JPH084301A - Construction method of exterior wall panel using ropeway and device thereof - Google Patents

Construction method of exterior wall panel using ropeway and device thereof

Info

Publication number
JPH084301A
JPH084301A JP15644494A JP15644494A JPH084301A JP H084301 A JPH084301 A JP H084301A JP 15644494 A JP15644494 A JP 15644494A JP 15644494 A JP15644494 A JP 15644494A JP H084301 A JPH084301 A JP H084301A
Authority
JP
Japan
Prior art keywords
wall panel
rope
wire rope
block
panel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP15644494A
Other languages
Japanese (ja)
Inventor
Shinobu Yamazaki
忍 山崎
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP15644494A priority Critical patent/JPH084301A/en
Publication of JPH084301A publication Critical patent/JPH084301A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To hang up an exterior wall panel to move horizontally and to mount it at a specific position by horizontally constructing a main rope to the peripheral surface of a steel framed skeleton through bearing members and, at the same time, providing a horizontally moving device. CONSTITUTION:A rope way 2 is provided to the peripheral surface of a steel framed skeleton 1 through intermediate bearing members 5. An exterior wall panel 3 is hung up with a crane C from a loading platform of a delivery car B. Successively, it is lowered to a projected working platform D provided to the steel framed skeleton 1. Or, the panel 3 stocked in advance is drawn on the projected working platform D. After that, a carriage block 6 is moved horizontally and is positioned on the working platform D. Then, a chain block 17 is operated to hung up the panel 3, and the carriage block 6 is moved and is positioned to a mounting place. Therefore, the chain block 17 is operated again to lower gradually the panel 3, and it is mounted to a specific place. In addition, a rope 4 is reshored to an upper story and is continued to the highest story. According to the constitution, installation and reshoring can be simply made without using hoisting equipments.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、鉄骨躯体等に外壁パネ
ルを取り付ける場合に、特に索道を用いた外壁パネルの
施工法及びその装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing an outer wall panel using a cableway and a device therefor when the outer wall panel is attached to a steel frame or the like.

【0002】[0002]

【従来の技術】従来、建築現場で外壁パネルや下地金具
等の揚重、運搬作業には、地上又は躯体の最上階に設置
されたクレーンを用いて行われている。最近では躯体の
柱や梁を利用して躯体外周面に横行レールを仮設し、揚
貨装置を備えたトロリーを走らせて対象物を所定の場所
に移動することもある。前者(クレーン)の場合には、
対象物の重量が大型クレーンの能力に比べて過小である
にも拘らず、他に方法がないため仕方なく利用している
のが現状であり、大型クレーンの設置期間が長くなって
無駄が多いという問題がある。後者(横行レール)の場
合には、横行レールの設置や上階への盛り替えに手間が
掛かり或は大型クレーンを必要とする。更に、横行レー
ルを含めたシステム全体の重量が大きくなるため、躯体
との取り合いに制約が生じたり躯体側に補強を要する場
合もある等解決すべき問題が多い。
2. Description of the Related Art Conventionally, a crane installed on the ground or the top floor of a building is used for hoisting and carrying outer wall panels, base metal fittings, etc. at a construction site. Recently, traverse rails are temporarily installed on the outer peripheral surface of the skeleton using columns and beams of the skeleton, and a trolley equipped with a hoisting device is run to move an object to a predetermined place. In the case of the former (crane),
Despite the fact that the weight of the object is too small compared to the capacity of the large crane, there is no other way to use it, so it is currently used without help, and the installation period of the large crane is long and wasteful. There is a problem. In the case of the latter (traverse rail), it takes time and trouble to install the traverse rail or to relocate to the upper floor or a large crane is required. Further, since the weight of the entire system including the traverse rail becomes large, there are many problems to be solved, such as a restriction on the connection with the skeleton or a case where the skeleton side needs to be reinforced.

【0003】[0003]

【発明が解決しようとする課題】上記従来の問題点を解
決するために、例えば躯体外周面にワイヤロープを張
り、これを横行レール代わりに利用して対象物を運搬す
る方法が考えられる。しかしながら、土木分野や林業で
使用されているようなケーブルクレーンや索道のように
躯体の両端間にワイヤロープを張る場合には、次のよう
な問題がある。 対象物を運搬する際には、主索は放物線を描き、大
きな中央垂下量(たわみ)が生じる。従って、移動にと
もない上下方向に大きな変位が発生する。 中央垂下量を抑えるために主索に大きな張力を与え
る場合には、主索に用いるワイヤロープを太くすると共
に主索両端で支持する躯体の強度上の配慮が必要にな
る。その結果、装備重量が著しく増えてワイヤロープを
使用するメリットがなくなる。 そこで、本発明はワイヤロープ使用時に問題となる中央
垂下量を低減させると共に装備重量の軽い、索道を用い
た外壁パネルの施工法及びその装置を提供することを課
題とする。
In order to solve the above-mentioned problems of the prior art, for example, a method is conceivable in which a wire rope is attached to the outer peripheral surface of the body and the wire rope is used as a traverse rail to carry an object. However, when a wire rope is stretched between both ends of a frame like a cable crane or cableway used in the field of civil engineering and forestry, there are the following problems. When carrying an object, the main rope draws a parabola, causing a large central sag (deflection). Therefore, a large displacement occurs in the vertical direction with the movement. When a large tension is applied to the main rope in order to suppress the central hanging amount, it is necessary to make the wire rope used for the main rope thick and to consider the strength of the skeleton supported at both ends of the main rope. As a result, the equipment weight is significantly increased and the advantage of using the wire rope is lost. Therefore, it is an object of the present invention to provide a method of constructing an outer wall panel using a cableway and a device therefor, which reduces a central hanging amount which is a problem when a wire rope is used and has a light equipment weight.

【0004】[0004]

【課題を解決するための手段】前記課題を技術的に解決
するための手段として、本発明は鉄骨躯体に外壁パネル
を取り付ける方法において、前記鉄骨躯体の外周面に中
間支持部材を介して主索を張設状態に横架すると共に横
行移動装置を設け、この横行移動装置により外壁パネル
を吊り上げて横移動させ、所定の位置に外壁パネルを取
り付ける、索道を用いた外壁パネルの施工法を要旨とす
る。又、本発明は鉄骨躯体の外周面に中間支持部材を介
して張設状態に横架したワイヤロープと、このワイヤロ
ープに横行移動可能に取り付けたキャレージブロック
と、このキャレージブロックに装着した吊り上げ装置と
を少なくとも備えた、索道を用いた外壁パネルの施工装
置を要旨とする。
As a means for technically solving the above-mentioned problems, the present invention is a method of attaching an outer wall panel to a steel frame body, in which a main rope is provided on an outer peripheral surface of the steel frame body via an intermediate support member. And the traverse movement device is installed in a stretched state, the outer wall panel is hoisted and laterally moved by this traverse movement device, and the outer wall panel is attached to a predetermined position. To do. Further, according to the present invention, a wire rope is laid across the outer peripheral surface of the steel frame body in a stretched state via an intermediate support member, a carriage block movably attached to the wire rope, and the carriage block is attached to the carriage block. A gist is an apparatus for constructing an outer wall panel using a cableway, which is provided with at least a lifting device.

【0005】[0005]

【作 用】鉄骨躯体の外周面にワイヤロープが弛まない
ように中間支持部材を介して横架し、そのワイヤロープ
にキャレージブロックを移動可能に取り付けると共に吊
り上げ装置を装着したので、その吊り上げ装置で外壁パ
ネルを吊り上げてキャレージブロックを横移動させ、所
定の取付位置に外壁パネルを取り付けることが出来る。
[Operation] Since the wire rope was laid horizontally on the outer peripheral surface of the steel frame body via an intermediate support member so that the wire rope could not be loosened, and the carriage block was movably attached to the wire rope and the lifting device was attached. The outer wall panel can be mounted at a predetermined mounting position by hoisting the outer wall panel and moving the carriage block laterally.

【0006】[0006]

【実施例】以下、本発明の実施例を添付図面に基づいて
詳説する。図1は本発明の一実施例を示すもので、鉄骨
躯体1の外周面に索道2を設け、この索道2によって外
壁パネル3を吊り上げて所定の場所まで移動して取り付
ける。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG. 1 shows an embodiment of the present invention. A cableway 2 is provided on the outer peripheral surface of a steel frame body 1, and an outer wall panel 3 is lifted by this cableway 2 and moved to a predetermined place to be attached.

【0007】前記索道2は、鉄骨躯体1の外周面の両端
部に横架した主索例えばワイヤロープ4と、このワイヤ
ロープ4を張設状態に保持するために各柱1aに取り付
けた中間支持部材5と、ワイヤロープ4に沿って横移動
可能に取り付けられたキャレージブロック6とを備え、
且つキャレージブロック6には吊り下げロープ7を介し
て前記外壁パネル3を吊り上げる吊りビーム8が取り付
けられている。この時、キャレージブロックの台数を増
すこと、或は1台のキャレージブロックにおいて主索に
懸垂するシーブ間の距離を広げることにより、主索の下
がり量を低減させる方法も考えられる。
The cableway 2 is a main rope, for example, a wire rope 4 which is laid across both ends of the outer peripheral surface of the steel frame body 1, and an intermediate support attached to each column 1a for holding the wire rope 4 in a stretched state. A member 5 and a carriage block 6 mounted laterally movable along the wire rope 4,
A suspension beam 8 for suspending the outer wall panel 3 is attached to the carrage block 6 via a suspension rope 7. At this time, a method of reducing the amount of lowering of the main ropes can be considered by increasing the number of carriage blocks, or by increasing the distance between sheaves suspended in the main ropes in one carrage block.

【0008】前記ワイヤロープ4は図3に示すように、
両端部がコーナー用スナッチブロック9を介して躯体の
側面に引き込まれ、チルホールやレバーブロック等の緊
張用デバイス10に装着されると共に、使用時には所定
の張力が付与される。
The wire rope 4 is, as shown in FIG.
Both ends are drawn into the side surface of the body through the corner snatch blocks 9 and attached to a tensioning device 10 such as a chill hole or a lever block, and a predetermined tension is applied during use.

【0009】前記中間支持部材5は図7(イ) 、(ロ) に示
すようにフレーム5aの上部に吊り輪5bを有し、下部
にはガイドプレート5cが回転可能に取り付けられ、そ
のガイドプレート5cの上部は前記ワイヤロープ4を落
とし込む凹溝5dが施され、且つワイヤロープの外れ止
め金具5eが取り付けられている。
As shown in FIGS. 7 (a) and 7 (b), the intermediate support member 5 has a suspension ring 5b on an upper portion of a frame 5a, and a guide plate 5c is rotatably attached to a lower portion thereof. A concave groove 5d into which the wire rope 4 is dropped is formed on the upper portion of 5c, and a wire rope stopper 5e is attached.

【0010】この中間支持部材5は、図4、図5に示す
ように鉄骨躯体1の柱1aに係止した跳ね出し金具11
の先端に前記吊り輪5bを介して取り付けられ、その跳
ね出し金具11は柱1aに固定された取り付けプレート
12に支持ロープ13で吊り下げられている。
As shown in FIGS. 4 and 5, the intermediate support member 5 is a spring-out metal fitting 11 which is locked to the column 1a of the steel frame body 1.
Is attached to the tip of the via the suspension ring 5b, and the metal fitting 11 is hung by a support rope 13 on a mounting plate 12 fixed to the pillar 1a.

【0011】前記キャレージブロック6は図6(イ) 、
(ロ) に示すようにフレーム6aの上部に複数個(図例で
は2個)のシーブ6bを有し、このシーブ6bの支持軸
にはシーブ回転とは無関係に回動する可倒式の外れ止め
アーム6cがそれぞれ取り付けられている。外れ止めア
ーム6cは、キャレージブロック6がワイヤロープ4に
沿って横移動すると、図5に示すように中間支持部材5
のフレーム5aに当接する位置関係にあるが、当接した
際にはフレーム5aに押されて図6(イ) の矢印A方向に
回転し、そのフレーム5aを通過させた後は戻しバネ1
4により元の位置に自動復帰出来るようにしてある。従
って、キャレージブロック6は各中間支持部材5を円滑
に通過することが出来る。
The carriage block 6 is shown in FIG.
As shown in (b), a plurality of sheaves 6b (two in the illustrated example) are provided on the upper portion of the frame 6a, and the support shaft of the sheaves 6b is a retractable detachable member that rotates independently of the sheave rotation. Each stop arm 6c is attached. When the carrage block 6 laterally moves along the wire rope 4, the disengagement prevention arm 6c is provided with an intermediate support member 5c as shown in FIG.
Although it is in a positional relationship of abutting against the frame 5a, when it abuts, it is pushed by the frame 5a to rotate in the direction of arrow A in FIG. 6 (a), and after passing through the frame 5a, the return spring 1
It is possible to automatically return to the original position by 4. Therefore, the carriage block 6 can smoothly pass through each intermediate support member 5.

【0012】図5に示すように、キャレージブロック6
の下端部の両側には横行索用ワイヤロープ15がそれぞ
れ繋がれ、この横行索用ワイヤロープ15の端部は図2
のようにサドル支持ブラケット16を介して躯体内部に
引き込まれ、駆動装置(図略)により引くことでキャレ
ージブロック6を左又は右に横移動出来るようにしてあ
る。駆動装置としては、例えばキャプスタン方式、2台
のウインチによる巻き取り方式等を適用することが出
来、バッテリ等の駆動源を備えた自走方式にすることも
充分可能である。
As shown in FIG. 5, the carriage block 6
The wire rope 15 for traverse rope is connected to both sides of the lower end of the wire rope, and the end portion of the wire rope 15 for traverse rope is shown in FIG.
As described above, the carriage block 6 can be laterally moved to the left or right by being drawn into the inside of the body through the saddle support bracket 16 and pulled by a drive device (not shown). As the drive device, for example, a capstan system, a winding system using two winches, or the like can be applied, and a self-propelled system provided with a drive source such as a battery can be sufficiently used.

【0013】前記吊りビーム8は、図2に示すように両
端部にチェーンブロック17をそれぞれ有し、カーテン
ウォール等の外壁パネル3を吊り上げる。この時、前記
吊り下げロープ7は各階の階高に合わせた長さのものを
シャックル等簡便な方式で連結したものを使用すること
によって、施工階の上昇に伴い吊り下げロープ7を次第
に短く調整することが可能となる。更に、吊り下げロー
プ7の保護と円滑な横行動作を行うために、吊り下げロ
ープ7にはガイドローラのように転動可能な保護スリー
ブ18が取り付けられている。
The suspension beam 8 has chain blocks 17 at both ends as shown in FIG. 2, and suspends the outer wall panel 3 such as a curtain wall. At this time, the hanging ropes 7 are connected to each other by a simple method such as a shackle so that the hanging ropes 7 can be gradually shortened as the working floor rises. It becomes possible to do. Further, in order to protect the suspending rope 7 and perform a smooth traverse operation, a protective sleeve 18 which is rollable like a guide roller is attached to the suspending rope 7.

【0014】次に、外壁パネル3の取付方法について説
明すると、先ず図1のように搬入車Bの荷台からクレー
ンCにより外壁パネル3を吊り上げて鉄骨躯体1に設け
られた跳ね出し構台Dに一旦下すか、或は躯体内部に予
めストックしてある外壁パネル3を跳ね出し構台D上に
引き出して準備する。
Explaining the mounting method of the outer wall panel 3, first, as shown in FIG. 1, the outer wall panel 3 is lifted by the crane C from the loading platform of the carry-in vehicle B, and once placed on the pop-out gantry D provided on the steel frame body 1. The outer wall panel 3 which is either lowered or stocked in advance inside the body is pulled out and prepared on the gantry D.

【0015】前記キャレージブロック6を横移動させて
跳ね出し構台Dに位置付けし、躯体内にいる作業者が図
2に仮想線で示すようにチェーンブロック17を操作し
て外壁パネル3を吊り上げると共に、実線の矢印で示す
ようにキャレージブロック6を左方に移動させて取付場
所に位置決めし、この位置に待機している作業者がチェ
ーンブロック17を再び操作して外壁パネル3を徐々に
下げて所定の箇所に取り付ける。この場合、キャレージ
ブロック6を自走方式とし且つ無線等により遠隔操作出
来るように構成すると好ましい。
The carriage block 6 is laterally moved and positioned on the popping-out gantry D, and an operator in the body operates the chain block 17 to lift the outer wall panel 3 as shown by the phantom line in FIG. , The carriage block 6 is moved to the left as shown by the solid line arrow to be positioned at the mounting position, and the worker standing by at this position operates the chain block 17 again to gradually lower the outer wall panel 3. And attach it to the specified place. In this case, it is preferable that the carrage block 6 is of a self-propelled type and can be remotely controlled by radio or the like.

【0016】このような動作を繰り返すことにより、図
1に示すように外壁パネル3を鉄骨躯体1の外周面に順
次取り付けることが出来、同一階が終了したら順次階上
の取付作業に移る。即ち、前記ワイヤロープ4の横架位
置では作業が不可能になった場合には、ワイヤロープ4
を上階に盛り替えることにより、鉄骨躯体1の最上階ま
で外壁パネル3の取付作業を続行する。
By repeating such an operation, the outer wall panel 3 can be sequentially mounted on the outer peripheral surface of the steel frame body 1 as shown in FIG. 1, and when the same floor is completed, the mounting work on the upper floors is sequentially carried out. That is, when work cannot be performed at the horizontal position of the wire rope 4,
By relocating to the upper floor, the work of attaching the outer wall panel 3 is continued up to the uppermost floor of the steel frame body 1.

【0017】ワイヤロープ4の上階への盛り替えは、キ
ャレージブロック6を跳ね出し構台D上まで移動させ、
ここで吊りビーム8やチェーンブロック17等を取り外
して軽くした後、ワイヤロープ4を中間支持部材から外
して上階に移行させて横架し直せば良い。何れの構成部
材も作業者が運べる程度の重量であるから、クレーン等
の重機を使うことなく容易に盛り替えすることが出来
る。
To relocate the wire rope 4 to the upper floor, move the carrage block 6 up to the top of the gantry D,
Here, after the suspension beam 8 and the chain block 17 are removed and lightened, the wire rope 4 may be removed from the intermediate support member, moved to the upper floor and re-crossed. Since all the constituent members are of a weight that can be carried by an operator, they can be easily replaced without using a heavy machine such as a crane.

【0018】上記のように外壁パネル3の取付作業のみ
ならず、図1に示すようにゴンドラEを吊り下げること
により、下地金具の取り付けや、外壁のシールや清掃作
業等の外壁仕上げ工事にも使用することが可能である。
従って、外壁仕上げ作業のための足場が不要になる。図
示は省略したが、全天候型の仮設屋根外周部下面に設置
して、建物外周回りの揚重装置或はゴンドラ等の足場移
動装置として利用することも出来る。
Not only the work for mounting the outer wall panel 3 as described above, but also the work for mounting the base metal, and the outer wall finishing work such as sealing and cleaning the outer wall by suspending the gondola E as shown in FIG. It is possible to use.
Therefore, a scaffold for finishing the outer wall is unnecessary. Although illustration is omitted, it can be installed on the lower surface of the outer peripheral portion of the temporary roof of all-weather type and used as a hoisting device around the outer periphery of the building or a scaffold moving device such as a gondola.

【0019】尚、前記実施例においては、横行動作のみ
を動力で行い、上下動作は手動式チェーンブロックで行
う方法を示したが、これに限らず作業効率の観点から動
力式のチェーンブロックやホイストを用いることも可能
である。又、本実施例では同一階の外壁パネルを対象と
しているため揚程が少なくて済み、構成上クレーン機構
とは認められないため現場に設置した際に必要な法的機
関への届け出が不要になることもある。更に、柱に固定
した取り付けプレートは、使用後にコンクリートスラブ
内に埋設することでその切断や除去の手間を省くことが
出来る。
In the above embodiment, only the transverse movement is performed by power, and the vertical movement is performed by the manual chain block. However, the invention is not limited to this, and from the viewpoint of work efficiency, a power chain block or hoist is used. It is also possible to use. Further, in this embodiment, since the outer wall panel on the same floor is targeted, the lift is small, and since it is not recognized as a crane mechanism due to its configuration, it is not necessary to notify the legal institution required when it is installed on site. Sometimes. Furthermore, the mounting plate fixed to the pillar can be cut and removed by embedding it in the concrete slab after use.

【0020】[0020]

【発明の効果】以上説明したように、本発明によれば、
ワイヤロープを用いた索道の中央垂下量を低減させると
共に装備重量の軽い、索道を用いた外壁パネルの施工法
及びその装置を提供することが出来、構成部材が少なく
しかも構成機器単体の重量が人力で運べる程度で済むた
め、従来の横行レールシステムに比して下記のような優
れた効果が得られる。 設置、盛り替えが重機を使うことなく、簡単に行え
る。 システム重量が極めて軽いので、躯体への負担が少
なく、設置場所を問わない。 鋼材レール等に比べるとコストが格段に安く済む。 大型クレーンを他の作業に回せるため、費用の掛か
る大型クレーンの設置期間が短くて済む。 ゴンドラ等足場の移動が容易に出来、外部仕上げ作
業の能率が向上する。特に、横連窓の建物では効果が大
きい。 外壁仕上げ作業の無足場化に貢献出来る。
As described above, according to the present invention,
It is possible to provide a method for constructing an outer wall panel using a cableway and a device therefor, which reduces the central hanging amount of a cableway using a wire rope and has a light equipment weight. Since it can be carried around, it has the following excellent effects compared to the conventional traverse rail system. Installation and refilling can be done easily without using heavy machinery. Since the system weight is extremely light, the burden on the skeleton is small and it can be installed anywhere. The cost is much cheaper than steel rails. Since the large crane can be used for other work, the installation period of the expensive large crane can be shortened. Scaffolds such as gondola can be easily moved, improving the efficiency of external finishing work. Especially, the effect is great in a building with horizontal windows. It can contribute to making scaffolding for finishing outer walls.

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

【図1】 本発明の一実施例を示す説明図である。FIG. 1 is an explanatory diagram showing an embodiment of the present invention.

【図2】 施工装置の使用状態を示す概略正面図であ
る。
FIG. 2 is a schematic front view showing a usage state of the construction device.

【図3】 同、上面図である。FIG. 3 is a top view of the same.

【図4】 施工装置の要部を示す概略正面図である。FIG. 4 is a schematic front view showing a main part of the construction device.

【図5】 同、側面図である。FIG. 5 is a side view of the same.

【図6】 キャレージブロックの一例を示すもので、
(イ) はその正面図、(ロ) は側面図である。
FIG. 6 shows an example of a carriage block,
(A) is a front view thereof, and (B) is a side view thereof.

【図7】 中間支持部材の一例を示すもので、(イ) はそ
の一部破断の正面図、(ロ) は側面図である。
FIG. 7 shows an example of an intermediate support member, (a) is a partially cutaway front view, and (b) is a side view.

【符号の説明】[Explanation of symbols]

1…鉄骨躯体 1a…柱 2…索道 3…外壁パ
ネル 4…ワイヤロープ 5…中間支持部材 6
…キャレージブロック 7…吊り下げロープ 8…吊りビーム 9…コーナー用スナッチブロック
10…緊張用デバイス 11…跳ね出し金具 1
2…取り付けプレート 13…支持ロープ14…戻し
バネ 15…横行索用ワイヤロープ 16…サドル
支持ブラケット 17…チェーンブロック 18…
保護スリーブ
1 ... Steel frame 1a ... Pillar 2 ... Cableway 3 ... Outer wall panel 4 ... Wire rope 5 ... Intermediate support member 6
… Carrage block 7… Suspended rope 8… Suspended beam 9… Snatch block for corner
10 ... Tension device 11 ... Releasing bracket 1
2 ... Mounting plate 13 ... Support rope 14 ... Return spring 15 ... Traverse wire rope 16 ... Saddle support bracket 17 ... Chain block 18 ...
Protective sleeve

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨躯体に外壁パネルを取り付ける方法
において、前記鉄骨躯体の外周面に中間支持部材を介し
て主索を張設状態に横架すると共に横行移動装置を設
け、この横行移動装置により外壁パネルを吊り上げて横
移動させ、所定の位置に外壁パネルを取り付けることを
特徴とする索道を用いた外壁パネルの施工法。
1. A method of attaching an outer wall panel to a steel frame body, in which a main rope is horizontally stretched on an outer peripheral surface of the steel frame body via an intermediate support member and a traverse movement device is provided. A method for constructing an outer wall panel using cableways, characterized in that the outer wall panel is lifted and laterally moved, and the outer wall panel is attached to a predetermined position.
【請求項2】 鉄骨躯体の外周面に中間支持部材を介し
て張設状態に横架したワイヤロープと、このワイヤロー
プに横行移動可能に取り付けたキャレージブロックと、
このキャレージブロックに装着した吊り上げ装置とを少
なくとも備えた、索道を用いた外壁パネルの施工装置。
2. A wire rope horizontally stretched around an outer peripheral surface of a steel frame body with an intermediate support member interposed therebetween, and a carriage block movably attached to the wire rope.
An apparatus for constructing an outer wall panel using a cableway, which is provided with at least a hoisting device attached to this carrage block.
JP15644494A 1994-06-16 1994-06-16 Construction method of exterior wall panel using ropeway and device thereof Pending JPH084301A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15644494A JPH084301A (en) 1994-06-16 1994-06-16 Construction method of exterior wall panel using ropeway and device thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15644494A JPH084301A (en) 1994-06-16 1994-06-16 Construction method of exterior wall panel using ropeway and device thereof

Publications (1)

Publication Number Publication Date
JPH084301A true JPH084301A (en) 1996-01-09

Family

ID=15627889

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15644494A Pending JPH084301A (en) 1994-06-16 1994-06-16 Construction method of exterior wall panel using ropeway and device thereof

Country Status (1)

Country Link
JP (1) JPH084301A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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
AU2008261157B2 (en) * 2007-12-20 2011-08-11 Csr Building Products Limited Method and apparatus for movement of objects between spaced-apart locations
JP6258540B1 (en) * 2017-03-30 2018-01-10 Ykk Ap株式会社 Track device and panel body construction method
CN108978926A (en) * 2017-05-31 2018-12-11 五冶集团上海有限公司 A kind of installation method of Double-layer profiled steel sheet composite thermal-insulating wall inside profiled sheet

Cited By (5)

* Cited by examiner, † Cited by third party
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
AU2008261157B2 (en) * 2007-12-20 2011-08-11 Csr Building Products Limited Method and apparatus for movement of objects between spaced-apart locations
AU2008261157C1 (en) * 2007-12-20 2013-01-17 Csr Building Products Limited Method and apparatus for movement of objects between spaced-apart locations
JP6258540B1 (en) * 2017-03-30 2018-01-10 Ykk Ap株式会社 Track device and panel body construction method
CN108978926A (en) * 2017-05-31 2018-12-11 五冶集团上海有限公司 A kind of installation method of Double-layer profiled steel sheet composite thermal-insulating wall inside profiled sheet

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