JPH10131445A - Execution supporting device for curved building plate and executing method therefor - Google Patents

Execution supporting device for curved building plate and executing method therefor

Info

Publication number
JPH10131445A
JPH10131445A JP28534296A JP28534296A JPH10131445A JP H10131445 A JPH10131445 A JP H10131445A JP 28534296 A JP28534296 A JP 28534296A JP 28534296 A JP28534296 A JP 28534296A JP H10131445 A JPH10131445 A JP H10131445A
Authority
JP
Japan
Prior art keywords
curved
plate
building
support
forming machine
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
Application number
JP28534296A
Other languages
Japanese (ja)
Other versions
JP3372431B2 (en
Inventor
Masakuni Satou
勝圀 佐藤
Takayuki Nakai
孝之 中井
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.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial Co Ltd
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 Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP28534296A priority Critical patent/JP3372431B2/en
Publication of JPH10131445A publication Critical patent/JPH10131445A/en
Application granted granted Critical
Publication of JP3372431B2 publication Critical patent/JP3372431B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate the carrying of execution to a building structure upon maintaining the bent form of a curved building plate by supporting this curved building plate being delivered out of a roll forming machine at a construction site as being free of lifting motion by plural pieces of feed rollers. SOLUTION: Plural units of execution supporting devices A are locked to respective shaft members 21a consisting of metal pipes of a temporary scaffold being set up in and around a building structure, and a horizontal support member mounted with five feed rollers 3 via a wire by five winches 13 is made to be free of lifting motion along a guide rail. A coiled metal plate Pm is formed into the specified curvature by a roll forming machine B mounted on a ramp 17 capable of adjusting the inclination by means of a hydraulic mechanism, while a curved building plate to be delivered is supported by these five rollers 3, and each height of these feed rollers 3 is always adjusted, thereby maintaining the curved form intact. When the forming of this building plate is completed, it is lifted up by a crane via a long rigid hoisting accessory and installed in the specified spot of the building structure. Accordingly, the curved building plate is thus easily executable.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、長手方向に湾曲し
た長尺の建築用板を所望の曲率半径を有する湾曲を維持
しつつ、建築構造物の所望の位置に設置させることがで
きる湾曲状建築用板の施工支持装置及びその施工方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a curved building plate which can be installed at a desired position on a building structure while maintaining a long building plate curved in a longitudinal direction with a desired radius of curvature. The present invention relates to an apparatus for supporting construction of a building plate and a construction method thereof.

【0002】[0002]

【従来の技術】近年、種々の曲率半径の異なる円弧状面
或いは球面が集合した屋根,壁等を有する大型の建築構
造物が施工されている(図14参照)。このような外囲
体は、複数の長尺の建築用板を母屋,胴縁等の構造材に
配置固着するものであるが、その建築用板は、左右対称
の略双曲線ではない、湾曲状としたものであり、その外
囲体の形状により、それぞれの位置に配置される建築用
板の長手方向における曲率半径は種々、微妙に変化して
いる。そのために、建築用板の長手方向には異なる大き
さの曲率半径を有する湾曲部が存在している。
2. Description of the Related Art In recent years, large-scale architectural structures having roofs, walls, and the like in which various arc-shaped surfaces or spherical surfaces having different radii of curvature are assembled have been constructed (see FIG. 14). Such an enclosure surrounds and fixes a plurality of long architectural boards to structural materials such as a purlin and a rim, but the architectural boards are not bilaterally symmetrical and substantially hyperbolic, but have a curved shape. The radius of curvature in the longitudinal direction of the architectural plate arranged at each position varies variously and slightly depending on the shape of the outer enclosure. Therefore, there are curved portions having different radii of curvature in the longitudinal direction of the building plate.

【0003】[0003]

【発明が解決しようとする課題】このような、建築構造
物の屋根,壁等の外囲体を施工において、長手方向に湾
曲する建築用板をロール成形機にて成形するときに、ロ
ール成形機にて金属コイル材から湾曲状の建築用板を成
形するには、ロール成形機より送りだされた湾曲状の建
築用板を地上にて、その湾曲に従った状態を維持しなが
ら、所望の長さとなるまで、建築用板の長手方向の所定
箇所にて支持する必要がある。
In the construction of such an envelope such as a roof or a wall of a building structure, when a building plate curved in a longitudinal direction is formed by a roll forming machine, a roll forming machine is used. In order to form a curved architectural plate from a metal coil material with a machine, the curved architectural plate sent out from the roll forming machine is desirably maintained on the ground while following the curve. It is necessary to support at a predetermined position in the longitudinal direction of the building plate until the length becomes.

【0004】この建築用板の支持をするのは、作業員が
行っていた。即ち、作業員は、建築構造物の周囲に設け
た仮足場に高さ方向に異なった位置にそれぞれ配置さ
れ、各作業員は、その建築用板を各自の手及び腕によっ
て支持していた。そのために、湾曲状の建築用板をロー
ル成形機より成形しつつ、その湾曲状建築用板の送り出
し方向に複数の作業員を配置させている。そして、作業
員は各自の所に来た建築用板を手で所定の高さに維持し
ながら、且つその建築用板を送り出し方向に移動させて
ゆかなければならない。
[0004] Workers support this architectural plate. That is, the workers are respectively arranged at different positions in the height direction on temporary scaffolds provided around the building structure, and each worker has supported the building plate with their own hands and arms. For this purpose, a plurality of workers are arranged in the direction in which the curved architectural plate is sent out while the curved architectural plate is formed by a roll forming machine. Then, the worker has to move the building board in the sending direction while maintaining the building board at his / her place at a predetermined height by hand.

【0005】この作業では、湾曲状の建築用板の長手方
向に沿って、多数の作業員を必要とする。さらに、各作
業員は、各自持ち場にて、湾曲状の建築用板を支持しな
がら、送出し方向に移動させてゆかなければならない。
そのために、作業員を多数集める必要があるし、これに
加えて作業員には労働的な負担を大きくかけることにな
る。また、作業員による労働的負担は、湾曲状の建築用
板の正確なる成形及びその湾曲状の維持に悪影響を及ぼ
すこととなり、ひいては湾曲状の建築用板の成形後の精
度に大きな狂いが生じることになりうる。
[0005] This operation requires a large number of workers along the longitudinal direction of the curved building board. In addition, each worker must move the building plate in the delivery direction while supporting the curved building plate at his or her own yard.
For that purpose, it is necessary to collect a large number of workers, and in addition to this, a heavy labor burden is imposed on the workers. In addition, the labor burden on the workers adversely affects the accurate molding of the curved building plate and the maintenance of the curved shape, and as a result, the accuracy after the molding of the curved building plate is greatly deviated. It could be.

【0006】[0006]

【課題を解決するための手段】そこで、発明者は、上記
課題を解決すべく、鋭意,研究を重ねた結果、本発明を
ガイドレールと、該ガイドレールの上下方向に沿って移
動する移動部材と,水平方向に送りロールを設けた水平
支持部材とからなる昇降支持体と、該昇降支持体を上下
方向に移動させるウインチとからなり、建築構造物の周
囲に仮足場を組み立て、次いで該仮足場の構成部材に施
工支持装置のガイドレールを上下方向にして固定し、そ
の施工支持装置を所定間隔に配置し、その複数配置した
施工支持装置の一方側より他方側に向かって、成形機よ
り長尺方向に沿って湾曲する建築用板を送り出し、その
湾曲状建築用板の下面側を支持しつつ、湾曲状建築用板
の所望の曲率半径として長手方向に支持し、その湾曲状
建築用板を建築構造物の所定箇所に設置してなる湾曲状
建築用板の施工支持装置及び施工方法としたことによ
り、上記課題を解決したものである。
The inventor of the present invention has made intensive studies to solve the above-mentioned problems. As a result, the present inventor has found that the present invention provides a guide rail and a moving member which moves along the vertical direction of the guide rail. And a vertical support member comprising a horizontal support member provided with a feed roll in the horizontal direction, and a winch for vertically moving the vertical support member, and assembling a temporary scaffold around the building structure, The guide rails of the construction support device are fixed to the components of the scaffold in the vertical direction, the construction support devices are arranged at predetermined intervals, and the molding support machine is arranged from one side of the plurality of construction support devices to the other side. Sending out the architectural plate curved along the longitudinal direction, supporting the lower surface side of the curved architectural plate, and supporting it in the longitudinal direction as the desired radius of curvature of the curved architectural plate. Building plate By was construction supporting apparatus and method of installing consisting installed curved building board at a predetermined position of the object is obtained by solving the above problems.

【0007】[0007]

【作用】まず、建設施工における建築構造物Cの周囲に
は、仮足場21が設置されている。該仮足場21は、複
数の金属パイプによる軸部材21a,21a,…が縦方
向及び横方向に交差しつつ、該交差箇所がクランプで連
結されて、格子状に構成されている。その仮足場21の
適宜の軸部材21a,21a,…に施工支持装置Aのガ
イド部材A2 が固定される(図1参照)。
First, a temporary scaffold 21 is installed around a building structure C during construction. The temporary scaffold 21 is configured in a lattice shape by connecting a plurality of shaft members 21a, 21a,. Suitable shaft member 21a of the temporary scaffold 21, 21a, the guide member A 2 construction supporting apparatus A is fixed to ... (see Figure 1).

【0008】そのガイド部材A2 は、特に縦(垂直)方
向の軸部材21aに固着されることが取付け作業上にお
いて便利である(図2参照)。また,このときガイド部
材A 2 のガイドレール10の連結具14,14,…が装
着されているタイプでは、仮足場21の適宜の軸部材2
1a,21a,…に複数の連結具14,14,…を介し
て固着される(図5参照)。
[0008] The guide member ATwoIs especially vertical
Is fixed to the shaft member 21a in the opposite direction.
And convenient (see FIG. 2). At this time, the guide section
Material A TwoOf the guide rail 10 are mounted.
In the type that is worn, the appropriate shaft member 2 of the temporary scaffold 21 is used.
1a, 21a,... Through a plurality of connecting members 14, 14,.
(See FIG. 5).

【0009】このようにして、仮足場21の適宜の軸部
材21a,21a,…に従って、施工支持装置A,A,
…を所定の間隔に装着してゆく。そのロール成形機B
は、傾斜台17に載置され、送出し方向の端部が傾斜上
方となるように設置される(図1,図5参照)。そし
て、コイル状にまとめられた金属原板Pm がそのロール
成形機Bに近接して設けられる。そのロール成形機B
は、成形ロール16,16,…群を適宜に調整すること
により、湾曲状建築用板Pに所望の曲率半径を付けるよ
うにセットすることができる。
In this manner, according to the appropriate shaft members 21a, 21a,... Of the temporary scaffold 21, the construction supporting devices A, A,
... are attached at predetermined intervals. The roll forming machine B
Is mounted on the inclined table 17 and installed such that the end in the sending direction is inclined upward (see FIGS. 1 and 5). Then, the metal original plate P m gathered in a coil shape is provided in proximity to the roll forming machine B. The roll forming machine B
Can be set so as to give a desired radius of curvature to the curved building board P by appropriately adjusting the forming rolls 16, 16,....

【0010】そして、金属原板Pm は、ロール成形機B
により湾曲状建築用板Pに成形されてゆくが、曲率成形
にかかる成形ロール16を上下に移動させて調節するこ
とで、湾曲状建築用板Pの曲率半径Rを種々の大きさに
することができる。ここでは、便宜上,湾曲状建築用板
Pがロール成形機Bにより形成される湾曲部における曲
率半径Rを送り出される先端側よりR1 ,R2 ,…,R
n とする(図5及び図13参照)。
[0010] Then, the metal original plate P m is, roll forming machine B
Is formed into a curved architectural plate P by moving the forming roll 16 for the curvature molding up and down to adjust the radius of curvature R of the curved architectural plate P to various sizes. Can be. Here, for convenience, R 1 , R 2 ,..., R from the tip side from which the radius of curvature R in the curved portion formed by the roll forming machine B is sent out.
n (see FIGS. 5 and 13).

【0011】そして、そのロール成形機Bから送り出さ
れる湾曲状建築用板Pに対して、その送出し方向に配列
された施工支持装置A,A,…については、ロール成形
機Bに近いものから、第1番目,第2番目,…,第n番
目の施工支持装置A,A,…と称し、その第n番目の施
工支持装置Aは最終番目とする。図5の実施の形態にお
いては、最終番目(第n番目)の施工支持装置Aは、第
5番目の施工支持装置Aとしている。
The construction supporting devices A, A,... Arranged in the delivery direction with respect to the curved architectural plate P sent out from the roll forming machine B are arranged in the order from those close to the roll forming machine B. , The first, second,..., N-th construction support devices A, A,..., And the n-th construction support device A is the final one. In the embodiment of FIG. 5, the last (n-th) construction support device A is the fifth construction support device A.

【0012】そのロール成形機Bより送り出された湾曲
状建築用板Pは、その配列された第1番目の施工支持装
置Aの昇降支持体A1 をガイド部材A2 に従って移動さ
せ、湾曲状建築用板Pの曲率半径R1 の範囲の下面側に
送りロール3が当接するように、ウインチ13を操作
し、昇降支持体A1 にて支持する(図6参照)。
[0012] The roll former curved building board P supplied from the B moves the elevating support A 1 of the first construction supporting apparatus A which is the sequence according to the guide member A 2, curved architectural roll 3 is sent to the lower side of the range of the radius of curvature R 1 of the use plate P is to abut, by operating the winch 13, is supported by the elevating support a 1 (see FIG. 6).

【0013】次いで、ロール成形機Bより湾曲状建築用
板Pを送り出す作業を続行し、第2番目の施工支持装置
Aの昇降支持体A1 により湾曲状建築用板Pの曲率半径
1の範囲を支持し、且つ第1番目の施工支持装置Aの
昇降支持体A1 は、湾曲状建築用板Pの下面側を支持し
続ける(図7参照)。
Next, the work of sending out the curved building plate P from the roll forming machine B is continued, and the curvature radius R 1 of the curved building plate P is raised by the lifting support A 1 of the second construction support device A. While supporting the range, the lifting support A1 of the first construction support device A continues to support the lower surface side of the curved building board P (see FIG. 7).

【0014】この間に、湾曲状建築用板Pはロール成形
機Bから送り出され、その第1番目の施工支持装置Aの
箇所で、湾曲状建築用板Pの高さ位置の変動するが、そ
の高さの変動に追従するようにして、常時,送りロール
3が湾曲状建築用板Pの下面側に当接するように昇降支
持体A1 の高さ位置の調整がウインチ13の操作により
行われる。
During this time, the curved building plate P is sent out from the roll forming machine B, and the height position of the curved building plate P fluctuates at the first work support device A. so as to follow the variations in height at all times, the adjustment of the height position of the lifting support a 1 such that the feed roll 3 contacts the lower surface of the curved building board P is carried out by operating the winch 13 .

【0015】そして、ロール成形機Bから湾曲状建築用
板Pが送り出され続けるに従って、第1番目,第2番
目,第3番目,…の施工支持装置A,A,…の昇降支持
体A1,A1 ,…が各自、受持ち範囲の下面を支持する
ようにウインチ13,13,…にて高さ調節してゆくも
のである(図8,図9,図10等参照)。
[0015] Then, according to the curved building board P is continuously fed from the roll forming machine B, 1st, the 2nd, 3rd, ... construction supporting apparatus A, A, ... elevating support A 1 of , A 1 ,... Are height-adjusted by the winches 13, 13,... So as to support the lower surface of the receiving area (see FIG. 8, FIG. 9, FIG. 10, etc.).

【0016】このようにして、ロール成形機Bから湾曲
状建築用板Pが所望の長さになったら、ロール成形機B
より湾曲状建築用板Pの送り出しを停止し、湾曲状建築
用板Pをクレーンの巻上げワイヤに装着した長尺剛性吊
り具22にて吊り下げ可能な状態とし(図11参照)、
湾曲状建築用板Pの所定の位置を切断し、そのまま、ク
レーンにて長尺剛性吊り具22を介して湾曲状建築用板
Pを吊り上げる。
In this manner, when the curved building board P has a desired length from the roll forming machine B, the roll forming machine B
The feeding of the curved building board P is stopped, and the curved building board P can be hung by the long rigid suspension tool 22 attached to the hoisting wire of the crane (see FIG. 11).
A predetermined position of the curved architectural plate P is cut, and the curved architectural plate P is lifted by the crane via the long rigid suspending tool 22 as it is.

【0017】このとき、長尺剛性吊り具22は、湾曲状
建築用板Pの湾曲状部分が湾曲状建築用板Pの自重によ
り撓み変形が生じることを防止する。その長尺剛性吊り
具22は、湾曲状建築用板Pと略同等長さとしており、
その長尺剛性吊り具22に複数のワイヤw,w,…が所
定間隔に設けられ、長尺剛性吊り具22にて湾曲状建築
用板Pを吊るしたときに安定したバランスとなるように
している(図12参照)。
At this time, the long rigid suspension device 22 prevents the curved portion of the curved building board P from being bent and deformed by the weight of the curved building board P. The long rigid suspending tool 22 has substantially the same length as the curved architectural plate P,
A plurality of wires w, w,... Are provided at predetermined intervals on the long rigid suspending tool 22 so that a stable balance is obtained when the long rigid suspending tool 22 suspends the curved building board P. (See FIG. 12).

【0018】[0018]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。先ず、本発明において施工支持装
置Aについて説明する。該施工支持装置Aは、主な構成
部材として、昇降支持体A1 とガイド部材A2 とウイン
チ13等から構成される。その昇降支持体A1 では、移
動部材1と水平方向に送りロール3を設けた水平支持部
材2とから構成されている(図2,図4等参照)。
Embodiments of the present invention will be described below with reference to the drawings. First, the construction support device A in the present invention will be described. The construction supporting apparatus A includes, as main components, and a lift support A 1 and the guide member A 2 and winch 13 or the like. In the elevator support A 1, and a movable member 1 and the horizontal support member 2 which in which a roll 3 feed in the horizontal direction (see FIG. 2, FIG. 4, etc.).

【0019】その移動部材1は、二つの側板1a,1a
が適宜の間隔をおいて配置され、その両側板1a,1a
の対向する内面側に複数のガイドロール4,4,…が軸
支されている〔図3(A),(B)及び図4等参照〕。
その二つの側板1a,1aには、心材1bが装着され、
該心材1bの厚さ(又は太さ)により、両側板1a,1
aは、所定の間隔を有することができる。その移動部材
1に対して、直角となるように、水平支持部材2が形成
され、該水平支持部材2の軸方向と送りロール3の軸方
向とが一致するように設けられている。
The moving member 1 has two side plates 1a, 1a.
Are disposed at appropriate intervals, and both side plates 1a, 1a
A plurality of guide rolls 4, 4,... Are pivotally supported on the opposed inner surface side [see FIGS. 3 (A), 3 (B), FIG. 4, etc.].
A core 1b is attached to the two side plates 1a, 1a,
Depending on the thickness (or thickness) of the core 1b, both side plates 1a, 1
a can have a predetermined interval. A horizontal support member 2 is formed so as to be perpendicular to the moving member 1, and is provided so that the axial direction of the horizontal support member 2 and the axial direction of the feed roll 3 match.

【0020】具体的には、送りロール3は、ロール部材
3aと軸受部3b,3bとからなり、軸受部3b,3b
が水平支持部材2に固着され、両軸受部3b,3bとの
間にロール部材3aが軸支されている(図2参照)。ま
た、その水平支持部材2には、被吊り部材6が形成さ
れ、前記ウインチ13のフック13aが、引っかけられ
るようになっている(図4参照)。また、移動部材1と
水平支持部材2との間には補強軸部材7が設けられ、移
動部材1に対して水平支持部材2が直角を維持できるよ
うに補強している。
More specifically, the feed roll 3 includes a roll member 3a and bearings 3b, 3b, and the bearings 3b, 3b
Is fixed to the horizontal support member 2, and a roll member 3a is pivotally supported between the two bearing portions 3b, 3b (see FIG. 2). Further, a suspended member 6 is formed on the horizontal support member 2, and a hook 13a of the winch 13 is hooked (see FIG. 4). In addition, a reinforcing shaft member 7 is provided between the moving member 1 and the horizontal supporting member 2, and the horizontal supporting member 2 reinforces the moving member 1 so as to maintain a right angle.

【0021】そのガイド部材A2 は、ガイドレール10
とウインチ支持部材11とからなり、そのガイドレール
10として形鋼が使用され、さらに、具体的にはH形鋼
又はI形鋼等が使用するにあたり好適である。前記ガイ
ドロール4,4,…は、ガイドレール10のレール面1
0aを走行するものであるが、該レール面10aは、H
形鋼(又はI形鋼)ではそのフランジ部分が使用される
〔図3(A)及び(B)参照〕。
The guide member A 2 includes a guide rail 10.
And a winch support member 11, and a shaped steel is used as the guide rail 10, and more specifically, an H-shaped steel or an I-shaped steel is suitable. The guide rolls 4, 4,...
0a, but the rail surface 10a
The flange portion is used in the section steel (or I section steel) (see FIGS. 3A and 3B).

【0022】そのガイド部材A2 の上端には、ウインチ
支持部材11が形成され、該ウインチ支持部材11にウ
インチ13が設けられている(図2参照)。そのウイン
チ支持部材11は、ガイド部材A2 と同一の断面を有す
る形鋼材である。さらに、ガイドレール10の下端には
ストッパー部材12が設けられている(図4参照)。該
ストッパー部材12は、プレート状の金属板であり、昇
降支持体A1 がガイドレール10の下端に到達したとき
に、そのガイドレール10より昇降支持体A1が脱落し
ないようにするものである。また、ガイドレール10に
は、連結具14,14,…装着されている。該連結具1
4,14,…は、仮足場21の軸部材21a,21a,
…を連結するためのクランプと同一のもの或いはそれと
同等構造のものである〔図3(A)及び(B)参照〕。
[0022] The upper end of the guide member A 2, winch support member 11 is formed, the winch 13 is provided on the winch support member 11 (see FIG. 2). Its winch support member 11 is in the form steel having the same cross-section and the guide member A 2. Further, a stopper member 12 is provided at the lower end of the guide rail 10 (see FIG. 4). The stopper member 12 is a plate-shaped metal plate, and prevents the lifting support A 1 from dropping off the guide rail 10 when the lifting support A 1 reaches the lower end of the guide rail 10. . Further, on the guide rail 10, connecting members 14, 14,... Are mounted. The connecting tool 1
, 14,... Are the shaft members 21a, 21a,
Are the same as or equivalent to a clamp for connecting... [See FIGS. 3 (A) and 3 (B)].

【0023】そのウインチ13は、電動式或いは手動式
のいずれかであってもよく、ウインチ13のフック13
aが、前述したように、昇降支持体A1 の被吊り部材6
に引っかけられて、ウインチ13の操作により昇降支持
体A1 の上下方向移動を行うことができる(図2参
照)。
The winch 13 may be either a motorized type or a manual type.
a is, as described above, the hanging of the lifting support A 1 member 6
Hooked on, it is possible to perform the vertical movement of the elevating support A 1 by operation of the winch 13 (see FIG. 2).

【0024】また、前記送りロール3は、図2に示すよ
うに、水平支持部材2に対して、被吊り部材6より外方
に位置している。即ち、送りロール3と移動部材1との
間に被吊り部材6を位置しているので、送りロール3
は、ウインチ13のウインチワイヤ13bよりも外方に
位置することとなる。このような構成であるために、湾
曲状建築用板Pを送りロール3に載置して、高さ方向或
いは水平方向への移動を行う際に、湾曲状建築用板Pが
ひっかかることなく、スムーズに移動させることができ
る。
As shown in FIG. 2, the feed roll 3 is located outside the suspended member 6 with respect to the horizontal support member 2. That is, since the suspended member 6 is located between the feed roll 3 and the moving member 1, the feed roll 3
Is located outside the winch wire 13b of the winch 13. Due to such a configuration, when the curved building plate P is placed on the feed roll 3 and moved in the height direction or the horizontal direction, the curved building plate P is not caught, It can be moved smoothly.

【0025】そのロール成形機Bは、枠部材15の内部
に複数段の成形ロール16,16,…が組み込まれ、金
属原板Pm を送出し方向に移動させるとともに、最終番
目の成形ロール16を通過して湾曲状建築用板Pが次第
に成形されてゆくものである。また、その複数の成形ロ
ール16,16,…の群の後半部のいずれかの成形ロー
ル16は、金属原板Pm を長手方向に沿って湾曲形成
し、所望の曲率半径Rを付けることができる構造になっ
ている(図5参照)。
[0025] The roll forming machine B includes forming rolls 16, 16 in a plurality of stages within the frame member 15, ... are incorporated, it is moved in the direction dispatches metal original plate P m, the final second of the forming roll 16 The curved architectural plate P is gradually formed by passing through. Further, the forming roll 16 of one of the latter half portion of the plurality of forming rolls 16, 16, ... group of the metal original plate P m curved form in the longitudinal direction, can be given a desired curvature radius R It has a structure (see FIG. 5).

【0026】その曲率半径Rは、金属原板Pm をロール
成形機Bの成形ロール16,16,…に通過させなが
ら、湾曲状建築用板Pを成形するとともに、その曲率半
径Rも種々に変化させてゆくことができるようになって
いる。例えば、湾曲状建築用板Pは長手方向に沿って、
その先端側よりまず曲率半径R1 の湾曲部が形成され、
次いで曲率半径R2 の湾曲部が形成され、このようにし
て、第n番目の湾曲部は曲率半径Rn となる(図5,図
13等参照)。そのロール成形機Bは、傾斜台17に載
置して、送出し方向に沿って、傾斜上向きとし、そのロ
ール成形機Bより成形された湾曲状建築用板Pが上方に
傾斜状となって送り出されるようになっている。
The radius of curvature R is forming rolls 16, 16 of the metal original plate P m the roll forming machine B, while passing ..., the change over molding a curved architectural panel P, a variety is also the radius of curvature R You can do it. For example, the curved architectural plate P extends along the longitudinal direction,
Its first curved portion of the curvature radius R 1 from the tip side is formed,
Then is formed curved portion of the curvature radius R 2, this way, the n-th curved portion becomes the radius of curvature R n (see FIG. 5, FIG. 13, etc.). The roll forming machine B is placed on the inclined table 17 and is inclined upward along the delivery direction, and the curved building board P formed by the roll forming machine B is inclined upward. It is being sent out.

【0027】また、ロール成形機Bを支持している傾斜
台17は、油圧機構等により適宜に傾斜角度を調整する
ことができるタイプとすることもある。このような構造
とすれば、傾斜台17の傾斜角度を適宜に調整すること
により、湾曲状態の異なる種々の湾曲状建築用板Pに応
じて、各施工支持装置A,A,…による湾曲状建築用板
Pの最適なバランスのとれた支持ができる。
The inclination table 17 supporting the roll forming machine B may be of a type whose inclination angle can be appropriately adjusted by a hydraulic mechanism or the like. With such a structure, by appropriately adjusting the inclination angle of the inclined table 17, the curved shape by each of the construction supporting devices A, A,... According to various curved architectural boards P having different curved states. Optimal balanced support of the building board P can be achieved.

【0028】たとえば、ロール成形機Bより送り出され
る湾曲状建築用板Pの曲率半径Rが比較的小さく、急カ
ーブ状となる場合には、湾曲状建築用板Pの先端が地面
に当たってしまうこともありうるが、このような場合に
は傾斜台17の傾斜角度を大きくし、そのロール成形機
Bの湾曲状建築用板Pの送出しの高さ位置を高くするこ
とで、湾曲状建築用板Pの先端が地面に当接しないよう
にすることができる。
For example, when the radius R of curvature of the curved building board P sent out from the roll forming machine B is relatively small and becomes sharply curved, the tip of the curved building board P may hit the ground. In such a case, it is possible to increase the inclination angle of the inclined base 17 and increase the height position of the delivery of the curved building board P of the roll forming machine B, thereby obtaining the curved building board. The tip of P can be prevented from contacting the ground.

【0029】その湾曲状建築用板Pの具体例としては、
主板18の幅方向両側に連結用屈曲部19,19が形成
されたものであり、前記主板18は、断面が略有底V字
形状等をなしている(図2参照)。そして、その湾曲状
建築用板P,P,…を幅方向に複数,並設し、隣接する
湾曲状建築用板P,Pの対向する連結用屈曲部19,1
9上に図示しないキャップ部材を嵌合固着して屋根,壁
等の外囲体を施工してゆくものである。
Specific examples of the curved architectural plate P include:
Bending portions 19, 19 for connection are formed on both sides in the width direction of the main plate 18, and the main plate 18 has a substantially V-shaped cross section with a bottom (see FIG. 2). A plurality of the curved architectural plates P, P,... Are juxtaposed in the width direction, and the opposing connecting bent portions 19, 1 of the adjacent curved architectural plates P, P.
A cap member (not shown) is fitted and fixed on the upper surface 9 to construct an outer enclosure such as a roof or a wall.

【0030】[0030]

【発明の効果】請求項1の発明においては、ガイド部材
2 と、該ガイド部材A2 の上下方向に沿って移動する
移動部材1と,水平方向に送りロール3を設けた水平支
持部材2とからなる昇降支持体A1 と、該昇降支持体A
1 を上下方向に移動させるウインチ13とからなること
を特徴とした湾曲状建築用板Pの施工支持装置としたこ
とにより、ロール成形機Bにて成形した湾曲状建築用板
Pを屋根,壁等の外囲体として施工するときに、本発明
の施工支持装置を使用することで、先ず第1に、湾曲状
建築用板Pの湾曲形状を維持しながら、建築構造物の所
定箇所への施工が容易にできるし、第2にこの作業にお
いて作業員を少人数とし,且つ作業にかかる負担を減少
させることができるし、第3に成形するためのストック
ヤードは極めて僅かなものにすることができる等の種々
の効果を奏する。
According to the first aspect of the present invention, the guide member A 2 , the moving member 1 moving along the vertical direction of the guide member A 2 , and the horizontal support member 2 provided with the feed roll 3 in the horizontal direction are provided. A lifting support A 1 comprising:
By using a winch 13 for moving the building construction 1 in the vertical direction, a curved construction board P formed by the roll forming machine B can be used as a roof and wall. First, by using the construction support device of the present invention when constructing as an outer enclosure such as, etc., firstly, while maintaining the curved shape of the curved architectural plate P, Second, the work can be easily performed, second, the number of workers can be reduced in this work, and the burden on the work can be reduced. Third, the stock yard for forming must be extremely small. Various effects such as the effect can be achieved.

【0031】上記効果を詳述すると、施工支持装置は、
昇降支持体A1 とガイド部材A2 との構成とし、昇降支
持体A1 は移動部材1を設け、該移動部材1がウインチ
13の操作によりガイド部材A2 に沿って移動し、昇降
支持体A1 がガイド部材A2を上下方向に移動させるも
のである。
The effect is described in detail.
The structure of the lifting support A 1 and the guide member A 2, the lifting support A 1 is provided with a moving member 1, the mobile member 1 is moved along the guide member A 2 by operation of the winch 13, the lifting support a 1 is intended to move the guide member a 2 in the vertical direction.

【0032】そこで、複数の施工支持装置A,A,…を
配置し、異なる曲率半径Rとした複数の湾曲部を有する
湾曲状建築用板Pをロール成形機Bにより送り出された
ものをそれぞれの施工支持装置Aにて支持することで、
湾曲状建築用板Pを地上より適宜の高さの空中位置で維
持することができ、この状態にて、長尺剛性吊り具22
を介して、クレーンにて吊り上げることができ、このよ
うにすることで、建築構造物の適宜の位置に湾曲状建築
用板Pを施工することができる。
Therefore, a plurality of construction supporting devices A, A,... Are arranged, and a curved building plate P having a plurality of curved portions having different curvature radii R is sent out by a roll forming machine B to each of them. By supporting with construction support device A,
The curved architectural plate P can be maintained at an aerial position at an appropriate height from the ground, and in this state, the long rigid suspension 22
Can be lifted by a crane, and in this way, the curved building board P can be constructed at an appropriate position of the building structure.

【0033】このために、金属原板Pm から湾曲状建築
用板Pを成形するのに、湾曲状建築用板Pに無理な屈曲
外力がかからず、その湾曲状建築用板Pの断面形状を維
持することができる。特に、作業員が上記作業を行って
いた場合に比べて、本発明では、湾曲状建築用板Pの幅
方向における働き幅を、ほとんど一定にして成形するこ
とができる。
[0033] For this, the metal original plate for forming a curved architectural panel P from P m, not apply excessive bending force on the curved building board P, the sectional shape of the curved building board P Can be maintained. In particular, in the present invention, the working width in the width direction of the curved architectural board P can be formed with almost constant working width, as compared with the case where the worker has performed the above work.

【0034】次に、請求項2の発明は、請求項1におい
て、前記昇降支持体A1 の移動部材1には、前記ガイド
部材A2 の上下方向に従って回転するガイドロール4,
4,…を設けてなる湾曲状建築用板Pの施工支持装置と
したことにより、上記ガイドロール4,4,…がガイド
部材A2 を転動し、昇降支持体A1 はガイド部材A2
対して上下移動が滑らかで、昇降状態を良好にできる。
Next, according to a second aspect of the present invention, in the first aspect , the moving member 1 of the lifting and lowering support A 1 is provided with guide rolls 4 rotating in the vertical direction of the guide member A 2 .
4, by ... was construction supporting apparatus curved building board P to be provided, the guide rolls 4, 4, ... are rolling guide members A 2, the lifting support A 1 the guide member A 2 , The up and down movement is smooth, and the up and down state can be improved.

【0035】次に、請求項3の発明は、請求項1におい
て、前記ガイド部材A2 には、連結具を設けてなる湾曲
状建築用板Pの施工支持装置としたことにより、その連
結具を使用することにより、仮足場21への装着が良好
である。その現場の仮足場21を構成する軸部材21
a,21a,…に極めて容易に装着することができる。
Next, the invention of claim 3, in claim 1, wherein the guide is member A 2, by which the construction supporting apparatus curved building board P to be provided with a connector, the connector By using, the attachment to the temporary scaffold 21 is good. Shaft member 21 constituting temporary scaffold 21 at the site
a, 21a,... can be mounted very easily.

【0036】次に、請求項4の発明は、建築構造物の周
囲に仮足場21を組み立て、次いで、ガイド部材A2
上下方向を移動する昇降支持体A1 からなる施工支持装
置Aのガイド部材A2 を仮足場21の軸部材21a,2
1a,…に固定し、複数の施工支持装置A,A,…を所
定間隔に配置し、複数配置した施工支持装置A,A,…
群の一方側より他方側に向かって、ロール成形機Bより
長尺方向に沿って湾曲状建築用板Pを送り出し、前記昇
降支持体A1 をガイド部材A2 の上下方向に移動させ
て、長手方向に沿って,曲率半径Rが連続する湾曲状建
築用板Pを下面側より支持しつつ、その湾曲状建築用板
Pを建築構造物Cの所定箇所に設置してなる湾曲状建築
用板Pの施工方法としたことにより、湾曲状建築用板P
からなる屋根,壁等の外囲体の施工を極めて効率的に行
うことができる。即ち、ロール成形機Bにより成形され
る湾曲状建築用板Pの湾曲形状には、ほとんど変形を生
じさせないようにして、建築構造物Cの所定箇所に設置
することができる。
Next, the invention of claim 4, assembling the temporary scaffolding 21 around the building structure, then the construction supporting apparatus A consisting of the lifting support A 1 to move the vertical guide members A 2 Guide the shaft member 21a of the member a 2 temporary scaffold 21, 2
1a, ..., a plurality of construction support devices A, A, ... are arranged at predetermined intervals, and a plurality of construction support devices A, A, ...
From one side of the group to the other side, the curved building plate P is sent out from the roll forming machine B along the longitudinal direction, and the lifting support A 1 is moved in the vertical direction of the guide member A 2 , A curved architectural plate obtained by installing a curved architectural plate P at a predetermined position of a building structure C while supporting the curved architectural plate P having a continuous radius of curvature R along the longitudinal direction from the lower surface side. With the construction method of the board P, the curved building board P
The construction of an enclosure such as a roof, walls, etc., can be performed extremely efficiently. That is, the curved building plate P formed by the roll forming machine B can be installed at a predetermined position of the building structure C while causing almost no deformation in the curved shape.

【0037】また、ガイド部材A2 の上下方向を移動す
る昇降支持体A1 からなる施工支持装置Aを複数配置し
たことで、複数の湾曲状部が存在し、且つその曲率半径
Rが種々異なる湾曲状建築用板Pであっても、それぞれ
の施工支持装置Aが、湾曲状建築用板Pの種々の湾曲状
部分を支持することができ、従って、このような湾曲状
建築用板Pにおいても、本発明の施工方法においては十
分に対応することができる。
Further, the construction supporting apparatus A consisting of the lifting support A 1 to move the vertical guide members A 2 by a plurality disposed, there are a plurality of curved portions, and different radius of curvature R is various Even in the case of the curved building board P, each construction support device A can support various curved portions of the curved building board P, and therefore, in such a curved building board P However, the construction method of the present invention can sufficiently cope with the problem.

【0038】また、本発明は複数の曲率半径Rを有する
湾曲状建築用板Pに適していることはもちろんである
が、曲率半径Rが単一の湾曲状建築用板Pにも適用でき
ることは言うまでもない。
The present invention is, of course, suitable for a curved architectural board P having a plurality of curvature radii R, but it is also applicable to a curved architectural board P having a single radius of curvature R. Needless to say.

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

【図1】本発明の構成を示す斜視図FIG. 1 is a perspective view showing a configuration of the present invention.

【図2】施工支持装置の正面図FIG. 2 is a front view of the construction support device.

【図3】(A)は施工支持装置の要部平面図 (B)は(A)のガイドレール付近における拡大断面図FIG. 3 (A) is a plan view of a main part of the construction support device, and FIG. 3 (B) is an enlarged sectional view near the guide rail of FIG.

【図4】施工支持装置の斜視図FIG. 4 is a perspective view of a construction support device.

【図5】施工状態を示す略示図FIG. 5 is a schematic view showing a construction state.

【図6】ロール成形機から湾曲状建築用板が送りださ
れ,第1番目の施工支持装置に達した状態を示す略示図
FIG. 6 is a schematic diagram showing a state in which a curved architectural plate is fed from a roll forming machine and reaches a first construction support device.

【図7】ロール成形機から湾曲状建築用板が送りださ
れ,第2番目の施工支持装置に達した状態を示す略示図
FIG. 7 is a schematic diagram showing a state in which a curved architectural plate is fed from a roll forming machine and reaches a second construction support device.

【図8】ロール成形機から湾曲状建築用板が送りださ
れ,第3番目の施工支持装置に達した状態を示す略示図
FIG. 8 is a schematic diagram showing a state in which a curved architectural plate is fed from a roll forming machine and reaches a third construction support device.

【図9】ロール成形機から湾曲状建築用板が送りださ
れ,第4番目の施工支持装置に達した状態を示す略示図
FIG. 9 is a schematic diagram showing a state in which a curved architectural plate is fed from a roll forming machine and reaches a fourth construction support device.

【図10】ロール成形機から湾曲状建築用板が送りださ
れ,最終番目の施工支持装置に達した状態を示す略示図
FIG. 10 is a schematic diagram showing a state in which a curved architectural plate has been fed from a roll forming machine and has reached the final construction support device.

【図11】湾曲状建築用板を長尺剛性吊り具にて吊り上
げ可能な状態とした略示図
FIG. 11 is a schematic view showing a state in which a curved architectural plate can be lifted by a long rigid hanging tool.

【図12】湾曲状建築用板を長尺剛性吊り具にて吊り上
げた状態を示す略示図
FIG. 12 is a schematic diagram showing a state in which a curved architectural plate is lifted by a long rigid hanging tool.

【図13】湾曲状建築用板を建築構造物の外囲体として
施工する状態を示す略示図
FIG. 13 is a schematic diagram showing a state in which a curved architectural plate is constructed as an envelope of a building structure.

【図14】本発明が応用される建築構造物の斜視図FIG. 14 is a perspective view of a building structure to which the present invention is applied.

【符号の説明】[Explanation of symbols]

A…施工支持装置 A1 …昇降支持体 1…移動部材 2…水平支持部材 3…送りロール A2 …ガイド部材 4…ガイドロール 13…ウインチ 14…連結具 21…仮足場 21a…軸部材 B…ロール成形機 P…湾曲状建築用板A: Construction support device A 1 ... Elevating support 1 ... Moving member 2 ... Horizontal support member 3 ... Feeding roll A 2 ... Guide member 4 ... Guide roll 13 ... Winch 14 ... Connector 21 ... Temporary scaffold 21 a ... Shaft member B ... Roll forming machine P: curved architectural plate

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 ガイド部材と、該ガイド部材の上下方向
に沿って移動する移動部材と,水平方向に送りロールを
設けた水平支持部材とからなる昇降支持体と、該昇降支
持体を上下方向に移動させるウインチとからなることを
特徴とした湾曲状建築用板の施工支持装置。
An elevating and lowering support comprising a guide member, a moving member that moves along the up and down direction of the guide member, and a horizontal supporting member provided with a feed roll in the horizontal direction; And a winch to be moved to a building.
【請求項2】 請求項1において、前記昇降支持体の移
動部材には、前記ガイド部材の上下方向に従って回転す
るガイドロールを設けてなることを特徴とした湾曲状建
築用板の施工支持装置。
2. The apparatus according to claim 1, wherein the moving member of the lifting support is provided with a guide roll that rotates in a vertical direction of the guide member.
【請求項3】 請求項1において、前記ガイド部材に
は、連結具を設けてなることを特徴とした湾曲状建築用
板の施工支持装置。
3. The construction support apparatus according to claim 1, wherein the guide member is provided with a connecting member.
【請求項4】 建築構造物の周囲に仮足場を組み立て、
次いで、ガイド部材の上下方向を移動する昇降支持体か
らなる施工支持装置のガイド部材を仮足場の軸部材に固
定し、複数の施工支持装置を所定間隔に配置し、複数配
置した施工支持装置群の一方側より他方側に向かって、
ロール成形機より長尺方向に沿って湾曲状建築用板を送
り出し、前記昇降支持体をガイド部材の上下方向に移動
させて、長手方向に沿って,曲率半径が連続する湾曲状
建築用板を下面側より支持しつつ、その湾曲状建築用板
を建築構造物の所定箇所に設置してなることを特徴とし
た湾曲状建築用板の施工方法。
4. A temporary scaffold is assembled around the building structure,
Subsequently, the guide member of the construction support device including the elevating support moving in the vertical direction of the guide member is fixed to the shaft member of the temporary scaffold, a plurality of construction support devices are arranged at predetermined intervals, and a plurality of arranged construction support device groups From one side to the other side of
The curved building plate is sent out from the roll forming machine in the longitudinal direction, and the elevating support is moved in the vertical direction of the guide member to form a curved building plate having a continuous radius of curvature along the longitudinal direction. A method for constructing a curved architectural plate, wherein the curved architectural plate is installed at a predetermined location of a building structure while being supported from a lower surface side.
JP28534296A 1996-10-28 1996-10-28 Construction support device for curved architectural plate and its construction method Expired - Fee Related JP3372431B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28534296A JP3372431B2 (en) 1996-10-28 1996-10-28 Construction support device for curved architectural plate and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28534296A JP3372431B2 (en) 1996-10-28 1996-10-28 Construction support device for curved architectural plate and its construction method

Publications (2)

Publication Number Publication Date
JPH10131445A true JPH10131445A (en) 1998-05-19
JP3372431B2 JP3372431B2 (en) 2003-02-04

Family

ID=17690321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28534296A Expired - Fee Related JP3372431B2 (en) 1996-10-28 1996-10-28 Construction support device for curved architectural plate and its construction method

Country Status (1)

Country Link
JP (1) JP3372431B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102864879A (en) * 2012-10-15 2013-01-09 中国二冶集团有限公司 Elevated-platform plate pressing device
CN104763109A (en) * 2015-04-13 2015-07-08 中冶建工集团有限公司 Quick construction method for pressed bottom tile of large-span steel structure factory building roof
CN106345927A (en) * 2016-08-26 2017-01-25 陕西建工机械施工集团有限公司 Roll-profiled metal sheet trans-outer one-step forming construction method
GB2591155A (en) * 2019-12-24 2021-07-21 De Liftfabriek Bv Winch assembly for a support structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102864879A (en) * 2012-10-15 2013-01-09 中国二冶集团有限公司 Elevated-platform plate pressing device
CN104763109A (en) * 2015-04-13 2015-07-08 中冶建工集团有限公司 Quick construction method for pressed bottom tile of large-span steel structure factory building roof
CN104763109B (en) * 2015-04-13 2017-01-25 中冶建工集团有限公司 Quick construction method for pressed bottom tile of large-span steel structure factory building roof
CN106345927A (en) * 2016-08-26 2017-01-25 陕西建工机械施工集团有限公司 Roll-profiled metal sheet trans-outer one-step forming construction method
CN106345927B (en) * 2016-08-26 2019-04-05 陕西建工机械施工集团有限公司 Roofing metal pressing plate is across outer one-pass molding construction method
GB2591155A (en) * 2019-12-24 2021-07-21 De Liftfabriek Bv Winch assembly for a support structure
GB2591155B (en) * 2019-12-24 2022-01-12 De Liftfabriek Bv Winch assembly for a support structure

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