JPH04297665A - Erection-working base for construction of structure - Google Patents
Erection-working base for construction of structureInfo
- Publication number
- JPH04297665A JPH04297665A JP14837291A JP14837291A JPH04297665A JP H04297665 A JPH04297665 A JP H04297665A JP 14837291 A JP14837291 A JP 14837291A JP 14837291 A JP14837291 A JP 14837291A JP H04297665 A JPH04297665 A JP H04297665A
- Authority
- JP
- Japan
- Prior art keywords
- workbench
- construction
- frame
- column
- beams
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
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 workbench for constructing a frame such as a steel frame structure or a precast concrete structure by assembling prefabricated members on site.
【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。[Problems to be Solved by the Invention] The method of constructing a frame by assembling steel column/beam members or precast concrete column/beam members on-site is usually carried out on the outer periphery of a building, or as shown in Figure 10. It is carried out by lifting the column and beam members using a lifting machine installed on the already constructed beam or slab, and assembling and joining the columns and beams without scaffolding 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。[0003] In this method, an arm hoisting tower crane or a horizontal arm tower crane is used as a lifting machine, but the number of cranes used is reduced by using a crane with a large lifting radius. As a result, cranes have become larger and heavier, and in order to support the load, columns and beams must be reinforced, such as by inserting braces into the frame as shown in the diagram, leading to increased costs. .
【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。[0004]Furthermore, since scaffolding cannot be attached to pillars and beams until the assembly is completed, the assembly work of pillars and beams is carried out without scaffolding, which means that workers cannot directly climb onto the pillars. The work involved walking on beams is extremely dangerous, leading to 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。[0005] Additionally, since the roof cannot be erected when constructing the column-beam frame, the above-mentioned work must be done on a wet steel frame in rainy weather, which increases the level of danger and has to stop the work.
【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。[0006] Therefore, in order to solve the problems of the conventional methods, the present applicant has developed a construction method in which prefabricated members are assembled on site to construct frames such as steel structures and precast concrete structures. 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。[0007] This invention is a method for 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 able to move upwardly while receiving an already constructed frame. However, although the work platform can move upward, it cannot move horizontally at all, so there is a natural limit to the work range of each work platform, and the work efficiency is not necessarily 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
。[0008] For this reason, as the scale of the building increases, it becomes necessary to use a number of workbenches, and the work of assembling them and dismantling them after construction 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。[0009] In view of these circumstances, this invention improves and develops the construction method related to the previous application, and not only reduces the cost of assembling the frame, but also enables construction in all weather conditions, shortening the construction period. At the same time, the purpose of this project is to propose a new method with improved safety and to provide an erection workbench for frame construction that makes it possible to automate construction and save labor.
【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。[Means for Solving the Problems] In order to solve the above-mentioned problems, an erection workbench for constructing a frame according to the present invention is provided with support columns located inside four columns constituting the smallest unit of the frame in plan view. , a workbench installed between the intermediate parts of the supports, a roof or workbench installed between the tops of the supports, wheels that can slide on the beams of the lower floor that has been constructed, and the workbench, roof or A lifting machine suspended from a column, and the column has a fixed column supported by a beam on the lower floor side, a column base connected to the lower end of the fixed column and extendable with respect to the fixed column. The wheels are attached to the lower end of the column pedestal and to a connecting beam constructed at the lower end of the column pedestal.
【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。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on 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。[0012] The construction workbench for constructing a frame (hereinafter simply referred to as construction workbench A) of the present invention is used to construct a frame consisting of ready-made columns C and beams B made of steel frames, PC materials, etc. It consists of a workbench 1 for assembly work, a support column 2 that supports it, a lifting machine 3 attached thereto, a roof 4 that covers the workbench 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。The pillars 2 are basically four pillars C, which constitute the smallest unit of the frame to be constructed, as shown in FIG.
The workbench 1 is located inside the workbench 1 and has a floor area of this minimum unit or a plane area necessary for the work, and the lifting machine 3 is installed suspended from the workbench 1. It should be noted that the lifting machine 3 can be freely moved within a plane in a monorail manner to facilitate the work.
【0014】また、支柱2は図3に示すように固定柱2
a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。[0014] Furthermore, as shown in FIG.
a, and a column base 2b which is extendably connected to the lower end of the fixed column 2a in the axial direction.
【0015】固定柱2aの下端部には、支持脚2c,2
c 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 are support legs 2c, 2.
c is provided to protrude from the beam B side in one or two directions.
【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 to freely protrude or retract from the side surface of the fixed column 2a, so that they do not collide with the column C or beam B when the work platform A is raised or lowered or moved laterally. It looks like this. The support legs 2c, 2c configured in this way are used to support the work platform A when storing the column base 2b within the fixed column 2a for the purpose of moving the work platform A to an upper floor.
This is to temporarily support the load on beams B and B (see Figures 3 and 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。A connecting beam 6 is attached to the lower end of the column bases 2b, 2b.
is erected, and a plurality of wheels 7, 7 are attached to the connecting beam 6 at regular intervals in the longitudinal direction of the connecting beam 6, which can freely slide on the already erected beams B, B.
【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) 。Similar to the support legs 2c, the wheels 7, 7 are used when moving the work platform A laterally and upwards.
The side surface of the column base 2b is designed to freely protrude and retract to avoid colliding with the already-erected columns C and beams B (see Figures 5 and 6).
【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2
cによって梁Bに伝達され、支持される。In such a configuration, when moving the work platform A upward, that is, when storing the column base 2b in the fixed column 2a, the load of the work platform A is applied to the support leg 2 of the fixed column 2a.
It is transmitted to and supported by beam B by c.
【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。Note that the column base 2b is stored inside the fixed column 2a when the column members and beam members are erected, and after the construction of one layer of the frame is completed, it is extended and attached to the fixed column 2a and the workbench 1. is raised, and after the fixing column 2a is fixed, it is 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 that extend from the four corners of the workbench 1 to the fixed columns 2a of the support columns 2. Further, the roof 4 has a larger planar area than the workbench 1, and its periphery extends beyond the workbench 1 as shown in the figure.
【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。[0022] By using a material that transmits light for the roof 4, the environment on the workbench 1 can be improved and work efficiency 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 lifting machine 3 is suspended not only from the workbench 2 but also from the roof 4, and a lift 5 is attached to the outer circumferential side of the support 2 for lifting mainly pillar members or beam members.
【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。This lifting machine 3 is used not only for attaching members to columns and beams, but also for attaching exterior curtain walls and 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 this embodiment, as shown in FIGS. 3 and 4, a movable scaffold 1a, which extends horizontally from the workbench 1 and is located below the lift 5, is housed in a manner that can be moved in and out, thereby improving work efficiency.
【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。[0026] Next, the construction method of the frame in such a configuration will be explained.
【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 work platform 1 is moved up to the position of the beam B on the upper floor of the floor where construction has been completed, and then fixed to the beams B on the lower floor as shown in the process on the left side of FIG. Pillars 2a, 2a
By fixing the column bases 2b, 2b with the support legs 2c, 2c, the work platform A is supported by the beams B, B, and the wheels 7 are locked so that they do not rotate.
, 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 members and beam members are lifted using the lifting machine 3 and the lift 5 suspended from the workbench 1 and the roof 4, and the pillar members and beam members are erected and connected. During this time, the floor slab on the lower floor is constructed using the lifting machine 3 located at the bottom of 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 all the work within the reach of the work platform 1 has been completed, support legs 2c, 2c are installed so that the work platform A can move.
and temporarily unlock the wheels 7, 7, and allow the wheels 7, 7 to support the erection workbench A. In this state, the entire weight of the construction platform A is applied to the wheels 7, 7, so at least four wheels 7, 7 should be installed on each side to ensure reliable support.
【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 construction workbench A is slid on the beams B, B and laterally moved to the next work section, and the fixing column 2a is fixed to the beams B, B again with the support legs 2c, 2c, and the workbench is assembled. A is supported by beams B and B. In addition, in order to carry out the work safely, it is desirable to perform the work with the erection work platform A completely fixed to the beams B, B by the support legs 2c, 2c, but in the case of simple work, do not intentionally fix the work platform A to the beams B, B, but if the work is simple, do not fix it. , 7 can also be used.
【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 of the same floor, that is, the floor where the construction workbench A is installed, is completed, the wheels 7, 7 are locked so that they do not rotate. Then, as shown in the process in the center of Figure 1,
The column bases 2b, 2b are extended to move the workbench 1 and the fixed column 2a up by one layer, and then the fixed columns 2a, 2a are moved upward by one layer.
The support legs 2c, 2C are extended over the beams B, B on the upper floor and are fixed to the beam B on the upper floor, so that the construction workbench A is supported by the beams B, B on the upper floor. Subsequently, as shown in the step on the right side of FIG. 1, the column base 2b is stored in the fixed column 2a. Moreover, the wheels 7, 7 are made to project over the beams B, 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, the frame is assembled in the same manner while moving the construction workbench 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。FIGS. 7, 8 and 9 show other embodiments of the construction workbench A according to the present invention, in which support columns 2,
Instead of installing a roof 4 between the tops of the roofs 2 and 2, a workbench 8 that also serves as a roof is installed, and various construction machines such as a lifting machine 9 are installed on this workbench 8 depending on the purpose. The other configurations are substantially the same as those in 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 construction workbench A is used, the workbench 8
Since work can be carried out at two locations above and below the workbench 1 on the lower side, work efficiency is greatly improved. Further, since a lifting machine installed under the ceiling or on the support column 2 is not required, overhead safety can be ensured.
【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。Effects of the Invention The present invention is as described above, and since the erection workbench is installed for each minimum unit of the structure, the weight of each workbench is light, and it does not require a large force to lift itself up. Since the members and beam members can be lifted close to the workbench, the lifting equipment attached to the pedestal requires relatively low capacity. Therefore, there is no need for a large tower crane like in the past, and there is no need to reinforce the frame, resulting in cost reduction.
【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。[0036] In addition, all construction work for column and beam members is carried out on a workbench with the necessary area for the work, so safety is high, and this area can be used to install robots for bolting and welding. It is possible to automate 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。[0037] In addition, the construction work platform can not only move up and down due to the structure of the struts expanding and contracting, but also move horizontally, front and back, and from side to side due to the wheels attached, so the range of work that can be done by each platform is extremely wide. It is wide, and therefore, depending on the scale of the building, construction work can be carried out extremely efficiently using as few construction workbenches as possible, and costs 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。Furthermore, the presence of the roof of the work platform allows work to be carried out without being affected by the weather, thereby shortening the construction period and eliminating worker downtime due to rain, making construction more efficient. It turns out.
【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 the 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 the 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 construction workbench 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 construction workbench 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 construction workbench 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 longitudinal cross-sectional view of the wheel mounting portion of the construction workbench according to 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 elevational view taken along line aa in FIG. 9, showing another construction 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 construction 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 construction workbench according to 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、1
b…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 scaffold, 1
b...Movable scaffolding, 2...Column, 2a...Fixed column, 2b...
Column base, 2c... Support leg, 3... Lifting machine, 4... Roof, 5
...Lift, 6...Connection beam, 7...Wheel, 8...Workbench, C...
...Column, B...Beam.
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。Claim 1: An erection workbench used for constructing a frame, which is used in a frame construction method for assembling a frame consisting of columns and beams in the upper layer and in the direction between the beams, in which four columns constitute the smallest unit of the frame in plan view. A pillar located inside the pillar, a work platform constructed between the middle parts of the pillar, a roof or work platform constructed between the tops of the pillars, and wheels that can slide on the beams of the lower floor that has already been constructed. , a lifting machine suspended from the workbench, the roof, or a support; 1. A construction workbench for constructing a frame, comprising a column base that is extendable and retractable, and the wheels are attached to a lower end of the column base and a connecting beam installed at 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 true JPH04297665A (en) | 1992-10-21 |
JPH0718252B2 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 |
---|---|
JPH0718252B2 (en) | 1995-03-01 |
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Legal Events
Date | Code | Title | Description |
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A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19950912 |