JP2017203368A - Method and facility for transporting demolition debris of building - Google Patents

Method and facility for transporting demolition debris of building Download PDF

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JP2017203368A
JP2017203368A JP2017132679A JP2017132679A JP2017203368A JP 2017203368 A JP2017203368 A JP 2017203368A JP 2017132679 A JP2017132679 A JP 2017132679A JP 2017132679 A JP2017132679 A JP 2017132679A JP 2017203368 A JP2017203368 A JP 2017203368A
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construction floor
floor
building
demolished
ground
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JP6438081B2 (en
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忠 成瀬
Tadashi Naruse
忠 成瀬
弘明 龍神
Hiroaki Tatsugami
弘明 龍神
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Maeda Corp
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Maeda Corp
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Abstract

PROBLEM TO BE SOLVED: To enable at a same time hoisting of demolition debris from a demolished floor and lifting of a worker to the demolished floor, and also enabling the worker to come down from the demolished floor to a ground surface, when a building is demolished.SOLUTION: When a building 1 is demolished, demolition debris from a demolished floor is transported to a ground surface and at the same time a worker is lifted to the demolished floor from the ground surface using the hoisting load. Specifically, the demolition debris is placed on a hoisting device 4 at the demolished floor and the hoisting device 4 is lowered to the ground surface, at the same time having the worker get on an elevating device 5 on the ground surface and lifting the elevating device 5 to the demolished floor, the elevating device having been connected to the hoisting device 4 with a wire 6 and hung down from the demolished floor. After taking out the demolition debris from the hoisting device 4 on the ground surface, the worker is made to get on the elevating device 5 at the demolished floor, and the elevating device 5 is lowered to the ground surface at the same time lifting the hoisting device 4 to the demolished floor.SELECTED DRAWING: Figure 1

Description

本発明は、S造、RC造、またはSRC造の建物の解体の際に発生する解体物の搬送方法と、その搬送設備に関する。   The present invention relates to a method for transporting a dismantled object generated at the time of dismantling an S structure, an RC structure, or an SRC structure, and a transport facility therefor.

中低層建物を解体する場合には、地上にパワーショベルなどの重機を設置し、そのブーム先端に油圧クラッシャーを取り付けて、その油圧クラッシャーにより躯体を少しずつ千切るように破砕する方法が一般的である。
しかし、ブームが届かないような高層建物を解体する場合には、クレーンで最上階に重機を持ち上げてから、施工階において、ある程度小分けに破砕してから、地上まで別のクレーン(テルハ、ホイスト)で吊り下げ、地上で運搬できる状態まで解体し、廃棄する。
また、高さ60mを超える超高層建物の解体では、施工階でパワーショベルにより躯体を破砕し、その破砕した廃棄物を外部タワークレーンにより吊り下げる。
When dismantling medium- and low-rise buildings, a general method is to install a heavy machine such as a power shovel on the ground, attach a hydraulic crusher to the tip of the boom, and crush the housing in small increments with the hydraulic crusher. is there.
However, when dismantling a high-rise building that does not reach the boom, lift the heavy machinery to the top floor with a crane, crush it to a certain degree on the construction floor, and then another crane to the ground (Telha, Hoist) Suspended by, disassembled to a state where it can be transported on the ground, and discarded.
In the dismantling of a super high-rise building with a height of more than 60 m, the chassis is crushed by a power shovel on the construction floor, and the crushed waste is suspended by an external tower crane.

なお、特許文献1において、コンクリートスラブ構造高層建物の解体工法及び解体装置が提案される。その装置構成は、高層建物の最上階から1階分下がったコンクリートスラブの小梁上にコンクリートスラブ解体装置を設置し、その横架材へ巻き上げ機を設置し、その各巻き上げ機の直下位置である各階のコンクリートスラブに貫通孔を設ける。そして、その貫通孔へ巻き上げ機から繰り出したワイヤロープを順に通し、水平搬送階へ到達するまで下ろし、ワイヤロープの下端には支持プレートを取り付ける。その上で、コンクリートスラブをワイヤロープの貫通孔よりも外方の位置で切断し、その切断したコンクリートスラブブロックを、水平搬送階の水平搬送手段へ積み替えて運び出すことをそれぞれ順次上層階に向かって繰り返す。   In Patent Document 1, a demolition method and a demolition apparatus for a concrete slab structure high-rise building are proposed. The equipment configuration is that a concrete slab dismantling device is installed on a concrete slab beam that is one floor down from the top floor of a high-rise building, a hoisting machine is installed on the horizontal member, and a position directly below each hoisting machine. A through hole is provided in a concrete slab on each floor. Then, the wire rope fed out from the hoisting machine is passed through the through-holes in order and lowered until reaching the horizontal transfer floor, and a support plate is attached to the lower end of the wire rope. Then, the concrete slab is cut at a position outside the through-hole of the wire rope, and the cut concrete slab block is transferred to the horizontal transfer means on the horizontal transfer floor and transported to the upper floor sequentially. repeat.

また、特許文献2において、エレベータの定格積載重量より重い重量物でもエレベータを利用して高層建築物の最上階に運搬することができる重量物の運搬方法が提案される。その方法は、高層建築物内に設置された既設エレベータの籠を所定階に停止させて、その籠の枠体以外の少なくとも一部の部品を取り外し、その解体した枠体に重量物を搭載する。そして、その重量物を、エレベータを運転して他の所定階まで運搬する。   Patent Document 2 proposes a method for transporting a heavy object that can transport a heavy object heavier than the rated load weight of the elevator to the top floor of the high-rise building using the elevator. The method is to stop an existing elevator cage installed in a high-rise building on a predetermined floor, remove at least some parts other than the cage frame, and load a heavy object on the dismantled frame . Then, the heavy object is transported to another predetermined floor by operating the elevator.

特開2010‐242308号公報JP 2010-242308 A 特開平9‐208155号公報JP-A-9-208155

ところで、躯体の解体工事時には、電気が来ておらず、エレベータはすでに使用できないため、作業者は階段で上り下りすることになる。
しかし、超高層建物においては、階段での昇降は事実上不可能なため、建物外部に人貨両用のリフトなど専用の昇降動力設備を設置する必要があり、これが解体工事でのコストアップの要因となっていた。
By the way, at the time of the demolition work of the housing, since electricity is not coming and the elevator cannot be used anymore, the worker goes up and down on the stairs.
However, because it is practically impossible to move up and down on stairs in a super high-rise building, it is necessary to install dedicated lifting power equipment such as a lift for both men and women outside the building, which is a factor in increasing costs during demolition work. It was.

本発明の課題は、S造、RC造、またはSRC造の建物の解体において、動力装置を不要にしてコストを抑えながら、施工階からの解体物の吊り降ろしと、施工階への作業者の上昇が同時に行え、また、施工階からの作業者の下降も可能とすることである。   The object of the present invention is to dismantle the dismantled material from the construction floor and reduce the cost of the worker to the construction floor while dismantling the S structure, RC structure, or SRC structure without the need for a power device. It is possible to raise at the same time and to allow the operator to descend from the construction floor.

以上の課題を解決するため、請求項1に記載の発明は、
建物の解体時において、
施工階の解体物を吊り下げて地上まで搬送すると同時に、
その吊り下げ荷重を利用して地上から作業員を施工階まで上昇させる、建物の解体物搬送方法を特徴とする。
In order to solve the above problems, the invention described in claim 1
At the time of building demolition,
At the same time that the demolished items on the construction floor are suspended and transported to the ground,
It is characterized by a building demolition transfer method that uses the suspension load to raise workers from the ground to the construction floor.

請求項2に記載の発明は、
請求項1に記載の建物の解体物搬送方法であって、
施工階で解体物を吊り下げ装置に載せて、前記吊り下げ装置を地上まで下降する一方、
前記吊り下げ装置にワイヤで連結して施工階から吊り下げられた昇降装置に地上で作業員を載せて、前記昇降装置を施工階まで上昇することを特徴とする。
The invention described in claim 2
It is a building demolition conveyance method of Claim 1,
While putting the dismantled material on the suspension device on the construction floor and lowering the suspension device to the ground,
It is characterized in that a worker is placed on the lifting device that is connected to the suspension device with a wire and suspended from the construction floor, and the lifting device is raised to the construction floor.

請求項3に記載の発明は、
請求項2に記載の建物の解体物搬送方法であって、
地上で前記吊り下げ装置から解体物を搬出した後、
施工階で前記昇降装置に作業員を載せて、前記昇降装置を地上まで下降すると同時に、
前記吊り下げ装置を施工階まで上昇させることを特徴とする。
The invention according to claim 3
It is a building demolition conveyance method of Claim 2,
After removing the demolition from the suspension device on the ground,
At the same time as placing a worker on the lifting device on the construction floor and lowering the lifting device to the ground,
The suspension device is raised to the construction floor.

請求項4に記載の発明は、
建物の解体時に施工階から解体物を地上に搬送する設備であって、
施工階から解体物を載せて地上まで下降可能な吊り下げ装置と、
作業員が乗り込んで地上と施工階との間を昇降可能な昇降装置と、
前記吊り下げ装置と前記昇降装置を結んで施工階から吊り下げられるワイヤと、を備える建物の解体物搬送設備を特徴とする。
The invention according to claim 4
A facility that transports the demolished material from the construction floor to the ground when the building is demolished,
A suspension device that can be demolished from the construction floor and lowered to the ground,
A lifting device that allows operators to go up and down between the ground and the construction floor,
A building demolition conveyance facility comprising: the suspension device and a wire that connects the lifting device and is suspended from a construction floor.

請求項5に記載の発明は、
請求項4に記載の建物の解体物搬送設備であって、
前記ワイヤの移動速度を制御する速度制御装置を備えることを特徴とする。
The invention described in claim 5
The building demolition conveyance facility according to claim 4,
A speed control device for controlling the moving speed of the wire is provided.

請求項6に記載の発明は、
請求項4または5に記載の建物の解体物搬送設備であって、
前記ワイヤの移動を緊急停止する緊急停止装置を備えることを特徴とする。
The invention described in claim 6
The building demolition conveyance facility according to claim 4 or 5,
An emergency stop device that stops the movement of the wire in an emergency is provided.

本発明によれば、建物の解体時、施工階から解体物を地上に降ろす際の位置エネルギーを活用して別の昇降装置の上昇力に利用することで、施工階からの解体物の吊り降ろしと、施工階への作業者の上昇が同時に行えて、施工階からの作業者の下降も可能となり、動力装置が不要でコストを抑えることできる。   According to the present invention, at the time of building demolition, by utilizing the potential energy when lowering the demolished material from the construction floor to the ground and using it for the lifting force of another lifting device, the demolished material is suspended from the construction floor In addition, the worker can be raised to the construction floor at the same time, and the worker can be lowered from the construction floor.

本発明を適用した高層建物の解体作業の一実施形態の構成を示す側面図で、 最上層での解体作業中を示した図である。It is the side view which shows the structure of one Embodiment of the demolition work of the high-rise building to which this invention is applied, and is the figure which showed during the demolition work in the top layer. 図1の昇降装置下の1階床内部構造例を示した拡大図である。It is the enlarged view which showed the example of the 1st floor internal structure under the raising / lowering apparatus of FIG.

以下、図を参照して本発明を実施するための形態を詳細に説明する。
(概要)
高層建物の解体時に、その施工階から重い解体物を地上に降ろす際の吊り下げ装置の位置エネルギーを活用して、別の昇降装置の上昇力に利用する。
この場合、吊り下げ装置重量十吊り荷重量>昇降装置重量の関係が成り立つ。
また、吊り下げ装置重量<昇降装置重量とすることで、吊り下げ装置を上昇させることができる。
そして、吊り下げ装置と昇降装置がこれら連結するワイヤを介して相互にカウンターウエイト機能を果たし、例えば別々の昇降設備とした場合と比較して、ワイヤに必要な緊急停止機構や速度制御機構の負荷が軽減できる。
また、昇降装置の下方の底面には、二種類のスプリングを埋め込み、レベル差を設けることで、常時の衝撃緩衝用と落下時の人命保護用スプリングを使い分けられる。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings.
(Overview)
At the time of dismantling a high-rise building, the potential energy of the suspension device used when lowering a heavy dismantled object from the construction floor to the ground is used for the lifting force of another lifting device.
In this case, the relationship of the weight of the hanging device plus the amount of hanging load> the weight of the lifting device is established.
Moreover, the suspension device can be raised by setting the weight of the suspension device <the weight of the lifting device.
The suspension device and the lifting device perform counterweight functions with each other via these connecting wires. For example, compared to a case where separate lifting equipment is used, the load of the emergency stop mechanism and speed control mechanism necessary for the wire is required. Can be reduced.
Also, by embedding two types of springs on the bottom surface below the lifting device and providing a level difference, it is possible to use a normal shock buffering spring and a life protecting spring when falling.

(実施形態)
図1は本発明を適用した高層建物の解体作業の一実施形態の構成を示すもので、1は高層建物、2は鉄骨フレーム、3は防音壁、4は吊り下げ装置、5は昇降装置、6はワイヤ、7はガイドレール、8は滑車、11は速度制御装置、12は緊急停止装置である。
(Embodiment)
FIG. 1 shows a configuration of an embodiment of a dismantling operation of a high-rise building to which the present invention is applied. 1 is a high-rise building, 2 is a steel frame, 3 is a soundproof wall, 4 is a hanging device, 5 is a lifting device, 6 is a wire, 7 is a guide rail, 8 is a pulley, 11 is a speed control device, and 12 is an emergency stop device.

図示例は、S造、RC造、またはSRC造の高層建物1の解体で、その最上層での解体作業中を示しており、図示のように、解体作業階(施工階)上部に鉄骨フレーム2が組み立てて設置されるとともに、施工階周囲を覆う防音壁3が取り付けられている。
そして、鉄骨フレーム2には、施工階で小分割に粉砕した躯体などの重量物(解体物)を載せて地上に吊り下げるための吊り下げ装置4の籠と、人もしくは資材を作業階まで昇降させる昇降装置5の籠の天井とが、同一のワイヤ6を介してそれぞれ吊り下げ支持されている。
The illustrated example shows the dismantling of the S, RC, or SRC high-rise building 1 during the dismantling work at the uppermost layer. As shown, the steel frame is located above the dismantling work floor (construction floor). 2 is assembled and installed, and a soundproof wall 3 covering the periphery of the construction floor is attached.
The steel frame 2 is loaded with heavy objects (dismantled materials) such as a housing crushed into small parts on the construction floor and suspended from the suspension device 4 for suspending it on the ground, and the person or material is moved up and down to the work floor. The ceiling of the elevating device 5 to be lifted is supported by being suspended via the same wire 6.

すなわち、施工階から2階までの床には、その平面上の同一箇所に、吊り下げ装置4を通す開口部1aが形成されるとともに、昇降装置5を通す開口部1bが形成されている。
そして、昇降装置5を通す開口部1bを貫通して垂直方向にガイドレール7が躯体に固定され、例えば柱にアンカー止めかPC締付等により設置されて、このガイドレール7に沿って昇降装置5の籠が昇降可能に組み付けられている。
なお、ガイドレール7は各階単位で分割できるように構成する。
That is, on the floor from the construction floor to the second floor, an opening 1a through which the suspension device 4 is passed is formed at the same place on the plane, and an opening 1b through which the lifting device 5 is passed is formed.
A guide rail 7 is fixed to the housing in the vertical direction through the opening 1b through which the lifting device 5 passes, and is installed on the pillar by anchoring or PC tightening, for example, and the lifting device along the guide rail 7 Five cages are assembled so as to be movable up and down.
The guide rail 7 is configured so that it can be divided in units of floors.

また、鉄骨フレーム2には、開口部1a、1bの各々直上に位置する一対の滑車8が備えられ、この一対の滑車8にワイヤ6がそれぞれ掛けられている。
さらに、鉄骨フレーム2には、一対の滑車8の間において、ワイヤ6の移動速度を制御する歯車機構や減速機構による速度制御装置11が備えられて、ワイヤ6の移動を手動等により緊急停止する緊急停止装置12が備えられている。
Further, the steel frame 2 is provided with a pair of pulleys 8 positioned immediately above the openings 1a and 1b, and wires 6 are hung on the pair of pulleys 8, respectively.
Further, the steel frame 2 is provided with a speed control device 11 using a gear mechanism and a speed reduction mechanism for controlling the moving speed of the wire 6 between the pair of pulleys 8, and the movement of the wire 6 is urgently stopped manually or the like. An emergency stop device 12 is provided.

ここで、施工階上部の鉄骨フレーム2は、吊り下げ装置4の重量Aと昇降装置5の重量Bの重量を十分支持できるように強度を確保する。
また、必要であれば、既存のスラブ、梁を補強する。
Here, the steel frame 2 in the upper part of the construction floor has sufficient strength to support the weight A of the suspension device 4 and the weight B of the lifting device 5 sufficiently.
If necessary, existing slabs and beams will be reinforced.

以上において、吊り下げ装置4には、図示しないが、重量測定手段が備えられるとともに、所定の重量の荷が積載されるまでワイヤ6を動かないよう規制するストッパー機構が備えられている。   As described above, the suspending device 4 is provided with a weight measuring means (not shown) and a stopper mechanism for restricting the wire 6 from moving until a load having a predetermined weight is loaded.

また、昇降装置5の籠内には、図示のように、緊急停止ボタン5aが設けられている。   In addition, an emergency stop button 5a is provided in the cage of the lifting device 5 as shown in the figure.

なお、緊急停止装置12は、速度制御装置11によるワイヤ6の移動速度の監視に基づいて作動し、緊急停止ボタン5aの手動操作によっても作動する。   The emergency stop device 12 operates based on the monitoring of the moving speed of the wire 6 by the speed control device 11, and also operates by manual operation of the emergency stop button 5a.

そして、吊り下げ装置4とこれに載せて吊り下ろす荷(解体物)の重量の合計は、昇降装置5の重量Bとその計容荷重以上のある値以上に設定する。   And the sum total of the weight of the hanging apparatus 4 and the load (dismantled article) to be hung on it is set to a value equal to or greater than the weight B of the lifting apparatus 5 and its load capacity.

以上により、図中、矢印で示したように、吊り下げ装置4に解体物である破砕ガラを載せて吊り下げすることで、ワイヤ6を介して昇降装置5で乗り込んだ作業員を上昇させる。   As described above, as shown by the arrows in the figure, the crushed glass that is a dismantled product is placed on the suspension device 4 and suspended, thereby raising the worker who has entered the lifting device 5 via the wire 6.

次に、実施形態の基本原理を説明する。   Next, the basic principle of the embodiment will be described.

<基本原理>
先ず、吊り下げ装置重量A≒昇降装置重量Bとすることで、相互にカウンターウエイトの機能を有する。
そして、吊り下げ装置4を下降して昇降装置5を上昇したいときは、A>Bとすることで、駆動力を得られる。
逆に、吊り下げ装置4を上昇して昇降装置5を下降したいときは、A<Bとすることで、駆動力を得られる。
<Basic principle>
First, by setting the hanging device weight A to the lifting device weight B, the functions of the counterweights are obtained.
Then, when it is desired to lower the suspending device 4 and raise the lifting device 5, the driving force can be obtained by setting A> B.
Conversely, when it is desired to raise the suspending device 4 and lower the lifting device 5, the driving force can be obtained by setting A <B.

図2は昇降装置5の下方の1階床内部構造例を拡大して示したもので、13はピット、14は緩衝用スプリング、15は籠受け部材、16は人命保護用強力スプリングである。   FIG. 2 is an enlarged view of an example of the internal structure of the first floor below the lifting device 5, wherein 13 is a pit, 14 is a buffering spring, 15 is a hook receiving member, and 16 is a powerful spring for protecting human life.

図示のように、昇降装置5の下方の1階床にピット13を形成して、そのピット13に、一対の緩衝用スプリング14を設置して、その一対の緩衝用スプリング14の上端に籠受け部材15を固定する。
さらに、一対の緩衝用スプリング14の間において、墜落事故時のための人命保護用強力スプリング16を設置する。この人命保護用強力スプリング16は、常時は作用しないよう緩衝用スプリング14より低い位置になるように設置する。
As shown in the drawing, a pit 13 is formed on the first floor below the lifting device 5, a pair of buffer springs 14 are installed in the pit 13, and a hook is received at the upper ends of the pair of buffer springs 14. The member 15 is fixed.
Furthermore, a life-saving strong spring 16 is installed between the pair of buffer springs 14 in case of a crash. The life protecting strong spring 16 is installed at a position lower than the buffering spring 14 so as not to act at all times.

以上のピット13内の設備において、常時は緩衝用スプリング14のみが作用するが、想定する降下速度を超えた場合は、緩衝用スプリング14が限界変位を超えて、人命保護用強力スプリング16が作用し、昇降装置5の籠の衝撃を緩和する。   In the equipment in the pit 13 described above, only the buffering spring 14 always operates. However, when the assumed lowering speed is exceeded, the buffering spring 14 exceeds the limit displacement and the life protecting strong spring 16 operates. Then, the impact of the eaves of the elevating device 5 is reduced.

次に、実施形態の作用を説明する。   Next, the operation of the embodiment will be described.

(作用)
吊り下げ装置4において、重量測定手段により重量を測定して、所定の重量の荷が積載されるまではストッパー機構によりワイヤ6を動かないよう規制する。
昇降装置5は、電力、油圧などの動力源を必要とせず、施工階(最上階)まで到達する。
(Function)
In the suspending device 4, the weight is measured by the weight measuring means, and the wire 6 is restricted from moving by the stopper mechanism until a load having a predetermined weight is loaded.
The elevating device 5 does not require a power source such as electric power or hydraulic pressure, and reaches the construction floor (top floor).

ワイヤ6は、昇降装置5の使用者が手動で緊急停止ボタン5aを操作することで、緊急停止装置12により緊急停止させることが可能である。
ガイドレール7は、各階で分割可能なため、解体の進行とともに、レールを一層ずつ除去することが可能である。
The wire 6 can be urgently stopped by the emergency stop device 12 when the user of the lifting device 5 manually operates the emergency stop button 5a.
Since the guide rail 7 can be divided on each floor, the rail can be removed one layer at a time as the disassembly progresses.

ピット13において、緩衝用スプリング14のパネは柔らかく、低速度での停止時のショックアブツーバ機能を有する。
また、人命保護用強力スプリング16は、高速落下時に緩衝用スプリング14が縮み切る前に作用し、強力なバネのために、昇降装置5が地面に直接激突することを回避する。
In the pit 13, the panel of the buffer spring 14 is soft and has a shock absorber function when stopped at a low speed.
Further, the life-saving strong spring 16 acts before the buffer spring 14 is shrunk when it is dropped at high speed, and prevents the lifting device 5 from directly colliding with the ground due to the strong spring.

なお、施工階が下がるのに伴ってワイヤ6は、図示しない巻き取り装置により所定長を巻き取ったり、ワイヤ6自体を付け替えたり、予め所定長毎に分割されたワイヤ6を連結しておいて所定長ずつ取り外していくこと等で対応可能である。   In addition, as the construction floor is lowered, the wire 6 is wound by a winding device (not shown) by a predetermined length, the wire 6 itself is replaced, or the wires 6 divided in advance by a predetermined length are connected. It is possible to deal with it by removing it by a predetermined length.

次に、実施形態の効果を説明する。   Next, effects of the embodiment will be described.

(効果)
以上の通り、高層建物1の解体で、エレベータが使用できない場合の人もしくは資材を作業階まで昇降させる昇降装置5を提供することができる。
しかも、解体作業では、施工階から大量の重量物(解体物)を地上まで吊り下げる作業が必要で、その位置エネルギーを利用した昇降装置5なので、一般的なエレベータやリフトで必要となる動力源である電源及び動力装置もしくは油圧装置等の動力源は不要となり、省エネルギー効果がある。
(effect)
As described above, it is possible to provide the lifting device 5 that lifts and lowers a person or material when the elevator cannot be used in the dismantling of the high-rise building 1.
Moreover, in the dismantling work, it is necessary to hang a large amount of heavy objects (dismantling material) from the construction floor to the ground, and the lifting device 5 that uses the potential energy. Therefore, the power source required for general elevators and lifts The power source and the power source such as a power device or a hydraulic device are not necessary, and there is an energy saving effect.

そして、吊り下げ装置4及び解体物による吊り下げる荷の重量Aを、昇降装置5の重量Bとその許容荷重以上のある特定の範囲とすることで、速度制御装置11に殆ど負担をかけることなく、昇降させることが可能となる。
逆に、吊り下げ装置4に荷(解体物)がない場合、吊り下げ装置重量Aを昇降装置重量Bより軽くすることで、吊り下げ装置4を施工階に戻すことが可能である。
Then, the weight A of the load suspended by the suspension device 4 and the dismantled material is set to a specific range that is equal to or greater than the weight B of the lifting device 5 and its allowable load, so that the speed control device 11 is hardly burdened. It is possible to move up and down.
On the other hand, when there is no load (disassembled material) in the suspension device 4, it is possible to return the suspension device 4 to the construction floor by making the suspension device weight A lighter than the lifting device weight B.

また、手動による緊急停止装置12があるため、吊り下げ装置4及び昇降装置5を安全かつ任意の階に到達することも可能である。   Moreover, since the manual emergency stop device 12 is provided, the suspension device 4 and the lifting device 5 can safely reach any floor.

また、ピット13に設置した緩衝用スプリング14と人命保護用強カスプリング16を接触するレベルに差を持たせて、常時の快適な停止と、緊急時の安全性を確保することができる。   Further, by providing a difference in the level of contact between the buffer spring 14 installed in the pit 13 and the strong life-protecting spring 16, it is possible to ensure a comfortable stop at all times and safety in an emergency.

以上、実施形態の高層建物の解体物搬送設備を構成する吊り下げ装置4及び昇降装置5によれば、高層建物1の解体施工階から解体物を吊り下げ装置4に載せて地上に降ろす際の位置エネルギーを活用して昇降装置5の上昇力に利用することで、施工階からの解体物の吊り降ろしと、施工階への作業者の上昇が同時に行えて、施工階からの作業者の下降も可能となる。
従って、動力装置が不要でコストを抑えることできる。
As described above, according to the suspension device 4 and the lifting device 5 that constitute the dismantled object transportation facility for a high-rise building according to the embodiment, the dismantled object is placed on the suspension device 4 from the dismantling construction floor of the high-rise building 1 and lowered to the ground. By utilizing the potential energy for the lifting force of the lifting device 5, the dismantling from the construction floor can be suspended and the worker can be raised to the construction floor at the same time. Is also possible.
Therefore, the power unit is unnecessary and the cost can be reduced.

(変形例)
以上の実施形態の他、具体的な細部構造等について適宜に変更可能であることは勿論である。
(Modification)
Needless to say, in addition to the above-described embodiments, specific detailed structures and the like can be changed as appropriate.

1 高層建物
1a 開口部
1b 開口部
2 鉄骨フレーム
3 防音壁
4 吊り下げ装置
5 昇降装置
5a 緊急停止ボタン
6 ワイヤ
7 ガイドレール
8 滑車
11 速度制御装置
12 緊急停止装置
13 ピット
14 緩衝用スプリング
15 籠受け部材
16 人命保護用強力スプリング
DESCRIPTION OF SYMBOLS 1 High-rise building 1a Opening part 1b Opening part 2 Steel frame 3 Soundproof wall 4 Hanging device 5 Lifting device 5a Emergency stop button 6 Wire 7 Guide rail 8 Pulley 11 Speed control device 12 Emergency stop device 13 Pit 14 Buffering spring 15 Member 16 Powerful spring for life protection

Claims (6)

建物の解体時において、
施工階の解体物を吊り下げて地上まで搬送すると同時に、
その吊り下げ荷重を利用して地上から作業員を施工階まで上昇させることを特徴とする建物の解体物搬送方法。
At the time of building demolition,
At the same time that the demolished items on the construction floor are suspended and transported to the ground,
A method for conveying a demolished object of a building, wherein a worker is lifted from the ground to a construction floor using the suspension load.
施工階で解体物を吊り下げ装置に載せて、前記吊り下げ装置を地上まで下降する一方、
前記吊り下げ装置にワイヤで連結して施工階から吊り下げられた昇降装置に地上で作業員を載せて、前記昇降装置を施工階まで上昇することを特徴とする請求項1に記載の建物の解体物搬送方法。
While putting the dismantled material on the suspension device on the construction floor and lowering the suspension device to the ground,
2. The building according to claim 1, wherein a worker is placed on a lifting device that is connected to the suspension device with a wire and suspended from a construction floor, and the lifting device is elevated to the construction floor. Demolition transportation method.
地上で前記吊り下げ装置から解体物を搬出した後、
施工階で前記昇降装置に作業員を載せて、前記昇降装置を地上まで下降すると同時に、
前記吊り下げ装置を施工階まで上昇させることを特徴とする請求項2に記載の建物の解体物搬送方法。
After removing the demolition from the suspension device on the ground,
At the same time as placing a worker on the lifting device on the construction floor and lowering the lifting device to the ground,
The method according to claim 2, wherein the suspension device is raised to a construction floor.
建物の解体時に施工階から解体物を地上に搬送する設備であって、
施工階から解体物を載せて地上まで下降可能な吊り下げ装置と、
作業員が乗り込んで地上と施工階との間を昇降可能な昇降装置と、
前記吊り下げ装置と前記昇降装置を結んで施工階から吊り下げられるワイヤと、を備えることを特徴とする建物の解体物搬送設備。
A facility that transports the demolished material from the construction floor to the ground when the building is demolished,
A suspension device that can be demolished from the construction floor and lowered to the ground,
A lifting device that allows operators to go up and down between the ground and the construction floor,
A building demolition conveyance facility comprising: the suspension device and a wire that connects the lifting device and is suspended from a construction floor.
前記ワイヤの移動速度を制御する速度制御装置を備えることを特徴とする請求項4に記載の建物の解体物搬送設備。   The demolition thing conveyance equipment of the building of Claim 4 provided with the speed control apparatus which controls the moving speed of the said wire. 前記ワイヤの移動を緊急停止する緊急停止装置を備えることを特徴とする請求項4または5に記載の建物の解体物搬送設備。   The building demolition conveyance facility according to claim 4 or 5, further comprising an emergency stop device that urgently stops the movement of the wire.
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Citations (3)

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Publication number Priority date Publication date Assignee Title
JPH08246680A (en) * 1995-03-13 1996-09-24 Fujita Corp Automatic carrier for external wall member, and control apparatus therefor
US20110289862A1 (en) * 2009-02-09 2011-12-01 3L-Innogenie Inc. Construction system and method for multi-floor buildings
JP2015067984A (en) * 2013-09-27 2015-04-13 前田建設工業株式会社 Dismantling material transport method of high-rise building, and transport equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08246680A (en) * 1995-03-13 1996-09-24 Fujita Corp Automatic carrier for external wall member, and control apparatus therefor
US20110289862A1 (en) * 2009-02-09 2011-12-01 3L-Innogenie Inc. Construction system and method for multi-floor buildings
JP2015067984A (en) * 2013-09-27 2015-04-13 前田建設工業株式会社 Dismantling material transport method of high-rise building, and transport equipment

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Title
一般社団法人日本エレベータ協会, "エレベーター、エスカレーターをもっと知っていただくために"、[ONLINE], JPN6018019846, 12 November 2011 (2011-11-12), JP, ISSN: 0003807489 *

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