JPH06167122A - Temporary roof device - Google Patents

Temporary roof device

Info

Publication number
JPH06167122A
JPH06167122A JP32021892A JP32021892A JPH06167122A JP H06167122 A JPH06167122 A JP H06167122A JP 32021892 A JP32021892 A JP 32021892A JP 32021892 A JP32021892 A JP 32021892A JP H06167122 A JPH06167122 A JP H06167122A
Authority
JP
Japan
Prior art keywords
roof
girder
support posts
work
elevating
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
JP32021892A
Other languages
Japanese (ja)
Inventor
Yoshiaki Ebara
吉明 江原
Katsuoki Hattori
勝興 服部
Toshiaki Hattori
敏昭 服部
Yoshirou Shirotsuka
芳郎 白塚
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.)
Konoike Construction Co Ltd
Original Assignee
Konoike Construction 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 Konoike Construction Co Ltd filed Critical Konoike Construction Co Ltd
Priority to JP32021892A priority Critical patent/JPH06167122A/en
Publication of JPH06167122A publication Critical patent/JPH06167122A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To prevent the delay of a term of works by a method wherein extensible stays each having a girder are erected on the outside of a body under construction, a traveling openable roof and an elevating work floor are installed, and a work, such as concreting, is carried out even during a rainy weather. CONSTITUTION:A plurality of stays 4 extensible upward are erected on the outside of a body 1 under construction and a temporary roof 7 comprising an outer roof unit 34a and an inner roof unit 34b is movably installed on a girder 5 installed to the stays 4. A work floor is elevatably installed between the stays 4. With the progress of a work, the stays 4 are extended and when a material is inputted, the roof 7 is slid for opening. This constitution causes prevention of a delay of a term of works through continuance of a work even during a rainy weather.

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、各種構造物、特に鉄筋
コンクリート造の構造物を建築する際に使用される仮設
屋根装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary roof device used for constructing various structures, particularly reinforced concrete structures.

【0002】[0002]

【従来の技術】建築工事は雨,雪等の天候に影響される
ところが大であり、如何に悪天候に左右されることなく
安定した施工を行うかは、建築工事における重要な課題
である。そこで、鉄骨柱を使用する鉄骨造の建造物の施
工においては、躯体を構成する鉄骨に該躯体の上方を覆
う仮設屋根を取付けて建築工事を行う例も見られた。
2. Description of the Related Art Construction work is greatly affected by weather such as rain and snow, and how to carry out stable construction without being affected by bad weather is an important issue in construction work. Therefore, in the construction of a steel-framed building using a steel frame column, there has been seen an example in which a temporary roof covering the upper part of the frame is attached to the steel frame forming the frame to perform the construction work.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の仮設屋根は、躯体の鉄骨に仮設屋根を取り付ける構
成であるため、鉄骨柱を使用しない鉄筋コンクリート造
の場合には、上記仮設屋根を取り付ける鉄骨がないこと
から、該仮設屋根を使用することができない。従って、
雨天等の悪天候の下での型枠を組んでコンクリートを打
設する等の作業は、雨ざらしの中で行わなければならな
かったり、あるいは、作業を中止しなければならなず、
作業環境の悪化と工期の遅延を余儀なくされていた。
However, since the above-mentioned conventional temporary roof has a structure in which the temporary roof is attached to the steel frame of the frame, in the case of a reinforced concrete construction that does not use steel columns, the steel frame to which the temporary roof is attached is Since it does not exist, the temporary roof cannot be used. Therefore,
Work such as placing a formwork and placing concrete under bad weather such as rainy weather must be done in the rain, or the work must be stopped,
The work environment was deteriorated and the construction period was delayed.

【0004】また、建築作業中には、建築資材を躯体の
上方から搬入する場合があることから、該建築資材等の
搬入を容易に行えるようにする必要もある。
Further, during construction work, building materials may be carried in from above the skeleton, so it is also necessary to make it easy to carry in the building materials and the like.

【0005】本発明は、上記従来の問題点に鑑みてなさ
れもので、特に、鉄骨柱を使用しない鉄筋コンクリート
造の建築物の施工を天候に左右されることなく行うこと
ができるようにして、工期が遅延するのを防止でき、し
かも、作業環境の向上を図ることができ、しかも、建築
資材等を容易に搬入することができる仮設屋根装置を提
供することを課題とする。
The present invention has been made in view of the above-mentioned conventional problems, and in particular, it enables the construction of a reinforced concrete construction without using steel columns to be carried out without being affected by the weather, It is an object of the present invention to provide a temporary roof device that can prevent the delay of the construction, can improve the working environment, and can easily carry in building materials and the like.

【0006】[0006]

【課題を解決するための手段】本発明が上記課題を解決
するために講じた技術的手段は、建築物の躯体1の外側
に立設され且つ上方に延設自在な複数の支持ポスト4
と、該支持ポスト4に昇降装置12を介して昇降自在に設
けられたガーダー5と、建築資材等を上方から搬入可能
なように該ガーダー5に支持され且つ該ガーダー5に沿
って走行移動自在な開閉用の屋根本体7とを備えてなる
ことにある。
The technical means taken by the present invention to solve the above-mentioned problems is to provide a plurality of support posts 4 which are erected on the outer side of the building body 1 and can be extended upward.
And a girder 5 provided on the support post 4 so as to be able to move up and down via an elevating device 12, and a girder 5 supported so that building materials and the like can be carried in from above and movable along the girder 5. And a roof main body 7 for opening and closing.

【0007】前記支持ポスト4の内、躯体1の同一側面
側に隣接して立設された2本の支持ポスト4に昇降装置
がそれぞれ設けられ、該昇降装置には、建築資材及び作
業者等を搭載可能な昇降作業床50が昇降自在に支持され
てなるのが好ましい。
Of the support posts 4, two lifting posts are provided on the two support posts 4 standing upright adjacent to each other on the same side of the body 1, and the lifting devices are provided with building materials, workers, etc. It is preferable that an elevating work floor 50 capable of mounting is supported so as to be vertically movable.

【0008】[0008]

【作用】本発明の仮設屋根において、屋根本体7は躯体
1の上方を覆うため、雨天の場合であっても工事を中断
する必要がなく、雨ざらしの中で工事をしなくても良
い。
In the temporary roof of the present invention, since the roof main body 7 covers the upper part of the skeleton 1, there is no need to interrupt the work even in the case of rain, and it is not necessary to work in the rain.

【0009】また、躯体1の上方に建築資材を搬入する
際には、屋根本体7をガーダー5に沿って移動させて開
放して行えば良く、搬入作業を容易に行うことができ
る。
Further, when the building material is carried in above the frame 1, the roof main body 7 may be moved along the girder 5 and opened to facilitate the carrying-in work.

【0010】しかも、躯体1の上層階の工事を行う場合
には、各支持ポスト4を延設し、昇降装置12を作動させ
ることにより、ガーダー5と共に屋根本体7を所定高さ
まで上昇させ保持することにより、躯体1の上面と屋根
本体7の下面側との間に、作業空間を確保することがで
きる。
In addition, when constructing the upper floors of the frame 1, the support posts 4 are extended and the elevating device 12 is operated to raise and hold the roof main body 7 together with the girder 5 to a predetermined height. As a result, a working space can be secured between the upper surface of the frame 1 and the lower surface side of the roof body 7.

【0011】[0011]

【実施例】以下、本発明の一実施例を鉄筋コンクリート
造の建築物を建築する場合について図面に基づいて説明
する。図1及び図4において、1は鉄筋コンクリート造
の建築物の建築作業中の躯体を示し、該躯体1は所謂全
天候型の仮設屋根3にてその上方が覆われている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention for constructing a reinforced concrete building will be described below with reference to the drawings. In FIGS. 1 and 4, reference numeral 1 denotes a skeleton of a building made of reinforced concrete during construction work, and the skeleton 1 is covered with a so-called all-weather temporary roof 3 above.

【0012】該仮設屋根3は、前記躯体1の両側に立設
された複数の支持ポスト4(本実施例では一側に3本の
支持ポスト4が立設されている。)と、該支持ポスト4
に支持され躯体1の両側に沿って設けられた一対のガー
ダー5と、両ガーダー5に走行自在に載置された屋根本
体7とを備えている。
The temporary roof 3 is provided with a plurality of support posts 4 which are erected on both sides of the skeleton 1 (three support posts 4 are erected on one side in this embodiment) and the supports. Post 4
It is provided with a pair of girders 5 supported on the both sides of the skeleton 1 and provided on both sides of the skeleton 1, and a roof main body 7 movably mounted on the both girders 5.

【0013】前記支持ポスト4は4本の鋼管6を主材と
して構成されたもので、該支持ポスト4を順次継ぎ足す
ことにより、上方に延設可能となっている。また、各支
持ポスト4と躯体1間にはポストサポート8が連結され
ると共に、該支持ポスト4の内側面(躯体1側)及び外
側(躯体1反対側)には、全長にわたってラックギヤ
9,9aがそれぞれ設けられている。
The support post 4 is composed of four steel pipes 6 as a main material, and can be extended upward by successively adding the support posts 4. Further, a post support 8 is connected between each support post 4 and the skeleton 1, and rack gears 9, 9a are provided on the inner side surface (the skeleton 1 side) and the outer side (the skeleton 1 opposite side) of the support post 4 over the entire length. Are provided respectively.

【0014】12は各支持ポスト4に昇降自在に設けられ
た昇降装置で、図7及び図8に示す如く複数の支持ロー
ラー13にて内側の鋼管6に支持されたフレーム枠体14が
設けられ、該フレーム枠体14から内側に突設された受台
15に前記ガーダー5がボルト15a により固定されてい
る。
Reference numeral 12 denotes an elevating device provided on each of the support posts 4 so as to be able to elevate and lower, and as shown in FIGS. 7 and 8, a frame frame body 14 supported by the inner steel pipe 6 by a plurality of support rollers 13 is provided. , A cradle projecting inward from the frame 14
The girder 5 is fixed to 15 by bolts 15a.

【0015】17はフレーム枠体14と共にガーダー5を昇
降させるための電動モータで、前記受台15の下方に設け
られている。該電動モータ17は、図9に示す如くフレー
ム枠体14に架設されたプレート体18にボルトを介して取
付けられ、その回転軸17aに固定されたピニオンギア19
が、前記支持ポスト4に設けられた内側のラックギヤ9
に螺合している。
Reference numeral 17 denotes an electric motor for raising and lowering the girder 5 together with the frame body 14, which is provided below the receiving base 15. As shown in FIG. 9, the electric motor 17 is attached to a plate body 18 mounted on a frame body 14 via bolts, and a pinion gear 19 fixed to a rotating shaft 17a of the pinion gear 19 is provided.
Is the inner rack gear 9 provided on the support post 4.
It is screwed to.

【0016】21は前記ガーダー5の昇降時のレベル誤差
を少なくするためのガーダー高さ調整装置で、前記電動
モータ17の下方に設けられている。該ガーダー高さ調整
装置21は、図10に示す如く装置本体22がフレーム枠体14
に支持体21aを介して取付けられ、該装置本体22には、
装置本体22から両端が突出する回転軸23が軸受けを介し
て回転自在に軸支されている。該回転軸23の一方には、
前記ラックギヤ9に螺合するピニオンギア25が固定され
ている。また、回転軸23の他方には、回転円板26が固定
され、該回転円板26には、等角度毎に突起27が複数設け
られている。
A girder height adjusting device 21 is provided below the electric motor 17 for reducing a level error when the girder 5 is raised and lowered. In the girder height adjusting device 21, as shown in FIG.
Is attached to the device main body 22 via a support 21a.
A rotary shaft 23, both ends of which project from the device body 22, is rotatably supported by bearings. On one of the rotary shafts 23,
A pinion gear 25 that is screwed into the rack gear 9 is fixed. A rotary disc 26 is fixed to the other side of the rotary shaft 23, and the rotary disc 26 is provided with a plurality of protrusions 27 at equal angles.

【0017】30は前記突起27に当接するローラー32を有
するリミットスイッチで、該リミットスイッチ30は、回
転円板26の回転によりローラー32が突起27に当接するす
ることにより信号を発し、その信号が制御装置28に送信
されるようになっている。
Reference numeral 30 denotes a limit switch having a roller 32 which comes into contact with the projection 27. The limit switch 30 gives a signal when the roller 32 comes into contact with the projection 27 by the rotation of the rotary disc 26, and the signal is transmitted. It is adapted to be transmitted to the control device 28.

【0018】即ち、制御装置28は、図11に示す如く各支
持ポスト4に設けられた昇降装置12のリミットスイッチ
30の信号により、各昇降装置12の前記電動モータ17を停
止させると共に、全てのリミットスイッチ30の信号を受
信した後に、再び各電動モータ17を駆動させてガーダー
5の上昇を行うようになっている。尚、図7及び図8に
示す31a 及び31b はフレーム枠体14に固定された点検用
の踊場である。
That is, the control device 28 is a limit switch for the lifting device 12 provided on each support post 4 as shown in FIG.
The electric motor 17 of each lifting device 12 is stopped by the signal of 30, and after receiving the signals of all the limit switches 30, the electric motors 17 are driven again to raise the girder 5. There is. In addition, 31a and 31b shown in FIG. 7 and FIG. 8 are landings for inspection fixed to the frame body 14.

【0019】前記屋根本体7は、上下二段に分割された
外屋根ユニット34aと内屋根ユニット34b とから構成さ
れ、各屋根ユニット34a,34b は、軽量鋼管を主材とし
た鉄骨トラス梁35上に防水及び防災膜材36を張設したも
ので、平面視矩形状を呈しており、各内外屋根ユニット
34a,34b の走行方向の長さL1,L2は等しく設定さ
れると共に、内屋根ユニット34b のスパンL3は躯体1
のスパンよりも長く設定され、これら内外屋根ユニット
34a,34b は閉塞時に躯体1上方を覆うようになってい
る。
The roof main body 7 is composed of an outer roof unit 34a and an inner roof unit 34b which are divided into upper and lower tiers. Each roof unit 34a, 34b is mounted on a steel truss beam 35 mainly made of lightweight steel pipe. The waterproof and disaster prevention membrane material 36 is stretched over and has a rectangular shape in plan view.
The lengths L1 and L2 of the traveling directions of 34a and 34b are set to be equal, and the span L3 of the inner roof unit 34b is set to the frame 1
These inner and outer roof units are set longer than the span of
34a and 34b are designed to cover the upper part of the body 1 when closed.

【0020】内外屋根ユニット34a,34b は、その下端
部に取付けられたローラー39a,39bを具備した複数個
の脚部38でガーダー5のレール上に支持されている。即
ち、図7に示す如く外屋根ユニット34a側のローラー39
aは、前記ガーダー5の上端に設けられた外側レール部
40aに、内屋根ユニット34b のローラー39bは、内側レ
ール部40bにそれぞれ転動自在に載置されている。
The inner and outer roof units 34a, 34b are supported on the rails of the girder 5 by a plurality of legs 38 having rollers 39a, 39b attached to the lower ends thereof. That is, as shown in FIG. 7, the roller 39 on the outer roof unit 34a side
a is an outer rail portion provided on the upper end of the girder 5.
The rollers 39b of the inner roof unit 34b are rotatably mounted on the inner rail portion 40b.

【0021】43は、図5に示す如く前記外屋根ユニット
34aを外側レール部40aに沿って走行させるための走行
装置で、ガーダー5の一方に配置された電動モータ44
と、該電動モータ44に回転駆動される回転プーリー45と
ガーダー5の他方に回転自在に取付けられたプーリー46
に巻き掛けられると共に、両端が前後の脚部38にそれぞ
れ連結された走行用ワイヤー47とからなる。従って、外
屋根ユニット34aは電動モータ44によりワイヤー47を牽
引させてガーダー5全長にわたって走行自在で且つ任意
の位置で停止可能である。尚、ガーダー5の両端にはリ
ミットスイッチ(図示省略)が設けられており、外屋根
ユニット34aの位置決めが行われる。
43 is the outer roof unit as shown in FIG.
A traveling device for traveling 34a along the outer rail portion 40a, which is an electric motor 44 arranged on one side of the girder 5.
And a pulley 46 rotatably driven by the electric motor 44 and a pulley 46 rotatably attached to the other of the girder 5.
It is composed of a traveling wire 47 which is wound around and is connected to the front and rear legs 38, respectively. Therefore, the outer roof unit 34a can be run over the entire length of the girder 5 by pulling the wire 47 by the electric motor 44 and can be stopped at any position. Limit switches (not shown) are provided at both ends of the girder 5 to position the outer roof unit 34a.

【0022】また、前記内屋根ユニット34bも別の電動
モータ43によりワイヤー47bを牽引させてガーダー5全
長にわたって走行自在で且つ任意の位置で停止可能であ
る。50は図3に示す如く所定の建築機材及び作業者を運
搬する昇降作業床で、両支持ポスト4間に架設されてい
る。該昇降作業床50の両端には、前記昇降装置12と同様
の昇降装置がそれぞれ設けられ、前記支持ポスト4の外
側面にガーダー5昇降用とは別に設けられたラックギヤ
9aと噛み合うピニオンギアの回転により、昇降自在であ
る。
Further, the inner roof unit 34b can also run over the entire length of the girder 5 by pulling the wire 47b by another electric motor 43 and can be stopped at any position. As shown in FIG. 3, reference numeral 50 denotes an elevating work floor for carrying predetermined building equipment and workers, which is installed between both support posts 4. Elevating devices similar to the elevating device 12 are provided at both ends of the elevating work floor 50, and rack gears are provided on the outer surface of the support post 4 separately from the elevating girder 5.
It can be raised and lowered by rotating the pinion gear that meshes with 9a.

【0023】52は前記昇降作業床50が架設された支持ポ
スト4以外の支持ポスト4に昇降且つ保持自在に設けら
れた人荷用エレベータで、該人荷用エレベータ52におい
ても支持ポスト4の外側面に設けられたラックギヤ9aを
利用して単一の支持ポスト4に沿って昇降する小型のエ
レベータである。
Reference numeral 52 denotes an elevator for a manpower which is provided on support posts 4 other than the support posts 4 on which the elevating work floor 50 is erected so as to be lifted and held, and the elevator 52 for the manpower is also provided outside the support posts 4. It is a small elevator that moves up and down along a single support post 4 using a rack gear 9a provided on the side surface.

【0024】次に、上記構成からなる仮設屋根を使用し
て建設工事を行う場合について説明する。先ず、躯体1
の両側に支持ポスト4をそれぞれ立設し、各支持ポスト
4に昇降装置12を取り付けた後に、各昇降装置12を作動
させて受台15を同等高さに揃え、各受台15にガーダー5
を載置して固定する。
Next, a case where construction work is performed using the temporary roof having the above structure will be described. First, body 1
The support posts 4 are erected on both sides of each of the support posts 4, the lifting devices 12 are attached to the support posts 4, and then the lifting devices 12 are operated to align the pedestals 15 at the same height.
Place and fix.

【0025】一方、地上の別の場所にて梁35を組み立て
膜材36を張ることにより内外屋根ユニット34a,34b を
形成し、そして、内外屋根ユニット34a,34b をクレ−
ンで吊り上げ、既に設置されたガーダー5上に据え付け
るのである。内外屋根ユニット34a,34b をガーダー5
に据え付けた後に、走行用ワイヤー47,47b と内外屋根
ユニット34a,34b とを連結すると共に、走行装置43の
所定の電気配線を行う。尚、このとき、躯体1の上面と
屋根本体7の下面との間には、作業空間Aが設けられて
いる。
On the other hand, the inner and outer roof units 34a and 34b are formed by assembling the beam 35 at another place on the ground and stretching the membrane material 36, and then the inner and outer roof units 34a and 34b are closed.
The girder 5 is lifted up and installed on the already installed girder 5. The inner and outer roof units 34a and 34b are attached to the girder 5.
After the installation, the traveling wires 47 and 47b are connected to the inner and outer roof units 34a and 34b, and predetermined traveling wiring of the traveling device 43 is performed. At this time, a working space A is provided between the upper surface of the frame 1 and the lower surface of the roof body 7.

【0026】更に、クレーンで躯体1の上面に資材等を
搬入する場合には、走行装置43を作動させて走行用ワイ
ヤー47,47bを引張り、内外屋根ユニット34a,34b を
開放する。即ち、例えば、図6(イ)に示す如く閉塞状
態にある内外屋根ユニット34a,34b を、同図(ロ)に
示す如くガーダー5の一方に移動させると、内外屋根ユ
ニット34a,34b 全体が完全に重合し、屋根の開放率は
50%となり、ガーダー5間の開口部32から建築資材等を
搬入することができるのである。
Further, when a material or the like is carried in on the upper surface of the skeleton 1 by a crane, the traveling device 43 is operated to pull the traveling wires 47, 47b and open the inner and outer roof units 34a, 34b. That is, for example, when the inner and outer roof units 34a and 34b in the closed state as shown in FIG. 6A are moved to one of the girders 5 as shown in FIG. 6B, the entire inner and outer roof units 34a and 34b are completely removed. The roof open rate
It becomes 50%, and building materials and the like can be carried in through the openings 32 between the girders 5.

【0027】また、内外屋根ユニット34a,34b は個々
に独立して走行自在であることから、内外屋根ユニット
34a,34b は同図(ハ)に示す如く、内外屋根ユニット
34a,34b を重合させた状態でガーダー5の中央に位置
させて両側から建築資材等を搬入することもできる。従
って、資材等は躯体1上面の任意の位置及びその側方に
搬入することができる。また、同図(イ)に示す如く内
外屋根ユニット34a,34b を閉塞しておくことにより、
屋根本体7にて躯体1を覆うことが可能となり、降雨時
等の悪条件下であっても、良好な作業状況で工事可能と
なる。
Further, since the inner and outer roof units 34a and 34b can independently and independently run, the inner and outer roof units
34a and 34b are inner and outer roof units as shown in FIG.
It is also possible to position the center of the girder 5 in a state where the 34a and 34b are superposed and to carry in building materials and the like from both sides. Therefore, the material or the like can be carried in to any position on the upper surface of the body 1 and to the side thereof. Further, by closing the inner and outer roof units 34a and 34b as shown in FIG.
It is possible to cover the skeleton 1 with the roof main body 7, and it is possible to perform construction under good working conditions even under adverse conditions such as rainfall.

【0028】更に、躯体1の上層階への建築に伴い、屋
根本体7を上昇する際には、新たな支持ポスト4をクレ
ーンをで吊り上げ、立設されている各支持ポスト4の上
端に継ぎ足すことにより、各支持ポスト4を延設する。
次に、各昇降装置12を作動させると電動モータ17の駆動
によりピニオンギア19がラックギヤ9上を転動するた
め、各昇降装置12はガーダー5を上昇させる。このガー
ダー5の上昇時には、前記高さ調整装置21のピニオンギ
ア25を介して回転円板26が回転する。該回転円板26が回
転すると突起27がリミットスイッチ30を作動させ、その
信号が制御装置28に送信される。制御装置28はその信号
に基づき、リミットスイッチ30が作動した昇降装置12を
停止させる。
Further, when the roof main body 7 is raised due to the construction on the upper floors of the frame 1, a new support post 4 is lifted by a crane and joined to the upper end of each of the support posts 4 standing upright. By adding, each support post 4 is extended.
Next, when each lifting device 12 is actuated, the pinion gear 19 rolls on the rack gear 9 by the drive of the electric motor 17, so that each lifting device 12 raises the girder 5. When the girder 5 is raised, the rotary disc 26 rotates via the pinion gear 25 of the height adjusting device 21. When the rotary disc 26 rotates, the protrusion 27 actuates the limit switch 30, and the signal is transmitted to the control device 28. Based on the signal, the control device 28 stops the lifting device 12 with the limit switch 30 actuated.

【0029】そして、制御装置28は全てのリミットスイ
ッチ30の信号を受信した後に、再び各昇降装置12を作動
させてガーダー5の上昇を行うのである。このように、
ガーダー5の上昇に際しては、例えば全体が約3400mmの
距離の昇降を一回につき約378 mmずつ9回に分けて行
い、仮にガーダー5に歪みがあった場合でも、屋根本体
7上昇時のレベル誤差を少なくして修正でき、左右のガ
ーダー5のバランスをとりつつ屋根本体7の上昇を確実
に行えるのである。
After the control device 28 receives the signals from all the limit switches 30, the elevating device 12 is activated again to raise the girder 5. in this way,
When the girder 5 is raised, for example, the entire distance of about 3400 mm is raised and lowered in nine steps of about 378 mm each time, and even if the girder 5 is distorted, the level error when the roof body 7 is raised It is possible to correct it by reducing the amount, and it is possible to surely raise the roof main body 7 while balancing the left and right girders 5.

【0030】尚、本発明は上記実施例に限定されるもの
ではなく、例えば、上記実施例では躯体1として鉄筋コ
ンクリート造の建築物を例示したが、躯体1は鉄骨柱を
使用する鉄骨造の建築物にも採用できることは無論であ
り、この場合においても、屋根本体7の上昇は昇降装置
12にて行うので、クレーンで屋根本体7を上昇させる必
要がなく、屋根本体7の上昇作業を迅速且つ確実に行う
ことが可能となる。
The present invention is not limited to the above-mentioned embodiment. For example, in the above-mentioned embodiment, a building made of reinforced concrete is exemplified as the skeleton 1, but the skeleton 1 is a steel-framed construction using steel columns. Needless to say, it can be used for a thing, and even in this case, the lifting of the roof body 7 is performed by the lifting device.
Since it is performed at 12, it is not necessary to raise the roof main body 7 with a crane, and it is possible to perform the raising operation of the roof main body 7 quickly and reliably.

【0031】また、上記実施例では、屋根本体7として
一対の内外屋根ユニット34a,34bを例示したが、図3
に仮想線で示す如くガーダー5を適宜延設し、更に別の
内外屋根ユニット34a,34b を設けることも可能であ
る。
In the above embodiment, a pair of inner and outer roof units 34a and 34b is illustrated as the roof body 7, but FIG.
It is also possible to appropriately extend the girder 5 as shown by the phantom line and further provide other inner and outer roof units 34a and 34b.

【0032】しかも、支持ポスト4も前記の構成以外で
あっても良く、その数も任意に設定可能である。しか
も、支持ポスト4に取付けられる昇降装置12の機構もラ
ックピニオン機構以外に、支持ポスト4の上下端にスプ
ロケットを設け、両スプロケットに巻き掛けられたチェ
ーン又はワイヤーにて昇降装置12を昇降させる構成であ
っても良く、昇降装置12の構成は適宜設計変更可能であ
る。更に、昇降装置12は全ての支持ポスト4に設ける必
要はなく、屋根本体7を水平に昇降させ且つ保持するの
に支障とならない範囲で任意の支持ポスト4に取付け可
能である。
Moreover, the support posts 4 may have a configuration other than the above, and the number thereof can be set arbitrarily. In addition to the rack and pinion mechanism, sprockets are provided at the upper and lower ends of the support posts 4 in addition to the mechanism of the lifting device 12 attached to the support posts 4, and the lifting device 12 is lifted and lowered by a chain or wire wound around both sprockets. The design of the configuration of the lifting device 12 can be changed as appropriate. Further, the elevating device 12 does not have to be provided on all the support posts 4, and can be attached to any support post 4 within a range that does not hinder the vertical movement and holding of the roof body 7.

【0033】更に、屋根本体7のレベル調整を行う際
に、上記実施例では9回に分けて行ったが、回転円板26
に設けられる突起27の個数を増減することにより、任意
の回数にてレベル調整を行うことが可能であり、更に、
昇降装置12の位置を検出するセンサーは、上記リミット
スイッチ30に限定されるものではなく、例えば、回転軸
23の回転角度を検出するエンコーダー、光センサー等で
あっても良く、その他、各部材の構成も任意に設計変更
自在である。
Further, when the level of the roof main body 7 is adjusted, it is divided into 9 times in the above embodiment, but the rotary disc 26
By increasing or decreasing the number of protrusions 27 provided in the, it is possible to adjust the level at any number of times, further,
The sensor that detects the position of the lifting device 12 is not limited to the limit switch 30 described above, and may be, for example, a rotary shaft.
An encoder for detecting the rotation angle of 23, an optical sensor, or the like may be used, and the configuration of each member may be arbitrarily changed in design.

【0034】[0034]

【発明の効果】以上のように本発明は、建築物の躯体の
外側に立設され且つ上方に延設自在な複数の支持ポスト
と、該支持ポストに昇降装置を介して昇降自在に設けら
れたガーダーと、建築資材等を上方から搬入可能なよう
に該ガーダーに支持され且つ該ガーダーに沿って走行移
動自在な開閉用の屋根本体とを備えてなるので、鉄骨柱
を使用しない鉄筋造の建築物であっても、雨等の悪天候
に影響されることなく、建築工事を行うことができ、工
期の遅延を防止できると共に、作業環境の向上を図るこ
とが可能となる。
INDUSTRIAL APPLICABILITY As described above, the present invention is provided with a plurality of support posts which are erected on the outer side of the frame of a building and can be extended upward, and the support posts which can be raised and lowered through an elevating device. Girder, and a roof main body for opening and closing, which is supported by the girder so that building materials and the like can be carried in from above, and is movable and movable along the girder, so that it is of a reinforced structure that does not use steel columns. Even a building can be constructed without being affected by bad weather such as rain, a delay in the construction period can be prevented, and a working environment can be improved.

【0035】また、開閉用の屋根本体が建築資材等を上
方から搬入可能なようにガーダーに沿って走行移動自在
なので、建築資材等を躯体に搬入する際に、該屋根本体
を開放して行うことができ、屋根本体が邪魔になること
がなく、建築資材の搬入を容易に行うことが可能とな
る。
Further, since the roof main body for opening and closing is movable and movable along the girder so that the building materials and the like can be carried in from above, the roof main body is opened when carrying the building materials and the like into the frame. Therefore, it is possible to easily carry in the building material without disturbing the roof body.

【0036】しかも、屋根本体を支持ポストに設けられ
た昇降装置にて上昇させる場合には、クレーンにて屋根
本体を上昇するのに比し、屋根本体の上昇作業を容易且
つ迅速に行うことができ、実用的価値は著大である。
Moreover, when the roof main body is lifted by the lifting device provided on the support post, the work of raising the roof main body can be performed easily and quickly as compared with the case where the roof main body is lifted by the crane. It is possible and has practical value.

【0037】更に、前記支持ポストの内、躯体の同一側
面側に隣接して立設された2本の支持ポストに昇降装置
がそれぞれ設けられ、該昇降装置には、建築資材及び作
業者等を搭載可能な昇降作業床が昇降自在に支持されて
いる場合には、別途昇降作業床を支持する支柱が不要と
なり、該支持ポストを有効に利用できる利点がある。
Further, of the supporting posts, two lifting posts are provided respectively on two supporting posts which are erected adjacent to each other on the same side face of the body, and the lifting devices are provided with building materials and workers. When the elevating work floor that can be mounted is supported so as to be able to move up and down, a column for separately supporting the elevating work floor becomes unnecessary, and there is an advantage that the support post can be effectively used.

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

【図1】本発明の第1実施例を示す斜視図。FIG. 1 is a perspective view showing a first embodiment of the present invention.

【図2】同全体正面図。FIG. 2 is a front view of the same.

【図3】同全体側面図。FIG. 3 is a side view of the same.

【図4】同要部を示す正面図。FIG. 4 is a front view showing the main part.

【図5】屋根本体を示す概略側面図。FIG. 5 is a schematic side view showing a roof body.

【図6】屋根本体の開閉状態を示し、(イ)は閉塞状態
の平面図、(ロ)はガーダーの一方を開放した状態の平
面図、(ハ)はガーダーの両側を開放した状態の平面
図。
[Fig. 6] Fig. 6 shows an open / closed state of the roof body, (a) is a plan view of a closed state, (b) is a plan view of one of the girders open, and (c) is a plan view of both sides of the girder open. Fig.

【図7】昇降装置の正面図。FIG. 7 is a front view of the lifting device.

【図8】昇降装置の側面図。FIG. 8 is a side view of the lifting device.

【図9】昇降装置の要部を示す断面平面図。FIG. 9 is a cross-sectional plan view showing the main parts of the lifting device.

【図10】ガーダー高さ調整装置を示し、(イ)は断面平
面図、(ロ)は同側面図。
FIG. 10 shows a girder height adjusting device, in which (a) is a sectional plan view and (b) is a side view thereof.

【図11】昇降装置の作動状態を示す説明図。FIG. 11 is an explanatory diagram showing an operating state of the lifting device.

【符号の説明】[Explanation of symbols]

1…躯体、4…支持ポスト、5…ガーダー、7…屋根本
体、12…昇降装置、34a …外屋根ユニット、34b …内屋
根ユニット、43…走行装置
DESCRIPTION OF SYMBOLS 1 ... Body, 4 ... Support post, 5 ... Girder, 7 ... Roof main body, 12 ... Elevating device, 34a ... Outer roof unit, 34b ... Inner roof unit, 43 ... Traveling device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築物の躯体(1)の外側に立設され且
つ上方に延設自在な複数の支持ポスト(4)と、該支持
ポスト(4)に昇降装置(12)を介して昇降自在に設け
られたガーダー(5)と、建築資材等を上方から搬入可
能なように該ガーダー(5)に支持され且つ該ガーダー
(5)に沿って走行移動自在な開閉用の屋根本体(7)
とを備えてなることを特徴とする仮設屋根装置。
1. A plurality of support posts (4) which are erected on the outer side of a building body (1) and extend upward, and are raised and lowered to and from the support posts (4) through a lifting device (12). A freely installed girder (5) and a roof main body (7) for opening and closing which is supported by the girder (5) so that building materials and the like can be carried in from above and which is movable along the girder (5). )
And a temporary roof device.
【請求項2】 前記支持ポスト(4)の内、躯体(1)
の同一側面側に隣接して立設された2本の支持ポスト
(4)に昇降装置がそれぞれ設けられ、該昇降装置に
は、建築資材及び作業者等を搭載可能な昇降作業床50が
昇降自在に支持されてなる請求項1に記載の仮設屋根装
置。
2. The skeleton (1) of the support posts (4)
Elevating devices are respectively provided on two support posts (4) standing adjacent to each other on the same side surface of the elevating device, and an elevating and lowering work floor 50 on which building materials and workers can be mounted is elevated and lowered. The temporary roof device according to claim 1, wherein the temporary roof device is supported freely.
JP32021892A 1992-11-30 1992-11-30 Temporary roof device Pending JPH06167122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32021892A JPH06167122A (en) 1992-11-30 1992-11-30 Temporary roof device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32021892A JPH06167122A (en) 1992-11-30 1992-11-30 Temporary roof device

Publications (1)

Publication Number Publication Date
JPH06167122A true JPH06167122A (en) 1994-06-14

Family

ID=18119044

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32021892A Pending JPH06167122A (en) 1992-11-30 1992-11-30 Temporary roof device

Country Status (1)

Country Link
JP (1) JPH06167122A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010013870A (en) * 2008-07-04 2010-01-21 Kajima Corp Roof frame construction method, and movement prevention device and lift prevention device for use in the same
KR20170004063A (en) * 2015-07-01 2017-01-11 정길 All weather covering structure for construction with gang form building and removing device
CN108824121A (en) * 2018-07-20 2018-11-16 四川瑞通工程建设集团有限公司 A kind of rainy day asphalt pavement construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010013870A (en) * 2008-07-04 2010-01-21 Kajima Corp Roof frame construction method, and movement prevention device and lift prevention device for use in the same
KR20170004063A (en) * 2015-07-01 2017-01-11 정길 All weather covering structure for construction with gang form building and removing device
CN108824121A (en) * 2018-07-20 2018-11-16 四川瑞通工程建设集团有限公司 A kind of rainy day asphalt pavement construction method
CN108824121B (en) * 2018-07-20 2021-02-09 四川瑞通工程建设集团有限公司 Construction method of asphalt pavement in rainy days

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