JPH0559822A - Method of constructing building - Google Patents

Method of constructing building

Info

Publication number
JPH0559822A
JPH0559822A JP22267291A JP22267291A JPH0559822A JP H0559822 A JPH0559822 A JP H0559822A JP 22267291 A JP22267291 A JP 22267291A JP 22267291 A JP22267291 A JP 22267291A JP H0559822 A JPH0559822 A JP H0559822A
Authority
JP
Japan
Prior art keywords
rain cover
construction
building
waterproof sheet
steel frame
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
JP22267291A
Other languages
Japanese (ja)
Inventor
Minoru Niwa
稔 丹羽
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP22267291A priority Critical patent/JPH0559822A/en
Publication of JPH0559822A publication Critical patent/JPH0559822A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To carry out a work after a steelwork is built with no affection by a weather without greatly increasing the construction cost. CONSTITUTION:During construction of a steelwork structure building, a water- proof sheet 2A is laid so that an upper part of a steelwork structure 1 which has been beforehand constructed is covered with the sheet 2A, and is secured thereto. Air-bags 2B are inflated so as to locally lift up the water-proof sheet 2A. Accordingly, a rain tight cover 2 having a water grade is formed. In such a condition that the cover 2 is laid, working steps at least up to application of a roof in a process of constructing a steelwork structure building are carried out, and then the cover 2 is withdrawn.

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、鉄骨造り(S造り)や
鉄骨鉄筋コンクリート造り(SRC造り)、鉄筋コンク
リート造り(RC造り)の建物の施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a steel frame building (S structure), a steel frame reinforced concrete structure (SRC structure), or a reinforced concrete structure (RC structure).

【0002】[0002]

【従来の技術】建物の施工のうち屋根が出来るまでの工
程では、雨が降ると、作業性及び安全性が低下し、一般
には作業が中断する。このことは、工期の不当な長期化
を招来したり日程の定め方をむずかしくさせたりするの
みならず、日曜や休日の作業を強いて作業条件の悪化を
招来する。そこで、従来では、鉄骨造りの建物では施工
の初期に最上階までの鉄骨建方が行われることに着目し
て、鉄骨建方後に最上階のスラブ(屋根)を先行して作
製してそのスラブを雨覆いとすることで、天候に左右さ
れずに以後の作業を行えるようにした施工技術が知られ
ている。
2. Description of the Related Art In the process of building a roof in construction of a building, if it rains, workability and safety are deteriorated, and the work is generally interrupted. This not only leads to an unreasonable lengthening of the work period and makes it difficult to set the schedule, but it also compels the work conditions on Sundays and holidays to deteriorate the working conditions. Therefore, in the past, in a steel-framed building, focusing on the fact that the steel erection to the uppermost floor is performed in the early stage of construction, the slab (roof) on the uppermost floor is manufactured first after the steel frame erection. There is known a construction technique that makes it possible to perform the subsequent work regardless of the weather by making the rain cover.

【0003】[0003]

【発明が解決しようとする課題】しかし、前記の施工技
術では、鉄骨鉄筋コンクリート造りや鉄筋コンクリート
造りの建物を対象とすることができないことはもちろ
ん、鉄骨造りの建物出会っても、各階のスラブに先行し
て最上階のスラブを作製する施工では、下のスラブから
順に作製して最後に最上階のスラブを作製する普通一般
の施工に比較して、最上階のスラブを作製する際、資材
置場などとして利用できる下階のスラブがないことによ
り、落下事故に対する安全対策が難しく、しかも、多量
に必要となるスラブ作製用の資材を必要になる毎に地上
からいちいち揚重する必要があり、その上、鉄骨構造体
の変形が下階のスラブで防止されていない状態でのスラ
ブ作製となることにより、下階のスラブに代わって鉄骨
構造体の変形を防止する補強を別途設ける必要がある。
従って、従来の技術によるときは、最上階のスラブ、つ
まり、雨覆いの作製に手数及びコストがかかり、これが
原因で大幅なコストアップを招来していた。本発明の目
的は、各種造りの建物の施工に適用でき、しかも、大幅
なコストアップを招来することなく、施工作業の大部
分、特に鉄骨造り建物では鉄骨建方後の施工を天候に左
右されずに行える施工方法を提供する点にある。
However, with the above construction technique, it is not possible to target steel-framed reinforced concrete structures and reinforced concrete-made buildings. In the construction of manufacturing the top slab, the slab is manufactured in order from the bottom and finally the slab of the top floor is manufactured. Since there is no slab on the lower floor available, it is difficult to take safety measures against a fall accident, and it is necessary to lift a large amount of necessary slab manufacturing material from the ground every time it is needed. Prevents deformation of the steel structure in place of the slab of the lower floor by making the slab in a state where the deformation of the steel structure is not prevented by the slab of the lower floor It is necessary to separately provide the reinforcement that.
Therefore, according to the conventional technique, it takes time and cost to manufacture the uppermost slab, that is, the rain cover, and this causes a large increase in cost. The object of the present invention can be applied to the construction of buildings of various structures, and most of the construction work, especially in steel-framed buildings, depends on the weather without affecting the construction cost. The point is to provide a construction method that can be carried out without using it.

【0004】[0004]

【課題を解決するための手段】本発明による建物の施工
方法の第一の特徴は、建物構築予定箇所の外周に足場を
設置し、前記建物構築予定箇所の上部を覆う状態に防水
シートを前記足場に固定するとともに、エアーバッグを
膨らませて防水シートを局所的に持上げることにより、
水勾配を有する雨覆いを作製設置し、その雨覆い(2)
を設置した状態で建物の施工を行うとともに、その施工
に伴い建物の高さが高くなるごとに前記雨覆いを上方に
移動させ、建物の屋根の施工を行った後に前記雨覆いを
撤去する点にある。
The first feature of the method for constructing a building according to the present invention is to install a scaffold on the outer periphery of the planned construction site and to install the waterproof sheet in a state of covering the upper part of the planned construction site. By fixing it to the scaffold and inflating the airbag to locally lift the waterproof sheet,
Create and install a rain cover with a water gradient, and the rain cover (2)
With the construction of the building installed, the rain cover is moved upward every time the height of the building increases due to the construction, and the rain cover is removed after the roof of the building is constructed. ..

【0005】本発明による建物の施工方法の第二の特徴
は、建物構築予定箇所の外周に足場を設置し、構築予定
建物よりも高い位置で前記建物構築予定箇所の上部を覆
う状態に防水シートを前記足場に固定するとともに、エ
アーバッグを膨らませて防水シートを局所的に持上げる
ことにより、水勾配を有する雨覆いを作製設置し、その
雨覆いを設置した状態で建物の施工のうち少なくとも屋
根の施工までを行い、その後に雨覆いを撤去する点にあ
る。
The second feature of the method of constructing a building according to the present invention is that the scaffold is installed around the planned construction site, and the waterproof sheet covers the upper part of the planned construction site at a position higher than the planned construction site. By fixing the above to the scaffolding, inflating the air bag and locally lifting the waterproof sheet, a rain cover with a water gradient is prepared and installed, and at least the roof construction of the building construction with the rain cover installed. Until the rain cover is removed.

【0006】本発明による建物の施工方法の第三の特徴
は、鉄骨造りの建物の構築工程のうちの鉄骨建方後に、
鉄骨構造体の上部を覆う状態に防水シートを敷いて固定
するとともに、エアーバッグを膨らませて防水シートを
局所的に持上げることにより、水勾配を有する雨覆いを
作製設置し、その雨覆いを設置した状態で鉄骨造り建物
の施工のうち少なくとも屋根の施工までを行い、その後
に雨覆いを撤去する点にある。
The third feature of the method for constructing a building according to the present invention is that after the steel frame is erected in the construction process of the steel frame building,
A waterproof cover is laid and fixed so as to cover the upper part of the steel frame structure, and the airbag is inflated to locally lift the waterproof sheet to create and install a rain cover having a water gradient, and the rain cover is installed. In the construction of the steel frame building, at least the construction of the roof is performed, and then the rain cover is removed.

【0007】[0007]

【作用】第一及び第二の特徴によれば建物の施工のうち
屋根までの施工、また、鉄骨造りの建物を対象とする第
三の特徴によれば鉄骨建方後屋根までの施工といった施
工の大部分を雨覆いのある状態でおこなえる。そして、
作業を天候に左右されずに行わせるための雨覆いを、防
水シートの敷設及びエアーバッグの膨らませにより仮設
物として作製設置するのであって、防水シート及びエア
ーバッグは、軽量であり、かつ、折畳むことにより小
型、コンパクトな形態にできるものであるから、雨覆い
を作製する際の防水シート及びエアーバッグの揚重及び
用済み後の撤去を、それらが地上と高い位置との間での
ものでありながらも、回数少なく容易迅速に行うことが
でき、しかも、仮設物であるから、防水シート及びエア
ーバッグを他の鉄骨造り建物に転用することができる。
第一及び第二の特徴によれば、足場に雨覆いを固定する
ため、建物の造りに左右されずに実施することができ
る。第一の特徴によれば、下層部の施工から上層部の施
工までのいずれにおいても常に雨覆いを作業現場に近い
直上方に位置させて雨覆い性能を優れたものにできる。
第二及び第三の特徴によれば、雨覆いの設置作業が一回
ですむ。第三の特徴によれば、鉄骨構造体が丈夫である
一方、雨覆いが軽量であることにより、雨覆いを設ける
上で鉄骨構造体を補強する必要がなくて、鉄骨建方後の
スラブの作製形態として、下から順に作製していく普通
一般の形態を採用することができる。
[Operation] According to the first and second characteristics, the construction up to the roof in the construction of the building, and according to the third characteristic targeting the steel frame building, the construction up to the roof after the steel frame construction Most of the can be done with a rain cover. And
A rain cover for making work independent of the weather is made and installed as a temporary structure by laying a waterproof sheet and inflating an airbag. The waterproof sheet and the airbag are lightweight and foldable. By doing so, it is possible to make it compact and compact form, so that the lifting of the waterproof sheet and the airbag when making the rain cover and the removal after use are between the ground and the high position. However, it can be performed easily and quickly with a small number of times, and since it is a temporary structure, the waterproof sheet and the air bag can be diverted to another steel frame building.
According to the first and second characteristics, since the rain cover is fixed to the scaffolding, it can be carried out regardless of the structure of the building. According to the first feature, the rain cover can always be positioned immediately above the work site and superior in rain cover performance in any of the construction of the lower layer to the construction of the upper layer.
According to the second and third characteristics, the rain cover can be installed only once. According to the third feature, while the steel frame structure is strong and the rain cover is lightweight, there is no need to reinforce the steel frame structure when providing the rain cover, and a manufacturing form of the slab after the steel frame is erected. As for, it is possible to adopt an ordinary general form which is manufactured in order from the bottom.

【0008】[0008]

【発明の効果】従って、本発明によれば、雨覆いの作製
に要する手数及びコストが少なくて済むことと転用化に
よる防水シート及びエアーバッグのコストダウンを図れ
ることの相乗により、大幅なコストアップを招来するこ
となく、各種造りの建物の施工の大部分を天候に左右さ
れることなく行えて、日程面での作業条件を大幅に改善
することができ、鉄骨造りの建物では、足場を設けるこ
となく鉄骨建方後の作業を天候に左右されることなく行
えて、日程面での作業条件を大幅に改善することができ
るようになった。
Therefore, according to the present invention, the number of steps and costs required for producing the rain cover can be reduced, and the cost reduction of the waterproof sheet and the air bag due to the conversion can be achieved. Most of the construction of various buildings can be performed without being affected by the weather without inviting, and the working conditions in terms of schedule can be significantly improved. Instead, the work after constructing the steel frame can be performed without being affected by the weather, and the work conditions in terms of schedule can be greatly improved.

【0009】[0009]

【実施例】【Example】

〔実施例1〕鉄骨造り建物を例にとり、それを次に述べ
る手順に従って施工する。 〔1〕 図1に示すように、鉄骨建方後、鉄骨構造体1
の上部に水勾配を有する雨覆い2を作製設置する。雨覆
い2は、図2にも示すように、鉄骨構造体1の最上部の
梁間にわたってデッキプレート3を敷き並べ、それらデ
ッキプレート3を作業床として、デッキプレート3の上
部を覆うたるみ状態に防水シート2Aを敷いてその防水
シート2Aの周辺を鉄骨構造体1に固定するとともに、
防水シート2Aとデッキプレート3との間に位置させた
チューブ状のエアーバッグ2Bを膨らませて防水シート
2Aを張るように防水シート2Aの中央部を持上げるこ
とにより、寄せ棟型式の仮設屋根として作製されたもの
である。前記防水シート2Aの周辺の固定手段は、鉄骨
構造体1に装着したカーテンウォール取付け用のファス
ナ等を留付部として用いる手段である。4はエアーバッ
グ2Bを膨らますためのエアーコンプレッサである。 〔2〕 図3に示すように前記雨覆い2を設置した状態
で鉄骨造り建物の施工、つまり、鉄骨建方後の施工のう
ち少なくとも屋根(屋根スラブ)5の施工までを行う。
鉄骨建方後の施工は、各階のスラブ6を作製するスラブ
工事、外装工事、内装工事等から成る普通一般の施工で
あり、スラブ工事は、各階のスラブ6から順に作製して
いく工事である。 〔3〕 その後に雨覆い2を撤去し、工事が残っていれ
ばそれの施工を行う。上記の施工方法によれば、鉄骨建
方以後の作業を天候に左右されることなく行うことがで
きる。 〔実施例2〕鉄骨鉄筋コンクリート造りや鉄筋コンクリ
ート造りの建物を施工するに、図4の(イ)に示すよう
に、建物構築予定箇所の外周に構築予定建物の高さに相
当する高さの足場7を設置し、その足場7の上端間にわ
たる作業梁8を架設し、前記建物構築予定箇所の上部及
び前記作業梁を覆う状態に防水シート2Aを前記足場7
に固定するとともに、その防水シート2Aと作業梁8と
の間に介装したエアーバック2Bを膨らませて防水シー
ト2Aを張るように防水シート2Aの中央部を持上げる
ことにより、前記実施例1と同様に水勾配を備えた仮設
屋根としての雨覆い2を作製設置し、図4の(ロ)に示
すように、その雨覆い2を設置した状態で建物の施工の
うち少なくとも屋根(屋根スラブ)5の施工までを行
い、その後に雨覆い2を撤去し、工事が残っていればそ
れの施工を行う。 〔実施例3〕鉄骨鉄筋コンクリート造りや鉄筋コンクリ
ート造りの建物を施工するに、図5図6の(イ)に示す
ように、建物構築予定箇所の外周に足場7を設置し、そ
の足場7に作業梁8を架設し、前記建物構築予定箇所の
上部及び前記作業梁を覆う状態に防水シート2Aを前記
足場7に固定するとともに、その防水シート2Aと作業
梁8との間に介装したエアーバック2Bを膨らませて防
水シート2Aを張るように防水シート2Aの中央部を持
上げることにより、前記実施例1と同様に水勾配を備え
た仮設屋根としての雨覆い2を作製設置し、(ロ)に示
すように、その雨覆い2を設置した状態で建物の施工を
行うとともに、その施工伴い建物の高さが高くなる毎に
前記雨覆い2を上方に移動させ、(イ)に示すように、
建物の屋根5の施工までを行った後に雨覆い2を撤去
し、工事が残っていればそれの施工を行う。なお、前記
足場7は、図5に示すように、最初に構築予定建物の高
さに相当する高さのものとして構築しても良いが、図6
に示すように、前記雨覆い2を移動させる毎に上方に継
ぎ足していっても良い。また、前記雨覆い2を上方に移
動させる手段としては、最初に構築予定建物の高さに相
当する高さのものとして足場7を構築した場合には、図
5に示すように、足場7に取り付けたレール9をガイド
として前記作業梁8を昇降自在に構成し、この作業梁8
の上昇により雨覆い2を移動させても良い。この場合、
防水シート2Aは、足場7に直接ではなくて作業梁8を
介して固定する。
[Example 1] Taking a steel frame building as an example, it is constructed according to the procedure described below. [1] As shown in FIG. 1, after the steel frame is erected, the steel frame structure 1
The rain cover 2 having a water gradient is prepared and installed on the upper part of the. As shown in FIG. 2, in the rain cover 2, deck plates 3 are laid side by side between the uppermost beams of the steel structure 1, and the deck plates 3 are used as a working floor to cover the upper portions of the deck plates 3 in a slack waterproof sheet. 2A is laid and the periphery of the waterproof sheet 2A is fixed to the steel frame structure 1,
Manufactured as a temporary roof of a ridge type by inflating a tubular air bag 2B located between the waterproof sheet 2A and the deck plate 3 and lifting the central portion of the waterproof sheet 2A so as to stretch the waterproof sheet 2A. It was done. The fixing means around the waterproof sheet 2A is a means that uses a fastener for attaching the curtain wall mounted on the steel frame structure 1 as a fastening portion. Reference numeral 4 is an air compressor for inflating the air bag 2B. [2] As shown in FIG. 3, with the rain cover 2 installed, construction of a steel-framed building, that is, at least construction of the roof (roof slab) 5 in construction after steel frame construction is performed.
The construction after constructing the steel frame is an ordinary general construction consisting of slab construction for making the slab 6 on each floor, exterior construction, interior construction, etc. The slab construction is construction in order from the slab 6 on each floor. .. [3] After that, the rain cover 2 is removed, and if construction remains, it will be constructed. According to the above construction method, the work after the steel frame construction can be performed without being affected by the weather. [Example 2] In constructing a building made of steel-framed reinforced concrete or reinforced concrete, as shown in Fig. 4A, a scaffold 7 having a height corresponding to the height of the building to be built is provided around the building to be built. Is installed, a work beam 8 is installed between the upper ends of the scaffold 7, and the waterproof sheet 2A is provided so as to cover the upper part of the building construction planned location and the work beam.
The air bag 2B interposed between the waterproof sheet 2A and the working beam 8 is inflated and the central portion of the waterproof sheet 2A is lifted so as to stretch the waterproof sheet 2A. Similarly, a rain cover 2 as a temporary roof having a water gradient is prepared and installed, and as shown in (b) of FIG. 4, at least the roof (roof slab) 5 of the construction of the building is installed with the rain cover 2 installed. After the construction, the rain cover 2 is removed, and if construction remains, it is constructed. [Example 3] For constructing a steel frame reinforced concrete structure or a reinforced concrete structure, as shown in Fig. 5 (a), a scaffold 7 is installed on the outer periphery of a planned construction site, and a work beam is provided on the scaffold 7. 8, a waterproof sheet 2A is fixed to the scaffold 7 in a state of covering the upper part of the building construction planned portion and the working beam, and an air bag 2B interposed between the waterproof sheet 2A and the working beam 8. As shown in (b), the rain cover 2 as a temporary roof having a water gradient is prepared and installed by lifting the central portion of the waterproof sheet 2A so that the waterproof sheet 2A is inflated and the waterproof sheet 2A is stretched. As described above, the construction of the building is performed with the rain cover 2 installed, and the rain cover 2 is moved upward every time the height of the building increases due to the construction, as shown in (a).
After performing the construction of the roof 5 of the building, the rain cover 2 is removed, and if construction remains, the construction is performed. As shown in FIG. 5, the scaffold 7 may be initially constructed to have a height corresponding to the height of the building to be constructed.
As shown in, each time the rain cover 2 is moved, the rain cover 2 may be added upward. Further, as means for moving the rain cover 2 upward, when the scaffold 7 is first constructed with a height corresponding to the height of the building to be constructed, as shown in FIG. 5, the scaffold 7 is attached to the scaffold 7. The working beam 8 is configured to be movable up and down by using the rail 9 as a guide.
The rain cover 2 may be moved by the rise of the. in this case,
The waterproof sheet 2A is fixed to the scaffold 7 not through the work beams 8 but directly.

【0010】〔別実施例〕 〔1〕 上記実施例1・2・3では、エアーバッグ2B
としてチューブ状のものを示したが、エアーバッグ2B
は、図7に示すように、雨覆い2Aの棟の裏手方向に点
在するものであっても良い。要するに、エアーバッグ2
Bの形状、配置は、適宜変更可能である。 〔2〕 上記実施例では、防水シート2Aとエアーバッ
グ2Bとを単独に扱える別体としたが、両者を一体とし
ても良い。 〔3〕 上記実施例1では、防水シート2Aを鉄骨構造
体1の上部に固定したが、図8に示すように、防水シー
ト2Aに、鉄骨構造体1の側部に垂れ下がる延長部2a
を備えさせ、その延長部2aの下端を鉄骨構造体1の側
面に固定することにより、鉄骨構造体1の側面の全部又
は一部をも防水シート2Aで覆うようにしても良い。 〔4〕 上記実施例1では、防水シート2Aを鉄骨構造
体1に固定したが、図9に示すように、鉄骨構造体1の
外側に設置した足場7に固定しても良い。この場合、
(イ)に示すように、足場7に直接に固定しても良い
が、(ロ)に示すように、足場7にの外面に沿わせて設
ける養生シート10の上部に接続させても良い。後者の
場合、養生シート10の下端を足場7に固定した状態で
のエアーバッグ2Bの膨らましによる防水シート2Aの
張りにより、養生シート10を同時に張ることができ
る。もちろん、養生シート10と防水シート2Aとは、
ファスナ等で連結、分離自在なものであっても良いが、
一体物であっても良い。つまり、防水シート2Aが養生
シート10を兼ねても良い。 〔5〕 上記実施例は、基本を示したが、図10に示す
ように、鉄骨構造体1にクレーン11を据付けてある場
合には、防水シート2Aにクレーン11の支柱11Aを
通す孔を穿け、その孔の周縁部と支柱11Aとの間を雨
仕舞いして実施する。また、鉄骨構造体1に対する資材
搬入等の荷役を上方から行う場合には、図11に示すよ
うに、防水シート2Aに荷役用の開口2bを形成する。 〔6〕 上記実施例では、1枚、或いは、繋ぎ合わせた
シート材から成る1枚物の1つの防水シート2Aで上部
を覆うようにしたが、防水シート2Aは、複数のシート
材をファスナ等で着脱自在に繋ぎ合わせたものであって
も良い。 〔7〕 上記実施例2や実施例3において鉄骨造りの建
物を対象とする。
[Other Embodiments] [1] In the above Embodiments 1, 2 and 3, the air bag 2B is used.
Although a tube-shaped one is shown as the air bag 2B
May be scattered in the direction behind the ridge of the rain cover 2A, as shown in FIG. In short, the air bag 2
The shape and arrangement of B can be changed appropriately. [2] In the above embodiment, the waterproof sheet 2A and the air bag 2B are separate bodies that can be handled independently, but they may be integrated. [3] In Example 1 above, the waterproof sheet 2A was fixed to the upper portion of the steel frame structure 1, but as shown in FIG. 8, the waterproof sheet 2A has an extension 2a that hangs down to the side of the steel frame structure 1.
May be provided, and the lower end of the extension portion 2a is fixed to the side surface of the steel frame structure 1, so that all or part of the side surface of the steel frame structure 1 may be covered with the waterproof sheet 2A. [4] Although the waterproof sheet 2A is fixed to the steel frame structure 1 in the first embodiment, it may be fixed to the scaffold 7 provided outside the steel frame structure 1 as shown in FIG. in this case,
Although it may be directly fixed to the scaffold 7 as shown in (a), it may be connected to the upper portion of the curing sheet 10 provided along the outer surface of the scaffold 7 as shown in (b). In the latter case, the curing sheet 10 can be stretched at the same time by stretching the waterproof sheet 2A by inflating the airbag 2B with the lower end of the curing sheet 10 fixed to the scaffold 7. Of course, the curing sheet 10 and the waterproof sheet 2A are
It may be connectable and separable with fasteners, etc.,
It may be one piece. That is, the waterproof sheet 2A may also serve as the curing sheet 10. [5] Although the above-described embodiment has shown the basics, as shown in FIG. 10, when the crane 11 is installed on the steel frame structure 1, the waterproof sheet 2A is provided with a hole through which the pillar 11A of the crane 11 is inserted. The rain is kept between the peripheral portion of the hole and the support 11A. Further, in the case of carrying a material such as a material into the steel frame structure 1 from above, as shown in FIG. 11, the waterproof sheet 2A is provided with a cargo handling opening 2b. [6] In the above-mentioned embodiment, the upper portion is covered with one waterproof sheet 2A made of one sheet or one sheet material which is joined together. However, the waterproof sheet 2A has a plurality of sheet materials such as fasteners. It may be detachably connected. [7] A steel frame building is used in the second and third embodiments.

【0011】尚、特許請求の範囲の項に図面との対照を
便利にするために符号を記すが、該記入により本発明は
添付図面の構成に限定されるものではない。
It should be noted that although reference numerals are given in the claims for convenience of comparison with the drawings, the present invention is not limited to the configuration of the accompanying drawings by the entry.

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

【図1】実施例1の雨覆い施工状態を示す概略正面図FIG. 1 is a schematic front view showing a rain cover construction state of Example 1.

【図2】実施例1の雨覆い施工状態を示す平面図FIG. 2 is a plan view showing a rain cover construction state of the first embodiment.

【図3】実施例1の鉄骨建方後の施工状態を示す概略正
面図
FIG. 3 is a schematic front view showing a construction state after constructing a steel frame of Example 1.

【図4】実施例2の施工状態を示す概略正面図FIG. 4 is a schematic front view showing a construction state of the second embodiment.

【図5】実施例3の施工状態を示す概略正面図FIG. 5 is a schematic front view showing a construction state of the third embodiment.

【図6】実施例3の施工状態を示す概略正面図FIG. 6 is a schematic front view showing a construction state of the third embodiment.

【図7】別実施例を示す平面図FIG. 7 is a plan view showing another embodiment.

【図8】別実施例を示す概略正面図FIG. 8 is a schematic front view showing another embodiment.

【図9】別実施例を示す概略正面図FIG. 9 is a schematic front view showing another embodiment.

【図10】別実施例を示す概略正面図FIG. 10 is a schematic front view showing another embodiment.

【図11】別実施例を示す概略正面図FIG. 11 is a schematic front view showing another embodiment.

【符号の説明】[Explanation of symbols]

1 鉄骨構造体 2A 防水シート 2B エアーバッグ 2 雨覆い 5 屋根 7 足場 1 Steel structure 2A Tarpaulin 2B Air bag 2 Rain cover 5 Roof 7 Scaffold

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 建物構築予定箇所の外周に足場(7)を
設置し、前記建物構築予定箇所の上部を覆う状態に防水
シート(2A)を前記足場(7)に固定するとともに、
エアーバッグ(2B)を膨らませて防水シート(2A)
を局所的に持上げることにより、水勾配を有する雨覆い
(2)を作製設置し、その雨覆い(2)を設置した状態
で建物の施工を行うとともに、その施工に伴い建物の高
さが高くなるごとに前記雨覆い(2)を上方に移動さ
せ、建物の屋根(5)の施工を行った後に前記雨覆い
(2)を撤去する建物の施工方法。
1. A scaffold (7) is installed on the outer periphery of a planned construction site, and a waterproof sheet (2A) is fixed to the scaffold (7) so as to cover the upper part of the planned construction site,
Waterproof sheet (2A) by inflating the air bag (2B)
The rain cover (2) having a water gradient is produced and installed by locally lifting the building, and the building is constructed with the rain cover (2) installed, and the height of the building increases with the construction. A construction method for a building, in which the rain cover (2) is moved upward for each time, the roof (5) of the building is constructed, and then the rain cover (2) is removed.
【請求項2】 建物構築予定箇所の外周に足場(7)を
設置し、構築予定建物よりも高い位置で前記建物構築予
定箇所の上部を覆う状態に防水シート(2A)を前記足
場(7)に固定するとともに、エアーバッグ(2B)を
膨らませて防水シート(2A)を局所的に持上げること
により、水勾配を有する雨覆い(2)を作製設置し、そ
の雨覆い(2)を設置した状態で建物の施工のうち少な
くとも屋根(5)の施工までを行い、その後に雨覆い
(2)を撤去する建物の施工方法。
2. A scaffold (7) is installed on the outer periphery of a planned construction site, and a tarpaulin (2A) is provided so as to cover the upper part of the planned construction site at a position higher than the planned construction site. The rain cover (2) having a water gradient is prepared and installed by fixing the same to the above and inflating the air bag (2B) and locally lifting the waterproof sheet (2A), and with the rain cover (2) installed. A method of constructing a building in which at least the roof (5) is constructed and then the rain cover (2) is removed.
【請求項3】 鉄骨造りの建物の構築工程のうちの鉄骨
建方後に、鉄骨構造体(1)の上部を覆う状態に防水シ
ート(2A)を敷いて固定するとともに、エアーバッグ
(2B)を膨らませて防水シート(2A)を局所的に持
上げることにより、水勾配を有する雨覆い(2)を作製
設置し、その雨覆い(2)を設置した状態で鉄骨造り建
物の施工のうち少なくとも屋根(5)の施工までを行
い、その後に雨覆い(2)を撤去する建物の施工方法。
3. After erection of the steel frame in the process of constructing a steel frame building, a waterproof sheet (2A) is laid and fixed so as to cover the upper part of the steel frame structure (1), and an air bag (2B) is attached. By inflating and locally lifting the waterproof sheet (2A), a rain cover (2) having a water gradient is prepared and installed. With the rain cover (2) installed, at least the roof (5) in the construction of the steel frame building is installed. ) Is performed, and then the rain cover (2) is removed.
JP22267291A 1991-09-03 1991-09-03 Method of constructing building Pending JPH0559822A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22267291A JPH0559822A (en) 1991-09-03 1991-09-03 Method of constructing building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22267291A JPH0559822A (en) 1991-09-03 1991-09-03 Method of constructing building

Publications (1)

Publication Number Publication Date
JPH0559822A true JPH0559822A (en) 1993-03-09

Family

ID=16786123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22267291A Pending JPH0559822A (en) 1991-09-03 1991-09-03 Method of constructing building

Country Status (1)

Country Link
JP (1) JPH0559822A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121024A (en) * 2007-11-09 2009-06-04 Daiwa House Industry Co Ltd Flat roof curing implement, flat roof curing structure, and flat roof curing method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5381599A (en) * 1976-12-22 1978-07-19 Mitsubishi Rayon Co Ltd Curing agent
JPH01256636A (en) * 1988-04-04 1989-10-13 Shimizu Corp Construction method of building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5381599A (en) * 1976-12-22 1978-07-19 Mitsubishi Rayon Co Ltd Curing agent
JPH01256636A (en) * 1988-04-04 1989-10-13 Shimizu Corp Construction method of building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121024A (en) * 2007-11-09 2009-06-04 Daiwa House Industry Co Ltd Flat roof curing implement, flat roof curing structure, and flat roof curing method

Similar Documents

Publication Publication Date Title
EP0480683B1 (en) Erection workbench and construction process
JPH0571225A (en) Temporarily set roof of complete weather type
JPH0559822A (en) Method of constructing building
JPH0782897A (en) All weather type building method of building
JPH074049A (en) Construction method of building
JPH05133016A (en) Peripheral supporting self-rising type building engineering method
JPH01256636A (en) Construction method of building
KR20000009699A (en) Safety fence for construction
JPH09177377A (en) Tent warehouse and constructing method therefor
JPH09273311A (en) Construction method for structure
JP3060333B2 (en) Construction method of building frame
JP2594239B2 (en) Bridge pier construction method using precast concrete members
JPH0913505A (en) Adjustment of height of front end of cantilever roof
RU1823911C (en) Tarpaulin structure
JP2001140473A (en) Curing apparatus
JPH04297668A (en) Climbing type all-weather roof for construction work
JPH04371671A (en) Roofing unit frame
JPH09242340A (en) All weather temporary roof
JPH10238128A (en) Tent for construction field and execution method of construction field
JP2002096988A (en) Constructing method for towering steel-frame structure
JPH06146609A (en) All weather type temporary shed
JPH06212804A (en) Method of construction of aluminum curtain wall large-sized unit and suspending jig
JPH04153458A (en) Deflection controlling construction for beam, and deflection controlling method
JPH04221173A (en) Execution of reconstruction of building in transfer
JPH06101280A (en) Method of erection construction