JPH09317211A - Vehicle for removing and carrying structure and method of removing underground structure using the vehicle - Google Patents

Vehicle for removing and carrying structure and method of removing underground structure using the vehicle

Info

Publication number
JPH09317211A
JPH09317211A JP13196596A JP13196596A JPH09317211A JP H09317211 A JPH09317211 A JP H09317211A JP 13196596 A JP13196596 A JP 13196596A JP 13196596 A JP13196596 A JP 13196596A JP H09317211 A JPH09317211 A JP H09317211A
Authority
JP
Japan
Prior art keywords
frame
vehicle
lifter
underground
work
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP13196596A
Other languages
Japanese (ja)
Other versions
JP3807778B2 (en
Inventor
Teruo Matsuo
輝男 松尾
Hideyuki Matsuoka
英之 松岡
Teruo Hoshitani
輝雄 星谷
Shigeo Hasegawa
栄男 長谷川
Masanori Yonehara
正則 米原
Toyokichi Ishii
豊吉 石井
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.)
KOBELCO KENKI ENG KK
SHIYOUWAGUMI KK
Obayashi Corp
Original Assignee
KOBELCO KENKI ENG KK
SHIYOUWAGUMI KK
Obayashi Corp
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 KOBELCO KENKI ENG KK, SHIYOUWAGUMI KK, Obayashi Corp filed Critical KOBELCO KENKI ENG KK
Priority to JP13196596A priority Critical patent/JP3807778B2/en
Publication of JPH09317211A publication Critical patent/JPH09317211A/en
Application granted granted Critical
Publication of JP3807778B2 publication Critical patent/JP3807778B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Forklifts And Lifting Vehicles (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a vehicle for removing and carrying a structure, which can safely run on a carrying roadbed even formed by excavation so as to remove an underground structure such as a concrete wall, in safe, with a high degree of accuracy and at a low cost. SOLUTION: A swivel frame 3 having a working arm 4 is mounted on a crawler type traveling truck 2 so as to be rotatable about a vertical axis, and a swingable frame 11 adapted to be swung through a horizontal attachment coupling pin 4a and an elevatable frame 12b adapted to be elevated being guided by the swingable frame 11 are attached to the forward end of the arm 4. Further, there is provided a working attachment 10 comprising a lifter 12 incorporating a carrier 12 projected from the elevatable frame 12b, for an object to be removed, and a sidewise moving cylinder incorporating, at its forward end, a hook-like hooking member 15a attached orthogonal to the elevatable frame 12b so as to draw a block cut from the object 20 to be removed in order to set the same on the removed object loading body 12a of the lifter 12.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、特に複数階の地下
の地下埋設物を高能率で撤去することを可能ならしめる
ようにした構築物撤去搬送車両および構築物撤去搬送車
両による地下埋設物の撤去工法の技術分野に属するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure-removing transport vehicle and a method for removing an underground deposit by a structure-removing transport vehicle, which enables removal of underground buried substances on a plurality of floors with high efficiency. Belongs to the technical field of.

【0002】[0002]

【従来の技術】従来から、地下のコンクリート壁等の地
下埋設物を撤去する場合、地下埋設物であるコンクリー
ト壁をワイヤーソーにより所定の大きさのブロック状に
切断し、ブロック状に切断されたコンクリート塊である
撤去物を重量鳶と呼ばれている専門の作業者等の人手に
よりジャッキアップして撤去していた。
2. Description of the Related Art Conventionally, when removing an underground buried object such as an underground concrete wall, a concrete wall which is an underground buried object is cut into a block of a predetermined size with a wire saw and cut into blocks. The removed material, which was a concrete block, was jacked up and removed by a worker such as a specialized worker called a heavy haul.

【0003】[0003]

【発明が解決しようとする課題】上記従来例に係る地下
埋設物の撤去作業によれば、複数階の地下の各階のコン
クリート壁等をブロック状に切断し、得られた撤去物
は、上記のとおり、主として人手により撤去しているた
めに、地下埋設物の撤去作業能率の向上、安全性の向
上、撤去コストの削減が困難であった。勿論、地下では
高さ制限があるので、それなりの高さのマストを有する
フォークリフトを使用することにより、地下埋設物の撤
去作業の工期の短縮、安全性の向上、撤去コストの削減
が可能になる。しかしながら、地下埋設物の撤去作業現
場は逆打ち工法であるために、撤去物を搬出するための
搬出路盤が掘削路盤であって、タイヤ走行式のフォーク
リフトでは走行が困難であるのに加えて、例え走行でき
たとしても撤去物をフォークの上に載せるために、撤去
物を地切りさせなければならず、それほど撤去作業能率
の向上、安全性の向上、撤去コストの削減に寄与するこ
とができないという解決すべき課題があった。
According to the removal work of the underground buried object according to the above-mentioned conventional example, a concrete wall or the like of each floor of a plurality of undergrounds is cut into blocks, and the obtained removed product is As described above, it is difficult to improve the work efficiency of removing underground buried objects, improve safety, and reduce the cost of removal, because they are mainly removed manually. Of course, since there is a height limit underground, by using a forklift with a mast of a certain height, it will be possible to shorten the construction period of underground buried material removal work, improve safety, and reduce removal cost. . However, since the work site for removing underground buried objects is the reverse construction method, the unloading roadbed for carrying out the removed material is the excavation roadbed, and in addition to the difficulty of traveling with a tire-traveling forklift, Even if you can run, you have to cut the removed material in order to put it on the fork, so you can not contribute much to the efficiency of removal work, the improvement of safety, and the reduction of removal cost. There was a problem to be solved.

【0004】従って、本発明は、地下のコンクリート壁
等の地下埋設物の撤去作業能率の向上、安全性の向上、
撤去コストの削減を可能ならしめる構築物撤去搬送車両
および構築物撤去搬送車両による地下埋設物の撤去工法
の提供を目的とする。
Therefore, the present invention improves the work efficiency of removing underground buried objects such as concrete walls under the ground, and the safety.
The purpose of the present invention is to provide a structure removal transfer vehicle and a method for removing underground buried objects by the structure removal transfer vehicle, which enables reduction of the removal cost.

【0005】[0005]

【課題を解決するための手段】本発明は、上記実情に鑑
みてなされたものであって、従って上記課題を解決する
ために本発明の請求項1に係る構築物撤去搬送車両が採
用した手段は、作業腕を備えた旋回フレームが履帯走行
式の走行台車の上に旋回自在に支持されてなる車両本体
と、前記作業腕の先端部に設けられた水平なアタッチメ
ント連結ピンを介して揺動され、地下埋設物の切断によ
り得られたブロック状の撤去物を昇降させる作業アタッ
チメントとからなり、前記作業アタッチメントが、前記
作業腕の先端部に設けられた水平なアタッチメント連結
ピンを支点として揺動される揺動フレームと、この揺動
フレームに案内されて昇降される昇降フレームを備え、
この昇降フレームから突出し、載せられた撤去物を昇降
させる撤去物積載体を備えてなるリフターと、前記昇降
フレームにより支持され、前記撤去物積載体の上に載せ
るために前記撤去物を引寄せる鉤状の引掛部材をロッド
の先端に備えた引寄せシリンダとからなることを特徴と
する。
The present invention has been made in view of the above circumstances, and therefore, the means adopted by the structure removing and conveying vehicle according to claim 1 of the present invention is to solve the above problems. A vehicle body in which a revolving frame provided with a work arm is rotatably supported on a track-type traveling carriage, and is oscillated via a horizontal attachment connecting pin provided at a tip end portion of the work arm. , A work attachment for moving up and down a block-shaped removed material obtained by cutting an underground buried object, and the work attachment is oscillated with a horizontal attachment connection pin provided at the tip of the work arm as a fulcrum. A rocking frame and a lifting frame that is lifted by being guided by the rocking frame,
A lifter that projects from the elevating frame and has a removed object loading body that moves up and down the loaded object, and a hook that is supported by the elevating frame and that pulls the removed object for loading on the removed object loading body. And a pulling cylinder having a rod-shaped hooking member at the tip of the rod.

【0006】また、本発明の請求項2に係る構築物撤去
搬送車両による地下埋設物の撤去工法の要旨は、複数階
の地下の各階の壁等の地下埋設物を撤去する構築物撤去
搬送車両による地下埋設物の撤去工法であって、先ず地
下1階部分の地下埋設物を切断し、切断により得られた
ブロック状の撤去物を引寄せシリンダにより構築物撤去
搬送車両のリフターの上に引寄せると共にリフターを所
定の高さにしてブロック状の撤去物を搬送し、次いで地
下2階部分の地下埋設物を切断し、切断により得られた
ブロック状の撤去物を引寄せシリンダにより構築物撤去
搬送車両のリフターの上に引寄せると共にリフターを所
定の高さにしてブロック状の撤去物を搬送するというこ
とを繰返して、地下各階の壁等の地下埋設物を撤去する
ことを特徴とする。
[0006] Further, the outline of the construction method for removing underground buried objects by the structure removing and conveying vehicle according to claim 2 of the present invention is that the underground structure by the structure removing and conveying vehicle for removing underground buried objects such as walls of each floor of a plurality of floors. This is a method of removing buried objects. First, the underground buried object on the first basement is cut, and the block-shaped removed object obtained by cutting is pulled by the pulling cylinder onto the lifter of the construction-removing transport vehicle and the lifter. At a predetermined height to convey the block-shaped removed material, then cut the underground buried material on the second basement part, and pull the block-shaped removed material obtained by cutting to the lifter of the construction-removing transportation vehicle by the pulling cylinder. It is characterized in that underground buried objects such as walls of each underground floor are removed by repeatedly pulling up to the top and transporting the block-shaped removed material with the lifter at a predetermined height.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態に係る
構築物撤去搬送車両を、撤去物の引寄せ前の状態を示
し、かつ作業アタッチメントを断面で示すその側面図の
図1と、撤去物の引寄せ時の状態を示すその平面図の図
2と、撤去物の撤去手順説明図の図3乃至図8とを順次
参照しながら説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, a structure-removing transport vehicle according to an embodiment of the present invention is shown in a side view of FIG. The description will be made with reference to FIG. 2 which is a plan view showing a state when the object is drawn and FIG.

【0008】即ち、図1と図2とに示す符号1は、エン
ジン駆動により走行する車両本体であって、この車両本
体1は、幅方向の両側に履帯2a,2aを有する走行台
車2を備えている。この走行台車2の上には、運転者席
3aが設けられ、この運転者席3aの反対側の後方にエ
ンジンルーム3bとカウンターウエイト3cとが搭載さ
れると共に、幅方向の中心であってかつ斜め前方に突出
する一対の板部材からなる作業腕4が突設されてなる旋
回フレーム3が垂直軸心回りに左右旋回自在に搭載され
ている。このように、車両本体1を履帯走行式としたの
は、接地面圧を低くすると共に、搬出路盤が例え凹凸の
ある掘削路盤であっても安定走行させることを狙いとし
たものである。
That is, reference numeral 1 shown in FIGS. 1 and 2 denotes a vehicle main body that is driven by an engine, and this vehicle main body 1 includes a traveling carriage 2 having crawler tracks 2a, 2a on both sides in the width direction. ing. A driver's seat 3a is provided on the traveling carriage 2, and an engine room 3b and a counterweight 3c are mounted behind the driver's seat 3a on the opposite side, and at the center in the width direction. A revolving frame 3 formed by projecting a working arm 4 composed of a pair of plate members projecting obliquely forward is mounted so as to be rotatable left and right around a vertical axis. As described above, the vehicle body 1 is of the crawler track type in order to lower the contact surface pressure and to stably drive the vehicle even if the discharge roadbed is an excavated roadbed having irregularities.

【0009】前記作業腕4の先端部には、上部ブラケッ
ト11aに水平なアタッチメント連結ピン4a,4aを
介して後述する作業アタッチメント10が揺動可能に支
持されている。即ち、この作業アタッチメント10は、
作業腕4を構成する一対の板部材の相反する側面のそれ
ぞれに突設されてなるシリンダ連結ピン4b,4bにボ
トム側が連結されると共に、この作業アタッチメント1
0の旋回フレーム3側の背面に突設された下部ブラケッ
ト11bにロッド連結ピン5a,5aを介してロッドの
先端が連結されてなるアタッチメント作動シリンダ5,
5のロッドの伸縮によって、前記アタッチメント連結ピ
ン4a,4aを揺動支点として揺動されるように構成さ
れている。
A work attachment 10, which will be described later, is swingably supported on the upper end of the work arm 4 via horizontal attachment connecting pins 4a, 4a on the upper bracket 11a. That is, this work attachment 10 is
The bottom side is connected to the cylinder connecting pins 4b, 4b formed on the opposite side surfaces of the pair of plate members constituting the working arm 4 so as to project, and the work attachment 1
The attachment operating cylinder 5, in which the tip of the rod is connected to the lower bracket 11b projecting on the rear surface of the rotating frame 3 side of 0 through rod connecting pins 5a, 5a
When the rod 5 extends and contracts, the attachment connecting pins 4a, 4a are configured to be swung about a swing fulcrum.

【0010】そして、前記作業アタッチメント10は、
作業腕4の先端部に設けられた水平な前記アタッチメン
ト連結ピン4a,4aを揺動支点として揺動される揺動
フレーム11と、この揺動フレーム11に案内されて昇
降する昇降フレーム12bを備えると共に、この昇降フ
レーム12bから前方側に突出し、載せられた撤去物2
0を昇降させる撤去物積載体12aを備えてなるリフタ
ー12と、前記昇降フレーム12bに直交する状態で支
持され、縮小により撤去物20を引寄せて撤去物積載体
12aの上に載せる鉤状の引掛部材15aをロッドの先
端に備えた引寄せシリンダ15とから構成されている。
なお、図2から良く理解されるように、前記撤去物積載
体12aは平板状であるが、例えばフォークリフトのよ
うに二股状に形成されていても良い。
The work attachment 10 is
A swing frame 11 that swings with the horizontal attachment connection pins 4a, 4a provided at the tip of the work arm 4 as a swing fulcrum, and a lift frame 12b that moves up and down while being guided by the swing frame 11 are provided. At the same time, the removed object 2 that projects from the lifting frame 12b to the front side and is placed
It is supported in a state of being orthogonal to the lifter 12 having a removed material loading body 12a for raising and lowering 0 and pulling the removed material 20 by reduction and pulling it on the removed material loading body 12a. The pulling cylinder 15 is provided with a hooking member 15a at the tip of the rod.
As well understood from FIG. 2, the removed material stack 12a has a flat plate shape, but may be formed in a bifurcated shape such as a forklift.

【0011】前記揺動フレーム11の内側には上向きの
ロッドの伸縮で昇降フレーム12bを昇降させる一対の
1段リフトシリンダ13,13が配設されると共に、昇
降フレーム12bの内側には下向きのロッドの伸縮で撤
去物積載体12aを昇降させる一対の2段リフトシリン
ダ14,14が配設されている。つまり、このリフター
12の撤去物積載体12aは1段リフトシリンダ13,
13および2段リフトシリンダ14,14のロッドの伸
縮によって2段構えで昇降されるように構成されてい
る。ところで、このように撤去物積載体12aを2段構
えで昇降させるようにしたのは、この撤去物積載体12
aをより高く上昇させて、撤去物20が如何なる高さに
あっても撤去し得るように配慮したためである。勿論、
撤去物積載体12aを一対のリフトシリンダで昇降させ
る1段構えの構成にしたとしても、それなりの昇降機能
を発揮することができるので、リフトシリンダの段数に
よって本発明の技術的思想の範囲が限定されるものでは
ない。なお、図2において、揺動フレーム11の幅方向
の両側に付設されてなるものは、撤去物積載体12aが
積載されたときの構築物撤去搬送車両の安定性を確保す
るためのジャッキシリンダ16である。
Inside the swing frame 11, a pair of one-stage lift cylinders 13 and 13 for raising and lowering the elevating frame 12b by expanding and contracting the upward rod are arranged, and inside the elevating frame 12b, a downward rod is installed. There is provided a pair of two-stage lift cylinders 14 and 14 for elevating and lowering the removed article stacking body 12a. That is, the removed object loading body 12a of the lifter 12 is the first stage lift cylinder 13,
The rods of the 13 and the two-stage lift cylinders 14, 14 are configured to be lifted and lowered in two stages by expansion and contraction. By the way, the reason why the removed article loading body 12a is moved up and down in two steps is that the removed article loading body 12a is
This is because the a has been raised so that the removed object 20 can be removed at any height. Of course,
Even if the removed object stacking body 12a is configured to have a one-stage structure in which it is lifted and lowered by a pair of lift cylinders, a proper lifting function can be exerted. Therefore, the range of the technical idea of the present invention is limited by the number of lift cylinders. It is not something that will be done. In FIG. 2, what is attached to both sides in the width direction of the swing frame 11 is a jack cylinder 16 for ensuring the stability of the structure-removed transport vehicle when the removed-objects stack 12a is loaded. is there.

【0012】以下、上記構成になる構築物撤去搬送車両
による地下埋設物の撤去工法を、図3乃至図8を順次参
照しながら説明すると、先ず、構築物撤去搬送車両は吊
持されて撤去作業を行う階に下ろされる。そして、図3
に示すように、地下埋設物であるコンクリート壁をワイ
ヤーソーにより15トン以下の重量のブロック状に切断
し、切断により得られた撤去物20の側面にケミカルア
ンカー施工で取り付けられるボルトによってラッチプレ
ート21を取付けると共に、コンクリート壁の下部側面
に撤去物積載体12aの先端が実質的に当接する位置ま
で構築物撤去搬送車両を走行姿勢で接近させる。なお、
コンクリート壁は通常のコンクリートカッターで切断し
ても良い。
Hereinafter, a method for removing an underground buried object by the structure removing and conveying vehicle having the above structure will be described with reference to FIGS. 3 to 8 first. First, the structure removing and conveying vehicle is suspended to perform the removing work. Get down to the floor. And FIG.
As shown in, a concrete wall, which is an underground buried object, is cut into a block shape having a weight of 15 tons or less with a wire saw, and the latch plate 21 is attached to the side surface of the removed object 20 obtained by cutting by a chemical anchor construction. At the same time as mounting, the structure-removing transport vehicle is made to approach in a running posture to a position where the tip of the removed-object loading body 12a substantially contacts the lower side surface of the concrete wall. In addition,
The concrete wall may be cut with a normal concrete cutter.

【0013】図4に示すように、リフター12の撤去物
積載体12aの上面が撤去物20の切断面より少し下側
位置になるまで1段リフトシリンダのロッドの伸長また
は2段リフトシリンダのロッドの縮小により撤去物積載
体12aを上昇させると共に、この撤去物積載体12a
と共に上昇した引寄せシリンダ15のロッドを伸長させ
て、そのロッドの先端に設けられた引掛部材15aをラ
ッチプレート21に引掛ける。なお、コンクリート壁の
切断面が傾斜している場合には、アタッチメント作動シ
リンダ5のロッドが伸縮されて、撤去物積載体12aの
角度がコンクリート壁の切断面の傾斜角度に合わせられ
る。
As shown in FIG. 4, the rod of the first stage lift cylinder is extended or the rod of the second stage lift cylinder is extended until the upper surface of the removed object stack 12a of the lifter 12 is located slightly below the cut surface of the removed object 20. The removal object loading body 12a is raised by the reduction of the
The rod of the pulling cylinder 15 that has risen along with it is extended, and the hooking member 15 a provided at the tip of the rod is hooked on the latch plate 21. When the cut surface of the concrete wall is inclined, the rod of the attachment operating cylinder 5 is expanded / contracted so that the angle of the removed material stack 12a is adjusted to the tilt angle of the cut surface of the concrete wall.

【0014】そして、引寄せシリンダ15のロッドを縮
小させると、図5に示すように、撤去物20は作業アタ
ッチメント10の方向に引寄せられて撤去物積載体12
aの上に移動すると共に、この撤去物積載体12aの作
業アタッチメント10側の側面が揺動フレーム11の正
面に当接する。これにより、撤去物20は作業アタッチ
メント10に強固に固定され、凹凸のある掘削路盤であ
るが故に走行に際して構築物撤去搬送車両が揺れたとし
ても、撤去物20が作業アタッチメント10のリフター
12から外れて転落するようなことがない。
When the rod of the pulling cylinder 15 is contracted, the removed material 20 is attracted toward the work attachment 10 as shown in FIG.
While moving to the top of a, the side surface of the removed article stack 12 a on the side of the work attachment 10 abuts on the front surface of the swing frame 11. As a result, the removed material 20 is firmly fixed to the work attachment 10, and even if the construction removal transportation vehicle sways during traveling due to the uneven excavation roadbed, the removed material 20 is removed from the lifter 12 of the work attachment 10. There is no fall.

【0015】このようにして作業アタッチメント10側
の側面が揺動フレーム11の正面に当接すると、図6に
示すように、撤去物積載体12aを更に上昇させる共
に、図7に示すように、構築物撤去搬送車両をコンクリ
ート壁から離反する方向、つまり後退させて走行姿勢に
なるように撤去物積載体12aを下降させる。
When the side surface on the side of the work attachment 10 comes into contact with the front surface of the swing frame 11 in this way, as shown in FIG. 6, the removed object loading body 12a is further raised, and as shown in FIG. The structure-removed transport vehicle is moved away from the concrete wall, that is, the structure-removed transport vehicle is moved backward to lower the structure-removal stack 12a so that the structure-removal vehicle is moved to the running posture.

【0016】そして、図8に示すように、構築物撤去搬
送車両を目的とする撤去物下ろし場所に移動させるが、
その場所には、予め撤去物積載体12aの幅よりも広い
間隔で、例えば盤木等からなる一対の受台23が配設さ
れている。そこで、撤去物積載体12aを一対の受台2
3の間に下降させて、一対の受台により撤去物20が支
えられると、構築物撤去搬送車両を後退させる。このよ
うにして、受台23の上に荷下ろされた撤去物20は、
ラッチプレート21を利用して、クレーン等で吊持され
ると共に、例えばトレーラに積載される。その後、再使
用に供するためにラッチプレート21が取外された撤去
物20はトレーラにより所定の場所に運搬される。な
お、搬出路盤の傾斜状況に応じてアタッチメント作動シ
リンダ5のロッドが伸長され、撤去物積載体12aの角
度が変更される。
Then, as shown in FIG. 8, the structure removing and conveying vehicle is moved to the intended place for removing the removed object.
In that place, a pair of pedestals 23 made of, for example, a board or the like is arranged in advance at an interval wider than the width of the removed material stack 12a. Therefore, the removed object loading body 12a is attached to the pair of pedestals 2
When the removed object 20 is supported by the pair of pedestals, the structure removed transportation vehicle is moved backward. In this way, the removed article 20 unloaded on the cradle 23 is
Using the latch plate 21, it is suspended by a crane or the like, and is loaded on, for example, a trailer. Then, the removed product 20 from which the latch plate 21 is removed for reuse is transported to a predetermined place by the trailer. In addition, the rod of the attachment actuation cylinder 5 is extended according to the inclination of the unloading roadbed, and the angle of the removed material stack 12a is changed.

【0017】以下、地下埋設物の全ての撤去が終了する
まで同様な作業が繰返されるのであるが、本実施の形態
1に係る構築物撤去搬送車両によれば、従来例に係る地
下埋設物の撤去作業のように、複数階の地下の撤去物を
重量鳶等の専門作業者の人手によりジャッキアップして
撤去する必要がなく、1段リフトシリンダまたは2段リ
フトシリンダのロッドの伸縮による撤去物積載体12a
の昇降動作と、引寄せシリンダ15のロッドの伸縮動作
により、地切りするまでもなく撤去物20を撤去物積載
体12aの上に載せることができる。
Hereinafter, the same work is repeated until the removal of all the underground buried objects is completed. However, according to the structure removing transport vehicle according to the first embodiment, the removal of the underground buried objects according to the conventional example is performed. There is no need to jack up and remove the underground debris on multiple floors by a manual operator such as a heavy-duty crane as in the case of work, and load the debris by expanding and contracting the rod of the 1-stage lift cylinder or 2-stage lift cylinder. Body 12a
The lifting / lowering operation of 1 and the expansion / contraction operation of the rod of the pulling cylinder 15 allow the removed object 20 to be placed on the removed object loading body 12a without ground cutting.

【0018】そして、撤去物積載体12aの上に載せた
撤去物20を引寄せシリンダ15の引寄せ力により作業
アタッチメント10に強固に固定した状態で撤去物20
をリフター12から落下させることなく搬送して撤去す
ることができるので、地下埋設物の撤去作業能率の向
上、安全性の向上、撤去コストの削減が可能になる。
Then, the removed article 20 placed on the removed article stack 12a is firmly fixed to the work attachment 10 by the pulling force of the pulling cylinder 15 and the removed article 20 is removed.
Since it can be transported and removed without dropping from the lifter 12, it is possible to improve the removal work efficiency of underground buried objects, improve safety, and reduce removal cost.

【0019】また、本実施の形態1に係る構築物撤去搬
送車両によれば、フォークリフトのようにタイヤ走行式
でなく履帯走行式であるために、撤去物を搬送する搬出
路盤が例え凹凸の多い掘削路盤であったとしても、安定
走行して撤去物20を搬出することができるという極め
て優れた効果がある。
Further, according to the structure removing and conveying vehicle according to the first embodiment, since it is a crawler traveling type rather than a tire traveling type like a forklift, the unloading roadbed for conveying the removed matter has many irregularities. Even if the roadbed is used, there is an extremely excellent effect that the removed article 20 can be carried out while traveling stably.

【0020】ところで、撤去作業現場の状況によっては
構築物撤去搬送車両をコンクリート壁に直角に向けられ
ないことがある。その場合には、作業状況説明図の図9
に示すように、撤去物積載体12aの先端角度をコンク
リート壁と構築物撤去搬送車両との向きに応じた角度に
し、上記と同様の作業手順で撤去物20を引寄せて撤去
物積載体12aの上に載せれば良い。
By the way, depending on the situation of the removal work site, the structure removal transport vehicle may not be able to be oriented at right angles to the concrete wall. In that case, FIG. 9 of the work situation explanatory diagram
As shown in, the tip angle of the removed material loading body 12a is set to an angle corresponding to the orientation of the concrete wall and the structure removal transport vehicle, and the removed material 20 is drawn by pulling the removed material 20 according to the same work procedure as above. Just put it on top.

【0021】また、撤去物20の位置に構築物撤去搬送
車両を近づけることができない場合には、作業状況説明
図の図10に示すように、ラッチプレート21にワイヤ
ーロープ22の一端を結び付けると共に、その他端を引
寄せシリンダ15のロッドの先端に設けられている引掛
部材15aに引掛けて構築物撤去搬送車両を後退させる
ことにより撤去物20を移動させる。次いで、この構築
物撤去搬送車両を撤去物20に接近させて、上記と同様
の作業手順で撤去物20を引寄せて撤去物積載体12a
の上に載せれば良い。
When the structure removing conveyance vehicle cannot be brought close to the position of the removed object 20, one end of the wire rope 22 is tied to the latch plate 21 as shown in FIG. The end of the pulling cylinder 15 is hooked on the hooking member 15a provided at the tip of the rod to retract the building removal vehicle to move the removal object 20. Next, the structure-removed transport vehicle is brought close to the removed product 20, and the removed product 20 is drawn by the same work procedure as above to remove the removed product loading body 12a.
Just put it on top.

【0022】なお、以上では、構築物撤去搬送車両を地
下埋設物の撤去作業に適用した場合を説明したが、構築
物撤去搬送車両を地上のコンクリート構築物の撤去にも
適用することができるし、さらにクレーン車が入れない
場所でのカルバート搬送・設置、共同坑内における型枠
搬送、トンネル内工事における各種機材の搬送あるいは
護岸工事における大型パネル型枠の搬送等、種々の工事
に活用することができるので、本発明に係る構築物撤去
搬送車両の用途は上記地下埋設物の撤去工法への適用に
限定されるものではない。
In the above description, the case where the structure removing and conveying vehicle is applied to the removal work of the underground buried object is explained, but the structure removing and conveying vehicle can be applied to the removal of the concrete structure on the ground, and the crane is further used. Since it can be used for various works such as culvert transfer / installation in places where vehicles cannot enter, formwork transfer in joint mines, transfer of various equipment in tunnel construction, transfer of large panel formwork in revetment work, etc. The application of the structure removing and conveying vehicle according to the present invention is not limited to the application to the above underground buried removing method.

【0023】[0023]

【発明の効果】以上述べたように、本発明の請求項1に
係る構築物撤去搬送車両および請求項2に係る構築物撤
去搬送車両による地下埋設物の撤去工法によれば、従来
例に係る地下埋設物の撤去作業のように、複数階の地下
の撤去物を人手によりジャッキアップして撤去する必要
がなく、撤去物積載体の昇降動作と、引寄せシリンダの
ロッドの伸縮動作により、地切りするまでもなく撤去物
を撤去物積載体の上に載せると共に作業アタッチメント
に強固に固定して、搬出路盤が例え掘削路盤であって
も、撤去物をリフターから落下させることなく安定走行
して撤去することができるので、地下埋設物の撤去作業
能率の向上、安全性の向上、撤去コストの削減が可能に
なるという極めて優れた効果がある。
As described above, according to the method for removing an underground buried object by the structure removing and conveying vehicle according to claim 1 and the structure removing and conveying vehicle according to claim 2, the underground burying according to the conventional example. There is no need to manually jack up and remove the underground objects on multiple floors as in the case of object removal work, and ground removal is performed by lifting and lowering the object stack and expanding and contracting the rod of the pulling cylinder. Without delay, the removed material will be placed on the removed material stack and firmly fixed to the work attachment, and the removed material will be stably run without dropping from the lifter even if the discharge roadbed is an excavation roadbed. Therefore, there is an extremely excellent effect that it is possible to improve the work efficiency of removing underground buried objects, improve safety, and reduce the cost of removal.

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

【図1】本発明の実施の形態に係り、撤去物の引寄せ前
の状態を示し、かつ作業アタッチメントを断面で示す構
築物撤去搬送車両の側面図である。
FIG. 1 is a side view of a structure-removed transport vehicle showing a state before drawing a removed object and showing a work attachment in cross section according to an embodiment of the present invention.

【図2】本発明の実施の形態に係り、撤去物の引寄せ時
の状態を示す構築物撤去搬送車両の平面図である。
FIG. 2 is a plan view of the structure-removed transportation vehicle showing a state when the removed object is drawn in, according to the embodiment of the present invention.

【図3】本発明の実施の形態に係る撤去物の撤去手順説
明図である。
FIG. 3 is an explanatory diagram of a procedure for removing a removed material according to the embodiment of the present invention.

【図4】本発明の実施の形態に係る撤去物の撤去手順説
明図である。
FIG. 4 is an explanatory diagram of a procedure for removing a removed material according to the embodiment of the present invention.

【図5】本発明の実施の形態に係る撤去物の撤去手順説
明図である。
FIG. 5 is an explanatory diagram of a procedure for removing a removed material according to the embodiment of the present invention.

【図6】本発明の実施の形態に係る撤去物の撤去手順説
明図である。
FIG. 6 is an explanatory diagram of a procedure for removing a removed material according to the embodiment of the present invention.

【図7】本発明の実施の形態に係る撤去物の撤去手順説
明図である。
FIG. 7 is an explanatory diagram of a procedure for removing a removed material according to the embodiment of the present invention.

【図8】本発明の実施の形態に係る撤去物の撤去手順説
明図である。
FIG. 8 is an explanatory view of a procedure for removing a removed material according to the embodiment of the present invention.

【図9】本発明の実施の形態に係る作業状況説明図であ
る。
FIG. 9 is a work status explanatory diagram according to the embodiment of the present invention.

【図10】本発明の実施の形態に係る作業状況説明図で
ある。
FIG. 10 is an explanatory diagram of a work situation according to the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1…車両本体,2…走行台車,2a…履帯,3…旋回フ
レーム,3a…運転者席,3b…エンジンルーム,3c
…カウンターウエイト,4…作業腕,4a…アタッチメ
ント連結ピン,4b…シリンダ連結ピン,5…アタッチ
メント作動シリンダ,5a…ロッド連結ピン 10…作業アタッチメント,11…揺動フレーム,11
a…上部ブラケット,11b…下部ブラケット,12…
リフター,12a…撤去物積載体,12b…昇降フレー
ム,13…1段リフトシリンダ,14…2段リフトシリ
ンダ,15…引寄せシリンダ,15a…引掛部材,16
…ジャッキシリンダ 20…撤去物,21…ラッチプレート,22…ワイヤー
ロープ,23…受台
DESCRIPTION OF SYMBOLS 1 ... Vehicle main body, 2 ... Running carriage, 2a ... Crawler belt, 3 ... Turning frame, 3a ... Driver's seat, 3b ... Engine room, 3c
... counterweight, 4 ... working arm, 4a ... attachment connecting pin, 4b ... cylinder connecting pin, 5 ... attachment actuating cylinder, 5a ... rod connecting pin 10 ... work attachment, 11 ... swing frame, 11
a ... upper bracket, 11b ... lower bracket, 12 ...
Lifter, 12a ... Removed object loading body, 12b ... Lifting frame, 13 ... First stage lift cylinder, 14 ... Second stage lift cylinder, 15 ... Pulling cylinder, 15a ... Hooking member, 16
… Jack cylinder 20… Removed item, 21… Latch plate, 22… Wire rope, 23… Cradle

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松岡 英之 大阪府枚方市招提大谷1−1−1 株式会 社大林組大阪機械工場内 (72)発明者 星谷 輝雄 兵庫県神戸市中央区西町35番地 株式会社 大林組神戸支店内 (72)発明者 長谷川 栄男 兵庫県神戸市須磨区外浜町4丁目1番2号 株式会社昭和組内 (72)発明者 米原 正則 兵庫県神戸市垂水区多聞6丁目21番18号 (72)発明者 石井 豊吉 兵庫県神戸市西区神出町紫合266−1 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hideyuki Matsuoka 1-1-1 Otani, Hirakata, Osaka Prefecture Obayashi Corporation Osaka Machinery Factory (72) Inventor Teruo Hoshitani 35 Nishimachi, Chuo-ku, Kobe-shi, Hyogo Stock Company Obayashi Gumi Kobe Branch (72) Inventor Eizo Hasegawa 4-1-2 Sotohama-cho, Suma-ku, Kobe, Hyogo Prefecture Showa-gumi Co., Ltd. (72) Inventor Masanori Yonehara 6-21-18 Tamon, Tarumi-ku, Kobe-shi, Hyogo No. (72) Inventor Toyokichi Ishii 266-1 Shigo, Kamide-cho, Nishi-ku, Kobe-shi, Hyogo

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 作業腕を備えた旋回フレームが履帯走行
式の走行台車の上に旋回自在に支持されてなる車両本体
と、前記作業腕の先端部に設けられた水平なアタッチメ
ント連結ピンを介して揺動され、地下埋設物の切断によ
り得られたブロック状の撤去物を昇降させる作業アタッ
チメントとからなり、前記作業アタッチメントが、前記
作業腕の先端部に設けられた水平なアタッチメント連結
ピンを支点として揺動される揺動フレームと、この揺動
フレームに案内されて昇降される昇降フレームを備え、
この昇降フレームから突出し、載せられた撤去物を昇降
させる撤去物積載体を備えてなるリフターと、前記昇降
フレームにより支持され、前記撤去物積載体の上に載せ
るために前記撤去物を引寄せる鉤状の引掛部材をロッド
の先端に備えた引寄せシリンダとからなることを特徴と
する構築物撤去搬送車両。
1. A vehicle main body, in which a revolving frame having a working arm is rotatably supported on a track-type traveling carriage, and a horizontal attachment connecting pin provided at a tip end portion of the working arm. And a work attachment that moves up and down a block-shaped removed material obtained by cutting an underground buried object, the work attachment being a fulcrum of a horizontal attachment connection pin provided at the tip of the work arm. And a lifting frame that is lifted up and down while being guided by the rocking frame.
A lifter that projects from the elevating frame and has a removed object loading body that moves up and down the loaded object, and a hook that is supported by the elevating frame and that pulls the removed object for loading on the removed object loading body. And a pulling cylinder having a rod-shaped hooking member at the tip of a rod.
【請求項2】 複数階の地下の各階の壁等の地下埋設物
を撤去する構築物撤去搬送車両による地下埋設物の撤去
工法であって、先ず地下1階部分の地下埋設物を切断
し、切断により得られたブロック状の撤去物を引寄せシ
リンダにより構築物撤去搬送車両のリフターの上に引寄
せると共にリフターを所定の高さにしてブロック状の撤
去物を搬送し、次いで地下2階部分の地下埋設物を切断
し、切断により得られたブロック状の撤去物を引寄せシ
リンダにより構築物撤去搬送車両のリフターの上に引寄
せると共にリフターを所定の高さにしてブロック状の撤
去物を搬送するということを繰返して、地下各階の壁等
の地下埋設物を撤去することを特徴とする構築物撤去搬
送車両による地下埋設物の撤去工法。
2. A method for removing an underground buried object such as a wall on each floor of a plurality of underground floors by a structure removal carrier vehicle, in which the underground buried object on the first floor underground is first cut and cut. The block-shaped removed material obtained by the above is drawn by the pulling cylinder onto the lifter of the construction removal vehicle, and the lifter is moved to a predetermined height to transfer the block-shaped removed material. It is said that the embedded object is cut, and the block-shaped removed material obtained by cutting is pulled by the pulling cylinder onto the lifter of the construction removal transportation vehicle and the lifter is set to a predetermined height to transport the block-shaped removed material. By repeating this process, underground construction materials such as walls on each basement floor are removed.
JP13196596A 1996-05-27 1996-05-27 Construction removal vehicle and construction method for removing underground objects using construction removal vehicle Expired - Fee Related JP3807778B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13196596A JP3807778B2 (en) 1996-05-27 1996-05-27 Construction removal vehicle and construction method for removing underground objects using construction removal vehicle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13196596A JP3807778B2 (en) 1996-05-27 1996-05-27 Construction removal vehicle and construction method for removing underground objects using construction removal vehicle

Publications (2)

Publication Number Publication Date
JPH09317211A true JPH09317211A (en) 1997-12-09
JP3807778B2 JP3807778B2 (en) 2006-08-09

Family

ID=15070372

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13196596A Expired - Fee Related JP3807778B2 (en) 1996-05-27 1996-05-27 Construction removal vehicle and construction method for removing underground objects using construction removal vehicle

Country Status (1)

Country Link
JP (1) JP3807778B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007224675A (en) * 2006-02-27 2007-09-06 Okumura Corp Sidewall dismantling method for existing structure, and removing device for sidewall dismantled part
JP2011105474A (en) * 2009-11-19 2011-06-02 Taisei Corp Working carriage for carrying concrete lump and method for removing concrete lump using the same
CN107740596A (en) * 2017-11-30 2018-02-27 中建三局第建设工程有限责任公司 A kind of non-open cut Demolition Construction method of underground structure being drilled into
FR3102198A1 (en) * 2019-10-17 2021-04-23 Cycles De Ville Process for the reuse of a concrete wall

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007224675A (en) * 2006-02-27 2007-09-06 Okumura Corp Sidewall dismantling method for existing structure, and removing device for sidewall dismantled part
JP4708215B2 (en) * 2006-02-27 2011-06-22 株式会社奥村組 Side wall dismantling method for existing structure and side wall dismantling part removal device
JP2011105474A (en) * 2009-11-19 2011-06-02 Taisei Corp Working carriage for carrying concrete lump and method for removing concrete lump using the same
CN107740596A (en) * 2017-11-30 2018-02-27 中建三局第建设工程有限责任公司 A kind of non-open cut Demolition Construction method of underground structure being drilled into
FR3102198A1 (en) * 2019-10-17 2021-04-23 Cycles De Ville Process for the reuse of a concrete wall

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