JPH08338136A - Elevator device for construction - Google Patents

Elevator device for construction

Info

Publication number
JPH08338136A
JPH08338136A JP14757095A JP14757095A JPH08338136A JP H08338136 A JPH08338136 A JP H08338136A JP 14757095 A JP14757095 A JP 14757095A JP 14757095 A JP14757095 A JP 14757095A JP H08338136 A JPH08338136 A JP H08338136A
Authority
JP
Japan
Prior art keywords
building
floor
elevating
platform
lifting
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.)
Pending
Application number
JP14757095A
Other languages
Japanese (ja)
Inventor
Hideo Tanijiri
秀雄 谷尻
Fumiya Ishiguro
文矢 石黒
Takashi Arai
高志 荒井
Ryoji Yoshitake
亮二 吉武
Masao Kato
将夫 加藤
Yasuto Morishima
靖人 森島
Nobuhiro Takasaki
信博 高崎
Yasuo Yokoyama
泰雄 横山
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP14757095A priority Critical patent/JPH08338136A/en
Publication of JPH08338136A publication Critical patent/JPH08338136A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To transport building members quickly and safely by loading lengthy heavy building materials interlocking with a horizontal transport device, and executing full automatic transport, when the uppermost story of a building is elevated, and building members are transported to the lower space so as to build a lower story. CONSTITUTION: Two guide rails (a) are provided on a elevator passage P of a building A, and a rectangular elevatable frame (b) is elevatably mounted along the guide rails (a). A wire winding device (d) is fixed, and a driving part (c) is driven so as to supply building members to a working space Nx under an uppermost story Ny in which a lower story is built. When the building of building frame of the story under the uppermost story is completed, the wire winding device (d) and a cable winding device (c) are driven so as to insure a lift by one story layer, and the uppermost story Ny is jacked up so as to form a working space for a succeeding story. Simultaneously, the guide rails (a) are upward added to the elevator passage P. By repeating this process, the building members are supplied from a ground part G, and higher storys are built in order.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、建設用の垂直搬送装置
に係り、更に詳細に説明すると、建築物の最上階を先行
して構築し、同最上階部分を下方から上方に順次上昇さ
せながら、最上階の下方階を構築する構築工法におい
て、最上階の上昇に対応して建築資材の搬送をする昇降
装置の揚程が可変する建設用の昇降装置に係るものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vertical conveyor for construction. More specifically, the uppermost floor of a building is constructed in advance, and the uppermost floor is raised from the bottom to the top. However, in the construction method for constructing the lower floor of the uppermost floor, the present invention relates to an elevating device for construction in which the lifting height of the elevating device that conveys building materials corresponding to the rise of the uppermost floor is variable.

【0002】[0002]

【従来の技術】高層の建築物を構築する際、建物の最上
階を先行して構築し、同最上階を支持する支持柱をガイ
ドにジャッキアップ装置により前記最上階を上昇させて
同最上階の下部に下階を構築する作業空間を形成し、地
上部から建築部材の供給を受けて順次高層階へと構築す
る高層建築物における構築工法がある。
2. Description of the Related Art When constructing a high-rise building, the top floor of the building is constructed first, and the supporting pillars supporting the top floor are used as guides to raise the top floor by a jack-up device to raise the top floor. There is a construction method for a high-rise building in which a work space for building a lower floor is formed in the lower part of the building, and building materials are supplied from the above-ground portion to build the building sequentially to the higher floors.

【0003】前記の構築工法においては、最上階下部に
下階部分を構築するため建築部材を搬送するため昇降装
置として、建設現場に仮設の荷揚げ用リフトがあり、特
に長尺物を搬送する既存のリフトとしては、ロングリフ
トといわれるものがあり、このリフトは2本のガイドレ
ールの間に長方形の荷台を昇降するもので、巻上機を地
上部に設置し、同巻上機にワイヤーが巻装されることに
よって荷台は所定の高さに昇降する。
In the construction method described above, there is a temporary unloading lift at the construction site as an elevating device for conveying building members for constructing the lower floor portion on the lowermost floor, and particularly for existing long objects. There is a so-called long lift, which lifts a rectangular loading platform between two guide rails. A hoist is installed on the ground and a wire is attached to the hoist. By being wound, the loading platform moves up and down to a predetermined height.

【0004】この他に前記構築工法においては、最上階
下部に天井走行クレーンを設置し、同天井走行クレーン
には電動トロリーに電動の巻上機(ホイスト)が取付け
られ、同電動の巻上機(ホイスト)によって屋外から資
材を吊上げて、天井走行クレーンにより水平に走行して
所定の取付け位置に搬送し、同資材を他の取付装置に移
載し搬送されている。
In addition to the above, in the construction method, an overhead traveling crane is installed at the lower part of the uppermost floor, and an electric hoist is attached to the electric trolley of the overhead traveling crane. Materials are hoisted from outside by a (hoist), horizontally moved by an overhead traveling crane and conveyed to a predetermined attachment position, and the same material is transferred to another attachment device and conveyed.

【0005】[0005]

【発明が解決しようとする課題】前記したように先行し
て構築された最上階を上昇させ、同最上階下部に下階を
構築する作業空間を形成し、地上部から建築部材を供給
する搬送装置において、前記した従来の搬送装置には次
のような問題点がある。前記の荷揚げ用リフトにおいて
は、長方形の荷台に長尺の鉄筋や材木を荷揚げするもの
で、その荷台に対する積み込み作業は作業員によって行
なわれたり、フォークリフトを使用して荷台に積み込ま
れるため、人手を煩わしたり、積み込み作業に多くの時
間を要する。
As described above, the upper floor constructed in advance is raised, and a working space for constructing a lower floor is formed at the lower part of the upper floor, and a construction member is supplied from the ground portion. In the apparatus, the above-mentioned conventional transfer apparatus has the following problems. In the above-mentioned unloading lift, long rectangular reinforcing bars and timber are unloading onto a rectangular platform, and the loading work on the platform is performed by an operator or is loaded on the platform using a forklift truck, so that a manpower is required. It is troublesome and requires a lot of time for loading.

【0006】また、設置場所とリフト構造が簡便である
ため、大型の重量物、例えば、躯体に使用する鉄骨造の
柱や大梁(プレキャストコンクリート部材を含む)等を
載荷して搬送するのには不向きである。後者のように天
井走行クレーンによる建築部材の搬送装置においては、
最上階の上昇に伴って揚程が高くなるにつれて、天井走
行クレーンの電動トロリーに取付けられた電動の巻上機
に巻装されているワイヤーを巻き出して揚程に対応する
ため巻上機には最終揚程分のワイヤーを巻装しなければ
ならないので、ワイヤーを収納する巻き胴の径が大きく
なり、巻上機自体が相当な重量となり、それに伴う電動
トロリーや天井走行クレーン装置が大掛りなものとな
り、被荷揚体の重量の荷揚げにも限界があるとともに、
吊り上げられる荷揚げ姿勢が不安定で、他の搬送機材と
の接続が煩雑となり、自動制御による自動搬送には不向
きである。
Further, since the installation place and the lift structure are simple, a large heavy object, for example, a steel frame column or girder (including a precast concrete member) used for a skeleton can be loaded and transported. Not suitable. As in the latter, in the equipment for transporting building members by an overhead traveling crane,
As the lifting height rises as the top floor rises, the wire wound around the electric hoist mounted on the electric trolley of the overhead traveling crane is unwound to accommodate the hoist, so Since the wire for the lifting head must be wound, the diameter of the winding cylinder that stores the wire becomes large, and the hoist itself becomes a considerable weight, and the electric trolley and overhead traveling crane device accompanying it becomes large. There is a limit to the unloading weight of the unloading body,
The unloading posture to be hoisted is unstable and the connection with other transportation equipment becomes complicated, making it unsuitable for automatic transportation by automatic control.

【0007】本発明は前記従来技術の有する問題点に鑑
みて提案されるもので、その目的とするところは、建築
物の最上階を上昇させて同最上階の下部に下階を構築す
る作業空間を形成し、地上部から建築部材を供給する搬
送装置において、長尺かつ重量物の建築資材を他の水平
搬送装置と連動して積み込み時間を短縮し、水平・垂直
の搬送作業を全自動化することによって、建築資材を迅
速かつ安全に搬送するとともに、最上階の上昇に伴い昇
降装置を伸延して揚程を可変する建設用の昇降装置を提
供する点にある。
The present invention is proposed in view of the problems of the above-mentioned prior art, and its purpose is to raise the uppermost floor of a building and construct a lower floor under the uppermost floor. In a transportation device that forms a space and supplies building members from above ground, long and heavy construction materials are linked with other horizontal transportation devices to shorten loading time and fully automate horizontal and vertical transportation work. By doing so, it is possible to quickly and safely transport the building materials, and to provide a lifting device for construction in which the lifting device is extended and the lifting height is changed as the top floor rises.

【0008】[0008]

【課題を解決するための手段】前記の目的を達成するた
めに本発明に係る建設用の昇降装置は、建築物の最上階
を上昇させて同最上階下部に下階を構築する作業空間を
形成し、同作業空間に地上部から建築部材を供給する搬
送装置において、建築物内の昇降路に2本のガイドレー
ルと同ガイドレールに昇降自在に装架された長方形の昇
降架台を設置し、前記建築物の最上階に前記昇降架台を
駆動する駆動部と、同建築物の最上階の上昇に伴う巻上
げワイヤーの巻き出し装置と、昇降架台に配設された電
源と各信号を送るケーブルの巻き出し装置と、前記駆動
部と巻き出し装置とのワイヤーに懸架されたカウンター
ウエートと、前記昇降架台を自動制御する自動制御装置
とによって構成されている。
In order to achieve the above object, the construction lifting device according to the present invention provides a working space for raising a top floor of a building and building a lower floor under the top floor. In the transporting device that forms and supplies building members from the above-ground part to the working space, two guide rails and a rectangular elevating platform that is vertically mounted on the guide rails are installed in the hoistway inside the building. , A drive unit for driving the elevator platform on the top floor of the building, a winding device for winding the wire as the top floor of the building rises, a power supply arranged on the elevator platform, and a cable for sending each signal Of the unwinding device, a counterweight suspended on the wire between the drive unit and the unwinding device, and an automatic control device for automatically controlling the lifting platform.

【0009】請求項2の発明によれば、駆動部は昇降架
台左右の吊り上げ用シーブに対応して2台設置されてい
る。請求項3の発明によれば、前記昇降架台の床に長方
形の長辺方向に直交して複数のレールを敷設し、レール
上の一端に車輪止めを設け、レール際に台車を固定する
ロック受を設けたものである。
According to the second aspect of the present invention, two drive units are installed corresponding to the lifting sheaves on the left and right of the elevating stand. According to the third aspect of the present invention, a plurality of rails are laid on the floor of the lifting platform orthogonal to the long side direction of the rectangle, a wheel stopper is provided at one end on the rail, and a lock receiver for fixing the carriage on the rail is provided. Is provided.

【0010】請求項4の発明によれば、前記昇降架台の
床に長方形の長辺方向に直交して複数の昇降荷受台を設
けたものである。請求項5の発明によれば、昇降架台の
高さを計測する光波距離計測計を設けたものである。
According to the fourth aspect of the present invention, a plurality of lifting load receiving bases are provided on the floor of the lifting base so as to be orthogonal to the long side direction of the rectangle. According to the invention of claim 5, a lightwave distance measuring instrument for measuring the height of the lifting platform is provided.

【0011】[0011]

【作用】本発明によれば、建物内の昇降路に2本のガイ
ドレールを設置し、同ガイドレールに昇降自在に設置さ
れた長方形の昇降架台は、巻上ワイヤーの一端が建築物
の最上階に設置された駆動部近傍に固定され、同固定端
から昇降架台の吊り上げ用シーブと前記駆動部の駆動シ
ーブを経て、さらにはカウンターウエートのシーブを介
して巻き出し装置に巻装された巻上ワイヤーは、最上階
下部に構成された下階を構築する作業空間へ地上部から
建築部材を供給する場合においては、ワイヤーの巻き出
し装置を固定して駆動部を駆動すると昇降架台は一定の
昇降の高さの揚程を昇降し、最上階の下階の躯体構築が
完了すると最上階がジャッキアップされて次の階を構築
する作業空間が形成されるが、最上階がジャッキアップ
される際は、ワイヤーの巻き出し装置を駆動して巻上ワ
イヤーを巻き出し、さらにはケーブル巻き出し装置より
ケーブルを巻き出すことによって1階層分の揚程が確保
される。また、同時に昇降路にはガイドレールを上部に
継ぎ足していく。
According to the present invention, two guide rails are installed in a hoistway in a building, and a rectangular elevating platform installed so that the guide rails can move up and down has one end of a hoisting wire at the top of a building. It is fixed near the drive unit installed on the floor, and is wound around the unwinding device from the fixed end through the lifting sheave of the elevator and the drive sheave of the drive unit, and further through the sheave of the counterweight. When supplying the building members from the above-ground part to the work space for constructing the lower floor constructed on the lower part of the top floor, the upper wire is fixed to the elevator platform by fixing the wire unwinding device and driving the drive part. When the building height of the lower floor of the top floor is completed by raising and lowering the lifting height, the top floor is jacked up to form a work space for building the next floor.When the top floor is jacked up, Is wai Unwinding the hoisting wire by driving the unwinding device over, more lift of one layer by unwinding the cable from the device unwinding the cable is secured. At the same time, a guide rail will be added to the upper part of the hoistway.

【0012】従って下方から順次構築していく構築工法
においての垂直方向の搬送は前記の工程を繰り返して行
なうことにより難なく揚程が可変され、予め設定された
操作手順に従って自動制御装置を操作して、地上からの
建築資材を受取って所定の階に自動搬送する。請求項2
の発明によれば、昇降架台を昇降する駆動部を、昇降架
台左右の吊り上げ用シーブに対応して設置することによ
り、カウンターウエートがそれぞれに吊下されることに
より昇降架台に載荷された荷重との釣り合がとれるので
重量物も容易に搬送できる。
Therefore, in the construction method in which construction is carried out sequentially from the bottom, the vertical direction can be easily changed by repeating the above-mentioned steps, and the automatic control device is operated in accordance with the preset operation procedure. It receives building materials from the ground and automatically transports them to the designated floor. Claim 2
According to the invention, by installing the drive unit that raises and lowers the elevating platform corresponding to the lifting sheaves on the left and right of the elevating platform, the counterweights are respectively hung and the load applied to the elevating platform is Since it is balanced, heavy objects can be easily transported.

【0013】請求項3の発明によれば、昇降架台の床に
長方形の長辺方向に直交して敷設された複数のレール
は、地上部に設置された水平搬送装置において専用台車
に載荷された建築資材が専用台車ごと昇降架台に移乗さ
れ、専用台車は車輪止めで停止し、レール際に設けたロ
ック受に専用台車が固定される。請求項4の発明によれ
ば、昇降架台の床に長方形の長辺方向に直交して設けた
複数の昇降荷受台は、専用台車に載荷された建築資材が
所定の搬送位置に搬送後、次の組立装置へと移載する場
合に、荷渡をする高さ調整を行ない荷取りを円滑に行な
うことができる。
According to the third aspect of the present invention, the plurality of rails laid on the floor of the elevating platform orthogonally to the long side direction of the rectangle are loaded on the dedicated carriage in the horizontal carrier installed on the ground. The building materials are transferred to the lifting platform together with the dedicated trolley, the dedicated trolley is stopped by the wheel stoppers, and the dedicated trolley is fixed to the lock receiver installed near the rail. According to the invention of claim 4, the plurality of lifting and lowering pedestals provided on the floor of the lifting and lowering platform orthogonally to the long side direction of the rectangle, after the building material loaded on the dedicated trolley is transferred to a predetermined transfer position, When it is transferred to the assembling apparatus, it is possible to smoothly adjust the height of unloading.

【0014】請求項5の発明によれば、昇降架台に同架
台の高さを計測する光波距離計測計を設けたことによ
り、昇降架台の昇降に伴う昇降架台の高さを正確に計測
し、停止床において停止誤差をなくし、他の搬送装置と
の連結精度を高めることができる。
According to the fifth aspect of the present invention, since the light-and-light distance measuring instrument for measuring the height of the platform is provided in the platform, the height of the platform can be accurately measured when the platform is moved up and down. It is possible to eliminate a stop error in the stop floor and improve the connection accuracy with another transfer device.

【0015】[0015]

【実施例】以下、本発明を図示の実施例について説明す
る。図1は本発明に係る建設用の昇降装置Bを設置して
構築中の建築物Aを示す縦断面図で、昇降装置Bは、建
築物Aに設けた昇降路Pに昇降架台案内用のガイドレー
ルaに案内されて昇降する昇降架台bと、後述のカウン
ターウエートを案内するガイドレール(図示せず)とが
設置され、最上階Nyに昇降架台bを駆動する駆動部c
のワイヤーwを巻き出すワイヤー巻き出し装置dと電源
と信号線を供給するケーブル巻き出し装置eと制御装置
fで構成されて、同ケーブル巻き出し装置eのケーブル
は制御装置fに接続されている。Mは地階、Gは地上
部、Hはレール固定具である。
The present invention will be described below with reference to the illustrated embodiments. FIG. 1 is a vertical cross-sectional view showing a building A that is being constructed by installing a lifting device B for construction according to the present invention. The lifting device B is used for guiding a lifting platform to a hoistway P provided in the building A. An elevating stand b that is guided up and down by the guide rail a and a guide rail (not shown) that guides a counterweight described later are installed, and a drive unit c that drives the elevating stand b on the uppermost floor Ny.
Is composed of a wire unwinding device d that unwinds the wire w, a cable unwinding device e that supplies power and a signal line, and a control device f. The cable of the cable unwinding device e is connected to the control device f. . M is a basement, G is a ground part, and H is a rail fixture.

【0016】図2、図3、及び図4は昇降架台bの詳細
を示し、同昇降架台bは、左右の縦枠1と水平枠2と床
3からなる架台で、図3に示す如く縦枠1の側面の上部
には架台用吊上げシーブ4と、上下のガイドローラー5
と非常制動装置6が設けられている。7は昇降架台bに
設けた補強枠、8は手摺である。
2, FIG. 3, and FIG. 4 show the details of the elevating stand b, which is a stand composed of left and right vertical frames 1, horizontal frames 2 and floors 3, and as shown in FIG. On the upper part of the side surface of the frame 1, a lifting sheave 4 for the gantry and upper and lower guide rollers 5 are provided.
And an emergency braking device 6 are provided. Reference numeral 7 is a reinforcing frame provided on the lifting platform b, and 8 is a handrail.

【0017】同昇降架台bの床には架台の長辺方向に直
交して複数のレール9が敷設されており、このレールは
地上部Gの水平搬送装置のレールと平行して敷設され
て、専用台車50が直接乗り入れられるように構成され
ている。(図6参照) また、昇降架台bの床3には複数の昇降荷受台gが設置
され、同各昇降荷受台gは架台長辺方向に直交して下面
が開放したコ字形の昇降枠10を架台床から出没するよ
うに設置されており、同昇降枠10の出没は、同昇降枠
10下部に配設したスクリュー桿11と駆動モーター1
2とからなるスクリュージャッキによって行なわれる。
(図4参照)図中15はロック受、16は車輪止であ
る。
A plurality of rails 9 are laid on the floor of the elevator pedestal b orthogonally to the long side direction of the pedestal, and these rails are laid in parallel with the rails of the horizontal conveyor of the ground section G, The dedicated carriage 50 is configured so that it can be directly loaded. (See FIG. 6) In addition, a plurality of lifting load receiving pedestals g are installed on the floor 3 of the lifting pedestal b. Is installed so as to project and retract from the pedestal floor. The projecting and retracting of the elevating frame 10 is performed by screw rods 11 and drive motors 1 arranged under the elevating frame 10.
It is performed by a screw jack consisting of 2.
(See FIG. 4) In the figure, 15 is a lock receiver, and 16 is a wheel stopper.

【0018】また、図3に示す如く前記左右の縦枠1上
部に光波反射板13を設け、光波反射板13に対応して
光波距離計14を最上階Nyの下部に設けている。次に
図5を参照して本発明の昇降装置の延設方法を説明す
る。前記ワイヤーwはその一端が建築物Aの最上階Ny
に設置された駆動部cの近傍に固定され、同ワイヤー固
定端20から昇降架台bの吊り上げシーブ4と前記駆動
モーター21の駆動シーブ22を経て、さらにはカウン
ターウエート19のシーブ24を経て、最上階Nyの中
間シーブ25を介して巻き出し装置に並行してスライド
するスライドシーブ26を経て、ワイヤー巻き取りドラ
ム27に巻装されている。28は巻き取りドラム27の
駆動部である(図5(イ)参照)。
Further, as shown in FIG. 3, a light wave reflection plate 13 is provided above the left and right vertical frames 1, and a light wave distance meter 14 corresponding to the light wave reflection plate 13 is provided below the uppermost floor Ny. Next, with reference to FIG. 5, a method of extending the lifting device of the present invention will be described. One end of the wire w is the top floor Ny of the building A
Is fixed in the vicinity of the drive section c installed in the above, from the wire fixed end 20 through the hoisting sheave 4 of the lifting platform b, the drive sheave 22 of the drive motor 21, and further through the sheave 24 of the counterweight 19, It is wound on a wire winding drum 27 via a slide sheave 26 that slides in parallel with the unwinding device via an intermediate sheave 25 on the floor Ny. 28 is a drive unit for the winding drum 27 (see FIG. 5A).

【0019】次に昇降する揚程の延設は、前記巻き出し
装置に全揚程分のワイヤーが巻装されたワイヤー巻き取
りドラム27を駆動して1層階分のワイヤーを巻き出す
ことによって行なわれ、さらに、電源と信号線を供給す
るケーブルyをケーブル巻き出し装置eによって巻き出
して延設され、建築物の最上階Nyが上昇する度に前記
の操作をすることによって、昇降架台bの揚程値を最上
階Nyの上昇値に即応せしめる。(図5(ロ)参照) 次に、図6を参照して本発明の建設用の昇降装置Bを用
いた構築方法について説明する。
The extension of the lifting height to be raised and lowered next is carried out by driving the wire winding drum 27 in which the wire for the entire lifting height is wound around the unwinding device and unwinding the wire for one layer. Further, the cable y for supplying the power and the signal line is unrolled and extended by the cable unwinding device e, and the above operation is performed every time the uppermost floor Ny of the building rises, whereby the lift of the elevating stand b is lifted. The value is immediately adapted to the rising value of the top floor Ny. (See FIG. 5B) Next, a construction method using the elevating device B for construction of the present invention will be described with reference to FIG.

【0020】本実施例においては既にN1階からN5階
は構築されており、建築物Aの内部に昇降装置Bが設置
されて地上部には水平搬送装置Cが設置されている。こ
の建築物の構築は、塔屋を含む最上階からなる上昇階N
Fを地上で組立て、同上昇階NFの下部に配設した天井
走行レール30にトラバサー31が懸装され、同トラバ
サー31に走行自在に組立装置Dが懸装されている。
In this embodiment, the N1 to N5 floors have already been constructed, the elevator B is installed inside the building A, and the horizontal transfer device C is installed on the ground. This building is constructed on the upper floor N, which consists of the top floor including the tower
F is assembled on the ground, and a traverser 31 is suspended on an overhead traveling rail 30 arranged below the ascending floor NF, and an assembly device D is suspended on the traverser 31 so as to travel freely.

【0021】上昇階NFのジャッキアップは、上昇階N
Fに設置されているジャッキ柱Kを操作して1層階分を
ジャッキアップすることによって上昇階NFの下部に作
業空間Nxを形成する。しかるのち、作業階に相当する
前記作業空間Nxに躯体を構成する柱40、梁41、床
42及び外壁43等の建築資材を搬送する。前記建築資
材の搬送に当っては地上部Gを天井走行クレーンEで建
築資材を取り込み水平搬送装置Cのレールを自動走行す
る部材搬送専用台車50に移載し、そのまま昇降装置の
昇降架台bのレール9に移乗せしめロック受16とに固
定し、同昇降架台bを前記作業空間Nxまで上昇させて
組立装置Dに移載し、所定の取り付け位置に搬送して組
立るものである。
The jack up of the ascending floor NF is carried out by ascending floor N
A working space Nx is formed in the lower part of the ascending floor NF by operating the jack pillar K installed in F to jack up one floor. Then, the building materials such as the pillars 40, the beams 41, the floor 42, and the outer wall 43, which form the frame, are transported to the working space Nx corresponding to the working floor. In transporting the building material, the above-ground part G is taken in by the overhead traveling crane E and transferred to the member transporting dolly 50 that automatically travels on the rail of the horizontal transporting device C, and is directly transferred to the lifting platform b of the lifting device. The rail 9 is transferred to the rail 9 and fixed to the lock receiver 16, and the lifting platform b is raised to the working space Nx, transferred to the assembly device D, and transported to a predetermined mounting position for assembly.

【0022】前記昇降架台bから組立装置Dに建築資材
を移載する際、前記昇降架台bの昇降荷受台gにおける
駆動モーター12を介してスクリュー桿11を操作し、
昇降枠10をジャッキアップして前記部材搬送専用台車
50から梁41を浮かして、組立装置Dによって同梁4
1を掴持することができる。(図8参照) 前記操作は制御装置fにより、建築部材の水平搬送と垂
直搬送と組立装置への移載まで自動的に行ない、光波距
離計測計14は昇降架台bの高さを計測してその停止位
置を正確に計測し、制御装置fの指令により昇降架台b
を指定された高さに停止せしめるものである。
When the building material is transferred from the lifting platform b to the assembling apparatus D, the screw rod 11 is operated via the drive motor 12 in the lifting platform g of the lifting platform b,
The elevating frame 10 is jacked up, the beam 41 is floated from the member transporting dolly 50, and the beam 4 is moved by the assembling apparatus D.
You can grab one. (Refer to FIG. 8) The above-mentioned operation is automatically performed by the control device f to horizontally and vertically convey building members and transfer them to the assembling device, and the lightwave distance meter 14 measures the height of the elevating stand b. The stop position is accurately measured, and the elevator b
It will stop at the specified height.

【0023】[0023]

【発明の効果】本発明は前記したように、高層の建築物
を構築する際、建物の最上階を先行して構築し、同最上
階を上昇させて最上階下部に下階を構築して順次上方に
構築する構築方法において、前記最上階を上昇してその
下部に作業空間を形成した作業階に、地上部から建築部
材を供給する垂直搬送装置においては、2基のカウンタ
ーウエートを含む駆動部により長尺かつ相当な重量物の
建築資材を他の水平搬送装置と連動して短時間に積み込
み、水平・垂直の搬送を全自動で遂行することによって
迅速かつ安全に搬送する。
As described above, according to the present invention, when constructing a high-rise building, the uppermost floor of the building is constructed first, the uppermost floor is elevated, and the lower floor is constructed under the uppermost floor. In a construction method of sequentially constructing upwards, in a vertical transfer device for supplying a building member from the above-ground part to a working floor in which a working space is formed by raising the uppermost floor, a drive including two counterweights. The long and considerably heavy construction materials are loaded in a short time in conjunction with other horizontal transportation devices by the department, and the horizontal and vertical transportation is carried out fully automatically to transport them quickly and safely.

【0024】また、最上階の上昇に伴いワイヤー巻き出
し装置から巻き上げワイヤーを巻き出し、ケーブル巻き
出し装置からケーブルを巻き出すことによって昇降架台
の揚程が伸延し、作業階への資材搬送が可能になる。請
求項2の発明によれば、昇降架台を昇降する駆動部を、
昇降架台左右の吊り上げ用シーブに対応して設置するこ
とによりカウンターウエートがそれぞれに吊下されるの
で、昇降架台に載荷された荷重との釣り合がとれるの
で、重量物も容易に搬送できる。
Further, as the uppermost floor rises, the winding wire is unwound from the wire unwinding device, and the cable is unwound from the cable unwinding device, whereby the lift of the elevating platform is extended and the material can be transported to the working floor. Become. According to the invention of claim 2, the drive unit for raising and lowering the elevator base is
By installing the counterweights corresponding to the hoisting sheaves on the left and right of the lifting platform, the counterweights are hung respectively, so that it is possible to balance with the load loaded on the lifting platform, so that heavy objects can be easily transported.

【0025】請求項3の発明によれば、昇降架台の床に
長方形の長辺方向に直交して複数のレールが敷設されて
いるので、地上部に設置された水平搬送装置の専用台車
が建築資材を載せたまま昇降架台に移乗し、レール際に
設けたロック受によって専用台車が固定されることによ
って水平・垂直搬送が自動化され、省力化と作業効率の
向上が図られる。
According to the third aspect of the present invention, since a plurality of rails are laid on the floor of the elevating platform orthogonally to the long side direction of the rectangle, a dedicated carrier for the horizontal conveyor installed on the ground is constructed. The material is transferred to an elevating platform, and a lock trolley provided on the rail fixes the special cart to automate horizontal and vertical transportation, which saves labor and improves work efficiency.

【0026】請求項4の発明によれば、昇降架台におけ
る長方形の床の長辺方向に直交して設けた複数の昇降荷
受台は、専用台車に載荷された建築資材が所定の搬送位
置に搬送された後、次の組立装置へと移載される場合
に、荷渡をする高さ調整が行なわれ、荷取りが円滑に行
なわれる。請求項5の発明によれば、昇降架台の高さを
計測する光波距離計測計を設けたことにより、昇降架台
の昇降に伴う昇降架台の高さを正確に計測し、停止床に
おける停止位置誤差を無くし、他の搬送装置との連結精
度を高める。
According to the fourth aspect of the present invention, the plurality of hoisting and receiving pedestals provided orthogonally to the long side direction of the rectangular floor of the hoisting and hoisting platform conveys the building material loaded on the dedicated carriage to a predetermined carrying position. Then, when it is transferred to the next assembling apparatus, the height adjustment for unloading is performed, and the unloading is smoothly performed. According to the invention of claim 5, by providing the lightwave distance measuring device for measuring the height of the lifting platform, the height of the lifting platform can be accurately measured as the lifting platform moves up and down, and the stop position error in the stopped floor can be measured. To improve the connection accuracy with other transport devices.

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

【図1】本発明に係る建設用の昇降装置の一実施例の概
要を説明する縦断面図である。
FIG. 1 is a vertical cross-sectional view for explaining the outline of an embodiment of a lifting device for construction according to the present invention.

【図2】昇降架台の長辺方向の側面図で、左半分は図4
の矢視ハ図、右半分は図4の矢視ニ図である。
FIG. 2 is a side view in the long side direction of the elevating mount, the left half of which is shown in FIG.
Of FIG. 4, and the right half is a view of FIG.

【図3】昇降架台の短辺方向の側面図である。FIG. 3 is a side view in the short side direction of the lifting mount.

【図4】昇降架台の平面図で、左半分は図2の矢視イ
図、右半分は図2の矢視ロ図である。
FIG. 4 is a plan view of the elevating mount, where the left half is a view as viewed in the direction of arrow A in FIG. 2 and the right half is a view as viewed in the direction of arrow B in FIG.

【図5】昇降装置の揚程を伸延する説明図で(イ)は伸
延前(ロ)は伸延後の状態を示す縦断面図である。
FIG. 5 is an explanatory view for extending the lift of the lifting device, (a) is a longitudinal sectional view showing a state before extension and (b) a state after extension.

【図6】(イ)は本発明の昇降装置を適用した建築物の
縦断面図、(ロ)は他の搬送装置を適用した建築物の部
分縦断面図である。
FIG. 6A is a vertical sectional view of a building to which the lifting device of the present invention is applied, and FIG. 6B is a partial vertical sectional view of a building to which another transport device is applied.

【図7】本発明の昇降装置を建築物に使用して建築資材
の搬送状態を示す昇降架台の長辺方向の側面図である。
FIG. 7 is a side view in the long side direction of the elevating / lowering platform showing a conveying state of building materials by using the elevating device of the present invention for a building.

【図8】本発明の昇降装置を建築物に使用して建築資材
の搬送状態を示す昇降架台の短辺方向の側面図、図7の
矢視ホ−ホ図である。
FIG. 8 is a side view in the short side direction of the lifting platform showing a transportation state of building materials by using the lifting device of the present invention for a building, and a view from the arrow in FIG.

【符号の説明】[Explanation of symbols]

A 建築物 B 昇降装置 C 水平搬送装置 D 組立装置 E 天井走行クレーン G 地上部 H ガイドレール固定具 K ジャッキ柱 M 地階 Nx 作業空間 Ny 最上階 NF 上昇階 N1,N2,N3,N4,N5 階 P 建築物の昇降路 a ガイドレール b 昇降架台 c 駆動部 d ワイヤー巻き出し装置 e ケーブル巻き出し装置 f 制御装置 g 昇降荷受台 w ワイヤー y ケーブル 1 昇降架台の縦枠 2 昇降架台の水平枠 3 床 4 吊上げシーブ 5 ガイドローラ 6 非常制動装置 7 補強枠 8 手摺 9 レール 10 昇降枠 11 スクリュー桿 12 駆動モーター 13 光波反射板 14 光波距離計 19 カウンターウエート 20 ワイヤー固定端 21 駆動モーター 22 駆動シーブ 24 カウンターウエートのシーブ 25 最上階の中間シーブ 26 スライドシーブ 27 ワイヤー巻き取りドラム 28 巻き取りドラムの駆動部 30 天井走行レール 31 ドラバサー 40 柱 41 梁 42 床 43 外壁 50 専用台車 A Building B Lifting device C Horizontal transfer device D Assembly device E Overhead traveling crane G Ground part H Guide rail fixture K Jack pillar M Basement Nx Working space Ny Top floor NF Ascending floor N1, N2, N3, N4, N5 Floor P Building hoistway a Guide rail b Lifting platform c Drive unit d Wire unwinding device e Cable unwinding device f Control device g Lifting / loading platform w Wire y cable 1 Vertical frame of lifting platform 2 Horizontal frame of lifting platform 3 Floor 4 Lifting sheave 5 Guide roller 6 Emergency braking device 7 Reinforcement frame 8 Handrail 9 Rail 10 Lifting frame 11 Screw rod 12 Drive motor 13 Light wave reflection plate 14 Lightwave distance meter 19 Counterweight 20 Wire fixed end 21 Drive motor 22 Drive sheave 24 Counterweight Sheave 25 Middle sheave on the top floor 26 Slide Over Bed 27 driver 30 of the wire winding drum 28 winding drum overhead traveling rail 31 Dorabasa 40 Column 41 beam 42 floor 43 the outer wall 50 only carriage

───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉武 亮二 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 加藤 将夫 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 森島 靖人 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 高崎 信博 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 横山 泰雄 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Ryoji Yoshitake 4-6-15 Sendagaya, Shibuya-ku, Tokyo Stock company Fujita (72) Inventor Masao Kato 4-6-15 Sendagaya, Shibuya-ku, Tokyo Inside the company Fujita (72) Inventor Yasuhito Morishima 4-6-15 Sendagaya, Shibuya-ku, Tokyo Shares inside the company Fujita (72) Nobuhiro Takasaki 4-6-15 Sendagaya, Shibuya-ku, Tokyo Shares Fujita (72) Inventor Yasuo Yokoyama 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 建築物の最上階を上昇させて同最上階下
部に下階を構築する作業空間を形成し、同作業空間に地
上部から建築部材を供給する搬送装置において、建築物
内の昇降路に2本のガイドレールと同ガイドレールに昇
降自在に装架された長方形の昇降架台を設置し、前記建
築物の最上階に前記昇降架台を駆動する駆動部と、同建
築物の最上階の上昇に伴う巻上げワイヤーの巻き出し装
置と、昇降架台に配設された電源と各信号を送るケーブ
ルの巻き出し装置と、前記駆動部と巻き出し装置とのワ
イヤーに懸架されたカウンターウエートと、前記昇降架
台を自動制御する自動制御装置とによって構成されてな
ることを特徴とする建設用の昇降装置。
1. A transfer device for raising a top floor of a building to form a work space for constructing a lower floor at a lower part of the top floor, and supplying a building member to the work space from a ground portion, In the hoistway, two guide rails and a rectangular hoisting platform that is vertically mounted on the guide rails are installed, and a driving unit that drives the hoisting platform on the uppermost floor of the building, and a top of the building. A winding wire unwinding device according to the rise of the floor, a power unwinding device arranged on the lifting platform and a cable unwinding device for sending each signal, and a counterweight suspended on the wire between the drive unit and the unwinding device. A lifting device for construction, comprising: an automatic control device that automatically controls the lifting platform.
【請求項2】 駆動部は昇降架台左右の吊り上げ用シー
ブに対応して2台設置されている請求項1記載の建設用
の昇降装置。
2. The elevating device for construction according to claim 1, wherein two drive units are installed corresponding to the lifting sheaves on the left and right of the elevating platform.
【請求項3】 昇降架台の床に長方形の長辺方向に直交
して複数のレールを敷設し、レール際に台車を固定する
ロック受を設けた請求項1記載の建設用の昇降装置。
3. The elevating device for construction according to claim 1, wherein a plurality of rails are laid on the floor of the elevating platform perpendicular to the long side direction of the rectangle, and a lock receiver for fixing the bogie is provided at the rail.
【請求項4】 昇降架台の床に長方形の長辺方向に直交
して複数の昇降荷受台を設けた請求項1記載の建設用の
昇降装置。
4. The elevating device for construction according to claim 1, wherein a plurality of elevating and lowering pedestals are provided on the floor of the elevating and lowering platform so as to be orthogonal to the long side direction of the rectangle.
【請求項5】 昇降架台に同架台の高さを計測する光波
距離計測計を設けた請求項1記載の建設用の昇降装置。
5. The elevating apparatus for construction according to claim 1, wherein the elevating stand is provided with a lightwave distance meter for measuring the height of the same stand.
JP14757095A 1995-06-14 1995-06-14 Elevator device for construction Pending JPH08338136A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14757095A JPH08338136A (en) 1995-06-14 1995-06-14 Elevator device for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14757095A JPH08338136A (en) 1995-06-14 1995-06-14 Elevator device for construction

Publications (1)

Publication Number Publication Date
JPH08338136A true JPH08338136A (en) 1996-12-24

Family

ID=15433351

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14757095A Pending JPH08338136A (en) 1995-06-14 1995-06-14 Elevator device for construction

Country Status (1)

Country Link
JP (1) JPH08338136A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106813653A (en) * 2017-03-10 2017-06-09 山西省第三建筑工程公司 The outer bay window of arcuate building exterior wall embraces frame post actinobacillus device and line-putting method
CN107288354A (en) * 2016-04-01 2017-10-24 中国二冶集团有限公司 A kind of construction method of straddle truck integral shift
CN112653354A (en) * 2021-01-26 2021-04-13 潍坊智汇贻成科技创新有限公司 Automatic transportation method for express goods in building construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107288354A (en) * 2016-04-01 2017-10-24 中国二冶集团有限公司 A kind of construction method of straddle truck integral shift
CN106813653A (en) * 2017-03-10 2017-06-09 山西省第三建筑工程公司 The outer bay window of arcuate building exterior wall embraces frame post actinobacillus device and line-putting method
CN106813653B (en) * 2017-03-10 2023-03-03 山西省第三建筑工程公司 Arc building outer wall outer convex window frame holding column paying-off device and paying-off method
CN112653354A (en) * 2021-01-26 2021-04-13 潍坊智汇贻成科技创新有限公司 Automatic transportation method for express goods in building construction

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