JPH08326323A - Constructing device for multistoried building - Google Patents
Constructing device for multistoried buildingInfo
- Publication number
- JPH08326323A JPH08326323A JP13811395A JP13811395A JPH08326323A JP H08326323 A JPH08326323 A JP H08326323A JP 13811395 A JP13811395 A JP 13811395A JP 13811395 A JP13811395 A JP 13811395A JP H08326323 A JPH08326323 A JP H08326323A
- Authority
- JP
- Japan
- Prior art keywords
- floor
- building
- constructed
- pillar
- ascending
- 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
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、高層建築物を建設する
建設装置に関し、特に構築する建築物の最上階をジャッ
キアップして構築する建設工法において、建設資材の搬
送や取付け作業を全自動により行なう建設装置に係るも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction device for constructing a high-rise building, and in particular, in a construction method of constructing by jacking up the uppermost floor of a building to be constructed, the transportation and installation work of construction materials are fully automatic. The present invention relates to a construction device.
【０００２】[0002]
【従来の技術】従来、建築物の最上階をジャッキアップ
して構築する構築工法においては、例えば、構築する建
築物の下層階の躯体上に仮支柱を立設し、同仮支柱の上
部に建物の最上階となる柱、梁、屋根が構築された屋根
構造体と、前記仮支柱を、下層階を反力として上昇する
リフトアップ装置と、架構フレームに天井走行レールを
設け水平搬送するトロリーホイストを設置し、さらに、
垂直搬送装置を備えた施工装置からなり、リフトアップ
装置に連動した仮支柱により支持された屋根構造体を上
昇して垂直搬送装置より地上から建築部材の供給を受け
て天井走行レールを走行するトロリーホイストにより取
付け位置まで搬送して、その下階の躯体を組立て、順次
上方に構築するものである。2. Description of the Related Art Conventionally, in a construction method of constructing by jacking up the top floor of a building, for example, a temporary strut is erected on the frame of the lower floor of the building to be constructed, and the temporary strut is placed above the temporary strut. A roof structure in which pillars, beams, and a roof that are the top floor of the building are built, a lift-up device that raises the temporary columns by using the lower floor as a reaction force, and a trolley that horizontally conveys by installing an overhead traveling rail on a frame frame. Install a hoist, and
A trolley that consists of a construction device equipped with a vertical transfer device, raises the roof structure supported by temporary columns that interlock with a lift-up device, and receives building materials from the ground from the vertical transfer device and travels on an overhead traveling rail. The hoist conveys the material to the installation position, assembles the lower-level skeletons, and builds them sequentially upward.
【０００３】[0003]
【発明が解決しようとする課題】天候に左右されること
なく、労働環境の向上、自動化を目的とした全天候型に
よる建築物の構築方法としては、最上階を先行して構築
し下方から上方に構築する建物の構築装置によって行な
われ、前記した従来方法の他に、最上階の屋根、あるい
は上方の構造物を上昇させる手段として本設の柱に油圧
ジャッキ等によるジャッキ装置を設けて昇降するもの
や、屋根と仮設の昇降装置とを連結して行なうものがあ
り、それぞれの特徴を生かして全天候型による建物を構
築しているが、構築に伴う建築資材の垂直水平搬送に当
っては、前記したように、先行して構築された最上階の
屋根、あるいは上方の構造物の下方の天井を走行する天
井走行クレーンによって建物の外部あるいは内部の昇降
路より特別な治具や台付けワイヤーを用いて建築部材に
直接玉掛けして建築部材を吊下げて所定の位置に垂直、
水平に搬送し、取付られているがこのような搬送、取付
け装置においては、次のような問題がある。As a method of constructing an all-weather building for the purpose of improving the working environment and automation without being influenced by the weather, the top floor is constructed first and the construction is performed from the bottom to the top. Performed by a construction device of a building to be constructed, and in addition to the above-mentioned conventional method, a jack device such as a hydraulic jack is provided on a main pillar as a means for raising a roof on the uppermost floor or an upper structure to move up and down. There are also those that connect the roof and the temporary lifting device, and make use of their respective features to build an all-weather building. As described above, special jigs or jigs can be installed from the hoistway outside or inside the building by the roof on the top floor constructed in advance, or the overhead traveling crane traveling on the ceiling below the upper structure. Attached suspended from the building element and subjected directly ball in building member using a wire perpendicular to the predetermined position,
Although it is transported and mounted horizontally, such a transport and mounting device has the following problems.
【０００４】台付けワイヤーを用いて建築部材に直接玉
掛けして建築部材を吊下げて垂直、水平に搬送する搬送
においては、台付けワイヤーを建築部材に掛けたり、外
す作業を入力で行なうため省力化が出来ない。また、ク
レーン（トロリーと電動巻上機）により、治具への脱着
や台付けワイヤーを用いての玉掛けは吊位置が不案内で
取付位置が正確に計測されず自動化に適さない。[0004] In transportation in which a building wire is slung directly onto a building member using a mounting wire and the building member is vertically and horizontally transported, the work of hanging the mounting wire on or off the building member is performed by inputting, which saves labor. I can't make it. In addition, the crane (trolley and electric hoist) is not suitable for automation because the hanging position is not guided and the mounting position is not accurately measured when attaching and detaching to a jig or using a mounting wire.
【０００５】さらには建築部材の垂直搬送と水平搬送の
相異る搬送作業を同一の搬送装置によって行なうため、
建築部材の搬送、取付けまで相当の時間を要し、建築物
が高層化するに伴ってさらに多くの時間を要する。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、最上階の建築物を構
築し、ジャッキアップしながら下階を順次構築する建設
工法において、構築される全工程において建築部材の搬
送、取付を自動化し、危険な高所作業をなくし全天候型
の構築工法による労働環境の向上と、工期短縮による経
済性に優れた高層建築物の建設装置を提供する点にあ
る。Further, since different conveying operations of vertical conveying and horizontal conveying of building members are performed by the same conveying device,
It takes a considerable amount of time to transport and install building members, and more time is required as the building becomes higher in height. The present invention is proposed in view of the problems of the above-described conventional technology, and its purpose is to construct a building on the top floor, and in a construction method for sequentially constructing lower floors while jacking up, Automates the transportation and installation of building materials in all the processes to be built, eliminates dangerous work at high places, improves the working environment by the all-weather construction method, and shortens the construction period to provide a highly economical construction equipment for high-rise buildings. It is in the point of providing.
【０００６】[0006]
【課題を解決するための手段】前記の目的を達成するた
めに本提案に係る高層建築物の建設装置は、構築すべき
建築物の最上階に一階層分を伸縮するジャッキ柱を下階
の柱に立設し、同ジャッキ柱に最上階と屋根からなる上
昇階を構築し、同上昇階下部の天井部に走行レールを配
設し、同走行レールに走行自在に懸装された複数の組立
装置と、前記上昇階を上昇しながら構築される毎に昇降
路が伸延し前記組立装置に建築部材を供給する垂直搬送
装置と、地上部に設置された軌道上を走行し、建築部材
を搬送する台車を具えた水平搬送装置と、前記各装置を
自動制御する制御装置とから構成されている。[Means for Solving the Problems] In order to achieve the above-mentioned object, a construction apparatus for a high-rise building according to the present proposal is provided with a jack pillar which expands and contracts by one floor on the uppermost floor of the building to be constructed. It is erected on a pillar, and a rising floor consisting of the top floor and a roof is built on the jack pillar, and a traveling rail is arranged on the ceiling below the rising floor. An assembling device, a vertical conveying device that extends a hoistway every time it is built while climbing the ascending floor and supplies building members to the assembling device, and travels on a track installed on the ground to It is composed of a horizontal transfer device having a carriage for transfer and a control device for automatically controlling each of the devices.
【０００７】請求項２の発明によれば、前記複数の組立
装置においては、上昇階下部の天井に配設される走行レ
ールは複数のレーンからなり、前記レーン間をトラバー
サーによって移動するように構成されている。請求項３
の発明によれば、前記組立装置は柱取付け機構と、大梁
取付け機構と、小梁取付け機構を具備している。According to the second aspect of the present invention, in the plurality of assembling apparatuses, the traveling rail disposed on the ceiling of the lower floor of the ascending floor is composed of a plurality of lanes, and the traveling rails are moved between the lanes. Has been done. Claim 3
According to the invention, the assembling apparatus includes a column mounting mechanism, a girder mounting mechanism, and a girder mounting mechanism.
【０００８】請求項４の発明によれば、前記水平搬送装
置において、地上部に複数の搬送レーンを敷設し垂直搬
送装置と連絡され、同搬送レーンを走行する台車は、柱
部材を搬送し建起す柱建起台車と、梁部材を搬送する梁
搬送台車から構成されている。さらに請求項５の発明に
よれば前記建築物における上昇階は全天候に対応するよ
う屋根部を形成し、外周には外壁部材の垂直搬送と外壁
引込み装置が具備されている。According to the fourth aspect of the present invention, in the horizontal transfer device, a plurality of transfer lanes are laid on the ground portion and are connected to the vertical transfer device, and the trolley that travels on the transfer lane transfers the pillar members and is constructed. It is composed of a raised pillar erection vehicle and a beam transportation vehicle that transports the beam member. Further, according to the invention of claim 5, the ascending floor of the building forms a roof portion so as to cope with all weather conditions, and the outer periphery is provided with a vertical transfer of outer wall members and an outer wall retraction device.
【０００９】[0009]
【作用】本発明に係る高層建築物の建設装置は前記のよ
うに構成されているので、建築物の最上階をジャッキア
ップして構築する構築工法においては、構築すべき建築
物の最上階に一階層分を伸縮するジャッキ柱を下階の柱
に立設し、前記ジャッキ柱に最上階と屋根からなる上昇
階を構築し、前記最上階下部の天井部に走行レーンを設
置し、前記走行レーンに走行自在に懸装された複数の組
立て装置は、前記ジャッキ柱を１階層ジャッキアップし
て上昇階と下階との間に１階層の作業空間が形成され
て、地上部に設置されて軌道を走行自在して建築部材を
搬送する台車による水平搬送装置によって荷捌き場から
台車に建築部材を移載して搬送し、建築部材を積載した
前記台車を垂直搬送装置に直接移乗し、昇降路を同垂直
搬送装置により昇降して組立て装置に移送し、同組立て
装置は各建築部材を受取って所定の位置に自動制御装置
によって自動搬送する。Since the construction device for a high-rise building according to the present invention is configured as described above, in the construction method of jacking up the uppermost floor of the building, the uppermost floor of the building to be constructed is A jack pillar that expands and contracts for one floor is erected on a pillar on the lower floor, an upper floor consisting of a top floor and a roof is constructed on the jack pillar, and a traveling lane is installed in the ceiling portion at the lower part of the top floor, and the traveling is performed. A plurality of assembling devices suspended movably in the lane are installed on the ground portion by jacking up the jack pillar by one level to form a working space of one level between the ascending floor and the lower floor. A horizontal transport device with a truck that freely travels on tracks and transports building members transfers and transports building members from the loading and unloading yard to the dolly, and directly transfers the dolly on which the building members are loaded onto a vertical transport device, and then ascends and descends. Raises and lowers the road by the same vertical transfer device Transferred to the assembly device Te, the same assembling apparatus for automatically conveyed by an automatic control device to a predetermined position receives the respective building member.
【００１０】かくして１階層の組立が完了する毎に垂直
搬送装置のレールは上方に継ぎ足し、巻き上げ索条を伸
延して前記の作業を繰り返すことにより順次各階を構築
する。請求項２の発明によれば、前記複数の組立装置
は、上昇階下部の天井部に配設される走行レールにおい
ては複数のレーンが配設されているから、前記レーン間
をトラバーサーによって移動することができるので構築
される平面範囲に組立装置が移動でき、各建築部材の供
給を受けて各階躯体が構築される。Thus, each time the assembly of one layer is completed, the rails of the vertical conveyor are added upward, the hoisting ropes are extended, and the above-mentioned work is repeated to successively construct each floor. According to the invention of claim 2, since the plurality of assembling devices are provided with the plurality of lanes in the traveling rail arranged in the ceiling portion of the lower floor of the ascending floor, the plurality of assembling devices are moved between the lanes by the traverser. Therefore, the assembling apparatus can be moved to the plane area to be constructed, and each building is constructed by receiving each building member.
【００１１】請求項３の発明によれば、前記組立装置に
は柱取付け機構と、大梁取付け機構と、小梁取付け機構
とを具備しているので、各作業工程にあわせて柱の取付
・大梁の取付・小梁の取付作業ができる。請求項４の発
明によれば、前記水平搬送装置において、地上階に複数
の搬送レーンを敷設し、垂直搬送装置と連絡され、同搬
送レーンを走行する台車は、作業工程に合せて柱建起台
車は柱部材を搬送し、梁部材を搬送する梁搬送台車は大
梁・小梁部材を水平に搬送し、同台車と前記垂直搬送装
置とが連絡されているため各台車は垂直搬送装置に直接
移乗できる。According to the third aspect of the present invention, the assembling apparatus is provided with the column mounting mechanism, the girder mounting mechanism, and the girder mounting mechanism. Can be used for mounting and beam mounting. According to the invention of claim 4, in the horizontal transfer device, a plurality of transfer lanes are laid on the ground floor, communicated with the vertical transfer device, and the trolley that travels on the transfer lane is a pillar erected according to a work process. The carriage conveys the pillar members, and the beam conveyance carriage which conveys the beam members horizontally conveys the girder / small beam members.Because the carriage and the vertical conveyor are connected, each carriage is connected to the vertical conveyor. You can transfer directly.
【００１２】請求項５の発明によれば、上昇階は屋根部
を形成しているため風雨、直射日光を防ぎ全天候に対応
し作業が計画的に行なわれるとともに作業環境が向上
し、また、上昇階外周の外壁部材の垂直搬送は外壁部材
を地上より吊り上げて所定の位置に搬送して取り付けら
れ、外壁引込み装置には外壁部材が先付されて全工程が
完了後、同装置によって建物に外壁部材が建築物の外壁
部に取り付けられる。According to the fifth aspect of the present invention, since the ascending floor forms the roof portion, wind and rain and direct sunlight are prevented, work is carried out systematically in response to all weather conditions, and the work environment is improved. For the vertical transfer of outer wall members on the outer periphery of the floor, the outer wall members are lifted from the ground and transferred to a predetermined position to be installed.The outer wall members are pre-attached to the outer wall retraction device, and after the entire process is completed, the outer wall members are attached to the outer wall The member is attached to the outer wall of the building.
【００１３】[0013]
【実施例】以下、本発明の実施例について図面によって
説明する。図１は本発明の建設装置を構成する建築物の
一部を省略して示した縦断面図である。Ａは本発明の建
設装置によって建て方中の建築物で、柱部材１、梁部材
２、小梁部材２ａ、床面３、屋根４、と外壁５（外壁カ
ーテンウォール）とから構成されている。図示の、本実
施例においてはＮ1 階からＮｘ1 階まで構築されていて
Ｎｘは構築中の作業階を示す。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a vertical cross-sectional view showing a building that constitutes the construction apparatus of the present invention while omitting a part thereof. A is a building being built by the construction apparatus of the present invention, and is composed of a pillar member 1, a beam member 2, a beam member 2a, a floor surface 3, a roof 4, and an outer wall 5 (outer wall curtain wall). . Shown, Nx have been constructed from the first floor N the first floor Nx in the present embodiment illustrates the work floor in the building.
【００１４】先ず建設装置の構成を説明する。構築組立
て装置は構築すべき建築物の塔屋を含む最上階からなる
上昇階ＮＦをジャッキアップするジャッキ柱ａと、最上
階下部の天井を走行する組立て装置ｂと、地上階と前記
上昇階間に亘って昇降する垂直搬送装置ｃと、地上階に
設けられた水平搬送装置ｄと自動制御装置を収納した自
動制御室Ｐとから構成されている。なお上昇階ＮＦは塔
屋Ｎｚを含まない場合もあり、最上階のみでも構わな
い。First, the construction of the construction device will be described. The building and assembling device includes a jack pillar a for jacking up the ascending floor NF including the tower of the building to be built, an assembling device b for traveling on the ceiling under the uppermost floor, and a ground floor and the ascending floor. It is composed of a vertical transfer device c that moves up and down, a horizontal transfer device d provided on the ground floor, and an automatic control room P that houses an automatic control device. The ascending floor NF may not include the tower Nz, and may be the top floor only.
【００１５】前記各装置は夫々下記の如く設置されてい
る。前記天井走行組立装置ｂにおいては、構築すべき建
築物の塔屋Ｎｚを含む最上階Ｎｙに、一階層分を伸縮す
るジャッキ柱ａを下階の柱１０１に立設し、前記ジャッ
キ柱に最上階Ｎｙと塔屋Ｎｚからなる上昇階ＮＦを構築
し、前記最上階Ｎｙ下部の天井に夫々２条の走行レール
Ｌからなる複数のレーンＬ1 ，Ｌ2 及びＬ3を設置し、
前記走行レーンに天井組立て装置ｂが走行自在に懸装さ
れている。（図３参照） 前記天井走行組立て装置ｂは図５・６・７に示すように
走行レーンＬ2 にトラバーサー２０を介してトロリー２
２に懸装されて柱取付け機構２３と、大梁取付け機構２
４と、小梁取付け機構２５が設けられている。Each of the above-mentioned devices is installed as follows. In the ceiling traveling assembly device b, a jack pillar a that expands and contracts by one floor is erected on the pillar 101 on the lower floor on the uppermost floor Ny including the tower Nz of the building to be constructed, and the jack pillar is the uppermost floor. An ascending floor NF composed of Ny and a tower Nz is constructed, and a plurality of lanes L 1 , L 2 and L 3 each composed of two running rails L are installed on the ceiling below the uppermost floor Ny,
A ceiling assembling device b is suspended in the traveling lane so as to travel freely. (Refer to FIG. 3) The overhead traveling assembling device b is mounted on the traveling lane L 2 via the traverser 20 as shown in FIGS.
The column mounting mechanism 23 and the girder mounting mechanism 2 suspended from
4 and a beam attachment mechanism 25 are provided.
【００１６】前記垂直搬送装置ｃは地上部と上昇階との
間に亘って垂直に昇降路１０が設けられ、ガイドレール
１６に案内されて昇降する昇降架台１１と、索条の駆動
部１２とカウンターウエート１３と索条巻き出し装置１
４と電源コード巻き出し装置１５から構成されていて前
記上昇階ＮＦが上昇するのに伴って昇降路１０が伸延
し、これに伴ってガイドレール１６を継ぎ足し、索条巻
き出し装置１４から索条を巻き出し、さらに前記電源コ
ード巻き出し装置１５から電源コード、通信線を巻き出
しながら伸長するものである。In the vertical transfer device c, a hoistway 10 is provided vertically between the above-ground part and the ascending floor, and an elevating / lowering platform 11 is hoisted up and down by being guided by a guide rail 16, and a cord driving part 12. Counterweight 13 and cord unwinding device 1
4 and the power cord unwinding device 15, the hoistway 10 extends as the ascending floor NF rises, and along with this, the guide rail 16 is replenished, and the cord unwinding device 14 extends And unwinding the power cord and communication line from the power cord unwinding device 15.
【００１７】前記水平搬送装置ｄは地上階Ｇに軌道３０
が設けられ、同軌道３０と垂直搬送装置ｃの昇降架台１
１とが連絡されていて、軌道３０を走行する台車が昇降
架台１１に直接移乗するようになっている。（図４参
照） 前記台車は柱を搬送して建て起こす柱建起台車３１と梁
搬送台車３２とより構成されている。The horizontal transfer device d has a track 30 on the ground floor G.
Is provided, and the orbit 30 and the lifting platform 1 of the vertical transfer device c
1 is in contact with each other, and the carriage traveling on the track 30 is directly transferred to the lift platform 11. (Refer to FIG. 4) The dolly is composed of a pillar erection trolley 31 and a beam transport trolley 32 for transporting and erection of columns.
【００１８】外壁引込み装置は、最上階の屋上にスライ
ドする水平梁４０を外壁部より跳ね出し、その先端に垂
直に仮支柱４１を垂設し、同仮支柱４１に上昇階を含む
上層階の外壁部材５（外装カーテンウォール）を所定の
位置に取り付けている。また、前記したように順次構築
される下階の外壁部材５は前記水平梁４０に設けた電動
チェーンブロック４２によって地上部から吊り上げられ
て、外壁引き込み装置ｅによって所定の位置に取り付け
られる。In the outer wall retractor, a horizontal beam 40 that slides on the rooftop of the uppermost floor is bounced from the outer wall portion, and a temporary support column 41 is vertically provided at the tip of the horizontal beam 40, and the temporary support column 41 of the upper floor including the ascending floor. The outer wall member 5 (exterior curtain wall) is attached at a predetermined position. Further, the outer wall member 5 on the lower floor, which is sequentially constructed as described above, is lifted from the ground portion by the electric chain block 42 provided on the horizontal beam 40, and is attached to a predetermined position by the outer wall retraction device e.
【００１９】かくして全工程が完了した後、前記水平梁
４０をスライドさせて、建物壁面に外壁部材５を取り付
ける。図中４４は前記外壁引込み装置の一部に設けた仮
設階段、４５は上昇階ＮＦを含み前記外壁引込み装置を
覆う仮囲いである。次に前記のように構成された建設装
置による高層の建築物の構築工程について説明する。After all the steps are completed, the horizontal beam 40 is slid to mount the outer wall member 5 on the wall surface of the building. In the figure, 44 is a temporary staircase provided in a part of the outer wall retraction device, and 45 is a temporary enclosure that includes the ascending floor NF and covers the outer wall retraction device. Next, a process of constructing a high-rise building using the construction apparatus configured as described above will be described.
【００２０】地上部の荷捌き場に設置され、天井走行レ
ール５０、電動トロリー５１及びトロリーホイスト５２
を具えた門形クレーンｆによりトラックから荷卸して水
平搬送装置ｄの柱建起台車３１に移載し、水平搬送して
そのまま前記垂直搬送装置ｃの昇降架台１１に移乗し、
組立て階にまで搬送し、柱部材を建て起こして組立装置
ｂの柱組立機構２３によって柱を把持して所定の位置に
搬送して取り付ける。図中２３０１は把持装置である。
（図６参照）大梁部材２及び小梁部材２ａも同様に荷捌
き場から梁搬送台車３２に載架して垂直搬送装置ｃによ
り組立て階に搬送して大梁取付機構２４により所定の位
置に取付け、（図５参照）同大梁取付機構２４を収納し
て小梁取付機構２５により所定の位置に取付け、（図７
参照）床３のデッキプレート、鉄筋等を前記水平搬送装
置ｄと垂直搬送装置ｃにより荷揚げして夫々所定位置に
設置するととも配筋し、床コンクリートを打設し、外壁
部材５を取付けて１階層を構築する。The overhead traveling rail 50, the electric trolley 51, and the trolley hoist 52 are installed in the above-ground cargo handling area.
An unloader from a truck is loaded by a gate-shaped crane f equipped with the above, and is transferred to a pillar erection cart 31 of a horizontal transfer device d, horizontally transferred, and transferred to the lifting platform 11 of the vertical transfer device c as it is,
The pillar member is conveyed to the assembly floor, the pillar member is raised, and the pillar is grasped by the pillar assembling mechanism 23 of the assembling device b, conveyed to a predetermined position, and attached. Reference numeral 2301 in the drawing is a gripping device.
(See FIG. 6) Similarly, the girder member 2 and the girder member 2a are similarly placed on the beam carrier 32 from the loading and unloading area, transported to the assembly floor by the vertical transport device c, and mounted at a predetermined position by the girder mounting mechanism 24. (See FIG. 5) The same girder mounting mechanism 24 is housed and mounted at a predetermined position by the girder mounting mechanism 25 (see FIG. 7).
(Refer to Fig. 3) Deck plates, reinforcing bars, etc. of the floor 3 are unloaded by the horizontal transfer device d and the vertical transfer device c and installed at respective predetermined positions. Build a hierarchy.
【００２１】前記した各装置は各工程手順に従って自動
制御室Ｐの制御装置６０と操作装置６１により自動的に
駆動・停止の操作を行なう。前記工程により建築物の１
階層が構築されると、ジャッキ柱ａは退縮した状態から
ａ1 に示すように一斉にジャッキアップして１層階の作
業空間を形成し、しかるのち前記各ジャッキ柱ａを１本
宛退縮して前記の工程により本設の柱部材１を順次取付
け、柱部材１間に大梁部材２を取付け、大梁部材２間に
小梁部材２ａを取付け、同各梁部上に床を施工して１層
階を構築し、この作業を繰り返して高層の建築物を構築
する。Each of the above-mentioned devices is automatically driven / stopped by the control device 60 and the operating device 61 of the automatic control room P in accordance with each process procedure. 1 of building by the process
When the hierarchy is constructed, the jack post a is jacked up at once, as shown in a 1 from regression state to form a working space 1 Sokai, wherein to one addressed retraction of each jack post a later scold The pillar members 1 of the main installation are sequentially mounted by the above-mentioned steps, the girder members 2 are mounted between the pillar members 1, the girder members 2a are mounted between the girder members 2, and a floor is constructed on each beam portion 1 Build high-rise floors and repeat this process to build high-rise buildings.
【００２２】前記ジャッキ柱ａをジャッキアップする
際、前記垂直搬送装置ｃにおいてはガイドレール１６の
継接と、索条巻出し装置１４と電源コード巻き出し装置
１５を作動して１層階分の索条と電源ケーブルを巻出す
ことによって垂直搬送装置ｃが伸長される。When jacking up the jack pillar a, in the vertical transporting device c, the guide rail 16 is spliced and the cord unwinding device 14 and the power cord unwinding device 15 are operated to operate one floor. The vertical transport device c is extended by unwinding the cord and the power cable.
【００２３】[0023]
【発明の効果】本発明に係る高層建築物の建設装置は前
記したように構成されているので、構築すべき建築物の
最上階に１階層分を伸縮するジャッキ柱が下階の柱に立
設され、ジャッキ柱と最上階と屋根からなる上昇階が構
築され、前記上昇階の下部に平面的に網羅された走行レ
ーンが設けられ、同レーンを走行自在に複数の組立装置
が懸装されて、前記ジャッキ柱により１階層着分をジャ
ッキアップして下階を構築する作業空間を形成しジャッ
キ柱を操作して柱、梁、床をそれぞれ組立ることによっ
て高層の建物が構築され、水平搬送装置と同装置に連絡
された垂直搬送装置によって前記建築物の組立作業階に
建設部材を搬送するとともに、組立装置とも連動して一
連の操作を自動的に行なうことにより、取付け精度が向
上し、建設部材の搬送と取付け組立が別工程で行なうの
で作業効率が格段とよくなり建て方の工期が短縮する。Since the construction device for a high-rise building according to the present invention is constructed as described above, a jack pillar for expanding and contracting one floor is installed on the lower floor pillar on the top floor of the building to be constructed. Is installed, the ascending floor consisting of the jack pillar, the top floor and the roof is constructed, and a traveling lane that covers the plane is provided at the bottom of the ascending floor, and a plurality of assembly devices are suspended so that the lane can travel freely. Then, the above-mentioned jack pillar forms a working space for jacking up one layer of land and constructing a lower floor, and operating the jack pillar to assemble pillars, beams, and floors to build a high-rise building, The construction equipment is conveyed to the assembly work floor of the building by the conveyance equipment and the vertical conveyance equipment connected to the construction equipment, and the installation accuracy is improved by automatically performing a series of operations in conjunction with the assembly equipment. Of construction materials Work efficiency because the assembly installation and transmission is carried out in a separate process is shortened well be built the way of the construction period and significantly.
【００２４】請求項２の発明によれば、昇階下部に平面
的に網羅された複数の走行レーンが設けられ、同走行レ
ーンを走行する複数の組立装置には各工程にあわせて建
設部材が供給されて、自動制御装置からの指令によって
各レーン間をトラバーサーを介して移動し所定の取付け
位置に前記建設部材自動搬送され、作業能率が向上す
る。According to the second aspect of the present invention, a plurality of traveling lanes that are two-dimensionally covered are provided in the lower part of the ascending floor, and a plurality of assembling devices that travel along the traveling lane are provided with construction members according to each process. When supplied, the lanes are moved between the lanes via the traverser according to a command from the automatic control device, and the construction member is automatically conveyed to a predetermined mounting position, thereby improving work efficiency.
【００２５】請求項３の発明によれば、組立装置には柱
取付け機構、大梁取付け機構、小梁取付け機構、がそれ
ぞれ設けられており、各取付けの作業工程にあわせて各
部材の供給を受けて取付けをすることによって作業性が
向上されるものである。請求項４の発明によれば、水平
搬送装置は地上部に設置されて、荷捌き場から複数の搬
送レーンを利用して柱建起台車は柱を搬送し、梁搬送台
車は大梁、小梁を搬送し、その他必要な建設資材をも搬
送し、垂直搬送装置の昇降架台に台車ごと移乗するの
で、部材や資材の積換えがなく建設資材の搬送作業が省
力される。According to the invention of claim 3, the assembling apparatus is provided with a column mounting mechanism, a girder mounting mechanism, and a girder mounting mechanism, respectively, and receives the supply of each member according to the work process of each mounting. The workability can be improved by mounting it by mounting. According to the invention of claim 4, the horizontal carrier is installed on the ground, and the pillar erection carriage conveys the pillars from the loading and unloading yard using a plurality of conveyance lanes. And other necessary construction materials are also transferred and transferred to the lifting platform of the vertical transfer device together with the trolley, so that the work of transferring the construction materials can be saved without transshipment of the members and materials.
【００２６】請求項５の発明によれば、上昇階は屋根部
を形成しているため風雨、直射日光を防ぎ全天候に対応
し、天候に左右されず作業が計画的に行うことができ作
業環境が向上するとともに工期が短縮し、また、上昇階
外周の外壁部材の垂直搬送は外壁部材を地上より吊り上
げて所定の位置に搬送して取り付け、外壁引込み装置に
は外壁部材が先付されて全工程が完了後、同装置によっ
て建物に外壁部材を取り付けることにより特別な外部足
場の必要がなくなる。According to the fifth aspect of the invention, since the ascending floor forms the roof portion, it is possible to prevent wind and rain and direct sunlight, and to cope with all weather conditions. As the outer wall members on the outer circumference of the rising floor are vertically transported, the outer wall members are lifted from the ground and transported to a predetermined position for installation. After the process is completed, the device will eliminate the need for special external scaffolding by attaching external wall members to the building.
【図１】本発明に係る高層建築物の建設装置の一実施例
を示し、図４のＩ−Ｉ矢視図で、一部材建て方が行なわ
れた状態を示す縦断面図である。FIG. 1 is a vertical cross-sectional view showing an embodiment of a high-rise building construction apparatus according to the present invention and is a view taken in the direction of arrows I-I of FIG.
【図２】（イ）は図４のII−II矢視の縦断面図で、
（ロ）は図４の III−III 矢視の縦断面図である。2 (a) is a vertical sectional view taken along the line II-II of FIG.
(B) is a vertical cross-sectional view taken along the line III-III in FIG.
【図３】上昇階下部に設置された走行レーンと組立装置
の配置を示す組立作業階の平面図である。FIG. 3 is a plan view of an assembly work floor showing a layout of a traveling lane installed at a lower portion of an ascending floor and an assembly device.
【図４】地上部に設置された水平搬送装置の平面図であ
る。FIG. 4 is a plan view of a horizontal transfer device installed on the ground.
【図５】上昇階下部に設置された走行レーンと組立装置
で大梁の取付けを示す拡大縦断面図である。FIG. 5 is an enlarged vertical cross-sectional view showing the installation of a girder with a traveling lane installed at a lower part of an ascending floor and an assembling apparatus.
【図６】組立装置によって柱取付けを示す拡大縦断面図
である。FIG. 6 is an enlarged vertical cross-sectional view showing pillar mounting by the assembling apparatus.
【図７】組立装置によって小梁取付けを示す拡大縦断面
図である。FIG. 7 is an enlarged vertical cross-sectional view showing the attachment of the beam by the assembling apparatus.
Ａ 建築物 ａ ジャッキ柱 ａ1 ジャッキ柱伸縮部 ｂ 組立装置 ｃ 垂直搬送装置 ｄ 水平搬送装置 ｅ 外壁引き込み装置 ｆ 門形クレーン ｇ シャッター Ｇ 地上階 Ｌ 走行レール Ｌ1 ，Ｌ2 ，Ｌ3 走行レーン Ｐ 自動制御室 ＮＦ 上昇階 １ 柱部材 １０１ 下階の柱 ２ 大梁部材 ２ａ 小梁部材 ３ 床 ４ 屋根 ５ 外壁（外装カーテンウォール） １０ 昇降路 １１ 昇降架台 １２ 駆動モーター １２ａ 索条 １３ カウンターウエート １４ 索条巻き出し装置 １５ 電源ケーブル巻き出し装置 １６ ガイドレール ２０ トラバーサー ２２ トロリー ２３ 柱取付機構 ２３０１ 把持装置 ２４ 大梁取付機構 ２５ 小梁取付機構 ３０ 軌道 ３１ 柱建起台車 ３２ 梁搬送台車 ４０ 跳ねだし水平梁 ４１ 仮支柱 ４２ 電動チェーンブロック ４４ 仮設足場 ４５ 仮囲い ５０ 天井走行レール ５１ トロリー ５２ トロリーホイスト ６０ 制御装置 ６１ 操作装置A building a jack post a 1 jack extension part b assembly device c vertical transfer device d horizontal transfer device e outer wall retraction device f gate crane g shutter G ground floor L travel rail L 1 , L 2 , L 3 travel lane P Automatic control room NF Ascending floor 1 Pillar member 101 Lower floor pillar 2 Large beam member 2a Small beam member 3 Floor 4 Roof 5 Outer wall (exterior curtain wall) 10 Hoistway 11 Elevating platform 12 Drive motor 12a Cable 13 Counterweight 14 Cable Unwinding device 15 Power cable unwinding device 16 Guide rail 20 Traverser 22 Trolley 23 Column mounting mechanism 2301 Grasping device 24 Girder mounting mechanism 25 Cross beam mounting mechanism 30 Track 31 Column erecting trolley 32 Beam transfer trolley 40 Bouncing horizontal beam 41 Temporary Prop 42 Electric chain block 44 Temporary scaffolding 45 Temporary enclosure 50 Overhead traveling rail 51 Trolley 52 Trolley hoist 60 Control device 61 Operating device
───────────────────────────────────────────────────── 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)
伸縮するジャッキ柱を下階の柱に立設し、同ジャッキ柱
に最上階と屋根からなる上昇階を構築し、同上昇階下部
の天井部に走行レールを配設し、同走行レールに走行自
在に懸装された複数の組立装置と、前記上昇階を上昇し
ながら構築される毎に昇降路が伸延し前記組立装置に建
築部材を供給する垂直搬送装置と、地上部に設置された
軌道上を走行し、建築部材を搬送する台車を具えた水平
搬送装置と、前記各装置を自動制御する制御装置とから
なることを特徴とする高層建築物の建設装置。1. A jack pillar, which expands and contracts by one floor, is erected on a lower floor pillar on the uppermost floor of a building to be constructed, and an ascending floor consisting of the top floor and a roof is constructed on the jack pillar, and the same rises. A traveling rail is arranged on the ceiling of the lower floor, and a plurality of assembling devices suspended movably on the traveling rail, and an ascending / descending path is extended every time the ascending floor is constructed while the assembling device is constructed. A vertical transfer device for supplying building members to the above, a horizontal transfer device equipped with a trolley that travels on a track installed on the ground and transfers the building members, and a control device that automatically controls each device. High-rise building construction equipment.
井に配設される走行レールは複数のレーンからなり、前
記レーン間を移動自在に連絡するトラバーサーを具えた
請求項１記載の高層建築物の建設装置。2. The high-rise building according to claim 1, wherein in the plurality of assembling devices, a traveling rail disposed on a ceiling at a lower portion of an ascending floor comprises a plurality of lanes, and a traverser movably connecting the lanes. Building construction equipment.
付け機構と、小梁取付け機構を具備している請求項１記
載の高層建築物の建設装置。3. The construction device for a high-rise building according to claim 1, wherein the assembling device comprises a column mounting mechanism, a girder mounting mechanism, and a girder mounting mechanism.
数の搬送レーンを敷設し、垂直搬送装置と連絡され同搬
送レーンを走行する台車は、柱部材を搬送して建起す台
車と、梁部材を搬送する台車とから構成されている請求
項１記載の高層建築物の建設装置。4. In the horizontal transfer device, a trolley having a plurality of transfer lanes laid on the ground and connected to the vertical transfer device and traveling on the transfer lane includes a trolley for transferring and constructing a pillar member, and a beam member. The construction device for a high-rise building according to claim 1, wherein the construction device comprises a trolley for transporting.
し、外壁部材の垂直搬送と外壁引込み装置が具備されて
いる請求項１記載の高層建築物の建設装置。5. The apparatus for constructing a high-rise building according to claim 1, wherein the ascending floor forms a roof portion in response to all weather conditions, and is provided with a vertical transfer of outer wall members and an outer wall retraction device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13811395A JPH08326323A (en) | 1995-06-05 | 1995-06-05 | Constructing device for multistoried building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13811395A JPH08326323A (en) | 1995-06-05 | 1995-06-05 | Constructing device for multistoried building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08326323A true JPH08326323A (en) | 1996-12-10 |
Family
ID=15214266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13811395A Pending JPH08326323A (en) | 1995-06-05 | 1995-06-05 | Constructing device for multistoried building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08326323A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006348691A (en) * | 2005-06-20 | 2006-12-28 | Shimizu Corp | System for working on exterior wall part of building |
| CN102718109A (en) * | 2012-06-21 | 2012-10-10 | 厦门升通电梯有限公司 | Method for transforming construction elevator into passenger-goods elevator |
| JP2017214738A (en) * | 2016-05-31 | 2017-12-07 | 株式会社安藤・間 | Demolition system and demolition method for high-rise building |
-
1995
- 1995-06-05 JP JP13811395A patent/JPH08326323A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006348691A (en) * | 2005-06-20 | 2006-12-28 | Shimizu Corp | System for working on exterior wall part of building |
| CN102718109A (en) * | 2012-06-21 | 2012-10-10 | 厦门升通电梯有限公司 | Method for transforming construction elevator into passenger-goods elevator |
| JP2017214738A (en) * | 2016-05-31 | 2017-12-07 | 株式会社安藤・間 | Demolition system and demolition method for high-rise building |
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