JPH05311749A - Construction method of building - Google Patents
Construction method of buildingInfo
- Publication number
- JPH05311749A JPH05311749A JP12307392A JP12307392A JPH05311749A JP H05311749 A JPH05311749 A JP H05311749A JP 12307392 A JP12307392 A JP 12307392A JP 12307392 A JP12307392 A JP 12307392A JP H05311749 A JPH05311749 A JP H05311749A
- Authority
- JP
- Japan
- Prior art keywords
- building
- ridge
- creating
- work
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 230000001174 ascending effect Effects 0.000 claims description 5
- 238000007730 finishing process Methods 0.000 claims description 3
- 238000010626 work up procedure Methods 0.000 claims description 3
- 238000011900 installation process Methods 0.000 claims description 2
- 238000002360 preparation method Methods 0.000 abstract 2
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、複数の建物棟間に構造
体を、建物棟に剛に連結する状態に架設してある建物の
作成方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a building in which a structure is erected between a plurality of building ridges so as to be rigidly connected to the building ridge.
【0002】[0002]
【従来の技術】上記構造の建物は、近年に開発されたも
のであって、未だ研究開発の段階にあるが、建物棟間に
架設する構造体を建物棟の上端部や上下中間部に配置す
ることによって、それら上端部同士や上下中間部同士を
相互に剛に連結して、建物棟自体が細くて撓みやすい形
状のものであっても、全体として、剛性のあるものにで
きる利点を有することは判明している。つまり、この建
物は、建物棟個々の剛性は低くしながらも、全体の剛性
を向上でき、特に、高層、或いは、超高層化に非常に有
用である。しかしながら、この建物は、上下の中間部や
上端部に構造体を架設する特殊な構造であるため、例え
ば、建物を下から順に作成する既知の手段を採用して作
成すると非常に施工性が悪い。つまり、建物棟の躯体の
うち構造体の架設箇所まで作成された状態で構造体を建
物棟にわたる状態に作成することになるが、構造体は建
物棟間に架設されるものであるから、その構造体の作成
は空中での作業となり、安全確保の面からも構造体作成
自体の作業性が非常に悪い。しかも、建物棟のうち構造
体架設箇所まで作成しなければ、日数の掛かる構造体の
作成を開始できないので、工期が非常に長期化する。2. Description of the Related Art The building having the above structure has been developed in recent years and is still in the stage of research and development, but the structure to be erected between the building ridges is arranged at the upper end of the building ridge or the upper and lower middle portions. By doing so, the upper end portions and the upper and lower intermediate portions are rigidly connected to each other, and even if the building ridge itself is thin and easily bent, there is an advantage that it can be made rigid as a whole. That is known. In other words, this building can improve the rigidity of the entire building while lowering the rigidity of each building ridge, and is very useful especially for high-rise building or super-high-rise building. However, since this building has a special structure in which structures are erected in the upper and lower middle parts and the upper end part, for example, if the known means for creating the building from the bottom is adopted, the workability is very poor. .. In other words, the structure is created so that it extends over the building ridge in the structure of the structure of the building ridge, but the structure is laid between the building ridges. Creating the structure is an operation in the air, and the workability of creating the structure itself is very poor from the viewpoint of ensuring safety. Moreover, the construction period, which takes many days, cannot be started unless the structure erection points in the building ridge are created.
【0003】[0003]
【発明が解決しようとする課題】本発明の目的は、建物
棟間に構造体を架設した構造の建物を作業性良く施工で
きる方法を提供する点にある。SUMMARY OF THE INVENTION An object of the present invention is to provide a method for constructing a building having a structure in which a structure is installed between building ridges with good workability.
【0004】[0004]
【課題を解決するための手段】本発明の第1発明による
建物の施工方法の特徴は、建物棟を作成する建物棟構築
工程と、その建物棟間の底部において前記構造体のう
ち、少なくとも建物棟間に架設されて支持されることが
可能な主要部までを作成する構造体作成工程と、前記建
物棟のうち構造体との連結箇所までの躯体工事が完了し
たのちに、前記構造体作成工程で作成された作成物を、
建物棟で支持した状態で構造体架設レベルまで上昇させ
てを建物棟の躯体に固着する上昇据え付け工程と、建物
棟及び構造体を完成させる仕上げ工程とからなる点にあ
る。本発明の第2発明による建物の施工方法の特徴は、
上記第1発明において、前記構造体を鉄骨造りとし、前
記構造体作成工程において下面に対する外装工事を行な
う点にある。The feature of the method for constructing a building according to the first aspect of the present invention is that a building ridge construction step for creating a building ridge and at least a building among the structures at the bottom between the building ridges. After completing the structure creation process that creates up to the main part that can be erected and supported between the ridges, and the skeleton work up to the connection point with the structure in the building ridge, complete the structure creation Created in the process,
The point is that it consists of an ascending installation process of ascending to the structure erection level while being supported by the building ridge and fixing it to the frame of the building ridge, and a finishing process of completing the building ridge and the structure. The features of the building construction method according to the second aspect of the present invention are:
In the first aspect of the invention, the structure is made of steel frame, and exterior work is performed on the lower surface in the structure creating step.
【0005】[0005]
【作用】第1発明によれば、構造体の主要部を作成する
主作業をいわば、地上等の安全な低位置で行って、架設
箇所、つまり、高所での構造体作成作業数を非常に軽減
できるので、構造体の作成作業の安全性を向上できると
ともに、構造体のうち主要部の作成作業を建物棟の作成
作業と並行して行なうことができる。しかも、構造体の
主要部を建物棟に固着したのちの構造体の残りの架設箇
所での作業を、既に架設した主要部を足場や作業床とし
て行えるので、特別な足場や作業床を仮設することなく
その残りの部分の作成作業を作業性良く行える。第2発
明によれば、構造体下面の外装工事を建物棟間底部で主
要部とともに行なうから、その外装工事を安全に、か
つ、作業性良く行える。According to the first aspect of the present invention, the main work of creating the main part of the structure is performed at a safe low position such as on the ground so that the number of work of creating the structure at the erection place, that is, the high place is extremely reduced. Therefore, the safety of the work of creating the structure can be improved, and the work of creating the main part of the structure can be performed in parallel with the work of building the building. Moreover, since the main parts of the structure can be fixed to the building ridge and the remaining parts of the structure can be used for work, the already installed main parts can be used as scaffolds or work floors. The work of creating the remaining part can be performed with good workability. According to the second aspect of the invention, since the exterior work of the lower surface of the structure is performed together with the main part at the bottom of the building, the exterior work can be performed safely and with good workability.
【0006】[0006]
【発明の効果】従って、本発明によれば、複数の建物棟
間に構造体を架設した構造の建物を作業性良く構築で
き、特に、構造体を高層や超高層に配置する高層や超高
層の建物を構築する場合に有用な施工方法を提供できる
ようになった。特に請求項2記載のようにすれば、より
一層、高所での危険で、行い難い作業を少なくして作業
性を向上し、工期の短縮化を図ることができる。Therefore, according to the present invention, a building having a structure in which a structure is erected between a plurality of building ridges can be constructed with good workability, and in particular, a high-rise building or a super-high-rise building in which the structure is arranged in a high-rise building or an ultra-high-rise building. Can now provide a useful construction method when building a building. Particularly, according to the second aspect, it is possible to further reduce work that is dangerous and difficult to perform at a high place, improve workability, and shorten the construction period.
【0007】[0007]
【実施例】構築対象である建物は、図1に示すように、
間隔を隔てて対向位置する2つの建物棟1と、それら建
物棟1の上端部間に、建物棟1に剛に連結する状態で架
設する空中の構造体2とからなる。前記建物棟1は、
柱、梁の躯体が鉄骨造りで、床がサイト成形のPC版
で、外装がカーテンウォールの高層、或いは、超高層の
構造体であり、図2に示すように、対向方向の幅がそれ
に直交する方向の長さよりも小なるものである。前記構
造体2は、2階層の鉄骨造りの構造体であり、中央に、
上下に貫通する孔を有する環状に構成されるものであ
る。前記建物の構築は、建物棟1を作成する建物棟作成
工程と、建物棟1間の底部である地上において前記構造
体2のうち建物棟1間に架設されて支持されることが可
能な主要部を作成するとともに、下面に対する外装工事
を行なう構造体作成工程(図3参照)と、建物棟作成工
程で建物棟1のうち構造体2との連結箇所までの躯体工
事が完了したのちに、前記構造体作成工程で作成された
作成物3を、建物棟1で支持した状態で構造体架設レベ
ルにまで上昇させて建物棟1の躯体に固着する上昇据え
付け工程(図4参照)と、建物棟1及び構造体2を完成
させる仕上げ工程とから行われる。前記建物棟作成工程
と構造体作成工程とは、図3に示すように、並行して行
われる。前記構造体作成工程は、地上に設置した架台A
の上で、下階の床の鉄骨梁2aと、2階の床の主要な鉄
骨梁2bと、屋根の鉄骨梁2cと、主要な鉄骨柱2d
と、連結用の斜材鉄骨2eと、補強用の仮設鉄骨2fと
を組み立てる鉄骨工事と、下面を形成する外装材2gを
吊り支持する外装工事とからなる。前記上昇据え付け工
程は、図4に示すように、作成物3の四隅を吊るワイヤ
4のそれぞれを、建物棟1の躯体に支持させた滑車装置
5に巻き掛け、そのワイヤ4を地上に設置したウインチ
6で巻き取ることで、作成物3を上昇させることで行わ
れ、建物棟1の躯体への作成物3の固着は、各鉄骨梁2
a、2b、2c及び斜材鉄骨2eを対応する躯体部分に
それぞれ固着することで行われる。建物棟1には、作成
物3の上昇を案内するガイドレール7が仮設されてい
る。もちろん、この滑車装置5及びガイドレール7は事
後に撤去される。[Example] As shown in FIG. 1, the building to be constructed is
It consists of two building ridges 1 facing each other with a space, and an aerial structure 2 erected between the upper ends of the building ridges 1 while being rigidly connected to the building ridge 1. The building 1 is
The pillars and beams are made of steel frame, the floor is a site-molded PC plate, and the exterior is a high-rise or super-high-rise structure of the curtain wall. As shown in FIG. 2, the width in the opposite direction is orthogonal to it. It is smaller than the length in the direction. The structure 2 is a two-level steel structure, and in the center,
It is configured in an annular shape having holes penetrating vertically. The construction of the building is mainly performed by a building building process of creating the building ridge 1 and a structure that can be erected and supported between the building ridges 1 of the structures 2 on the ground which is the bottom between the building ridges 1. After the structure construction process (refer to FIG. 3) that performs the exterior work on the lower surface as well as the building part and the building work up to the connection point with the structure 2 in the building ridge 1 are completed in the building ridge creation process, An ascending installation step (see FIG. 4) of assembling the product 3 created in the structure creating step to the structure erection level while being supported by the building ridge 1 and fixing it to the frame of the building ridge 1 (see FIG. 4). It is performed from the finishing process of completing the ridge 1 and the structure 2. The building building creating process and the structure creating process are performed in parallel as shown in FIG. The structure creating process is performed by the pedestal A installed on the ground.
Above, the steel beams 2a of the floor of the lower floor, the main steel beams 2b of the floor of the second floor, the steel beams 2c of the roof, and the main steel columns 2d.
The steel frame work for assembling the diagonal steel frame 2e for connection and the temporary steel frame 2f for reinforcement, and the exterior work for suspending and supporting the exterior material 2g forming the lower surface. In the ascending installation step, as shown in FIG. 4, each of the wires 4 hanging at the four corners of the product 3 was wound around the pulley device 5 supported by the body of the building ridge 1, and the wires 4 were installed on the ground. It is carried out by raising the product 3 by winding it with the winch 6, and the product 3 is fixed to the body of the building ridge 1 by each steel beam 2
It is performed by fixing a, 2b, 2c and the diagonal steel frame 2e to the corresponding body parts. A guide rail 7 is temporarily installed in the building ridge 1 to guide the rising of the product 3. Of course, the pulley device 5 and the guide rail 7 are removed after the fact.
【0008】〔別実施例〕上記実施例では、建物棟1の
上端部間に構造体2を架設した構造の建物の作成への適
用例を示したが、図5に示すように、建物棟1の上端部
及び上下中間部のそれぞれに構造体2を架設した構造の
建物や、図6に示すように、建物棟1の上下中間部に構
造体2を架設した建物の構築にも本発明は適用すること
ができる。つまり、前者の場合には、先ず、上端部に架
設する構造体2を実施例と同様にして作成、上昇据え付
けし、次いで、中間部に架設する構造体2を作成、上昇
据え付けする。また、後者の場合には、図示するよう
に、構造体2が複数であれば、上方のものから順に作
成、上昇据え付けして実施する。上記実施例では、建物
棟1として、高層化や超高層化に有利な鉄骨造りのもの
を示したが、本発明は、建物棟1を鉄筋コンクリート造
りや、、鉄骨鉄筋コンクリート造りとする場合にも適用
することができる。上記実施例では、構造体作成工程
で、その構造体2の主要部工事と外装工事とを行った
が、構造体が軽量な場合には、構造体2の全体を完成状
態に作成したのち、上昇据え付けしてもよく、また、外
装工事を行わず、主要部工事のみを行ったのち上昇据え
付けしてよい。上記実施例では、構造体2として、鉄骨
造りのものを示したが、本発明は、構造体2が鉄筋コン
クリート造りや鉄骨鉄筋コンクリート造りのものであっ
ても適用することができる。[Other Example] In the above example, an example of application to the creation of a building having a structure in which the structure 2 is erected between the upper ends of the building ridge 1 is shown. As shown in FIG. The present invention is also applicable to the construction of a structure in which the structure 2 is installed at the upper end and the upper and lower intermediate parts of the building 1, and a building in which the structure 2 is installed at the upper and lower intermediate parts of the building ridge 1, as shown in FIG. Can be applied. That is, in the former case, first, the structure 2 to be erected on the upper end portion is prepared and lifted and installed in the same manner as in the embodiment, and then the structure 2 to be erected on the intermediate portion is created and lifted and installed. In the latter case, as shown in the figure, if there are a plurality of structures 2, the structures 2 are prepared in order from the top, and then mounted and mounted. In the above embodiment, the building ridge 1 is made of steel frame that is advantageous for high-rise and super-high-rise building, but the present invention is also applied to the case where the building ridge 1 is made of reinforced concrete or steel-framed reinforced concrete. can do. In the above-described embodiment, the main part construction and the exterior construction of the structure 2 are performed in the structure forming step. However, when the structure is lightweight, after the entire structure 2 is prepared in a completed state, It may be installed upright, or it may be installed upright after performing only the main part work without exterior work. In the above embodiment, the structure 2 is made of steel frame, but the present invention can be applied even if the structure 2 is made of reinforced concrete or steel frame reinforced concrete.
【0009】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 reference numerals are given in the claims for convenience of comparison with the drawings, but the present invention is not limited to the configurations of the accompanying drawings by the entry.
【図1】建物の概略正面図[Figure 1] Schematic front view of the building
【図2】建物の概略平面図[Figure 2] Schematic plan view of the building
【図3】施工工程を示す概略正面図FIG. 3 is a schematic front view showing a construction process.
【図4】施工工程を示す概略正面図FIG. 4 is a schematic front view showing a construction process.
【図5】別の実施例を示す建物の概略正面図FIG. 5 is a schematic front view of a building showing another embodiment.
【図6】別の実施例を示す建物の概略正面図FIG. 6 is a schematic front view of a building showing another embodiment.
1 建物棟 2 構造体 3 作成物 1 building ridge 2 structure 3 artifact
───────────────────────────────────────────────────── フロントページの続き (72)発明者 奥本 英史 大阪府大阪市中央区本町四丁目1番13号 株式会社竹中工務店大阪本店内 (72)発明者 小島 政章 大阪府大阪市中央区本町四丁目1番13号 株式会社竹中工務店大阪本店内 (72)発明者 古川 幸荘 大阪府大阪市中央区本町四丁目1番13号 株式会社竹中工務店大阪本店内 (72)発明者 高畑 顯信 大阪府大阪市中央区本町四丁目1番13号 株式会社竹中工務店大阪本店内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hidefumi Okumoto 4-1-1-13 Honmachi, Chuo-ku, Osaka-shi, Osaka Takenaka Corporation Osaka Main Store (72) Inventor Masaaki Kojima Chuo-ku, Osaka-shi, Osaka 4-13 Hommachi, Takenaka Corporation Osaka Main Store (72) Inventor Kosou Furukawa 4-13-13 Honmachi, Chuo-ku, Osaka City, Osaka Prefecture Takenaka Corporation Osaka Main Store (72) Inventor Akira Takahata Shin, Takenaka Construction Co., Ltd. Osaka Main Store 4-1, 13 Honmachi, Chuo-ku, Osaka
Claims (2)
を、建物棟(1)に剛に連結する状態に架設してある建
物の作成方法であって、建物棟(1)を作成する建物棟
構築工程と、その建物棟(1)間の底部において前記構
造体(2)のうち、少なくとも建物棟(1)間に架設さ
れて支持されることが可能な主要部までを作成する構造
体作成工程と、前記建物棟(1)のうち構造体(2)と
の連結箇所までの躯体工事が完了したのちに、前記構造
体作成工程で作成された作成物(3)を、建物棟(1)
で支持した状態で構造体架設レベルまで上昇させてを建
物棟(1)の躯体に固着する上昇据え付け工程と、建物
棟(1)及び構造体(2)を完成させる仕上げ工程とか
らなる建物の作成方法。1. A structure (2) between a plurality of building ridges (1)
Is a method of creating a building erected rigidly connected to a building ridge (1), in the building ridge construction process of creating the building ridge (1) and at the bottom between the building ridges (1). Of the structure (2), a structure creating step of creating at least a main part that can be installed and supported between the building ridges (1), and a structure () of the building ridge (1) After the construction work up to the connection point with 2) is completed, the building product (3) created in the structure creation process is transferred to the building building (1).
Of the building that consists of the ascending and installation process, in which the structure is erected to the construction level and is fixed to the building structure of the building (1), and the finishing process to complete the building (1) and the structure (2). How to make.
構造体作成工程において下面に対する外装工事を行なう
請求項1記載の建物の施工方法。2. The method for constructing a building according to claim 1, wherein the structure (2) is made of steel frame, and exterior work is performed on the lower surface in the structure forming step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04123073A JP3115942B2 (en) | 1992-05-15 | 1992-05-15 | Building construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04123073A JP3115942B2 (en) | 1992-05-15 | 1992-05-15 | Building construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05311749A true JPH05311749A (en) | 1993-11-22 |
| JP3115942B2 JP3115942B2 (en) | 2000-12-11 |
Family
ID=14851521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP04123073A Expired - Fee Related JP3115942B2 (en) | 1992-05-15 | 1992-05-15 | Building construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3115942B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0533334U (en) * | 1991-09-30 | 1993-04-30 | 株式会社船井電機研究所 | Recycler tray drive |
| JP2008214932A (en) * | 2007-03-02 | 2008-09-18 | Takenaka Komuten Co Ltd | Construction method for building |
-
1992
- 1992-05-15 JP JP04123073A patent/JP3115942B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP3115942B2 (en) | 2000-12-11 |
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