shaped roof pipes are located at positions corresponding to the ceiling portion of the box structure. A horizontal roof row arranged and a pair of vertical roof rows arranged at positions corresponding to side walls on both sides of the box structure are formed. The vertical direction of the The joint portion between the pair of corner box roof pipes arranged at the joining corner portion with the row and the lower box roof pipe adjacent to the lower corner box roof pipe has a joint structure that can be separated in the vertical direction. A plurality of the unit box shapes that form the lateral roof rows together with the corner unit box roof tubes on both sides when removing the unit box roof tubes at the front end in the pushing direction sequentially pushed out to the reach shaft. The object has been achieved by providing a method for dismantling and removing a box-shaped roof tube that includes a step of lifting the roof tube as a unit.

そして、本発明の箱形ルーフ管の解体撤去方法は、前記上下方向に離別可能な継手構造が、前記角部箱形ルーフ管の下部側面部及び前記下方箱形ルーフ管の上部側面部から垂直に突出して固着された、フラット断面形状の係合片を係合することによって構成されていることが好ましい。   In the method for dismantling and removing the box-shaped roof tube of the present invention, the joint structure that can be separated in the vertical direction is perpendicular to the lower side surface portion of the corner box-shaped roof tube and the upper side surface portion of the lower-shaped box-shaped roof tube. It is preferable to be configured by engaging an engaging piece having a flat cross-sectional shape that protrudes and is fixed to the surface.

また、本発明の箱形ルーフ管の解体撤去方法は、前記上下方向に離別可能な継手構造が、前記角部箱形ルーフ管又は前記下方箱形ルーフ管の内側から装着されるボルト部材を介してこれらの側面部に着脱可能に締着された係合片を用いて構成されており、両側の角部単位箱形ルーフ管と共に前記横方向ルーフ列を形成する複数の前記単位箱形ルーフ管を一体として上方に吊り上げるのに先立って、前記係合片の締着を前記角部箱形ルーフ管又は前記下方箱形ルーフ管の内側から解除するようになっていることが好ましい。   Further, in the method for dismantling and removing the box-shaped roof pipe of the present invention, the joint structure that can be separated in the vertical direction is provided via a bolt member that is mounted from the inside of the corner box-shaped roof pipe or the lower box-shaped roof pipe. A plurality of unit box-type roof tubes that are formed by using engagement pieces that are detachably fastened to the side portions and that form the lateral roof rows together with the corner unit box-type roof tubes on both sides. It is preferable that the fastening of the engaging piece is released from the inside of the corner box-shaped roof tube or the lower box-shaped roof tube prior to lifting upward as a unit.

本発明の箱形ルーフ管の解体撤去方法によれば、横方向ルーフ列の箱形ルーフ管を構成する単位箱形ルーフ管をスムーズに到達立坑から撤去できるようにして、到達立坑が狭い場合でも、多くの手間を要することなく、到達立坑に押し出された単位箱形ルーフ管を容易に解体撤去してゆくことができる。   According to the method for dismantling and removing a box-shaped roof pipe of the present invention, the unit box-shaped roof pipe constituting the box-shaped roof pipe of the lateral roof row can be smoothly removed from the reaching shaft, even when the reaching shaft is narrow. The unit box roof pipe pushed out to the reaching shaft can be easily dismantled and removed without much labor.

本発明の好ましい一実施形態に係る箱形ルーフ管の解体撤去方法が採用される箱形ルーフ工法を説明する断面図である。It is sectional drawing explaining the box-shaped roof construction method by which the dismantling removal method of the box-shaped roof pipe which concerns on preferable one Embodiment of this invention is employ | adopted. 本発明の好ましい一実施形態に係る箱形ルーフ管の解体撤去方法を説明する略示斜視図である。It is a schematic perspective view explaining the dismantling removal method of the box-shaped roof pipe | tube which concerns on preferable one Embodiment of this invention. 本発明の好ましい一実施形態に係る箱形ルーフ管の解体撤去方法において用いられる、角部箱形ルーフ管と下方箱形ルーフ管との間の継手構造を説明する要部正面図である。It is a principal part front view explaining the joint structure between a corner box-shaped roof pipe and a lower box-shaped roof pipe used in the method for dismantling and removing a box-shaped roof pipe according to a preferred embodiment of the present invention. (a)は、本発明の好ましい一実施形態に係る箱形ルーフ管の解体撤去方法において用いられる、角部箱形ルーフ管と下方箱形ルーフ管との間の他の継手構造を説明する要部略示断面図、(b)は、(a)のA部拡大図である。(A) is a key to explain another joint structure between a corner box-shaped roof pipe and a lower box-shaped roof pipe used in the method for dismantling and removing a box-shaped roof pipe according to a preferred embodiment of the present invention. Part schematic sectional drawing, (b) is the A section enlarged view of (a).

本発明の好ましい一実施形態に係る箱形ルーフ管の解体撤去方法は、図1及び図2に示すように、例えば鉄道の軌条30の下方を横断して、例えば道路トンネル用の地下構造物を形成するための矩形断面を有する中空の函体構造物17を、鉄道の軌条30の下方の地中に先行設置された、複数の箱形ルーフ管11によるルーフ列14,15と置き換えることにより設置して構築する箱形ルーフ工法において採用されたものである。   As shown in FIGS. 1 and 2, the method for dismantling and removing a box-shaped roof pipe according to a preferred embodiment of the present invention, for example, crosses the lower part of a rail 30 of a railway, for example, an underground structure for a road tunnel. Installation by replacing the hollow box structure 17 having a rectangular cross section to be formed with roof rows 14 and 15 by a plurality of box-shaped roof pipes 11 installed in advance in the ground below the railroad rail 30. It was adopted in the box-shaped roof construction method constructed in this way.

ここで、本実施形態では、函体構造物17は、その先端部分に刃口部材31が取り付けられており、この刃口部材31を切羽面に押し付けつつ、横方向ルーフ列14及び縦方向ルーフ列15によって囲まれる内側の地盤32を掘削すると共に、箱形ルーフ管11を到達立坑13に押し出しながら、到達立坑13に向けて掘進されるようになっている。また、本実施形態では、到達立坑13に押し出された箱形ルーフ管11は、押出し方向Xの先端の単位箱形ルーフ管12から順次解体撤去されるようになっていると共に、函体構造物17の天井部17aに沿って配置された横方向ルーフ列14の単位箱形ルーフ管12は、到達立坑13に設けられたルーフ受架台33によって受けてから解体撤去されるようになっている。   Here, in the present embodiment, the box structure 17 has a blade edge member 31 attached to a tip portion thereof, and the lateral roof row 14 and the vertical roof are pressed while pressing the blade edge member 31 against the face surface. While excavating the inner ground 32 surrounded by the row 15, the box-shaped roof pipe 11 is pushed out toward the reaching shaft 13 while being pushed out toward the reaching shaft 13. Further, in the present embodiment, the box-shaped roof tube 11 pushed out to the reach shaft 13 is sequentially dismantled and removed from the unit box-shaped roof tube 12 at the tip in the extrusion direction X, and the box structure. The unit box-shaped roof pipes 12 of the lateral roof row 14 arranged along the ceiling portion 17a of the 17 are received by a roof support 33 provided in the reaching shaft 13 and then dismantled and removed.

さらに、本実施形態では、到達立坑13は、用地買収や周囲の交通量等との関係で、押出し方向Xに沿った長さが、例えば3.0〜6.0m程度の長さの単位箱形ルーフ管12よりも長く、単位箱形ルーフ管12の2倍の長さよりも短い程度の大きさで形成されており、このような小さくて狭い到達立坑13においても、押し出された単位箱形ルーフ管12を、多くの手間を要することなく、効率良く容易に解体撤去して行くことができるようにするために、本発明の箱形ルーフ管の解体撤去方法が採用されるようになっている。   Furthermore, in this embodiment, the reach shaft 13 is a unit box having a length along the pushing direction X of, for example, about 3.0 to 6.0 m in relation to land acquisition, surrounding traffic, and the like. It is longer than the roof pipe 12 and shorter than twice the length of the unit box roof pipe 12, and even in such a small and narrow reaching shaft 13, the extruded unit box shape is formed. In order to enable the roof tube 12 to be efficiently and easily disassembled and removed without requiring much labor, the method for dismantling and removing the box-shaped roof tube of the present invention has been adopted. Yes.

そして、本実施形態の箱形ルーフ管の解体撤去方法は、設置される函体構造物17の外周形状に沿って、複数の矩形断面を有する箱形ルーフ管11を、発進立坑(図示せず)から到達立坑13に向けて掘進させることにより地中に並べて設置し、しかる後に、設置した複数の箱形ルーフ管11と置き換えるようにして、発進立坑から到達立坑13に向けて函体構造物17を掘進させることにより地中に設置する箱形ルーフ工法において、到達立坑13に押し出された単位箱形ルーフ管12を到達立坑13から撤去するための解体撤去方法であって、複数の箱形ルーフ管11は、函体構造物17の天井部17aと対応する位置に配置される横方向ルーフ列14と、函体構造物17の両側の側壁部(図示せず)と対応する位置に配置される一対の縦方向ルーフ列15とを形成するようになっており、横方向ルーフ列14と両側の縦方向ルーフ列15との接合角部分に配置される一対の角部箱形ルーフ管11aと、これの下方に隣接する下方箱形ルーフ管11bとの間の継手部16が、上下方向に離別可能な継手構造10となっており、到達立坑13に順次押し出された押出し方向Xの先端の単位箱形ルーフ管12を撤去する際に、両側の角部単位箱形ルーフ管12aと共に横方向ルーフ列14を形成する複数の単位箱形ルーフ管12を一体として上方に吊り上げる工程を含んでいる。   And the method of dismantling and removing the box-shaped roof pipe of this embodiment is a method for connecting the box-shaped roof pipe 11 having a plurality of rectangular cross sections along the outer peripheral shape of the box structure 17 to be installed (not shown). ) From the starting vertical shaft toward the vertical shaft 13 so as to replace the plurality of box-shaped roof pipes 11 installed. In the box roof construction method installed in the ground by excavating 17, a dismantling removal method for removing the unit box roof pipe 12 pushed out to the reaching shaft 13 from the reaching shaft 13, comprising a plurality of box shapes The roof tube 11 is disposed at a position corresponding to the lateral roof row 14 disposed at a position corresponding to the ceiling portion 17 a of the box structure 17 and side wall portions (not shown) on both sides of the box structure 17. A pair of A directional roof row 15 is formed, and a pair of corner box-shaped roof tubes 11a disposed at the joint corners of the lateral roof row 14 and the longitudinal roof rows 15 on both sides, and below The joint portion 16 between the lower box-shaped roof pipe 11b adjacent to the unit is a joint structure 10 that can be separated in the vertical direction, and the unit box-shaped roof at the tip in the pushing direction X that is sequentially pushed out to the reaching shaft 13 When the pipe 12 is removed, a plurality of unit box-shaped roof pipes 12 forming a lateral roof row 14 together with the corner unit box-shaped roof pipes 12a on both sides are integrally lifted upward.

また、本実施形態の箱形ルーフ管の解体撤去方法では、上下方向に離別可能な継手構造10は、図3に拡大して示すように、角部箱形ルーフ管11aの下部側面部及び下方箱形ルーフ管11bの上部側面部から垂直に突出して固着された、フラット断面形状の一対の内側係合片18,18及びフラット断面形状の一対の外側係合片19,19を係合することによって構成されている。   Further, in the method for dismantling and removing the box-shaped roof tube of the present embodiment, the joint structure 10 that can be separated in the vertical direction is, as shown in an enlarged view in FIG. Engage a pair of inner engagement pieces 18 and 18 with a flat cross-sectional shape and a pair of outer engagement pieces 19 and 19 with a flat cross-sectional shape fixed vertically projecting from the upper side surface of the box-shaped roof tube 11b. It is constituted by.

本実施形態では、箱形ルーフ管11を構成する単位箱形ルーフ管12として、例えばアール・アンド・シー工法(株式会社奥村組製)に使用する公知の矩形パイプが好ましく用いられている。単位箱形ルーフ管12は、例えば縦横800mm程度の矩形(正方形)の断面形状を備えると共に、内部に作業員が入って作業を行うことが可能な中空部分を備えている。   In the present embodiment, as the unit box-shaped roof pipe 12 constituting the box-shaped roof pipe 11, a known rectangular pipe used for, for example, the R & C method (manufactured by Okumura Corporation) is preferably used. The unit box-shaped roof pipe 12 has a rectangular (square) cross-sectional shape of about 800 mm in length and width, for example, and a hollow portion in which an operator can enter and work.

また、単位箱形ルーフ管12は、長手方向の両端部の四隅の部分に、ボルト締着孔25が形成された連結リブ26が取り付けられている。これらの連結リブ26を介して、連結ボルトにより複数の単位箱形ルーフ管12を軸方向に後方から順次継ぎ足しながら、発進立坑から到達立坑13に向けて箱形ルーフ管11を掘進させることができるようになっている。   In addition, the unit box-shaped roof pipe 12 is provided with connecting ribs 26 having bolt fastening holes 25 formed at the four corners at both ends in the longitudinal direction. Through these connecting ribs 26, the box-shaped roof tube 11 can be advanced from the starting shaft to the reaching shaft 13 while sequentially connecting a plurality of unit box-shaped roof tubes 12 from the rear in the axial direction by connecting bolts. It is like that.

さらに、本実施形態では、横方向ルーフ列14を構成する箱形ルーフ管11の上面や、縦方向ルーフ列15を構成する箱形ルーフ管11の外側面に沿って、例えば上述のアール・アンド・シー工法に使用する公知のフリクションカットプレートからなる縁切り板27(図1参照)が設けられている。これらの縁切り板27は、地中に設置した複数の箱形ルーフ管11によるルーフ列14,15の後方に函体構造物17を接続して押し出すことにより、ルーフ列14,15と置き換えて函体構造物17を地中に設置する際に、ルーフ列14,15を周囲の地盤から縁切りする機能と、函体構造物17のスライド移動を容易にするガイド面としての機能を発揮することになる。   Further, in the present embodiment, along the upper surface of the box-shaped roof tube 11 constituting the lateral roof row 14 and the outer surface of the box-shaped roof tube 11 constituting the longitudinal roof row 15, for example, the above-mentioned R & D. An edge cutting plate 27 (see FIG. 1) made of a known friction cut plate used for the sea construction method is provided. These edge cutting plates 27 are replaced with the roof rows 14 and 15 by connecting and pushing out the box structure 17 behind the roof rows 14 and 15 by the plurality of box-shaped roof pipes 11 installed in the ground. When the body structure 17 is installed in the ground, the roof rows 14 and 15 are cut from the surrounding ground, and the function as a guide surface that facilitates the sliding movement of the box structure 17 is exhibited. Become.

そして、本実施形態では、横方向ルーフ列14と両側の縦方向ルーフ列15との接合角部分に配置される一対の角部箱形ルーフ管11aと、これの下方に隣接する下方箱形ルーフ管11bとの間の継手部16の継手構造10が、上述のように、角部箱形ルーフ管11aの下部側面部及び下方箱形ルーフ管11bの上部側面部に固着して設けられた、フラット断面形状の一対の内側係合片18,18とフラット断面形状の一対の外側係合片19,19とを係合することによって構成されいて、角部単位箱形ルーフ管12aと下方単位箱形ルーフ管12bとを上下方向に離別可能な構造となっている。   In the present embodiment, a pair of corner box-shaped roof pipes 11a disposed at the joining corners of the horizontal roof row 14 and the vertical roof rows 15 on both sides, and a lower box-shaped roof adjacent below the pair of corner box-shaped roof tubes 11a. As described above, the joint structure 10 of the joint portion 16 between the pipe 11b and the lower side surface portion of the corner box-shaped roof tube 11a and the upper side surface portion of the lower box-shaped roof tube 11b are provided. The corner unit box-shaped roof pipe 12a and the lower unit box are configured by engaging a pair of inner engagement pieces 18, 18 having a flat cross-sectional shape and a pair of outer engagement pieces 19, 19 having a flat cross-sectional shape. The roof pipe 12b can be separated in the vertical direction.

すなわち、本実施形態では、角部箱形ルーフ管11aを構成する角部単位箱形ルーフ管12aの下方箱形ルーフ管11bと対向する下部側面部には、その外側部分及び内側部分に、内側係合片18,18として、フラット断面形状を備える帯板形状の係合片が、例えば70mmの突出高さで下部側面部に対して垂直下方に突出して、角部単位箱形ルーフ管12aの略全長に亘って例えば溶着接合により各々取り付けられている。   That is, in the present embodiment, the lower side surface portion of the corner unit box-shaped roof tube 12a that constitutes the corner box-shaped roof tube 11a that faces the lower box-shaped roof tube 11b has an inner portion on its outer portion and inner portion. As the engagement pieces 18, 18, a strip-shaped engagement piece having a flat cross-sectional shape protrudes vertically downward with respect to the lower side surface portion with a protruding height of, for example, 70 mm, and the corner unit box-shaped roof tube 12 a For example, they are attached over substantially the entire length by welding, for example.

また、下方箱形ルーフ管11bを構成する下方単位箱形ルーフ管12bの角部箱形ルーフ管11aと対向する上部側面部には、その外側部分及び内側部分に、外側係合片19,19として、フラット断面形状を備える帯板形状の係合片が、例えば70mmの突出高さで上部側面部に対して垂直上方に突出して、下方単位箱形ルーフ管11bの略全長に亘って例えば溶着接合により各々取り付けられている。   Further, on the upper side surface portion of the lower unit box-shaped roof tube 12b constituting the lower box-shaped roof tube 11b facing the corner box-shaped roof tube 11a, outer engagement pieces 19, 19 are provided on the outer and inner portions thereof. For example, a strip-shaped engagement piece having a flat cross-sectional shape protrudes vertically upward with respect to the upper side surface portion with a projection height of 70 mm, for example, and is welded over substantially the entire length of the lower unit box-shaped roof tube 11b. Each is attached by bonding.

このような一対の内側係合片18,18と一対の外側係合片19,19とによる角部単位箱形ルーフ管12aと下方単位箱形ルーフ管12bとの間の継手部16の継手構造10によれば、一対の外側係合片19,19の内側に一対の内側係合片18,18が係合されていることにより、掘進作業中に、これら単位箱形ルーフ管12a,12bの横方向の相対的な位置ずれを効果的に回避することができるようになっていると共に、外側係合片19,19と内側係合片18,18とが、各側面部から垂直に突出するフラット断面形状を備えているので、角部単位箱形ルーフ管12aと下方単位箱形ルーフ管12bとを上下方向に容易に離別することができるようになっている。   The joint structure of the joint portion 16 between the corner unit box-shaped roof pipe 12a and the lower unit box-shaped roof pipe 12b by the pair of inner engagement pieces 18, 18 and the pair of outer engagement pieces 19, 19. 10, the pair of inner engagement pieces 18, 18 are engaged with the inside of the pair of outer engagement pieces 19, 19. The relative displacement in the lateral direction can be effectively avoided, and the outer engagement pieces 19 and 19 and the inner engagement pieces 18 and 18 protrude vertically from the side portions. Since the flat cross-sectional shape is provided, the corner unit box-shaped roof pipe 12a and the lower unit box-shaped roof pipe 12b can be easily separated in the vertical direction.

また、本実施形態では、角部箱形ルーフ管11aと下方箱形ルーフ管11bとの間の継手部16の他、横方向又は縦方向に隣接するその他の箱形ルーフ管11(単位箱形ルーフ管12)の間の各継手部16’においても、単位箱形ルーフ管12の側面部から各々垂直に突出して固着された、フラット断面形状の一対の内側係合片18,18及びフラット断面形状の一対の外側係合片19,19を、内側係合片18,18を外側係合片19,19の内側に各々配置して係合することで継手構造が形成されるようになっている。これによって、横方向ルーフ列14及び両側の縦方向ルーフ列15を構成する箱形ルーフ管11(単位箱形ルーフ管12)が一体となって、各隣接する箱形ルーフ管11(単位箱形ルーフ管12)が、掘進作業中に横方向や縦方向への相対的な位置ずれを生じないようにすることができるようになっている。   In this embodiment, in addition to the joint portion 16 between the corner box-shaped roof tube 11a and the lower box-shaped roof tube 11b, other box-shaped roof tubes 11 (unit box shape) adjacent in the horizontal direction or the vertical direction. Also in each joint portion 16 ′ between the roof pipes 12), a pair of inner engagement pieces 18, 18 having a flat cross-sectional shape and a flat cross-section, which are fixed vertically projecting from the side surface portions of the unit box-type roof pipe 12. A pair of outer engagement pieces 19, 19 having a shape are arranged and engaged with inner engagement pieces 18, 18 inside the outer engagement pieces 19, 19 to form a joint structure. Yes. As a result, the box-shaped roof tubes 11 (unit box-shaped roof tubes 12) constituting the horizontal roof row 14 and the vertical roof rows 15 on both sides are integrated, and each adjacent box-shaped roof tube 11 (unit box shape) is integrated. The roof tube 12) can prevent relative displacement in the horizontal and vertical directions during excavation work.

そして、本実施形態では、到達立坑13に順次押し出された押出し方向Xの先端の単位箱形ルーフ管12を撤去する際に、両側の角部単位箱形ルーフ管12aと共に横方向ルーフ列14を形成する複数の単位箱形ルーフ管12を、一体として上方に吊り上げる工程を含んでいる。   And in this embodiment, when removing the unit box-shaped roof pipe 12 of the front-end | tip of the extrusion direction X pushed out to the reach shaft 13 sequentially, the horizontal direction roof row | line | column 14 is put together with the corner unit box-shaped roof pipes 12a on both sides. A step of lifting upward the unit box-shaped roof pipes 12 to be formed is included.

すなわち、横方向ルーフ列14を形成する複数の単位箱形ルーフ管12を一体として上方に吊り上げる工程では、図2に示すように、好ましくは、到達立坑13に押し出された、押出し方向Xの先端の複数の単位箱形ルーフ管12に対して、両側の角部箱形ルーフ管11aを含む横方向ルーフ列14を構成する複数の単位箱形ルーフ管12,12aを連結するようにして、帯板状プレート部材からなる吊上げ金具20を取り付け、この吊上げ金具20を介して、横方向ルーフ列14の複数の単位箱形ルーフ管12,12aを、縦方向ルーフ列15と離別させて一体として同時に吊り上げるようになっている。   That is, in the step of lifting the unit box roof pipes 12 forming the lateral roof row 14 together as one unit, as shown in FIG. A plurality of unit box-shaped roof tubes 12, 12a constituting a lateral roof row 14 including corner box-shaped roof tubes 11a on both sides are connected to the plurality of unit box-shaped roof tubes 12, A lifting bracket 20 made of a plate-like plate member is attached, and a plurality of unit box-shaped roof pipes 12 and 12a of the lateral roof row 14 are separated from the vertical roof row 15 through the lifting fitting 20 at the same time. It is designed to be lifted.

ここで、本実施形態では、吊上げ金具20は、例えば金属製の帯板状プレート部材の両端部分を垂直下方に折り曲げることにより、水平添設部20aと両側の垂直添設部20bとからなるコの字断面形状を有するように形成されており、両側の一対の垂直添設部20bの間の間隔が、横方向ルーフ列14の幅に相当する間隔となるように垂直添設部20bが設けられている。   Here, in the present embodiment, the lifting metal fitting 20 is formed by, for example, bending the both end portions of a metal band plate-like plate member vertically downward, thereby forming a horizontal attachment portion 20a and vertical attachment portions 20b on both sides. The vertical attachment portion 20b is provided so that the distance between the pair of vertical attachment portions 20b on both sides is equal to the width of the lateral roof row 14. It has been.

また、水平添設部20a及び垂直添設部20bには、適宜の箇所にボルト締着孔が開口形成されている。これらのボルト締着孔を、好ましくは、横方向ルーフ列14を構成する単位箱形ルーフ管12の外周側面部に形成された箱形ルーフ側ボルト締着孔に合致させて、ボルト部材21を締着することにより、横方向ルーフ列14を構成する各単位箱形ルーフ管12,12aを各々吊上げ金具20に接合し、これによって、複数の単位箱形ルーフ管12,12aを、当該吊上げ金具20を介して一体として同時に上方に吊り上げることができるようになっている。なお、本実施形態では、箱形ルーフ側ボルト締着孔として、好ましくは単位箱形ルーフ管12,12aの外周側面部に形成されているグラウト注入孔を、そのまま利用して用いることができる。   In addition, bolt fastening holes are formed at appropriate positions in the horizontal attachment portion 20a and the vertical attachment portion 20b. These bolt fastening holes are preferably matched with the box-shaped roof side bolt fastening holes formed on the outer peripheral side surface of the unit box-shaped roof pipe 12 constituting the lateral roof row 14, and the bolt member 21 is fitted. By fastening, the unit box-shaped roof tubes 12, 12a constituting the lateral roof row 14 are joined to the lifting bracket 20, respectively, whereby the plurality of unit box-shaped roof tubes 12, 12a are joined to the lifting bracket. It can be lifted upwards as a single unit via 20. In the present embodiment, as the box-shaped roof side bolt fastening hole, a grout injection hole formed preferably on the outer peripheral side surface of the unit box-shaped roof pipe 12, 12a can be used as it is.

さらに、本実施形態では、吊上げ金具20の両端部分には、吊上げワイヤ22の下端部が連結されている。これらの吊上げワイヤ22及び吊上げ金具20を介して、クローラクレーンやレッカー等の吊上げ重機により、到達立坑13に押し出された横方向ルーフ列14の複数の単位箱形ルーフ管12,12aを、上下方向に離別可能な継手部16の継手構造10によって、角部単位箱形ルーフ管12aを縦方向ルーフ列15の下方単位箱形ルーフ管12bと離別させつつ、一体としてスムーズに吊り上げて、到達立坑13から容易に撤去することがきるようになっている。   Furthermore, in this embodiment, the lower end portion of the lifting wire 22 is connected to both end portions of the lifting bracket 20. A plurality of unit box-shaped roof pipes 12 and 12a of the lateral roof row 14 pushed out by the lifting heavy machinery such as a crawler crane and a wrecker through the lifting wire 22 and the lifting bracket 20 are vertically moved. With the joint structure 10 of the joint part 16 that can be separated into two parts, the corner unit box-shaped roof pipe 12a is separated from the lower unit box-shaped roof pipe 12b of the longitudinal roof row 15 and is smoothly lifted up as a unit to reach the reaching shaft 13 It can be easily removed from.

また、横方向ルーフ列14の複数の単位箱形ルーフ管12,12aが一体として撤去された後は、残りの縦方向ルーフ列15を構成する単位箱形ルーフ管12b,12については、一つの側面部のみに残された継手部16の係合状態をスムーズに解除しながら、一体ずつ上方に吊上げてゆくことにより、順次容易に解体撤去してゆくことが可能になる。   In addition, after the plurality of unit box roof tubes 12 and 12a of the lateral roof row 14 are removed as a unit, the unit box roof tubes 12b and 12 constituting the remaining vertical roof row 15 are While smoothly releasing the engaged state of the joint part 16 left only on the side surface part, it is possible to disassemble and remove one after another easily by lifting up one by one.

すなわち、本実施形態の箱形ルーフ管の解体撤去方法によれば、横方向ルーフ列14の箱形ルーフ管11,11aを構成する単位箱形ルーフ管12,12aを、継手部16の係合片18,19を除去することなくスムーズに到達立坑13から撤去できるようにして、到達立坑13が狭い場合でも、多くの手間を要することなく、到達立坑13に押し出された単位箱形ルーフ管12を容易に解体撤去してゆくことが可能になる。   That is, according to the method for dismantling and removing the box-shaped roof tube of the present embodiment, the unit box-shaped roof tubes 12, 12a constituting the box-shaped roof tubes 11, 11a of the lateral roof row 14 are engaged with the joint portion 16. The unit box-type roof pipe 12 pushed out to the reaching shaft 13 is not required much trouble even if the reaching shaft 13 is narrow so that it can be smoothly removed from the reaching shaft 13 without removing the pieces 18 and 19. Can be easily dismantled and removed.

図4(a),(b)は、本実施形態の箱形ルーフ管の解体撤去方法において用いられる、角部箱形ルーフ管11a(角部単位箱形ルーフ管12a)と下方箱形ルーフ管11b(下方単位箱形ルーフ管12b)との間の継手部16における、上下方向に離別可能な他の継手構造10’を例示するものである。   4 (a) and 4 (b) show a corner box roof tube 11a (corner unit box roof tube 12a) and a lower box roof tube used in the method for dismantling and removing a box roof tube of this embodiment. The other joint structure 10 'which can be separated in the up-down direction in the joint part 16 between 11b (lower unit box-type roof pipes 12b) is illustrated.

すなわち、図4(a),(b)に示す継手構造10’は、角部箱形ルーフ管11aの内側から装着されるボルト部材23を介して角部箱形ルーフ管11aの下部側面部に着脱可能に締着された、L字断面形状の一対の係合片24を用いて構成されており、両側の角部単位箱形ルーフ管12aと共に横方向ルーフ列14を形成する複数の単位箱形ルーフ管12を一体として上方に吊り上げるのに先立って、係合片24の締着を角部箱形ルーフ管11aの内側から解除するようになっている。   That is, the joint structure 10 ′ shown in FIGS. 4 (a) and 4 (b) is formed on the lower side surface portion of the corner box roof tube 11a via the bolt member 23 mounted from the inside of the corner box roof tube 11a. A plurality of unit boxes which are configured by using a pair of engaging pieces 24 having an L-shaped cross section, which are detachably fastened, and which form the lateral roof row 14 together with the corner unit box-shaped roof pipes 12a on both sides. Prior to lifting the roof pipe 12 as a unit, the engagement piece 24 is released from the inside of the square box roof pipe 11a.

ここで、図4(a),(b)に示す継手構造10’では、角部箱形ルーフ管11aの下部側面部から下方に突出する一対の係合片24は、当該下部側面部に沿って配置される基盤プレート28に一体として接合されて取り付けられている。また基盤プレート28には、長手方向に間隔をおいて複数の雌ネジ孔29が形成されている。これらの雌ネジ孔29に、角部単位箱形ルーフ管12aの下部側面部に長手方向に間隔をおいて貫通形成された複数のボルト締着孔34を各々合致させ、角部単位箱形ルーフ管12aの内側からボルト部材23を各々装着して螺合することにより、一対の係合片24は、角部単位箱形ルーフ管12aの下部側面部からL字断面形状に突出して取り付けられることになる。   Here, in the joint structure 10 ′ shown in FIGS. 4 (a) and 4 (b), the pair of engaging pieces 24 projecting downward from the lower side surface portion of the corner box-shaped roof tube 11a are along the lower side surface portion. Are integrally joined and attached to the base plate 28 arranged in the same manner. A plurality of female screw holes 29 are formed in the base plate 28 at intervals in the longitudinal direction. A plurality of bolt fastening holes 34 penetratingly formed in the lower side surface portion of the corner unit box-shaped roof tube 12a at intervals in the longitudinal direction are matched with these female screw holes 29, respectively. By attaching and screwing bolt members 23 from the inside of the tube 12a, the pair of engaging pieces 24 are attached so as to protrude from the lower side surface portion of the corner unit box-shaped roof tube 12a into an L-shaped cross-sectional shape. become.

また、図4(a),(b)に示す継手構造10’では、角部箱形ルーフ管11aの下部側面部に取り付けられた係合片24と共に継手部16を構成する、下方箱形ルーフ管11bの上部側面部に突出して設けられた一対の係合片35は、当該上部側面部に一体として固着接合された、L字断面形状を有する係合片35となっている。また、これらの係合片35は、継手部16において、角部単位箱形ルーフ管12aの一対のL字断面形状の係合片24と鉤状に係合されるように、これらの係合片24の内側に隣接する位置に各々取り付けられることになる。   Further, in the joint structure 10 ′ shown in FIGS. 4A and 4B, the lower box roof that forms the joint portion 16 together with the engagement piece 24 attached to the lower side surface portion of the corner box roof tube 11a. A pair of engagement pieces 35 provided so as to protrude from the upper side surface portion of the tube 11b is an engagement piece 35 having an L-shaped cross-sectional shape, which is integrally fixed to the upper side surface portion. Further, these engagement pieces 35 are engaged with the pair of L-shaped cross-section engagement pieces 24 of the corner unit box-shaped roof pipe 12a in the joint portion 16 so as to be hooked. Each piece is attached to a position adjacent to the inside of the piece 24.

そして、図4(a),(b)に示す継手構造10’によって上下方向に離別可能な継手部16を形成した場合でも、横方向ルーフ列14の箱形ルーフ管11,11aを構成する単位箱形ルーフ管12,12aを、角部箱形ルーフ管11aの内側からの簡易な作業で係合片24が接合された基盤プレート28の締着を解除することによって、一体として同時に吊り上げ可能な状態とすることができ、これによって上述と同様に、横方向ルーフ列14の単位箱形ルーフ管12,12a、及び縦方向ルーフ列15の単位箱形ルーフ管12b,12を、容易に且つスムーズに到達立坑13から撤去してゆくことが可能になる。   And even when the joint part 16 that can be separated in the vertical direction is formed by the joint structure 10 ′ shown in FIGS. 4A and 4B, the units constituting the box-shaped roof pipes 11, 11 a of the lateral roof row 14. The box-shaped roof tubes 12 and 12a can be lifted simultaneously as a single unit by releasing the fastening of the base plate 28 to which the engagement pieces 24 are joined by a simple operation from the inside of the corner-shaped box-shaped roof tube 11a. As a result, the unit box roof tubes 12 and 12a of the lateral roof row 14 and the unit box roof tubes 12b and 12 of the vertical roof row 15 can be easily and smoothly, as described above. It becomes possible to remove from the reaching shaft 13.

なお、本発明は上記実施形態に限定されることなく種々の変更が可能である。例えば、角部箱形ルーフ管や下方箱形ルーフ管の内側から装着されるボルト部材を用いてこれらの側面部に着脱可能に締着される係合片は、当該係合片が一体接合される基盤プレートを介して締着される必要は必ずしも無く、ボルト部材を用いて係合片を角部箱形ルーフ管や下方箱形ルーフ管の側面部に直接締着することもできる。   The present invention is not limited to the above-described embodiment, and various modifications can be made. For example, the engaging pieces that are detachably fastened to the side surfaces using bolt members attached from the inside of the corner box roof pipe or the lower box roof pipe are integrally joined. It is not always necessary to be fastened via the base plate, and the engaging piece can be directly fastened to the side portion of the corner box-shaped roof tube or the lower box-shaped roof tube using a bolt member.

10,10’ 継手構造
11 箱形ルーフ管
11a 角部箱形ルーフ管
11b 下方箱形ルーフ管
12 単位箱形ルーフ管
12a 角部単位箱形ルーフ管
12b 下方単位箱形ルーフ管
13 到達立坑
14 横方向ルーフ列
15 縦方向ルーフ列
16 継手部
17 函体構造物
18 内側係合片
19 外側係合片
20 吊上げ金具
20a 水平添設部
20b 垂直添設部
21 ボルト部材
22 吊上げワイヤ
23 ボルト部材
24 着脱可能な係合片
28 基盤プレート
29 雌ネジ孔
34 ボルト締着孔
35 係合片
10, 10 'Joint structure 11 Box-shaped roof tube 11a Corner box-shaped roof tube 11b Lower box-shaped roof tube 12 Unit box-shaped roof tube 12a Corner unit box-shaped roof tube 12b Lower unit box-shaped roof tube 13 Reaching shaft 14 Horizontal Directional roof row 15 Longitudinal roof row 16 Joint portion 17 Box structure 18 Inner engagement piece 19 Outer engagement piece 20 Lifting bracket 20a Horizontal attachment portion 20b Vertical attachment portion 21 Bolt member 22 Lifting wire 23 Bolt member 24 Possible engagement piece 28 Base plate 29 Female screw hole 34 Bolt fastening hole 35 Engagement piece

Claims (3)

設置される函体構造物の外周形状に沿って、複数の矩形断面を有する箱形ルーフ管を、発進立坑から到達立坑に向けて掘進させることにより地中に並べて設置し、しかる後に、設置した複数の箱形ルーフ管と置き換えるようにして、発進立坑から到達立坑に向けて前記函体構造物を掘進させることにより地中に設置する箱形ルーフ工法において、前記到達立坑に押し出された単位箱形ルーフ管を前記到達立坑から撤去するための箱形ルーフ管の解体撤去方法であって、
前記複数の箱形ルーフ管は、前記函体構造物の天井部と対応する位置に配置される横方向ルーフ列と、前記函体構造物の両側の側壁部と対応する位置に配置される一対の縦方向ルーフ列とを形成するようになっており、
前記横方向ルーフ列と両側の前記縦方向ルーフ列との接合角部分に配置される一対の角部箱形ルーフ管と、これの下方に隣接する下方箱形ルーフ管との間の継手部が、上下方向に離別可能な継手構造となっており、
前記到達立坑に順次押し出された押出し方向先端の前記単位箱形ルーフ管を撤去する際に、両側の角部単位箱形ルーフ管と共に前記横方向ルーフ列を形成する複数の前記単位箱形ルーフ管を一体として上方に吊り上げる工程を含んでいる箱形ルーフ管の解体撤去方法。
Along with the outer peripheral shape of the box structure to be installed, box-shaped roof pipes having a plurality of rectangular cross-sections are installed side by side by excavating from the starting shaft to the reaching shaft, and then installed. In the box-type roof construction method that is installed in the ground by excavating the box structure from the starting shaft to the reaching shaft by replacing with a plurality of box-shaped roof pipes, the unit box pushed out to the reaching shaft A method for dismantling and removing a box-shaped roof pipe for removing a shaped roof pipe from the reach shaft,
The plurality of box-shaped roof pipes are a pair of lateral roof rows disposed at positions corresponding to the ceiling portion of the box structure and positions corresponding to side wall portions on both sides of the box structure. And the vertical roof row of
There is a joint portion between a pair of corner box roof tubes disposed at a joint angle portion between the lateral roof row and the vertical roof rows on both sides, and a lower box roof tube adjacent below the pair of corner box roof tubes. The joint structure can be separated in the vertical direction.
A plurality of unit box roof pipes that form the lateral roof row together with the corner unit box roof pipes on both sides when removing the unit box roof pipes at the front ends in the pushing direction sequentially pushed out to the reach shaft. A method for dismantling and removing a box-shaped roof pipe, which includes a step of lifting upward as a unit.
前記上下方向に離別可能な継手構造は、前記角部箱形ルーフ管の下部側面部及び前記下方箱形ルーフ管の上部側面部から垂直に突出して固着された、フラット断面形状の係合片を係合することによって構成されている請求項1に記載の箱形ルーフ管の解体撤去方法。 The joint structure that can be separated in the vertical direction includes an engagement piece having a flat cross-sectional shape that is vertically protruded and fixed from a lower side surface portion of the corner box roof tube and an upper side surface portion of the lower box roof tube. The method for dismantling and removing a box-shaped roof pipe according to claim 1, wherein the box-shaped roof pipe is disassembled. 前記上下方向に離別可能な継手構造は、前記角部箱形ルーフ管又は前記下方箱形ルーフ管の内側から装着されるボルト部材を介してこれらの側面部に着脱可能に締着された係合片を用いて構成されており、両側の角部単位箱形ルーフ管と共に前記横方向ルーフ列を形成する複数の前記単位箱形ルーフ管を一体として上方に吊り上げるのに先立って、前記係合片の締着を前記角部箱形ルーフ管又は前記下方箱形ルーフ管の内側から解除するようになっている請求項1に記載の箱形ルーフ管の解体撤去方法。 The joint structure that can be separated in the vertical direction is an engagement that is detachably fastened to these side portions via bolt members attached from the inside of the corner box roof tube or the lower box roof tube. Prior to lifting the unit box-shaped roof tubes together forming the lateral roof row together with the corner unit box-shaped roof tubes on both sides together as a unit, The method for dismantling and removing a box-shaped roof tube according to claim 1, wherein the fastening of the box-shaped roof tube is released from the inside of the corner box-shaped roof tube or the lower box-shaped roof tube.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464675A (en) * 2016-02-01 2016-04-06 北京首尔工程技术有限公司 Novel surface contact pipe curtain structure and construction method thereof
JP2016176257A (en) * 2015-03-20 2016-10-06 植村 誠 Construction method of underground structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165389U (en) * 1987-04-15 1988-10-27
JPH1046979A (en) * 1996-08-05 1998-02-17 Makoto Uemura Cylinder member for box-shaped roof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165389U (en) * 1987-04-15 1988-10-27
JPH1046979A (en) * 1996-08-05 1998-02-17 Makoto Uemura Cylinder member for box-shaped roof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016176257A (en) * 2015-03-20 2016-10-06 植村 誠 Construction method of underground structure
CN105464675A (en) * 2016-02-01 2016-04-06 北京首尔工程技术有限公司 Novel surface contact pipe curtain structure and construction method thereof

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