JPH0718252B2 - Construction work platform for frame construction - Google Patents
Construction work platform for frame constructionInfo
- Publication number
- JPH0718252B2 JPH0718252B2 JP14837291A JP14837291A JPH0718252B2 JP H0718252 B2 JPH0718252 B2 JP H0718252B2 JP 14837291 A JP14837291 A JP 14837291A JP 14837291 A JP14837291 A JP 14837291A JP H0718252 B2 JPH0718252 B2 JP H0718252B2
- Authority
- JP
- Japan
- Prior art keywords
- work platform
- frame
- column
- work
- pillar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title description 21
- 238000000034 method Methods 0.000 claims description 9
- 238000009432 framing Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【0001】[0001]
【産業上の利用分野】この発明は予め製作された部材を
現場で組み立てて鉄骨造やプレキャストコンクリート造
等の架構を構成する、架構構築用架設作業台に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an erection work platform for constructing a framing structure in which prefabricated members are assembled on site to construct a framing structure such as a steel frame structure or a precast concrete structure.
【0002】[0002]
【発明が解決しようとする課題】鉄骨製の柱・梁部材
や、プレキャストコンクリート製の柱・梁部材を現場で
組み立てて架構を構築する方法は通常、図10に示すよう
に建物の外周,または構築済みの梁若しくはスラブ上に
設置される揚重機により柱・梁部材を吊り上げ、組み立
て用足場の無い状態で柱・梁を組み立て、接合する、と
いう要領で行われる。The method of constructing a frame by assembling steel-made pillar / beam members or precast concrete pillar / beam members on-site usually builds the outer circumference of the building, as shown in FIG. This is done by hoisting the pillar / beam member by a lifting machine installed on the constructed beam or slab, and assembling and joining the pillar / beam without a scaffold for assembly.
【0003】この方法では揚重機としてアーム起伏式タ
ワークレーン、アーム水平式タワークレーンが用いられ
るが、揚重半径の大きなクレーンを用いることにより使
用台数を少なくしている。この結果、クレーンは大型と
なり、重量も大きくなり、その荷重を支持するために図
示するようにフレーム内にブレースを入れる等、柱・梁
を補強しなければならず、コストの上昇につながってい
る。In this method, an arm hoisting tower crane and an arm horizontal tower crane are used as hoisting machines, but the number of units used is reduced by using a crane having a large hoisting radius. As a result, the crane becomes large in size and heavy in weight, and it is necessary to reinforce the columns and beams, such as putting braces in the frame to support the load, which leads to an increase in cost. .
【0004】また柱・梁の組み立てが完了するまではこ
れに足場を取り付けることができないため、柱・梁の組
立作業は足場が不在の状態で行われ、これは作業者が直
接柱に登ったり、梁上を歩行する等、非常に危険な作業
となっており、このことは深刻な作業者不足を招いてい
る。Further, since the scaffold cannot be attached to the pillar / beam until the assembling of the pillar / beam is completed, the work of assembling the pillar / beam is carried out in the absence of the scaffold. , It is very dangerous work such as walking on the beam, which causes a serious shortage of workers.
【0005】加えて柱・梁の架構の構築時は屋根が架設
できないため、雨天時は上記作業を濡れた鉄骨上で行う
ことになり、危険度が増すため作業は中止せざるを得な
い。In addition, since the roof cannot be erected when constructing the frame structure of columns and beams, the above-mentioned work is carried out on a wet steel frame in case of rain, and the work is forced to be stopped because the degree of danger increases.
【0006】そこで、当出願人はこのような従来方法の
課題を解消するため、予め製作された部材を現場で組み
立てて鉄骨造やプレキャストコンクリート造等の架構を
構築する構築方法を開発し、すでに出願もした。Therefore, in order to solve the problems of the conventional method, the present applicant has developed a construction method for assembling prefabricated members on site to construct a frame structure such as a steel frame structure or a precast concrete structure. I also applied.
【0007】この発明は構築済みの架構を受けにして上
昇移動可能に構成された作業架台を使用し、予め製作さ
れた部材を現場で組み立てて鉄骨造やプレキャストコン
クリート造等の架構を構築する方法であるが、作業架台
は上昇移動はできるものの、水平移動が全くできないも
のであるため、一台あたりの作業範囲には自ずと限界が
あり、必ずしも作業効率は良いものではなかった。The present invention is a method of constructing a frame structure such as a steel frame structure or a precast concrete structure by assembling prefabricated members on site using a work platform configured to be movable up and down in response to a frame structure already constructed. However, since the work platform can move upward, but it cannot move horizontally, the work range per unit is naturally limited, and work efficiency is not always good.
【0008】このため、建物の規模が大きくなるにした
がって何台もの作業台を使用する必要があり、その組み
立て及び施工後の解体撤去の作業が大変なものであっ
た。Therefore, as the scale of the building becomes larger, it is necessary to use a number of work benches, and the work of disassembling and removing the work pieces after assembling the work pieces is difficult.
【0009】この発明はこのような実情を踏まえ、先の
出願にかかる構築方法を改良・発展させたもので、架構
組立のコストを低減するだけでなく、全天候で施工可能
とし、工期の短縮化を図ると同時に、安全性を高めた方
法を新たに提案し、併せて施工の自動化や省力化までも
可能にした架構構築用架設作業台を提供することを目的
とするものである。In view of such circumstances, the present invention is an improvement and development of the construction method according to the previous application, which not only reduces the frame assembly cost but also enables construction in all weathers and shortens the construction period. At the same time, the purpose of the present invention is to propose a new method with improved safety, and to provide an erection workbench for frame construction that also enables automation of construction and labor saving.
【0010】[0010]
【課題を解決するための手段】前記課題を解決するため
にこの発明にかかる架構構築用架設作業台は、平面的に
架構の最小の単位を構成する4本の柱の内側に位置する
支柱と、この支柱の中間部間に架設される作業台と、支
柱の頂部間に架設される屋根若しくは作業台と、構築済
みの下階の梁上を滑走しうる車輪と、前記作業台、屋根
または支柱から懸垂される揚重機とからなり、かつ、前
記支柱は下階側の梁に支持される固定柱と、この固定柱
の下端部に接続され、固定柱に対して伸縮自在な柱脚と
からなり、前記車輪は前記柱脚の下端部及び当該柱脚下
端に架設された繋ぎ梁に取り付けられている。In order to solve the above-mentioned problems, a erection work platform for frame construction according to the present invention comprises a support column located inside four columns constituting a minimum unit of the frame in plan view. , A work platform installed between the middle parts of the columns, a roof or a work platform installed between the tops of the columns, a wheel that can slide on a beam on a lower floor already constructed, and the work platform, the roof, or And a fixed column supported by a beam on the lower floor, and a column base that is connected to the lower end of the fixed column and is expandable and contractable with respect to the fixed column. The wheel is attached to a lower end portion of the column base and a connecting beam installed on the lower end of the column base.
【0011】[0011]
【実施例】以下この発明を図示する一実施例に基づいて
説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to an illustrated embodiment.
【0012】この発明の架構構築用架設作業台(以下単
に架設作業台Aという)は、鉄骨材やプPC材などから
なる既製の柱Cと梁Bとからなる架構を構築するために
使用されるもので、組み立て作業用の作業台1と、これ
を支持する支柱2と、これらに付属する揚重機3及び作
業台1の上を覆う屋根4等から構成されている。The erection work platform for frame construction of the present invention (hereinafter simply referred to as erection work platform A) is used for constructing a frame composed of ready-made columns C and beams B made of steel aggregate or PC material. It is composed of a work table 1 for assembling work, a column 2 supporting the work table, a lifting machine 3 attached to these, a roof 4 covering the work table 1, and the like.
【0013】支柱2は基本的に図2に示すように、構築
しようとする架構の最小の単位を構成する4本の柱C,
Cの内側に位置し、作業台1はこの最小単位の床面積若
しくは作業上必要な平面積を有し、また、揚重機3は作
業台1から懸垂して設置されている。なお、揚重機3は
作業の円滑化のためモノレール式に平面内を自由に移動
自在とされる。As shown in FIG. 2, the column 2 is basically composed of four columns C, which form the minimum unit of the frame to be constructed.
Located inside C, the workbench 1 has a floor area of this minimum unit or a flat area necessary for work, and the lifting machine 3 is suspended from the workbench 1. The hoisting machine 3 is freely movable in a plane in a monorail manner for smooth work.
【0014】また、支柱2は図3に示すように固定柱2a
と、この固定柱2aの下端部に軸方向に伸縮自在に接続さ
れた柱脚2bとから構成されている。Further, the support column 2 is a fixed column 2a as shown in FIG.
And a column base 2b connected to the lower end of the fixed column 2a so as to be capable of expanding and contracting in the axial direction.
【0015】固定柱2aの下端部には、支持脚2c,2c が梁
B側の一方向乃至二方向に張り出して突設されている。At the lower end of the fixed column 2a, support legs 2c, 2c are provided so as to project in one or two directions on the beam B side.
【0016】支持脚2c,2c は固定柱2aの側面部より自由
に突出したり、引っ込む構造になっていて、作業架台A
の昇降の際及び横移動の際に、柱Cや梁Bに衝突しない
ようになっている。このように構成された支持脚2c,2c
は、作業架台Aを上階に移動させる目的で柱脚2bを固定
柱2a内に格納する際に、作業架台Aの荷重を梁B,Bに
一時的に支持させるためのものである( 図3,4 参照) 。The support legs 2c, 2c are structured so as to freely project or retract from the side surface of the fixed column 2a.
The column C and the beam B are prevented from colliding with each other during the up and down movement and the lateral movement. Support legs 2c, 2c configured in this way
Is for temporarily supporting the load of the work platform A on the beams B and B when the column base 2b is stored in the fixed column 2a for the purpose of moving the work platform A to the upper floor (Fig. (See 3, 4).
【0017】柱脚2b,2b の下端部には、繋ぎ梁6が架設
され、繋ぎ梁6には架設済の梁B、Bの上を自由に滑走
可能な複数個の車輪7,7 が梁ぎ梁6の長手方向に一定間
隔おきに取り付けられている。At the lower end of the column bases 2b, 2b, a connecting beam 6 is erected, and the connecting beam 6 is provided with a plurality of wheels 7, 7 which can freely slide on the already installed beams B, B. They are attached at regular intervals in the longitudinal direction of the beam 6.
【0018】車輪7,7 は、支持脚2cと同様に作業架台A
を横に移動させるとき及び上に移動させるとき、架設済
の柱C及び梁Bに衝突しないように柱脚2bの側面部にお
いて、自由に突出したり、引っ込む構造になっている
(図5,6 参照) 。The wheels 7 and 7 are mounted on the work platform A in the same manner as the support legs 2c.
When it is moved laterally or upward, the side surface of the column base 2b does not collide with the erected column C and the beam B, so that it can freely project or retract (FIGS. 5 and 6). See).
【0019】このような構成において、作業架台Aを上
に移動するとき、すなわち柱脚2bを固定柱2aの中に格納
する時、作業架台Aの荷重は固定柱2aの支持脚2cによっ
て梁Bに伝達され、支持される。In such a structure, when the work platform A is moved upward, that is, when the column base 2b is stored in the fixed column 2a, the load of the work platform A is applied to the beam B by the support leg 2c of the fixed column 2a. Transmitted to and supported by.
【0020】なお、柱脚2bは柱部材及び梁部材の架設
時、固定柱2a内に格納されており、1層分の架構の架設
が終了した後に、伸長して固定柱2a及び作業台1を上昇
させ、固定柱2aの固定後に収縮して格納される。The column base 2b is housed in the fixed column 2a when the column member and the beam member are erected. After the erection of the frame for one layer is completed, the column pedestal 2b is extended and fixed. Is raised, and the fixed column 2a is fixed and then contracted and stored.
【0021】屋根4は作業台1の四隅から支柱2の固定
柱2aに連続する固定柱2aに支持される。また、屋根4は
作業台1より大きい平面積を持ち、図示するように周囲
は作業台1より張り出している。The roof 4 is supported by fixed columns 2a which are continuous with the fixed columns 2a of the column 2 from the four corners of the workbench 1. Further, the roof 4 has a plane area larger than that of the workbench 1, and the periphery thereof projects from the workbench 1 as illustrated.
【0022】なお、この屋根4の葺き材に光を透過する
素材を使用することにより作業台1上の環境を高め、作
業性の向上を図ることができる。By using a light-transmitting material for the roofing material of the roof 4, the environment on the workbench 1 can be enhanced and workability can be improved.
【0023】揚重機3は作業台2に加えて屋根4からも
懸垂され、またこの支柱2の外周側には主に柱部材,ま
たは梁部材を揚重させるリフト5が取り付けられる。The hoisting machine 3 is suspended from the roof 4 in addition to the workbench 2, and a lift 5 for hoisting mainly column members or beam members is attached to the outer peripheral side of the pillar 2.
【0024】この揚重機3は柱・梁の部材取り付けだけ
でなく外装のカ−テンウォ−ル等の取り付けにも使用さ
れる。The hoisting machine 3 is used not only for mounting pillar / beam members, but also for mounting an exterior curtain wall or the like.
【0025】実施例では図3,4 に示すように作業台1に
これから水平に張り出し、リフト5の下方に位置する可
動足場1aを出入り自在に収納し、作業性の向上を図って
いる。In the embodiment, as shown in FIGS. 3 and 4, the work platform 1 is extended horizontally, and the movable scaffold 1a located below the lift 5 is housed so that it can be freely moved in and out to improve workability.
【0026】このような構成において、次に架構の構築
工法について説明する。Next, a construction method of the frame having such a structure will be described.
【0027】まず、架設が完了した階の上階側の梁Bの
位置まで作業台1を上昇移動させた後、図1の左側の工
程に示すように下階側の梁B,Bに固定柱2a,2a を支持
脚2c,2cによって固定することより作業架台Aを梁B,
Bに支持させるとともに、車輪7を回らないようにロッ
クし、また、柱脚2b,2b を固定柱2a,2a の中に格納す
る。First, the workbench 1 is moved up to the position of the beam B on the upper floor of the floor where the installation is completed, and then fixed to the beams B and B on the lower floor as shown in the process on the left side of FIG. By fixing the columns 2a, 2a by the support legs 2c, 2c, the work platform A is fixed to the beam B,
The wheel base 7 is supported, the wheel 7 is locked so as not to rotate, and the column bases 2b, 2b are stored in the fixed columns 2a, 2a.
【0028】この状態で、作業台1や屋根4から懸垂し
た揚重機3とリフト5を用いて柱部材や梁部材を吊り上
げ、その架設,接続を行う。この間、作業台1の下部の
揚重機3により下階の床スラブの施工を行う。In this state, the column member and the beam member are hoisted using the hoisting machine 3 and the lift 5 suspended from the workbench 1 and the roof 4, and the erection and connection are performed. During this period, the floor slab on the lower floor is constructed by the lifting machine 3 below the workbench 1.
【0029】作業台1の届く範囲の施工が全て終了した
ら、次に、作業架台Aが動けるように支持脚2c,2cの固
定及び車輪7,7 のロックを一時解除して、車輪7,7 に架
設作業台Aを支持させる。なお、かかる状態では、架設
作業台Aの全加重が車輪7,7にかかるため、確実に支持
できるように車輪7,7 は片側に少なくとも4個ずつ取り
付けるものとする。When the construction within the reach of the workbench 1 is completed, next, the fixing of the support legs 2c, 2c and the lock of the wheels 7, 7 are temporarily released so that the work platform A can move, and the wheels 7, 7 are moved. Support the erection work table A. In this state, since the total weight of the erection work table A is applied to the wheels 7 and 7, at least four wheels 7 and 7 are mounted on one side so that they can be reliably supported.
【0030】そして、架設作業台Aを梁B、Bの上を滑
走させて次の作業区画に横移動させ、再び梁B,Bに固
定柱2aを支持脚2c,2cによって固定して作業架台Aを梁
B,Bに支持させる。なお、作業を安全に行うには架設
作業台Aを支持脚2c,2cによって梁B,Bに完全に固定
した状態で行うのが望ましいが、簡単な作業の場合は、
あえて固定しないで車輪7,7に支持させたままで行うこ
ともできる。Then, the erection work table A is slid on the beams B and B to laterally move to the next work section, and the fixed columns 2a are again fixed to the beams B and B by the support legs 2c and 2c. A is supported by beams B and B. In order to perform the work safely, it is desirable that the erection worktable A is completely fixed to the beams B and B by the support legs 2c and 2c, but in the case of simple work,
It is also possible to carry out with the wheels 7 and 7 supported without fixing them.
【0031】同一階、すなわち、架設作業台Aの設置階
の構築が全て終了したら、車輪7,7を回転しないように
ロックする。そして、図1中央の工程に示すように、柱
脚2b,2b を伸長させて作業台1と固定柱2aを1層分だけ
上昇移動させ、続いて、固定柱2a,2a から支持脚2c,2C
を上階の梁B,Bの上に張り出し、これを上階の梁Bに
固定することにより架設作業台Aを上階の梁B,Bに支
持させる。続いて、図1の右側の工程に示すように柱脚
2bを固定柱2aの中に格納する。また、車輪7,7を上階の
梁B,Bの上に張り出させる。When the construction on the same floor, that is, the floor on which the erection work table A is installed is completed, the wheels 7 and 7 are locked so as not to rotate. Then, as shown in the step in the center of FIG. 1, the column bases 2b, 2b are extended to move the workbench 1 and the fixed column 2a upward by one layer, and subsequently, the fixed columns 2a, 2a to the support legs 2c, 2C
Overhangs the beams B, B on the upper floor, and by fixing this to the beams B on the upper floor, the erection work table A is supported by the beams B, B on the upper floor. Then, as shown in the process on the right side of FIG.
2b is stored in the fixed column 2a. In addition, the wheels 7 and 7 are projected on the beams B and B on the upper floor.
【0032】以下、同様にして架設作業台Aを横方向及
上方向に移動しつつ架構の組み立てを行う。Thereafter, similarly, the frame work is assembled while moving the erection work table A laterally and upwardly.
【0033】図7、図8および図9は、この発明にかか
る架設作業台Aの他の実施例を示したもので、支柱2,2
の頂部間に屋根4を設置する代わりに、屋根を兼ねた作
業台8を設置し、この作業台8の上に揚重機9などの目
的に応じた種々の建設機械が設置されている。その他の
構成は先の実施例と略同じである。FIG. 7, FIG. 8 and FIG. 9 show another embodiment of the erection work table A according to the present invention.
Instead of installing the roof 4 between the tops of the two, a workbench 8 also serving as a roof is installed, and various construction machines such as a lifting machine 9 are installed on the workbench 8 according to the purpose. The other structure is almost the same as that of the previous embodiment.
【0034】この架設作業台Aを使用すれば、作業台8
とこの下側の作業台1の上下二個所で作業を進めること
ができるため、作業性は大幅に向上する。また、天井下
や支柱2に設置される揚重機は不要になるため、頭上の
安全性が図れる。If this erection workbench A is used, the workbench 8
Since work can be carried out at two places above and below the work table 1 on the lower side, workability is greatly improved. In addition, since a lifting machine installed under the ceiling or on the pillar 2 is not required, overhead safety can be achieved.
【0035】[0035]
【発明の効果】この発明は以上の通りであり、架設作業
台は架構の最小単位毎に設置されるため1台の重量は軽
量であり、自身の上昇には大きな力を要さず、柱部材や
梁部材の揚重は作業台に接近して行えるため架台に付属
する揚重機は比較的低能力で済む。このため従来のよう
な大型のタワークレーンは不要で、架構の補強をせずに
済むためコストの低減が図れることになる。The present invention is as described above. Since the erection workbench is installed for each minimum unit of the frame, the weight of one pedestal is light, and it does not require a large force to raise itself, and the pillar Since the lifting of members and beam members can be performed close to the workbench, the lifting machine attached to the gantry has a relatively low capacity. For this reason, a large tower crane as in the past is not necessary, and it is not necessary to reinforce the frame, so that the cost can be reduced.
【0036】また柱部材や梁部材の架設作業は全て作業
に必要な面積を持つ作業台上で行われるため安全性が高
く、その面積を利用してボルト締めや溶接用のロボット
が設置できるため施工の自動化が可能であり、その結
果、省力化を図ることが可能となる。Further, since the work of constructing the pillar members and the beam members is all performed on the work table having an area necessary for the work, the safety is high, and the robot for bolting and welding can be installed by using this area. It is possible to automate the construction, and as a result, it is possible to save labor.
【0037】また、架設作業台は支柱の伸縮する構造に
よって上昇移動するだけでなく、車輪が取り付けられて
いることによって前後・左右と横移動もできるため、一
台当たりの施工可能な範囲は極めて広く、したがって建
物の規模に応じて、できるだけ少ない台数の架設作業台
を使ってきわめて効率よく構築作業を進めることができ
コストダウンが図れる。Further, since the erection work table can be moved up and down due to the structure in which the struts expand and contract, it can also be moved back and forth, left and right and laterally because the wheels are attached, so the workable range per unit is extremely high. Therefore, the construction work can be carried out very efficiently by using a small number of erection work benches according to the size of the building, and the cost can be reduced.
【0038】更に作業架台の屋根の存在により天候の影
響を受けずに作業を遂行できるため、工期の短縮化を図
れると同時に、雨天による作業者の休止がなくなり、施
工の効率化が実現されることになる。Further, since the work platform roof allows the work to be carried out without being affected by the weather, the construction period can be shortened, and at the same time, the worker is not stopped due to the rain and the construction efficiency can be improved. It will be.
【図1】この発明の施工要領を示した立面図である。FIG. 1 is an elevational view showing a construction procedure of the present invention.
【図2】この発明の施工要領を示した平面図である。FIG. 2 is a plan view showing a construction procedure of the present invention.
【図3】この発明の架設作業台を示した側面図である。FIG. 3 is a side view showing the erection work table of the present invention.
【図4】この本発明の架設作業台を示した側面図であ
る。FIG. 4 is a side view showing the erection work table of the present invention.
【図5】この発明の架設作業台の一部拡大平面図であ
る。FIG. 5 is a partially enlarged plan view of the erection work table of the present invention.
【図6】この発明の架設作業台の車輪の取付部の拡大縦
断面図である。FIG. 6 is an enlarged vertical sectional view of a mounting portion of a wheel of the erection work table of the present invention.
【図7】この発明の他の架設作業台を示した図9におけ
るaーa線立面図である。FIG. 7 is an aa line elevation view in FIG. 9 showing another erection workbench of the present invention.
【図8】この発明の他の架設作業台を示した図9におけ
るbーb線立面図である。FIG. 8 is an elevational view taken along line bb in FIG. 9 showing another erection workbench of the present invention.
【図9】この発明の他の架設作業台を示した平面図であ
る。FIG. 9 is a plan view showing another erection workbench of the present invention.
【図10】架構構築工法の従来例を示す側面図である。FIG. 10 is a side view showing a conventional example of a frame construction method.
A……作業架台、1……作業台、1a……可動足場、1b…
可動足場、2……支柱、2a……固定柱、2b……柱脚、2c
……支持脚、3……揚重機、4……屋根、5……リフ
ト、6…繋ぎ梁、7…車輪、8…作業台、C……柱、B
……梁。A ... Work platform, 1 ... Work platform, 1a ... Movable scaffolding, 1b ...
Movable scaffolding, 2 ... pillars, 2a ... fixed pillars, 2b ... pillar bases, 2c
...... Supporting legs, 3 ... Hoisting machine, 4 ... Roof, 5 ... Lift, 6 ... Connecting beam, 7 ... Wheels, 8 ... Work platform, C ... Pillar, B
…… Liang.
Claims (1)
へ組み立てる架構の構築方法に使用される架構構築用架
設作業台において、平面的に架構の最小の単位を構成す
る4本の柱の内側に位置する支柱と、この支柱の中間部
間に架設される作業台と、支柱の頂部間に架設される屋
根若しくは作業台と、構築済みの下階の梁上を滑走しう
る車輪と、前記作業台、屋根または支柱から懸垂される
揚重機とからなり、かつ、前記支柱は下階側の梁に支持
される固定柱と、この固定柱の下端部に接続され、固定
柱に対して伸縮自在な柱脚とからなり、前記車輪は前記
柱脚の下端部及び当該柱脚下端に架設された繋ぎ梁に取
り付けてあることを特徴とする架構構築用架設作業台。1. A framing work platform for constructing a frame used in a method of constructing a frame comprising a column and a beam in an upper layer and a direction between beams, and four columns constituting a minimum unit of the frame in plan view. A pillar located inside of the pillar, a work platform installed between the middle parts of the pillar, a roof or a work platform installed between the tops of the pillars, and wheels that can slide on the beams on the lower floor already constructed. , A work platform, a roof or a lifting machine suspended from a pillar, and the pillar is connected to a fixed column supported by a beam on the lower floor and a lower end of the fixed column, with respect to the fixed column. An erection worktable for constructing a frame, wherein the wheel is attached to a lower end portion of the column base and a connecting beam erected on the lower end of the column base.
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14837291A JPH0718252B2 (en) | 1991-02-01 | 1991-06-20 | Construction work platform for frame construction |
AU83881/91A AU651616B2 (en) | 1990-10-08 | 1991-09-13 | Process for constructing frame and erection |
US07/772,707 US5327690A (en) | 1990-10-08 | 1991-10-07 | Erection workbench for constructing a frame |
DE69111018T DE69111018T2 (en) | 1990-10-08 | 1991-10-08 | Working platform and manufacturing process. |
EP91309228A EP0480683B1 (en) | 1990-10-08 | 1991-10-08 | Erection workbench and construction process |
US08/209,296 US5371993A (en) | 1990-06-20 | 1994-03-10 | Frame construction method |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1196091 | 1991-02-01 | ||
JP3-11960 | 1991-02-01 | ||
JP14837291A JPH0718252B2 (en) | 1991-02-01 | 1991-06-20 | Construction work platform for frame construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04297665A JPH04297665A (en) | 1992-10-21 |
JPH0718252B2 true JPH0718252B2 (en) | 1995-03-01 |
Family
ID=33542727
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14837291A Expired - Lifetime JPH0718252B2 (en) | 1990-06-20 | 1991-06-20 | Construction work platform for frame construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0718252B2 (en) |
-
1991
- 1991-06-20 JP JP14837291A patent/JPH0718252B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH04297665A (en) | 1992-10-21 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19950912 |