JP6066063B2 - Removal method of tunnel partition - Google Patents

Removal method of tunnel partition Download PDF

Info

Publication number
JP6066063B2
JP6066063B2 JP2013019777A JP2013019777A JP6066063B2 JP 6066063 B2 JP6066063 B2 JP 6066063B2 JP 2013019777 A JP2013019777 A JP 2013019777A JP 2013019777 A JP2013019777 A JP 2013019777A JP 6066063 B2 JP6066063 B2 JP 6066063B2
Authority
JP
Japan
Prior art keywords
tunnel
partition
removal target
ceiling
section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2013019777A
Other languages
Japanese (ja)
Other versions
JP2014148882A (en
Inventor
福本 勝司
勝司 福本
守幸 塙
守幸 塙
忠彦 辻
忠彦 辻
修治 黒川
修治 黒川
尚矢 庄司
尚矢 庄司
加藤 直樹
直樹 加藤
方哉 木村
方哉 木村
重洋 岡
重洋 岡
隆司 中西
隆司 中西
秀明 西浦
秀明 西浦
大輔 泉水
大輔 泉水
公明 阪本
公明 阪本
小林 誠
誠 小林
中村 亮
亮 中村
康太 丈達
康太 丈達
進 中野
進 中野
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.)
Obayashi Corp
Nippon Express Co Ltd
Original Assignee
Obayashi Corp
Nippon Express 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 Obayashi Corp, Nippon Express Co Ltd filed Critical Obayashi Corp
Priority to JP2013019777A priority Critical patent/JP6066063B2/en
Publication of JP2014148882A publication Critical patent/JP2014148882A/en
Application granted granted Critical
Publication of JP6066063B2 publication Critical patent/JP6066063B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

本発明は、主として横流換気方式に用いられているトンネル仕切り体を撤去する際に適用されるトンネル仕切り体の撤去方法に関する。   The present invention relates to a tunnel partition removing method applied when removing a tunnel partition mainly used in a cross-flow ventilation system.

道路トンネルにおいては、トンネル内を走行する自動車からの排気ガスでトンネル内の空気が汚染されることがないよう、必要に応じて換気システムを導入する必要があり、総延長が長い道路トンネルでは、機械による強制換気が不可欠となる。   In a road tunnel, it is necessary to introduce a ventilation system as necessary so that the exhaust air from the automobile traveling in the tunnel is not contaminated, and in a road tunnel with a long total length, Forced ventilation by machine is indispensable.

道路トンネルの機械換気には、トンネルの頂部内面から吊持されたジェットファンや立坑内の換気設備を用いることでトンネル軸方向に沿った換気を行う縦流換気方式や、トンネル内に配置された送排気ダクトを用いることでトンネル軸に直交する方向に沿った送排気を行う横流換気方式、あるいはそれらを組み合わせた換気方式がある。   For mechanical ventilation of road tunnels, a vertical flow ventilation system that ventilates along the tunnel axis direction by using a jet fan suspended from the inner surface of the top of the tunnel and a ventilation facility in the shaft, or installed in the tunnel There is a cross-flow ventilation system that performs air supply and exhaust along the direction perpendicular to the tunnel axis by using an air supply and exhaust duct, or a ventilation system that combines them.

これらのうち、横流換気方式は、トンネル軸方向から見たときに全体が逆T字状断面となるように、トンネル内空間を天井で上下に仕切るとともに天井の上方に拡がる頂部空間をさらに隔壁で左右に仕切って該隔壁の一方の側を送気ダクト、他方の側を排気ダクトとしたものであり、トンネル軸方向に沿って送排気ダクトを設置しなければならない分、コスト高となるものの、交通量が多い場合には、十分かつ安定した換気性能を確保することが可能であるため、特に長大トンネルでは、数多く採用されてきた。   Among these, the cross-flow ventilation system partitions the space in the tunnel up and down with the ceiling so that the whole has an inverted T-shaped cross section when viewed from the tunnel axis direction, and further separates the top space that extends above the ceiling with a partition wall. Although it is divided into left and right, one side of the partition wall is an air supply duct, the other side is an exhaust duct, and the cost is high because the air supply and exhaust duct must be installed along the tunnel axial direction. Since it is possible to ensure sufficient and stable ventilation performance when there is a lot of traffic, many have been adopted especially in long tunnels.

一方、昨今の自動車排出ガス規制により、自動車の排出ガスに含まれる一酸化炭素、窒素酸化物、炭化水素類、黒煙といった大気汚染物質の濃度は著しく減少しており、道路トンネルの換気システムも、以前ほど高い換気性能を確保する必要性は乏しくなっている。   On the other hand, due to recent automobile exhaust gas regulations, the concentration of air pollutants such as carbon monoxide, nitrogen oxides, hydrocarbons and black smoke contained in automobile exhaust gas has been remarkably reduced, and road tunnel ventilation systems have also been reduced. The need to ensure high ventilation performance is less than before.

かかる状況下、横流換気方式を縦流換気方式その他の換気方式に変更する計画が検討され始めている。   Under such circumstances, plans to change the cross-flow ventilation system to the vertical-flow ventilation system or other ventilation systems are being studied.

中日本高速道路株式会社、[平成25年1月18日検索]、インターネット<URL :http://www.c-nexco.co.jp/images/urgency/64/bf62958e77a276e10a2feb9b50786911.pdf>Nakanihon Expressway Co., Ltd. [Search January 18, 2013], Internet <URL: http://www.c-nexco.co.jp/images/urgency/64/bf62958e77a276e10a2feb9b50786911.pdf>

トンネル換気方式を横流換気方式から他の換気方式に変更するにあたっては、上述したトンネル仕切り体を予め撤去しなければならないが、該トンネル仕切り体は、プレキャストコンクリートで形成された矩形の天井板をトンネル軸に直交する方向に沿って2枚が隣り合うようにかつトンネル軸方向に沿って連続するように水平配置し、それらの対向縁部をトンネルの頂部に取り付けられた吊り金具の下端に連結するとともに、反対側縁部をトンネルの対向側壁に連結することで天井を構成してあるとともに、同じくプレキャストコンクリートで形成された矩形の隔壁板を、吊り金具が配置された鉛直面に沿ってトンネル軸線方向に連続配置することで隔壁を構成してあり、これら天井板や隔壁板は、幅や高さが5m、奥行が1m、質量が1tを超える規模であって、上記の例では、1kmあたり枚数にして計3,000枚、質量にして3,000tにも上る。   When changing the tunnel ventilation system from the cross-flow ventilation system to another ventilation system, the above-mentioned tunnel partition body must be removed in advance, and the tunnel partition body uses a rectangular ceiling plate made of precast concrete as a tunnel. Horizontally arranged so that the two sheets are adjacent to each other along the direction perpendicular to the axis and continuous along the tunnel axis direction, and the opposite edges thereof are connected to the lower ends of the suspension fittings attached to the top of the tunnel. In addition, the ceiling is configured by connecting the opposite edge to the opposite side wall of the tunnel, and the rectangular partition plate, also formed of precast concrete, is connected to the tunnel axis along the vertical plane on which the hanging metal fittings are arranged. The partition walls are configured by continuously arranging in the direction. These ceiling plates and partition plates have a width and height of 5 m, a depth of 1 m, and a mass of 1 More than a scale, in the above example, a total of 3,000 in the 1km per number, as many as 3,000t in the mass.

そのため、ニブラ等の解体破砕機を用いた撤去方法では撤去作業に膨大な時間を要し、その結果、道路トンネルとしての供用停止期間が長期に及び、道路交通への影響が甚大となる。   For this reason, the removal method using a demolition crusher such as a nibler requires an enormous amount of time for the removal work, and as a result, the service suspension period as a road tunnel is prolonged and the influence on road traffic is enormous.

そこで、トンネル仕切り体を逆T字状断面のままトンネル内面から切り離して自走式多軸台車に載置し、これをトンネル外に搬出する撤去工法が計画されており、かかる工法によれば、トンネル仕切り体を数十mにわたって一度にトンネルから撤去することが可能であって、解体破砕機を用いた旧来の撤去方法に比べれば、撤去に要する時間を大幅に短縮することができる(非特許文献1)。   Therefore, a removal method is planned in which the tunnel partition body is separated from the inner surface of the tunnel with the inverted T-shaped cross section and placed on a self-propelled multi-axle carriage, and this is taken out of the tunnel. The tunnel partition can be removed from the tunnel at a time over several tens of meters, and the time required for removal can be greatly reduced compared to the conventional removal method using a dismantling crusher (non-patented) Reference 1).

しかしながら、トンネル仕切り体は上述したように逆T字状断面のまま、すなわち隔壁が起立した状態であって、通常の搬送速度では搬送物であるトンネル仕切り体が不安定となるため、トンネル坑外に設けられた解体ヤードまで微速走行を余儀なくされる。   However, as described above, the tunnel partition remains in an inverted T-shaped cross section, that is, the partition is in an upright state, and the tunnel partition that is the transported object becomes unstable at a normal transport speed. You will be forced to drive at a slow speed to the dismantling yard established in

加えて、既設トンネルの出入り口付近は、山間部ゆえに余裕スペースがあるとは限らず、緊急車両のための走行レーンを確保しておく必要性も考慮すれば、解体ヤードがトンネル出入り口から数km離れてしまう場合も想定されるところ、かかる状況では、トンネル仕切り体を解体ヤードまで搬送するのに長時間を要することになる。   In addition, the vicinity of the entrance and exit of the existing tunnel does not necessarily have enough space due to the mountainous area, and considering the necessity of securing a driving lane for emergency vehicles, the dismantling yard is several kilometers away from the tunnel entrance and exit In such a situation, it takes a long time to transport the tunnel partition to the dismantling yard.

一方、トンネル内は当然ながら空頭が制限されるため、トラッククレーンその他の移動式クレーンを用いた解体をトンネル内で行うことはきわめて困難であるほか、何より移動式クレーンが搬出作業の邪魔になることが懸念され、さりとてトンネル仕切り体をトンネル内面から切り離す際に隔壁を解体しようとする試みは即ち、解体のための作業をトンネル全長にわたって行うことを強いるものであって、撤去コストの増大を招くことにもなりかねない。   On the other hand, since the empty head is naturally limited in the tunnel, it is extremely difficult to dismantle using a truck crane or other mobile crane in the tunnel, and above all, the mobile crane disturbs the unloading work. Attempts to dismantle the bulkhead when separating the tunnel partition from the inner surface of the tunnel are forced to carry out the dismantling work over the entire length of the tunnel, resulting in an increase in removal costs. It can also be.

本発明は、上述した事情を考慮してなされたもので、トンネル仕切り体を構成する天井や隔壁を迅速かつ安全にかつ経済性に優れた形で撤去可能なトンネル仕切り体の撤去方法を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, and provides a method for removing a tunnel partition body that can quickly and safely remove a ceiling and partition walls constituting the tunnel partition body in an excellent and economical manner. For the purpose.

上記目的を達成するため、本発明に係るトンネル仕切り体の撤去方法は請求項1に記載したように、トンネルの内部空間を上下に仕切る天井と該天井の上方に拡がる頂部空間をトンネル軸に直交する鉛直断面において左右に仕切る隔壁とからなるトンネル仕切り体を前記トンネルから撤去するトンネル仕切り体の撤去方法において、
前記トンネル仕切り体のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を搬送台車で予め受け替え、
前記撤去対象区間内に位置するトンネル仕切り体を該トンネル仕切り体に属する天井の水平姿勢が保持され隔壁の起立姿勢が保持されるように前記トンネルの内面から切り離して撤去対象仕切り体として前記搬送台車に載置し、
前記搬送台車を前記トンネル内であって前記撤去対象区間から離間した位置に設けられ前記トンネルの内面近傍に解体用設備が配置された隔壁解体区間に向けて走行させることで、該隔壁解体区間に前記撤去対象仕切り体を移動させ、
前記撤去対象仕切り体を、該撤去対象仕切り体の天井を構成する天井板が水平姿勢を保持され隔壁を構成する隔壁板が起立姿勢から水平姿勢となるように前記解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離し、
前記撤去対象天井板が前記搬送台車に載置された状態で該搬送台車をあらたな撤去対象区間に戻し、前記受替え工程、前記切り離し工程、前記隔壁解体区間への移動工程及び前記解体分離工程を繰り返した後、前記搬送台車に前記撤去対象天井板が複数段にわたって載置された状態で該搬送台車を前記トンネルの外に走行させるものである。
In order to achieve the above object, according to the method for removing a tunnel partition according to the present invention, as described in claim 1, a ceiling for partitioning the interior space of the tunnel vertically and a top space extending above the ceiling are orthogonal to the tunnel axis. In the tunnel partition body removal method of removing the tunnel partition body composed of a partition wall partitioning left and right in the vertical cross section from the tunnel,
Among the tunnel partition bodies, the load of the tunnel partition body located in the section to be removed along the tunnel axial direction is received in advance by a transport carriage,
The transport carriage is separated from the inner surface of the tunnel so as to maintain the horizontal posture of the ceiling belonging to the tunnel partition and the standing posture of the partition so that the tunnel partition located in the removal target section is maintained. Placed on the
By moving the transport carriage toward the partition dismantling section provided in a position apart from the removal target section in the tunnel and dismantling equipment disposed in the vicinity of the inner surface of the tunnel, Moving the partition object to be removed;
The removal target partition body is dismantled by the dismantling equipment so that the ceiling plate constituting the ceiling of the removal target partition body is maintained in a horizontal posture and the partition plate constituting the partition wall is changed from a standing posture to a horizontal posture. Separated into target ceiling plate and removal target partition plate,
In the state where the removal target ceiling plate is placed on the transfer carriage, the transfer carriage is returned to a new removal target section, the replacement step, the separation step, the movement step to the bulkhead demolition zone, and the demolition separation step. After repeating the above, the transport carriage is caused to travel out of the tunnel in a state where the removal target ceiling plate is placed on the transport carriage over a plurality of stages.

また、本発明に係るトンネル仕切り体の撤去方法は請求項2に記載したように、トンネルの内部空間を上下に仕切る天井と該天井の上方に拡がる頂部空間をトンネル軸に直交する鉛直断面において左右に仕切る隔壁とからなるトンネル仕切り体を前記トンネルから撤去するトンネル仕切り体の撤去方法において、
前記トンネル仕切り体のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を受替え用搬送台車で予め受け替え、
前記撤去対象区間内に位置するトンネル仕切り体を該トンネル仕切り体に属する天井の水平姿勢が保持され隔壁の起立姿勢が保持されるように前記トンネルの内面から切り離して撤去対象仕切り体として前記受替え用搬送台車に載置し、
前記受替え用搬送台車を前記トンネル内であって前記撤去対象区間から離間した位置に設けられ前記トンネルの内面近傍に解体用設備が配置された隔壁解体区間に向けて走行させることで、該隔壁解体区間に前記撤去対象仕切り体を移動させ、
前記撤去対象仕切り体を、該撤去対象仕切り体の天井を構成する天井板が水平姿勢を保持され隔壁を構成する隔壁板が起立姿勢から水平姿勢となるように前記解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離し、
前記撤去対象天井板が前記受替え用搬送台車に載置された状態で該受替え用搬送台車をあらたな撤去対象区間に戻し、前記受替え工程、前記隔壁解体区間への移動工程及び前記解体分離工程を繰り返した後、前記受替え用搬送台車に前記撤去対象天井板が複数段にわたって載置された状態で該撤去対象天井板を前記受替え用搬送台車から運搬用搬送台車に所定の積替え地点で積み替え、
前記運搬用搬送台車に載置する形で前記撤去対象天井板を前記トンネルの外に搬出するものである。
Further, according to the method for removing a tunnel partition body according to the present invention, as described in claim 2, a ceiling for partitioning the interior space of the tunnel vertically and a top space extending above the ceiling in a vertical section perpendicular to the tunnel axis In the method for removing a tunnel partition body, the tunnel partition body comprising a partition wall partitioning into a tunnel is removed from the tunnel,
Among the tunnel partition bodies, the load of the tunnel partition body located in the section to be removed along the tunnel axial direction is preliminarily received by the transfer carriage for replacement,
The tunnel partition located in the removal target section is separated from the inner surface of the tunnel so as to maintain the horizontal posture of the ceiling belonging to the tunnel partition and the standing posture of the partition wall, and the replacement as the partition target to be removed. Placed on the transport cart for
By moving the transfer transport carriage toward the partition dismantling section provided in a position apart from the removal target section in the tunnel and dismantling equipment disposed near the inner surface of the tunnel, Move the removal target partition to the dismantling section,
The removal target partition body is dismantled by the dismantling equipment so that the ceiling plate constituting the ceiling of the removal target partition body is maintained in a horizontal posture and the partition plate constituting the partition wall is changed from a standing posture to a horizontal posture. Separated into target ceiling plate and removal target partition plate,
With the removal target ceiling plate placed on the replacement transport carriage, the replacement transport carriage is returned to a new removal target section, the replacement process, the movement process to the bulkhead demolition section, and the disassembly After the separation process is repeated, a predetermined transshipment of the removal target ceiling plate from the replacement transfer carriage to the transporting carriage is performed in a state where the removal target ceiling plate is placed in a plurality of stages on the replacement transfer carriage. Transshipment at point,
The removal target ceiling board is carried out of the tunnel while being placed on the transport carriage.

[第1の発明]
第1の発明に係るトンネル仕切り体の撤去方法においては、トンネルの内部空間に設置されたトンネル仕切り体を撤去するにあたり、まず、トンネル仕切り体のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を搬送台車で予め受け替える。
[First invention]
In the method for removing a tunnel partition according to the first invention, when removing the tunnel partition installed in the interior space of the tunnel, first, in the tunnel partition, in the section to be removed along the tunnel axis direction. The load of the tunnel partition located is received in advance by the transport carriage.

受替えにあたっては、必要に応じて搬送台車に備えられた昇降機構を駆動させて該搬送台車に設けられた載置台の上面を天井板の下面に当接させ、あるいは載置台と天井板との間にスペーサーを介在させるようにすればよい。   In the replacement, if necessary, the lifting mechanism provided in the transport cart is driven so that the upper surface of the mounting table provided on the transport cart is in contact with the lower surface of the ceiling plate, or between the mounting table and the ceiling plate. A spacer may be interposed between them.

次に、撤去対象区間内に位置するトンネル仕切り体を該トンネル仕切り体に属する天井の水平姿勢が保持され隔壁の起立姿勢が保持されるように、トンネルの内面から切り離して撤去対象仕切り体として搬送台車に載置する。   Next, the tunnel partition located in the removal target section is separated from the inner surface of the tunnel and transported as the removal target partition so that the horizontal posture of the ceiling belonging to the tunnel partition is maintained and the standing posture of the partition is maintained. Place on the trolley.

トンネル仕切り体をトンネル内面から切り離す際には、切り離し後に隔壁が倒れないよう、必要に応じて隔壁の両側面にステーを張るなどの措置を予め講じる。   When the tunnel partition is separated from the inner surface of the tunnel, measures such as extending stays on both sides of the partition are taken in advance so that the partition does not fall after the separation.

次に、搬送台車を隔壁解体区間に向けて走行させることで、該隔壁解体区間に撤去対象仕切り体を移動させる。   Next, by moving the transport carriage toward the partition wall dismantling section, the removal target partition is moved to the partition wall dismantling section.

次に、撤去対象仕切り体を、該撤去対象仕切り体の天井を構成する天井板が水平姿勢を保持され隔壁を構成する隔壁板が起立姿勢から水平姿勢となるように、上述した解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離する。   Next, with the dismantling equipment described above, remove the partition object to be removed so that the ceiling plate constituting the ceiling of the partition object to be removed is maintained in the horizontal posture and the partition plate constituting the partition wall is changed from the standing posture to the horizontal posture. Dismantle and separate into ceiling plate for removal and partition plate for removal.

次に、上述した解体分離工程の後、トンネルの外にすぐに搬出するのではなく、撤去対象天井板が搬送台車に載置された状態で該搬送台車をあらたな撤去対象区間に戻し、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返した後、搬送台車に撤去対象天井板が複数段にわたって載置された状態で該搬送台車をトンネルの外に走行させる。   Next, after the dismantling and separating step described above, instead of immediately carrying out the outside of the tunnel, the transporting carriage is returned to the new removal target section in a state where the ceiling board to be removed is placed on the transporting carriage. The transfer carriage, the separation process, the movement process to the partition wall dismantling section and the disassembly separation process are repeated, and then the transport carriage is moved out of the tunnel with the ceiling plate to be removed placed on a plurality of stages. Let

このように、本発明に係るトンネル仕切り体の撤去方法によれば、撤去対象区間とは別に隔壁解体区間を同一トンネル内に設けて該隔壁解体区間に撤去対象仕切り体を移動させるとともに、撤去対象仕切り体を、隔壁板が起立姿勢から水平姿勢となるように隔壁解体区間に設けられた解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離するようにしたので、トンネル外に解体ヤードを設けずとも、さらには該解体ヤードまで微速走行を余儀なくされることなく、トンネル仕切り体を天井板と隔壁板に分離し、これらをトンネル外に速やかに搬出することが可能となる。   Thus, according to the method for removing a tunnel partition according to the present invention, a partition wall dismantling section is provided in the same tunnel separately from the section to be removed, and the partition object to be removed is moved to the partition dismantling section, and the object to be removed The partition body was disassembled with the dismantling equipment provided in the partition wall dismantling section so that the partition wall plate changed from the standing posture to the horizontal posture and separated into the ceiling plate to be removed and the partition wall plate to be removed. Even without providing a dismantling yard, the tunnel partition body can be separated into a ceiling plate and a partition plate without being forced to travel to the dismantling yard at a low speed, and these can be quickly carried out of the tunnel.

加えて、解体用設備は、隔壁解体区間に設置しておけば足りるので、設備負担もわずかで済む。   In addition, the facility for dismantling need only be installed in the partition wall dismantling section, so that the facility burden is small.

また、撤去対象天井板が搬送台車に載置された状態で該搬送台車をあらたな撤去対象区間に戻し、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返すようにしたので、より多くの撤去対象天井板をまとめてトンネル外に搬出することが可能となり、撤去効率が向上する。   In addition, with the removal target ceiling plate placed on the transfer carriage, the transfer carriage is returned to the new removal target section, and the above-described replacement process, separation process, movement process to the bulkhead demolition section, and the demolition separation process are repeated. Since it did in this way, it becomes possible to carry out a lot more ceiling boards to be removed outside the tunnel, and the removal efficiency is improved.

上述した構成において、最初の撤去対象区間に係る撤去対象天井板とその上に同じく最初の撤去対象区間に係る撤去対象隔壁板が積載された状態で2番目の撤去対象区間に戻し、該撤去対象区間で2番目の撤去対象仕切り体を受替え載置してから隔壁解体区間に移動させて解体し、次いで、分離された2番目の撤去対象天井板及び撤去対象隔壁板を、撤去対象天井板の上に撤去対象隔壁板が積載される形で、最初の撤去対象天井板とその上に積載された撤去対象隔壁板に段重ねし、以下、同様にして撤去対象隔壁板を間に挟み込みながら撤去対象天井板を搬送台車に複数段に載置する手順を適当な回数だけ繰り返した後、トンネル外に搬出する構成が典型例となるが、撤去対象天井板は左右2枚で一組であり、水平姿勢での配置幅が例えば10mとなるのに対し、撤去対象隔壁板は一枚構成であって水平姿勢での配置幅が例えば5mとなるため、撤去対象隔壁板を挟み込みながら撤去対象天井板を積み上げる手順だと、搬送上の安定性を確保するのに手間を要する場合が考えられる。   In the configuration described above, return to the second removal target section in a state where the removal target ceiling board related to the first removal target section and the removal target partition board related to the first removal target section are stacked on the ceiling board. After the second partition object to be removed is placed in the section, it is moved to the partition wall dismantling section and disassembled, and then the separated ceiling board and the partition wall board to be removed are removed. Stack the target partition board on the first target ceiling board and the target partition board loaded on top of it, and then sandwich the target partition board in the same manner. A typical example is a configuration in which the removal target ceiling plate is placed in multiple stages on the transport cart after repeating the procedure a suitable number of times, and then removed from the tunnel. For example, the arrangement width in the horizontal posture is 1 In contrast, the removal target bulkhead plate has a single configuration and the horizontal width is, for example, 5 m. Therefore, the procedure is to stack the removal target ceiling plate while sandwiching the removal target bulkhead plate. It may be necessary to take time to ensure the stability of the system.

その場合には、撤去対象隔壁板を別の場所に仮置きし、撤去対象天井板だけを複数段にわたって搬送台車に載置するようにすればよい。   In that case, the removal target partition plate may be temporarily placed in another place, and only the removal target ceiling plate may be placed on the transport carriage over a plurality of stages.

[第2の発明]
第2の発明に係るトンネル仕切り体の撤去方法においては、トンネルの内部空間に設置されたトンネル仕切り体を撤去するにあたり、まず、トンネル仕切り体のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を受替え用搬送台車で予め受け替える。
[Second invention]
In the removal method of the tunnel partition body according to the second invention, in removing the tunnel partition body installed in the inner space of the tunnel, first, in the tunnel partition body within the section to be removed along the tunnel axis direction. The load of the tunnel partition located is received in advance by the transfer carriage.

受替えにあたっては、必要に応じて受替え用搬送台車に備えられた昇降機構を駆動させて該受替え用搬送台車に設けられた載置台の上面を天井板の下面に当接させ、あるいは載置台と天井板との間にスペーサーを介在させるようにすればよい。   In the replacement, if necessary, the lifting mechanism provided on the transfer carriage is driven so that the upper surface of the mounting table provided on the transfer carriage is brought into contact with the lower surface of the ceiling plate. A spacer may be interposed between the mounting table and the ceiling plate.

次に、撤去対象区間内に位置するトンネル仕切り体を該トンネル仕切り体に属する天井の水平姿勢が保持され隔壁の起立姿勢が保持されるように、トンネルの内面から切り離して撤去対象仕切り体として受替え用搬送台車に載置する。   Next, the tunnel partition located in the section to be removed is separated from the inner surface of the tunnel and received as the partition to be removed so that the horizontal posture of the ceiling belonging to the tunnel partition is maintained and the standing posture of the partition is maintained. Place on the replacement transport cart.

トンネル仕切り体をトンネル内面から切り離す際には、切り離し後に隔壁が倒れないよう、必要に応じて隔壁の両側面にステーを張るなどの措置を予め講じる。   When the tunnel partition is separated from the inner surface of the tunnel, measures such as extending stays on both sides of the partition are taken in advance so that the partition does not fall after the separation.

次に、受替え用搬送台車を隔壁解体区間に向けて走行させることで、該隔壁解体区間に撤去対象仕切り体を移動させる。   Next, by moving the transfer transport carriage toward the partition wall dismantling section, the partition object to be removed is moved to the partition wall dismantling section.

次に、撤去対象仕切り体を、該撤去対象仕切り体の天井を構成する天井板が水平姿勢を保持され隔壁を構成する隔壁板が起立姿勢から水平姿勢となるように、上述した解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離する。   Next, with the dismantling equipment described above, remove the partition object to be removed so that the ceiling plate constituting the ceiling of the partition object to be removed is maintained in the horizontal posture and the partition plate constituting the partition wall is changed from the standing posture to the horizontal posture. Dismantle and separate into ceiling plate for removal and partition plate for removal.

次に、上述した解体分離工程の後、トンネルの外にすぐに搬出するのではなく、撤去対象天井板が受替え用搬送台車に載置された状態で該受替え用搬送台車をあらたな撤去対象区間に戻し、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返した後、受替え用搬送台車に撤去対象天井板が複数段にわたって載置された状態で該撤去対象天井板を受替え用搬送台車から運搬用搬送台車に所定の積替え地点で積み替える。   Next, after the dismantling and separation step described above, the removal transportation carriage is newly removed while the removal target ceiling plate is placed on the replacement transportation carriage, instead of being immediately carried out of the tunnel. After returning to the target section and repeating the above-described replacement process, separation process, movement process to the bulkhead demolition section, and disassembly separation process, the removal target ceiling board is placed in a plurality of stages on the transfer carriage. The removal target ceiling board is transshipped from the transfer carriage to the transport carriage at a predetermined transshipment point.

撤去対象天井板を受替え用搬送台車から運搬用搬送台車に積み替えるにあたっては例えば、受替え用搬送台車と運搬用搬送台車との載荷台の高さを揃えた上で、運搬用搬送台車に設置されたウィンチを作動させることにより、受替え用搬送台車に載置されている撤去対象天井板を運搬用搬送台車の上に牽引する構成を採用することが可能である。   For example, when transferring the ceiling plate to be removed from the transfer transport cart to the transport transport cart, align the height of the loading platform between the transfer transport cart and the transport transport cart, and then change to the transport transport cart. By operating the installed winch, it is possible to employ a configuration in which the removal target ceiling plate placed on the transfer transport carriage is pulled on the transport carriage.

次に、運搬用搬送台車に撤去対象天井板が複数段にわたって載置された状態で該運搬用搬送台車をトンネルの外に走行させる。   Next, the transportation carriage is moved out of the tunnel in a state where the removal target ceiling boards are placed on the transportation carriage for a plurality of stages.

このように、本発明に係るトンネル仕切り体の撤去方法によれば、撤去対象区間とは別に隔壁解体区間を同一トンネル内に設けて該隔壁解体区間に撤去対象仕切り体を移動させるとともに、撤去対象仕切り体を、隔壁板が起立姿勢から水平姿勢となるように隔壁解体区間に設けられた解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離するようにしたので、トンネル外に解体ヤードを設けずとも、さらには該解体ヤードまで微速走行を余儀なくされることなく、トンネル仕切り体を天井板と隔壁板に分離し、これらをトンネル外に速やかに搬出することが可能となる。   Thus, according to the method for removing a tunnel partition according to the present invention, a partition wall dismantling section is provided in the same tunnel separately from the section to be removed, and the partition object to be removed is moved to the partition dismantling section, and the object to be removed The partition body was disassembled with the dismantling equipment provided in the partition wall dismantling section so that the partition wall plate changed from the standing posture to the horizontal posture and separated into the ceiling plate to be removed and the partition wall plate to be removed. Even without providing a dismantling yard, the tunnel partition body can be separated into a ceiling plate and a partition plate without being forced to travel to the dismantling yard at a low speed, and these can be quickly carried out of the tunnel.

加えて、解体用設備は、隔壁解体区間に設置しておけば足りるので、設備負担もわずかで済む。   In addition, the facility for dismantling need only be installed in the partition wall dismantling section, so that the facility burden is small.

また、撤去対象天井板が受替え用搬送台車に載置された状態で該受替え用搬送台車をあらたな撤去対象区間に戻し、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返すようにしたので、より多くの撤去対象天井板をまとめてトンネル外に搬出することが可能となり、撤去効率が向上する。   In addition, with the ceiling board to be removed placed on the exchange carriage, the exchange carriage is returned to the new section to be removed, and the above-described exchange process, separation process, and movement process to the bulkhead demolition section. In addition, since the dismantling and separation process is repeated, it is possible to collect more ceiling boards to be removed and carry them out of the tunnel, and the removal efficiency is improved.

また、撤去対象仕切り体の受替えは受替え用搬送台車で行い、解体された撤去対象天井板や撤去対象隔壁板の搬出は運搬用搬送台車で行うようにしたので、搬出作業の完了を待たずに、あるいは別の受替え用搬送台車をトンネル内に進入させることなく、積替え後の受替え用搬送台車を利用してあらたな撤去対象区間に対する撤去対象仕切り体の解体分離を行うことが可能となり、かくして解体分離と搬出とが分業され、全体の撤去工程をさらに短縮することができる。   In addition, the replacement partition was replaced with a transfer carriage, and the dismantled ceiling plate and partition bulkhead were removed with a transport carriage, so the completion of the unloading work was awaited. It is possible to dismantle and separate the partition body to be removed from the new section to be removed using the transfer carriage after the transshipment without having to enter the tunnel without entering another tunnel. Thus, dismantling and unloading are divided and the entire removal process can be further shortened.

上述した構成においては、最初の撤去対象区間に係る撤去対象天井板とその上に同じく最初の撤去対象区間に係る撤去対象隔壁板が受替え用搬送台車に積載された状態で該受替え用搬送台車を2番目の撤去対象区間に戻し、該撤去対象区間で2番目の撤去対象仕切り体を受替え載置してから隔壁解体区間に移動させて解体し、次いで、分離された2番目の撤去対象天井板及び撤去対象隔壁板を、撤去対象天井板の上に撤去対象隔壁板が積載される形で、最初の撤去対象天井板とその上に積載された撤去対象隔壁板に段重ねし、以下、同様にして撤去対象隔壁板を間に挟み込みながら撤去対象天井板を受替え用搬送台車に複数段に載置する手順を適当な回数だけ繰り返した後、運搬用搬送台車に積み替える構成が典型例となるが、撤去対象天井板は左右2枚で一組であり、水平姿勢での配置幅が例えば10mとなるのに対し、撤去対象隔壁板は一枚構成であって水平姿勢での配置幅が例えば5mとなるため、撤去対象隔壁板を挟み込みながら撤去対象天井板を積み上げる手順だと、積替え時あるいは搬送時の安定性を確保するのに手間を要する場合が考えられる。   In the above-described configuration, the replacement transport is performed in a state where the removal target ceiling plate related to the first removal target section and the removal target partition plate related to the first removal target section are loaded on the replacement transport carriage. Return the carriage to the second removal target section, place the second removal target partition in the removal target section, move it to the bulkhead demolition section, dismantle it, and then separate the second removal The target ceiling plate and the partition wall plate to be removed are stacked on the first ceiling plate to be removed and the partition wall plate to be removed stacked on the ceiling plate to be removed on the ceiling plate to be removed. In the same manner, after repeating the procedure of placing the removal target ceiling plate in a plurality of stages on the transfer carriage for replacement while sandwiching the partition wall board to be removed in the same manner, the configuration of reloading to the transfer carriage for transportation is performed. As a typical example, the ceiling to be removed Is a set of two left and right, and the arrangement width in the horizontal posture is, for example, 10 m, whereas the partition wall to be removed is a single piece, and the arrangement width in the horizontal posture is, for example, 5 m. If the procedure is to stack the ceiling plate to be removed while sandwiching the target partition plate, it may take time to secure the stability during transshipment or transportation.

その場合には、撤去対象隔壁板を別の場所に仮置きし、撤去対象天井板だけを複数段にわたって受替え用搬送台車に載置するとともに、これを運搬用搬送台車に積み替えるようにすればよい。   In that case, the partition board to be removed is temporarily placed in another place, and only the ceiling board to be removed is placed on the transfer carriage for multiple stages, and this is transferred to the transport carriage. That's fine.

[第1の発明及び第2の発明に共通する構成についての説明]
トンネル仕切り体は、横流換気方式における送排気ダクトの形成を目的とした構造体であって、プレキャストコンクリートで形成された矩形の天井板をトンネル軸に直交する方向に沿って2枚が隣り合うようにかつトンネル軸方向に沿って連続するように水平配置し、それらの対向縁部をトンネルの頂部に取り付けられた吊り金具の下端に連結するとともに、反対側縁部をトンネルの対向側壁に連結することで天井を構成するとともに、同じくプレキャストコンクリートで形成された矩形の隔壁板を、吊り金具が配置された鉛直面に沿ってトンネル軸線方向に連続配置することで隔壁を構成してなるものが主たる対象となるが、本発明のトンネル仕切り体は、天井に対して隔壁が起立したものであれば足り、吊り金具に代えて隔壁で天井を吊持するように構成されたものも含まれるし、トンネル換気用としては用いられていない場合や、トンネル照明設備の設置あるいは電気通信ケーブル等の敷設といったトンネル換気以外を目的としたものであってもかまわない。
[Description of Configuration Common to First Invention and Second Invention]
A tunnel partition is a structure for the purpose of forming an air supply / exhaust duct in a cross-flow ventilation system, and two rectangular ceiling plates made of precast concrete are adjacent to each other along a direction perpendicular to the tunnel axis. In addition, they are horizontally arranged so as to be continuous along the tunnel axis direction, and their opposite edges are connected to the lower ends of the suspension fittings attached to the top of the tunnel, and the opposite edge is connected to the opposite side wall of the tunnel. This is mainly composed of a rectangular partition plate, which is also made of precast concrete, and is configured by continuously arranging the partition wall in the tunnel axis direction along the vertical plane on which the hanging metal fittings are arranged. As a target, the tunnel partition of the present invention suffices as long as the partition wall stands up with respect to the ceiling. May be used for tunnel ventilation, or may be used for purposes other than tunnel ventilation, such as installation of tunnel lighting equipment or laying of telecommunications cables, etc. Absent.

撤去対象区間は、トンネルからの切離しが一度に可能な長さ範囲として、トンネルの全区間をトンネル軸に沿って区割りして定めることが可能であり、搬送台車あるいは受替え用搬送台車の種類や機能に応じて例えば50m程度に設定することができる。   The section to be removed can be determined by dividing the entire section of the tunnel along the tunnel axis as a length range that can be separated from the tunnel at one time. For example, it can be set to about 50 m depending on the function.

搬送台車や受替え用搬送台車は、走行用の駆動機構を自ら備えたものであるかどうかは問わないが、例えばドーリーと呼ばれる自走式多軸台車を用いることが可能である。   It does not matter whether the transport cart or the transfer transport cart is provided with a driving mechanism for traveling, but for example, a self-propelled multi-axis cart called a dolly can be used.

隔壁解体区間は、撤去対象区間と同じトンネル内であって、該撤去対象区間から離間した位置に設けられるとともに、トンネルの内面近傍に解体用設備を配置してあり、撤去対象仕切り体を隔壁解体区間に移動させるにあたっては、解体用設備の作業範囲に撤去対象仕切り体を位置決めする。   The partition wall dismantling section is located in the same tunnel as the removal target section, and is provided at a position apart from the removal target section, and dismantling equipment is disposed in the vicinity of the inner surface of the tunnel, and the partition target partitioning body is disassembled When moving to the section, the removal target partition is positioned in the work range of the dismantling facility.

解体用設備は、撤去対象仕切り体を解体したときに、隔壁板が起立姿勢から水平姿勢に移行される形で天井板から分離できるように構成する必要があるが、起立姿勢から水平姿勢への姿勢移行には必ずしも引上げ操作を伴うものではないので、その意味では揚重可能な設備である必要はない。   The dismantling equipment needs to be configured so that when the partition to be removed is dismantled, the partition plate can be separated from the ceiling plate in a form that transitions from the standing posture to the horizontal posture, but from the standing posture to the horizontal posture. Since the posture transition does not necessarily involve a lifting operation, it does not need to be capable of lifting in that sense.

解体用設備は、トンネル内面のうち、異なる角度位置に取り付けられた複数のウィンチで構成することが可能であるし、安全面で問題がないのであれば、頂部近傍のみに取り付けられた単体のウィンチで構成することも可能である。   The dismantling equipment can be composed of a plurality of winches attached at different angular positions on the inner surface of the tunnel, and if there is no problem in terms of safety, a single winch attached only near the top It is also possible to configure.

トンネル軸方向に沿った解体用設備の設置範囲、すなわち隔壁解体区間の長さは、撤去対象区間と同等の長さ、例えば50mとすることで、撤去対象仕切り体をまとめて解体することができるが、これを例えば5分の1に分割して10mとした上、撤去対象仕切り体をトンネル軸方向に10mずつずらしては解体する手順を繰り返す構成、さらには、トンネル軸方向に沿った天井板や隔壁板の長さ(奥行き)を基準としてこれを例えば1mとした上、撤去対象仕切り体をトンネル軸方向に1mずつずらしては解体する手順を繰り返す構成が可能であり、いずれを選択するかは、解体に要する時間と解体用設備の設置コストとの兼ね合いで適宜定めればよい。   The installation range of the dismantling equipment along the tunnel axis direction, that is, the length of the partition wall dismantling section is the same length as the section to be removed, for example, 50 m, so that the partition bodies to be removed can be disassembled together. However, this is divided into 1/5, for example, to 10 m, and the removal target partition is shifted 10 m in the tunnel axis direction to repeat the disassembling procedure, and further the ceiling plate along the tunnel axis direction It is possible to repeat the disassembling procedure by shifting the partition object to be removed by 1 m in the tunnel axis direction after setting this to, for example, 1 m based on the length (depth) of the partition plate. May be determined as appropriate in consideration of the time required for dismantling and the installation cost of dismantling equipment.

第1実施形態に係るトンネル仕切り体の撤去方法の実施手順を示した図。The figure which showed the implementation procedure of the removal method of the tunnel partition body which concerns on 1st Embodiment. 引き続き同撤去方法の実施手順を示した図。The figure which showed the implementation procedure of the removal method continuously. 同撤去方法が適用されるトンネル1の図であり、(a)はトンネル軸方向から見た鉛直断面図、(b)はA−A線方向から見た矢視図。It is the figure of the tunnel 1 to which the removal method is applied, (a) is a vertical sectional view seen from the tunnel axis direction, (b) is an arrow view seen from the AA line direction. トンネル仕切り体4aをトンネル1から切り離し、撤去対象仕切り体34として搬送台車31に載置する様子を示した鉛直断面図。FIG. 4 is a vertical sectional view showing a state in which the tunnel partition body 4a is cut off from the tunnel 1 and placed on the transport carriage 31 as a removal target partition body 34. 撤去対象仕切り体34を解体してそれを構成する天井板5及び隔壁板8を撤去対象天井板45と撤去対象隔壁板48に分離する様子を示した鉛直断面図。The vertical sectional view which showed a mode that the removal target partition body 34 was disassembled and the ceiling board 5 and the partition board 8 which comprise it were isolate | separated into the removal target ceiling board 45 and the removal target partition board 48. FIG. 撤去対象天井板45及び撤去対象隔壁板48が搬送台車31に載置された様子を示した鉛直断面図。FIG. 4 is a vertical sectional view showing a state in which a removal target ceiling plate 45 and a removal target partition plate 48 are placed on a transport carriage 31. 撤去対象天井板45及び撤去対象隔壁板48を複数段に段重ねされた状態で搬送台車31でトンネル1の外に搬出する様子を示した鉛直断面図。The vertical sectional view which showed a mode that the removal object ceiling board 45 and the removal object partition board 48 were carried out of the tunnel 1 with the conveyance trolley | bogie 31 in the state piled up in multiple steps. 第2実施形態に係るトンネル仕切り体の撤去方法の実施手順を示した図。The figure which showed the implementation procedure of the removal method of the tunnel partition body which concerns on 2nd Embodiment. 引き続き同撤去方法の実施手順を示した図。The figure which showed the implementation procedure of the removal method continuously.

以下、本発明に係るトンネル仕切り体の撤去方法の実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。   Hereinafter, an embodiment of a tunnel partition removing method according to the present invention will be described with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.

[第1実施形態]
図1及び図2は、第1実施形態に係るトンネル仕切り体の撤去方法を示した施工手順図、図3は同撤去方法が適用されるトンネルのトンネル軸方向から見た鉛直断面図及びA−A線方向から見た矢視図である。
[First embodiment]
FIGS. 1 and 2 are construction procedure diagrams showing a tunnel partition removing method according to the first embodiment, and FIG. 3 is a vertical sectional view and A- as seen from the tunnel axial direction of a tunnel to which the removing method is applied. It is an arrow view seen from the A line direction.

図3でわかるように本実施形態に係るトンネル仕切り体の撤去方法は、トンネル1の内部空間を上下に仕切る天井2と、該天井の上方に拡がる頂部空間をトンネル軸に直交する鉛直断面において左右に仕切る隔壁3とからなる逆T字状断面のトンネル仕切り体4に適用されるものであって、天井2は、プレキャストコンクリートで形成された矩形の天井板5をトンネル軸に直交する方向に沿って2枚が隣り合うようにかつトンネル軸方向に沿って連続するように水平配置し、それらの対向縁部をトンネル1の頂部に取り付けられた吊り金具6の下端に連結するとともに、反対側縁部をトンネル1の対向側壁7,7にそれぞれ連結して構成してあり、隔壁3は、同じくプレキャストコンクリートで形成された矩形の隔壁板8を、吊り金具6が配置された鉛直面に沿ってトンネル軸線方向に連続配置して構成してある。   As can be seen from FIG. 3, the tunnel partition removing method according to the present embodiment includes a ceiling 2 that partitions the interior space of the tunnel 1 up and down and a top space that extends above the ceiling in a vertical section perpendicular to the tunnel axis. The ceiling 2 is applied to a tunnel partition body 4 having an inverted T-shaped cross section composed of a partition wall 3 partitioned into a rectangular ceiling plate 5 made of precast concrete along a direction perpendicular to the tunnel axis. Are arranged horizontally so as to be adjacent to each other and along the tunnel axis direction, and their opposite edges are connected to the lower ends of the hanging metal fittings 6 attached to the top of the tunnel 1 and opposite edges. Are connected to the opposite side walls 7 and 7 of the tunnel 1, and the partition wall 3 is a rectangular partition plate 8 that is also formed of precast concrete. Been along a vertical plane are constituted successively arranged in the tunnel axis direction.

上述したトンネル仕切り体4を本実施形態に係るトンネル仕切り体の撤去方法を用いてトンネル1の外に撤去するには、図1(a)に示すようにまず、トンネル仕切り体4のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体4aの荷重を搬送台車31で予め受け替える。   In order to remove the tunnel partition body 4 described above from the tunnel 1 using the tunnel partition body removal method according to the present embodiment, first, as shown in FIG. The load of the tunnel partition 4a located in the removal target section along the axial direction is received in advance by the transport carriage 31.

撤去対象区間は、トンネル1からのトンネル仕切り体4aの切離しが一度に可能となるよう、搬送台車31に応じて、例えば50m程度に設定することができる。   The removal target section can be set to about 50 m, for example, according to the transport carriage 31 so that the tunnel partition 4a can be separated from the tunnel 1 at a time.

受替えにあたっては図4(a)に示したように、搬送台車31に備えられた昇降機構32を駆動させて該搬送台車に設けられた載置台の上面を天井2の下面に当接させ、あるいは載置台と天井2との間にスペーサーを介在させる。   In the replacement, as shown in FIG. 4A, the lifting mechanism 32 provided on the transport carriage 31 is driven so that the upper surface of the mounting table provided on the transport carriage is brought into contact with the lower surface of the ceiling 2. Alternatively, a spacer is interposed between the mounting table and the ceiling 2.

次に、切り離し後に隔壁3が倒れないよう、該隔壁の両側面にステー33を張ってその起立姿勢を仮保持し、次いで、トンネル仕切り体4aとトンネル1の内面との接合箇所を切断した後、搬送台車31の昇降機構32を駆動してその載置台を下降させることにより、図1(b)に示すようにトンネル仕切り体4aをトンネル1の内面から切り離して撤去対象仕切り体34とする。   Next, after the separation, the stays 33 are stretched on both side surfaces of the partition wall so that the partition wall 3 does not fall down, and the standing posture is temporarily held, and then the junction between the tunnel partition 4a and the inner surface of the tunnel 1 is cut. Then, by driving the lifting mechanism 32 of the transport carriage 31 and lowering the mounting table, the tunnel partition 4a is separated from the inner surface of the tunnel 1 as shown in FIG.

このようにすると、撤去対象仕切り体34は図4(b)に示すように、天井2の水平姿勢が保持され隔壁3の起立姿勢が保持された状態で搬送台車31に載置される。   If it does in this way, the removal object partition 34 will be mounted in the conveyance trolley 31 in the state by which the horizontal attitude | position of the ceiling 2 was hold | maintained and the standing attitude | position of the partition 3 was hold | maintained, as shown in FIG.4 (b).

次に、図1(c)に示すように、搬送台車31を走行させることにより、撤去対象仕切り体34を隔壁解体区間に移動させる。   Next, as shown in FIG.1 (c), by moving the conveyance trolley | bogie 31, the removal object partition 34 is moved to a partition demolition area.

隔壁解体区間は、撤去対象区間と同じトンネル1内であって、該撤去対象区間から離間した位置に設けられるとともに、トンネル1の内面近傍に解体用設備41を配置してあり、撤去対象仕切り体34を隔壁解体区間に移動させるにあたっては、解体用設備41の作業範囲に撤去対象仕切り体34が位置決めされるように、搬送台車31を停止させる。   The partition wall dismantling section is located in the same tunnel 1 as the removal target section, and is provided at a position separated from the removal target section, and a dismantling facility 41 is disposed in the vicinity of the inner surface of the tunnel 1. In moving 34 to the partition wall dismantling section, the transport carriage 31 is stopped so that the removal target partition body 34 is positioned in the work range of the dismantling facility 41.

図5(a)は、トンネル1の頂部内面及び斜め上方内面にウィンチ42a,42b,42cを取り付けて解体用設備41を構成した様子を示したものである。   FIG. 5 (a) shows a state in which the dismantling equipment 41 is configured by attaching winches 42 a, 42 b, 42 c to the inner surface of the top portion and the obliquely upper inner surface of the tunnel 1.

次に、図1(d)に示すように、解体用設備41を用いて撤去対象仕切り体34を解体し、該撤去対象仕切り体を構成する天井板5及び隔壁板8を、撤去対象天井板45及び撤去対象隔壁板48に分離する。   Next, as shown in FIG. 1 (d), the removal target partition 34 is disassembled using the dismantling equipment 41, and the ceiling plate 5 and the partition plate 8 constituting the removal target partition are replaced with the removal target ceiling plate. 45 and the partition plate 48 to be removed.

撤去対象仕切り体34を解体するにあたっては、図5(b)に示すように、撤去対象仕切り体34の天井2を構成する天井板5が、水平姿勢を保持されたまま搬送台車31の上に残置される撤去対象天井板45として、隔壁3を構成する隔壁板8が、起立姿勢から水平姿勢に変化された撤去対象隔壁板48として互いに分離されるように、ウィンチ42a,42b,42cを適宜操作する。   When dismantling the removal target partition body 34, as shown in FIG. 5 (b), the ceiling plate 5 constituting the ceiling 2 of the removal target partition body 34 is placed on the transport carriage 31 while maintaining the horizontal posture. The winches 42a, 42b, and 42c are appropriately arranged so that the partition plate 8 constituting the partition 3 is separated from each other as the removal target partition plate 48 changed from the standing posture to the horizontal posture as the removal target ceiling plate 45 to be left. Manipulate.

解体用設備41は、ウィンチ42a,42b,42cを一組とし、これをトンネル軸方向に沿って複数組設置して構成することが可能であり、一組のウィンチ42a,42b,42cを用いて一枚の隔壁板8を解体する場合であれば、ウィンチの組数に等しい枚数の隔壁板8を同時に解体することができる。   The dismantling equipment 41 can be configured by installing a plurality of winches 42a, 42b, and 42c along the tunnel axis direction, and using a set of winches 42a, 42b, and 42c. In the case of disassembling one partition plate 8, the number of partition plates 8 equal to the number of winch pairs can be disassembled simultaneously.

図6は、上述した撤去対象区間に係る撤去対象天井板45及び撤去対象隔壁板48が搬送台車31に載置された様子を示したものである。   FIG. 6 shows a state in which the removal target ceiling plate 45 and the removal target partition plate 48 related to the above-described removal target section are placed on the transport carriage 31.

ここで、本実施形態では、上述した解体分離工程の後、トンネル1の外にすぐに撤去対象天井板45及び撤去対象隔壁板48を搬出するのではなく、図2(a)に示すように、撤去対象天井板45及び撤去対象隔壁板48が搬送台車31に載置された状態で、該搬送台車をあらたな撤去対象区間に戻した上、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返してからトンネル1の外に搬出する。   Here, in the present embodiment, the removal target ceiling plate 45 and the removal target partition plate 48 are not carried out immediately outside the tunnel 1 after the dismantling and separation step described above, as shown in FIG. In the state where the removal target ceiling plate 45 and the removal target partition plate 48 are placed on the transport carriage 31, the transport carriage is returned to the new removal target section, and the above-described replacement process, separation process, and bulkhead disassembly section It is carried out of the tunnel 1 after repeating the moving process and the dismantling and separating process.

すなわち、あらたな撤去対象区間内に位置するトンネル仕切り体4bの荷重を搬送台車31で予め受け替え、次いで、トンネル仕切り体4bをトンネル1の内面から切り離して撤去対象仕切り体34とした後、該撤去対象仕切り体を図2(b)に示すように搬送台車31に載置して隔壁解体区間まで移動させ、次いで、解体用設備41を用いて撤去対象仕切り体34を解体して撤去対象天井板45及び撤去対象隔壁板48に分離し、しかる後、図2(c)に示すように、搬送台車31に撤去対象天井板45と撤去対象隔壁板48が交互に複数段にわたって載置された状態で該搬送台車をトンネル1の外に走行させる。   That is, the load of the tunnel partition 4b located in the new removal target section is received in advance by the transport carriage 31, and then the tunnel partition 4b is separated from the inner surface of the tunnel 1 to form the removal target partition 34, As shown in FIG. 2 (b), the removal target partition is placed on the transport carriage 31 and moved to the partition wall dismantling section, and then the removal target partition 34 is disassembled using the dismantling equipment 41 and the removal target ceiling is removed. After being separated into the plate 45 and the partition wall plate 48 to be removed, as shown in FIG. 2 (c), the ceiling plate 45 to be removed and the partition plate 48 to be removed were alternately placed on a plurality of stages on the transport carriage 31. In this state, the transport cart is moved out of the tunnel 1.

図7(a)は、あらたな撤去対象区間内に位置するトンネル仕切り体4bの荷重を、撤去対象天井板45及び撤去対象隔壁板48が載置された状態の搬送台車31で受け替え、かかる状態でトンネル仕切り体4bをトンネル1から切り離して撤去対象仕切り体34とする様子を示したもの、同図(b)は、最初の撤去対象区間に係る撤去対象天井板45及び撤去対象隔壁板48が載置された状態で、その上にさらに2番目の撤去対象区間に係る撤去対象天井板45及び撤去対象隔壁板48が段重ねされた様子を示したものである。   FIG. 7A shows the load of the tunnel partition 4b located in a new section to be removed by the transport carriage 31 with the removal target ceiling plate 45 and the removal target partition plate 48 placed thereon. The state in which the tunnel partition 4b is separated from the tunnel 1 and used as the removal target partition 34 in the state is shown in FIG. 5B. The removal target ceiling plate 45 and the removal target partition plate 48 related to the first removal target section are shown in FIG. Is a state in which the removal target ceiling plate 45 and the removal target partition plate 48 related to the second removal target section are further stacked thereon.

以上説明したように、本実施形態に係るトンネル仕切り体の撤去方法によれば、撤去対象区間とは別に隔壁解体区間を同一のトンネル1内に設けて該隔壁解体区間に撤去対象仕切り体34を移動させるとともに、隔壁解体区間に設けられた解体用設備41で撤去対象仕切り体34を解体してそれを構成する天井板5と隔壁板8を該隔壁板が起立姿勢から水平姿勢となるように撤去対象天井板45と撤去対象隔壁板48に分離するようにしたので、トンネル1の外に解体ヤードを設けずとも、さらには該解体ヤードまで微速走行を余儀なくされることなく、トンネル仕切り体34を撤去対象天井板45と撤去対象隔壁板48に分離し、これらをトンネル外に速やかに搬出することが可能となる。   As described above, according to the method for removing a tunnel partition according to the present embodiment, a partition dismantling section is provided in the same tunnel 1 separately from the section to be removed, and the partition target 34 to be removed is provided in the partition disassembling section. In addition to being moved, the removal target partition 34 is disassembled by the dismantling equipment 41 provided in the partition dismantling section, and the ceiling plate 5 and the partition plate 8 constituting the partition plate 34 are changed from the standing posture to the horizontal posture. Since the ceiling plate 45 to be removed and the partition wall plate 48 to be removed are separated from each other, the tunnel partition 34 is not required to travel to the dismantling yard without being provided with a dismantling yard outside the tunnel 1. Can be separated into a removal target ceiling plate 45 and a removal target partition plate 48, and these can be quickly carried out of the tunnel.

また、解体用設備41は、隔壁解体区間に設置しておけば足りるので、設備負担もわずかで済む。   Moreover, since it is sufficient that the dismantling equipment 41 is installed in the partition wall dismantling section, the equipment burden is small.

また、本実施形態に係るトンネル仕切り体の撤去方法によれば、撤去対象天井板45及び撤去対象隔壁板48が搬送台車31に載置された状態で該搬送台車をあらたな撤去対象区間に戻し、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返すようにしたので、より多くの撤去対象天井板45及び撤去対象隔壁板48をまとめてトンネル1外に搬出することが可能となり、撤去効率が向上する。   Further, according to the tunnel partition removing method according to the present embodiment, the transport carriage is returned to the new removal target section in a state where the removal target ceiling plate 45 and the removal target partition plate 48 are placed on the transport cart 31. Since the above-described replacement process, separation process, movement process to the partition dismantling section, and disassembly separation process are repeated, more removal target ceiling plates 45 and removal target partition plates 48 are collectively transported out of the tunnel 1. And the removal efficiency is improved.

本実施形態では、解体分離後に一度だけ搬送台車31をあらたな撤去対象区間に戻すようにしたが、搬送台車31の積載可能高さに余裕があるのであれば、搬送台車31をあらたな撤去対象区間に戻してはその上に撤去対象天井板45及び撤去対象隔壁板48を段重ねする上述の手順を何度でも繰り返すことができる。   In this embodiment, the transport carriage 31 is returned to the new removal target section only once after the dismantling and separation. However, if there is a margin in the stackable height of the transport carriage 31, the transport carriage 31 is newly removed. When returning to the section, the above-described procedure of stacking the removal target ceiling plate 45 and the removal target partition plate 48 thereon can be repeated any number of times.

また、本実施形態では、撤去対象天井板45の上に撤去対象隔壁板48を積載した状態を段重ねするようにしたが、図7でよくわかるように、撤去対象天井板45,45は左右2枚で一組であって水平姿勢での配置幅が例えば10mとなるのに対し、撤去対象隔壁板48は一枚構成であって水平姿勢での配置幅が例えば5mとなるため、撤去対象隔壁板48を挟み込みながら撤去対象天井板45,45を積み上げる手順だと、搬送上の安定性を確保するのに手間を要する場合が考えられる。   Further, in this embodiment, the state in which the removal target partition plate 48 is stacked on the removal target ceiling plate 45 is stacked, but as can be clearly seen in FIG. While the set of two sheets has an arrangement width in the horizontal posture of, for example, 10 m, the removal target partition plate 48 has a single piece structure and the arrangement width in the horizontal position of, for example, 5 m. In the procedure of stacking the ceiling plates 45 and 45 to be removed while sandwiching the partition plate 48, it may be time-consuming to secure the stability in transportation.

その場合には、撤去対象隔壁板48を別の場所に仮置きし、撤去対象天井板45,45だけを複数段にわたって搬送台車31に載置し、撤去対象隔壁板48については別途搬出するようにすればよい。   In that case, the removal target partition plate 48 is temporarily placed in another place, only the removal target ceiling plates 45 and 45 are placed on the transport carriage 31 over a plurality of stages, and the removal target partition plate 48 is separately carried out. You can do it.

[第2実施形態]
次に、第2実施形態について説明する。なお、第1実施形態と実質的に同一の部品等については同一の符号を付してその説明を省略する。
[Second Embodiment]
Next, a second embodiment will be described. Note that components that are substantially the same as those of the first embodiment are denoted by the same reference numerals, and description thereof is omitted.

図8及び図9は、第2実施形態に係るトンネル仕切り体の撤去方法を示した施工手順図である。同図でわかるように、第2実施形態に係るトンネル仕切り体の撤去方法を用いてトンネル仕切り体4をトンネル1の外に撤去するには、図8(a)に示すようにまず、トンネル仕切り体4のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を受替え用搬送台車81で予め受け替え、かかる状態でトンネル仕切り体をトンネル1から切り離すことで、該トンネル仕切り体を撤去対象仕切り体34として受替え用搬送台車81に載置する。   FIG.8 and FIG.9 is the construction procedure figure which showed the removal method of the tunnel partition body which concerns on 2nd Embodiment. As can be seen from FIG. 8, in order to remove the tunnel partition 4 from the tunnel 1 using the tunnel partition removal method according to the second embodiment, as shown in FIG. Of the body 4, the load of the tunnel partition located in the section to be removed along the tunnel axis direction is previously received by the transfer carriage 81, and in this state, the tunnel partition is separated from the tunnel 1, The tunnel partition is placed on the transfer transport carriage 81 as the removal target partition 34.

ここで、受替え用搬送台車81は、搬送台車31と同様の構成であり、撤去対象仕切り体34の受替え用搬送台車81への載置手順についても、第1実施形態で説明した搬送台車31への載置手順と同様であるので、ここではその説明を省略するが、第2実施形態では、トンネル仕切り体4を解体搬出するにあたり、第1実施形態のように一台の搬送台車31で行うのではなく、受替え用搬送台車81及び運搬用搬送台車82の2台で行う。   Here, the transfer carriage 81 has the same configuration as that of the transfer carriage 31, and the procedure for placing the removal target partition 34 on the transfer carriage 81 is also described in the first embodiment. Since it is the same as the mounting procedure to 31, the description thereof is omitted here, but in the second embodiment, when the tunnel partition body 4 is disassembled and carried out, a single transport carriage 31 as in the first embodiment. It is not carried out in step 2, but is carried out by two units of a transfer carriage 81 and a transfer carriage 82.

次に、図8(b)に示すように、受替え用搬送台車81を走行させることにより、撤去対象仕切り体34を隔壁解体区間に移動させ、次いで、解体用設備41を用いて撤去対象仕切り体34を解体するとともに、該撤去対象仕切り体を構成する天井板5及び隔壁板8を、撤去対象天井板45及び撤去対象隔壁板48に分離する。   Next, as shown in FIG. 8 (b), by moving the transfer carriage 81, the removal target partition 34 is moved to the partition wall demolition section, and then the removal target partition using the dismantling facility 41. The body 34 is disassembled, and the ceiling plate 5 and the partition plate 8 constituting the removal target partition are separated into the removal target ceiling plate 45 and the removal target partition plate 48.

解体分離工程についても、第1実施形態で説明した解体分離工程と同様であるので、詳細な説明は省略する。   Since the disassembly and separation process is the same as the disassembly and separation process described in the first embodiment, detailed description thereof is omitted.

ここで、本実施形態では、上述した解体分離工程の後、トンネル1の外にすぐに撤去対象天井板45及び撤去対象隔壁板48を搬出するのではなく、図9(a)に示すように、撤去対象天井板45及び撤去対象隔壁板48が受替え用搬送台車81に載置された状態で、該受替え用搬送台車をあらたな撤去対象区間に戻した上、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返してからトンネル1の外に搬出する。   Here, in this embodiment, after the dismantling and separation step described above, the removal target ceiling plate 45 and the removal target partition plate 48 are not carried out immediately outside the tunnel 1 but as shown in FIG. In the state where the removal target ceiling plate 45 and the removal target partition plate 48 are placed on the replacement transport carriage 81, the replacement transport carriage is returned to the new removal target section, and the above-described replacement process. After the separation step, the movement step to the partition wall dismantling section, and the disassembly separation step are repeated, the material is carried out of the tunnel 1.

すなわち、あらたな撤去対象区間内に位置するトンネル仕切り体4bの荷重を受替え用搬送台車81で予め受け替え、次いで、トンネル仕切り体4bをトンネル1の内面から切り離して撤去対象仕切り体34とした後、該撤去対象仕切り体を図9(b)に示すように受替え用搬送台車81に載置して隔壁解体区間まで移動させ、次いで、図9(c)に示すように解体用設備41を用いて撤去対象仕切り体34を解体して撤去対象天井板45及び撤去対象隔壁板48に分離する。   That is, the load of the tunnel partition 4b located in the new removal target section is received in advance by the transfer carriage 81, and then the tunnel partition 4b is separated from the inner surface of the tunnel 1 to be the removal target partition 34. Thereafter, the partition object to be removed is placed on the transfer transport carriage 81 as shown in FIG. 9 (b) and moved to the partition wall dismantling section, and then the dismantling equipment 41 as shown in FIG. 9 (c). Is used to dismantle the partition 34 to be removed and separate it into a ceiling plate 45 to be removed and a partition plate 48 to be removed.

次に、図9(d)に示すように、受替え用搬送台車81と運搬用搬送台車82との載荷台の高さを揃えた上で、運搬用搬送台車82の前方に設置されたウィンチ83を用いて受替え用搬送台車81に載置されている撤去対象天井板45及び撤去対象隔壁板48を牽引することにより、該撤去対象天井板及び撤去対象隔壁板を運搬用搬送台車82に積み替える。   Next, as shown in FIG. 9 (d), the winches installed in front of the transport carriage 82 after the heights of the loading platforms of the transfer transport cart 81 and the transport cart 82 are made uniform. 83 is used to pull the removal target ceiling plate 45 and the removal target partition plate 48 placed on the replacement transfer carriage 81, so that the removal target ceiling plate and the removal target partition plate are transferred to the transport conveyance cart 82. Transship.

運搬用搬送台車82は、搬送台車31と同様の構成でよいが、受替えの必要がないため、昇降機構については省略することが可能である。   The transporting carriage 82 may have the same configuration as that of the transportation carriage 31, but since there is no need for replacement, the lifting mechanism can be omitted.

次に、第1実施形態と同様、運搬用搬送台車82に撤去対象天井板45と撤去対象隔壁板48が交互に複数段にわたって載置された状態で(図7(b)参照)、該運搬用搬送台車をトンネル1の外に走行させることにより、撤去対象天井板45及び撤去対象隔壁板48をトンネル1の外に搬出する。   Next, in the same manner as in the first embodiment, the removal target ceiling plate 45 and the removal target partition plate 48 are alternately placed in a plurality of stages on the conveyance carriage 82 (see FIG. 7B). By moving the transport cart outside the tunnel 1, the removal target ceiling plate 45 and the removal target partition plate 48 are carried out of the tunnel 1.

なお、本実施形態では、運搬用搬送台車82への積替えが終了した時点で、受替え用搬送台車81が空荷の状態になるので、積替え後速やかに受替え用搬送台車81をあらたな撤去対象区間に移動し、該あらたな撤去対象区間における撤去対象仕切り体4の受替え、載置及び移動並びに解体分離を上述した手順で繰り返し行う。   In this embodiment, when the transfer to the transport carriage 82 is completed, the transfer transport carriage 81 is in an empty state, so that the replacement transport carriage 81 is newly removed immediately after the transfer. It moves to a target section, and the replacement, placement, movement, and disassembly separation of the removal target partition 4 in the new removal target section are repeated according to the procedure described above.

以上説明したように、本実施形態に係るトンネル仕切り体の撤去方法によれば、第1実施形態と同様、撤去対象区間とは別に隔壁解体区間を同一のトンネル1内に設けて該隔壁解体区間に撤去対象仕切り体34を移動させるとともに、隔壁解体区間に設けられた解体用設備41で撤去対象仕切り体34を解体してそれを構成する天井板5と隔壁板8を該隔壁板が起立姿勢から水平姿勢となるように撤去対象天井板45と撤去対象隔壁板48に分離するようにしたので、トンネル1の外に解体ヤードを設けずとも、さらには該解体ヤードまで微速走行を余儀なくされることなく、トンネル仕切り体34を撤去対象天井板45と撤去対象隔壁板48に分離し、これらをトンネル外に速やかに搬出することが可能となる。   As described above, according to the method for removing a tunnel partition according to this embodiment, a partition wall dismantling section is provided in the same tunnel 1 separately from the section to be removed, as in the first embodiment, and the partition wall dismantling section. The partition object 34 is moved to the dismantling area, and the partition object 34 is dismantled by the dismantling equipment 41 provided in the partition wall dismantling section, and the ceiling board 5 and the partition board 8 constituting the partition board 34 stand upright. Since it is separated into the removal target ceiling plate 45 and the removal target partition plate 48 so as to be in a horizontal posture, even if a dismantling yard is not provided outside the tunnel 1, it is forced to travel at a low speed to the dismantling yard. Without separation, the tunnel partition 34 can be separated into the removal target ceiling plate 45 and the removal target partition plate 48, and these can be quickly carried out of the tunnel.

また、解体用設備41は、隔壁解体区間に設置しておけば足りるので、設備負担もわずかで済む。   Moreover, since it is sufficient that the dismantling equipment 41 is installed in the partition wall dismantling section, the equipment burden is small.

また、本実施形態に係るトンネル仕切り体の撤去方法によれば、受替えから搬出までを搬送台車のみで行うのではなく、撤去対象仕切り体34の受替えは受替え用搬送台車81で行い、解体された撤去対象天井板45や撤去対象隔壁板48の搬出は運搬用搬送台車82で行うようにしたので、搬出作業の完了を待たずに、あるいは別の搬送台車をトンネル内に進入させることなく、積替え後の受替え用搬送台車81を利用して、あらたな撤去対象区間に対する受替えから解体分離に至る一連の作業を行うことが可能となる。   In addition, according to the method for removing the tunnel partition according to the present embodiment, the replacement from the replacement to the unloading is not performed only by the transport carriage, but the replacement of the removal target partition 34 is performed by the replacement transport carriage 81. Since the dismantled ceiling plate 45 and the partition wall 48 to be removed are carried out by the transporting carriage 82 for transportation, it is possible to enter another tunnel into the tunnel without waiting for completion of the carrying-out operation. Instead, it is possible to perform a series of operations from the replacement to the new removal target section to the dismantling separation by using the transfer carriage 81 after the transshipment.

そのため、解体分離と搬出とが分業されることになり、かくして全体の撤去工程を短縮することができる。   Therefore, the dismantling and unloading are divided and thus the entire removal process can be shortened.

また、本実施形態に係るトンネル仕切り体の撤去方法によれば、撤去対象天井板45及び撤去対象隔壁板48が受替え用搬送台車81に載置された状態で該受替え用搬送台車をあらたな撤去対象区間に戻し、上述した受替え工程、切り離し工程、隔壁解体区間への移動工程及び解体分離工程を繰り返すようにしたので、解体と搬出との同時進行による工期短縮とも相俟って、より多くの撤去対象天井板45及び撤去対象隔壁板48をまとめてトンネル1の外に搬出することが可能となり、かくしてトンネル仕切り体4の撤去効率がさらに向上する。   In addition, according to the method for removing the tunnel partition according to the present embodiment, the replacement transport carriage is displayed in a state where the removal target ceiling plate 45 and the removal target partition plate 48 are placed on the replacement transport carriage 81. Returning to the section to be removed, the replacement process, the separation process, the movement process to the partition wall disassembly section and the disassembly separation process described above were repeated, coupled with the shortening of the construction period due to the simultaneous progress of dismantling and unloading, A larger number of removal target ceiling plates 45 and removal target partition plates 48 can be collectively transported out of the tunnel 1, thus further improving the removal efficiency of the tunnel partition 4.

本実施形態では、解体分離後に一度だけ受替え用搬送台車81をあらたな撤去対象区間に戻すようにしたが、受替え用搬送台車81の積載可能高さに余裕があるのであれば、受替え用搬送台車81をあらたな撤去対象区間に戻してはその上に撤去対象天井板45及び撤去対象隔壁板48を段重ねする上述の手順を何度でも繰り返すことができる。   In this embodiment, the replacement transport carriage 81 is returned to the new removal target section only once after dismantling and separation. However, if there is a margin in the loadable height of the replacement transport carriage 81, the replacement transport carriage 81 is replaced. The above-described procedure of stacking the removal target ceiling plate 45 and the removal target partition plate 48 thereon can be repeated any number of times after the transport carriage 81 is returned to the new removal target section.

また、本実施形態では、撤去対象天井板45の上に撤去対象隔壁板48を積載した状態を段重ねするようにしたが、第2実施形態の図7と同様、撤去対象天井板45,45は左右2枚で一組であって水平姿勢での配置幅が例えば10mとなるのに対し、撤去対象隔壁板48は一枚構成であって水平姿勢での配置幅が例えば5mとなるため、撤去対象隔壁板48を挟み込みながら撤去対象天井板45,45を積み上げる手順だと、搬送上の安定性を確保するのに手間を要する場合が考えられる。   In the present embodiment, the state in which the removal target partition plate 48 is stacked on the removal target ceiling plate 45 is stacked, but the removal target ceiling plates 45 and 45 are similar to those in FIG. 7 of the second embodiment. Is a set of two left and right, and the arrangement width in the horizontal posture is, for example, 10 m, whereas the partition plate 48 to be removed is a single piece and the arrangement width in the horizontal posture is, for example, 5 m, In the procedure of stacking the removal target ceiling plates 45 and 45 while sandwiching the removal target partition plate 48, it may be necessary to take time to secure the stability in conveyance.

その場合には、撤去対象隔壁板48を別の場所に仮置きし、撤去対象天井板45,45だけを複数段にわたって運搬用搬送台車82に載置し、撤去対象隔壁板48については別途搬出するようにすればよい。   In that case, the partition wall plate 48 to be removed is temporarily placed in another place, only the ceiling plates 45 and 45 to be removed are placed on the transport carriage 82 over a plurality of stages, and the partition wall plate 48 to be removed is carried out separately. You just have to do it.

1 トンネル
2 天井
3 隔壁
4,4a,4b トンネル仕切り体
5 天井板
8 隔壁板
31 搬送台車
34 撤去対象仕切り体
41 解体用設備
45 撤去対象天井板
48 撤去対象隔壁板
81 受替え用搬送台車
82 運搬用搬送台車
DESCRIPTION OF SYMBOLS 1 Tunnel 2 Ceiling 3 Bulkhead 4,4a, 4b Tunnel partition body 5 Ceiling plate 8 Bulkhead plate 31 Carriage carriage 34 Removal target partition body 41 Demolition equipment 45 Removal target ceiling board 48 Removal target partition board 81 Replacement conveyance carriage 82 Transport cart

Claims (2)

トンネルの内部空間を上下に仕切る天井と該天井の上方に拡がる頂部空間をトンネル軸に直交する鉛直断面において左右に仕切る隔壁とからなるトンネル仕切り体を前記トンネルから撤去するトンネル仕切り体の撤去方法において、
前記トンネル仕切り体のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を搬送台車で予め受け替え、
前記撤去対象区間内に位置するトンネル仕切り体を該トンネル仕切り体に属する天井の水平姿勢が保持され隔壁の起立姿勢が保持されるように前記トンネルの内面から切り離して撤去対象仕切り体として前記搬送台車に載置し、
前記搬送台車を前記トンネル内であって前記撤去対象区間から離間した位置に設けられ前記トンネルの内面近傍に解体用設備が配置された隔壁解体区間に向けて走行させることで、該隔壁解体区間に前記撤去対象仕切り体を移動させ、
前記撤去対象仕切り体を、該撤去対象仕切り体の天井を構成する天井板が水平姿勢を保持され隔壁を構成する隔壁板が起立姿勢から水平姿勢となるように前記解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離し、
前記撤去対象天井板が前記搬送台車に載置された状態で該搬送台車をあらたな撤去対象区間に戻し、前記受替え工程、前記切り離し工程、前記隔壁解体区間への移動工程及び前記解体分離工程を繰り返した後、前記搬送台車に前記撤去対象天井板が複数段にわたって載置された状態で該搬送台車を前記トンネルの外に走行させることを特徴とするトンネル仕切り体の撤去方法。
In a tunnel partition body removing method, a tunnel partition body comprising a ceiling partitioning an interior space of a tunnel up and down and a partition wall partitioning a top space extending above the ceiling into left and right in a vertical cross section perpendicular to the tunnel axis is removed from the tunnel. ,
Among the tunnel partition bodies, the load of the tunnel partition body located in the section to be removed along the tunnel axial direction is received in advance by a transport carriage,
The transport carriage is separated from the inner surface of the tunnel so as to maintain the horizontal posture of the ceiling belonging to the tunnel partition and the standing posture of the partition so that the tunnel partition located in the removal target section is maintained. Placed on the
By moving the transport carriage toward the partition dismantling section provided in a position apart from the removal target section in the tunnel and dismantling equipment disposed in the vicinity of the inner surface of the tunnel, Moving the partition object to be removed;
The removal target partition body is dismantled by the dismantling equipment so that the ceiling plate constituting the ceiling of the removal target partition body is maintained in a horizontal posture and the partition plate constituting the partition wall is changed from a standing posture to a horizontal posture. Separated into target ceiling plate and removal target partition plate,
In the state where the removal target ceiling plate is placed on the transfer carriage, the transfer carriage is returned to a new removal target section, the replacement step, the separation step, the movement step to the bulkhead demolition zone, and the demolition separation step. After repeating the above, the removal method of the tunnel partition body, wherein the transport carriage is caused to travel out of the tunnel in a state where the removal target ceiling plate is placed in a plurality of stages on the transport carriage.
トンネルの内部空間を上下に仕切る天井と該天井の上方に拡がる頂部空間をトンネル軸に直交する鉛直断面において左右に仕切る隔壁とからなるトンネル仕切り体を前記トンネルから撤去するトンネル仕切り体の撤去方法において、
前記トンネル仕切り体のうち、トンネル軸方向に沿った撤去対象区間内に位置するトンネル仕切り体の荷重を受替え用搬送台車で予め受け替え、
前記撤去対象区間内に位置するトンネル仕切り体を該トンネル仕切り体に属する天井の水平姿勢が保持され隔壁の起立姿勢が保持されるように前記トンネルの内面から切り離して撤去対象仕切り体として前記受替え用搬送台車に載置し、
前記受替え用搬送台車を前記トンネル内であって前記撤去対象区間から離間した位置に設けられ前記トンネルの内面近傍に解体用設備が配置された隔壁解体区間に向けて走行させることで、該隔壁解体区間に前記撤去対象仕切り体を移動させ、
前記撤去対象仕切り体を、該撤去対象仕切り体の天井を構成する天井板が水平姿勢を保持され隔壁を構成する隔壁板が起立姿勢から水平姿勢となるように前記解体用設備で解体して撤去対象天井板と撤去対象隔壁板に分離し、
前記撤去対象天井板が前記受替え用搬送台車に載置された状態で該受替え用搬送台車をあらたな撤去対象区間に戻し、前記受替え工程、前記隔壁解体区間への移動工程及び前記解体分離工程を繰り返した後、前記受替え用搬送台車に前記撤去対象天井板が複数段にわたって載置された状態で該撤去対象天井板を前記受替え用搬送台車から運搬用搬送台車に所定の積替え地点で積み替え、
前記運搬用搬送台車に載置する形で前記撤去対象天井板を前記トンネルの外に搬出することを特徴とするトンネル仕切り体の撤去方法。
In a tunnel partition body removing method, a tunnel partition body comprising a ceiling partitioning an interior space of a tunnel up and down and a partition wall partitioning a top space extending above the ceiling into left and right in a vertical cross section perpendicular to the tunnel axis is removed from the tunnel. ,
Among the tunnel partition bodies, the load of the tunnel partition body located in the section to be removed along the tunnel axial direction is preliminarily received by the transfer carriage for replacement,
The tunnel partition located in the removal target section is separated from the inner surface of the tunnel so as to maintain the horizontal posture of the ceiling belonging to the tunnel partition and the standing posture of the partition wall, and the replacement as the partition target to be removed. Placed on the transport cart for
By moving the transfer transport carriage toward the partition dismantling section provided in a position apart from the removal target section in the tunnel and dismantling equipment disposed near the inner surface of the tunnel, Move the removal target partition to the dismantling section,
The removal target partition body is dismantled by the dismantling equipment so that the ceiling plate constituting the ceiling of the removal target partition body is maintained in a horizontal posture and the partition plate constituting the partition wall is changed from a standing posture to a horizontal posture. Separated into target ceiling plate and removal target partition plate,
With the removal target ceiling plate placed on the replacement transport carriage, the replacement transport carriage is returned to a new removal target section, the replacement process, the movement process to the bulkhead demolition section, and the disassembly After the separation process is repeated, a predetermined transshipment of the removal target ceiling plate from the replacement transfer carriage to the transporting carriage is performed in a state where the removal target ceiling plate is placed in a plurality of stages on the replacement transfer carriage. Transshipment at point,
A method for removing a tunnel partition, wherein the removal target ceiling plate is carried out of the tunnel while being placed on the transport carriage.
JP2013019777A 2013-02-04 2013-02-04 Removal method of tunnel partition Expired - Fee Related JP6066063B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013019777A JP6066063B2 (en) 2013-02-04 2013-02-04 Removal method of tunnel partition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013019777A JP6066063B2 (en) 2013-02-04 2013-02-04 Removal method of tunnel partition

Publications (2)

Publication Number Publication Date
JP2014148882A JP2014148882A (en) 2014-08-21
JP6066063B2 true JP6066063B2 (en) 2017-01-25

Family

ID=51572060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013019777A Expired - Fee Related JP6066063B2 (en) 2013-02-04 2013-02-04 Removal method of tunnel partition

Country Status (1)

Country Link
JP (1) JP6066063B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016065381A (en) * 2014-09-24 2016-04-28 株式会社ドクター中松創研 Structure of tunnel
JP6535474B2 (en) * 2015-02-04 2019-06-26 株式会社大林組 How to remove the ceiling board
JP6718392B2 (en) * 2017-02-02 2020-07-08 株式会社奥村組 How to suspend and remove concrete slabs
JP6718393B2 (en) * 2017-02-02 2020-07-08 株式会社奥村組 Mechanism for suspending and removing concrete slabs from the ceiling of tunnels
JP6718391B2 (en) * 2017-02-02 2020-07-08 株式会社奥村組 How to suspend and remove concrete slabs

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3023415B2 (en) * 1990-10-26 2000-03-21 清水建設株式会社 Structure dismantling method and dismantled object transfer device
JP2576950B2 (en) * 1994-09-13 1997-01-29 吉田工業株式会社 Removal method of ceiling plate in tunnel and stage car used for it
JP5660987B2 (en) * 2011-07-22 2015-01-28 三井住友建設株式会社 Removal method of ceiling board in tunnel

Also Published As

Publication number Publication date
JP2014148882A (en) 2014-08-21

Similar Documents

Publication Publication Date Title
JP6066063B2 (en) Removal method of tunnel partition
JP5671373B2 (en) Bridge removal method and new construction method
EP1925762A1 (en) A space storing/parking method and a system therefor, a space storing system for container, a container dock and a load-unload method at the container dock
JP5823552B2 (en) Method and apparatus for erection of bridge deck
CN110878530B (en) Installation and construction method of steel box girder of steel structure bridge
CN112591481A (en) Full-automatic disassembling and assembling locking station arrangement method for container wharf
JP6283979B2 (en) Method and system for removing ceiling in tunnel
JP6061191B2 (en) Removal method of tunnel partition
JP6568817B2 (en) Heating furnace construction method
RU129076U1 (en) MODULAR TRANSPORTATION SYSTEM FOR MOVING SHIP STRUCTURES
JP3539885B2 (en) Mobile suspension apparatus for furnace body ring block, blast furnace body dismantling method, and blast furnace body construction method
JP2006214113A (en) Demolition method and erection method for bridge
JP6974233B2 (en) Floor slab replacement method and floor slab replacement device
JP4694859B2 (en) Inclined passenger conveyor equipment, installation method thereof, and delivery method thereof
JP2005273178A (en) Construction method for demolishing and removing viaduct
CN115282769A (en) Portable SCR denitration tower catalyst installation device
CN113353206A (en) Iron core coil carrying device, hoisting system and installation method
JP2008280165A (en) Lifting structure of heavy article
CN103216092A (en) Method and device of loading and unloading construction materials
JP2004115179A (en) Mobile unit crane, and bridge erection method
JP2016041782A (en) Method for constructing coke oven
JP5430372B2 (en) How to modify mechanical parking equipment
JP4904927B2 (en) Renewal method of storage tank side plate
JP7279245B1 (en) Dismantling and conveying device for bridge girder and dismantling and conveying method
CN217675074U (en) Simple and easy conveyer of railway cable duct apron

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160120

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20161118

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20161124

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20161213

R150 Certificate of patent or registration of utility model

Ref document number: 6066063

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees