JP2000034777A - Method for constructing building - Google Patents
Method for constructing buildingInfo
- Publication number
- JP2000034777A JP2000034777A JP10204966A JP20496698A JP2000034777A JP 2000034777 A JP2000034777 A JP 2000034777A JP 10204966 A JP10204966 A JP 10204966A JP 20496698 A JP20496698 A JP 20496698A JP 2000034777 A JP2000034777 A JP 2000034777A
- Authority
- JP
- Japan
- Prior art keywords
- column
- connecting member
- pile
- screw cylinder
- bracket
- 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
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建物の構築方法に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building construction method.
【0002】本発明は、構築も解体も簡単に行うことが
できる、建物の構築方法を提供することを目的とする。[0002] It is an object of the present invention to provide a building construction method which can be easily constructed and dismantled.
【0003】[0003]
【課題を解決するための手段】上記のような目的を達成
するために本発明の建物の構築方法は、地中に設置した
杭を利用し、この杭の上端に鉛直方向の支柱を接続し、
この支柱に梁支持用の連結部材を固定し、この連結部材
に水平方向の梁を連結し、梁にはスラブ、屋根などの水
平面を取り付けて構築する建物の構築方法を特徴とした
ものである。In order to achieve the above object, a method of constructing a building according to the present invention utilizes a pile installed in the ground, and connects a vertical column to the upper end of the pile. ,
The method is characterized by a building construction method in which a connecting member for supporting a beam is fixed to the support, a horizontal beam is connected to the connecting member, and a horizontal plane such as a slab or a roof is attached to the beam. .
【0004】[0004]
【本発明の実施の態様】以下図面を参照して本発明の建
物の構築方法の実施例について説明する。Embodiments of the present invention will be described below with reference to the drawings.
【0005】<イ>杭の利用。 建物の構築に先立って、地中に円柱状の杭1を設置す
る。これは既設杭1、あるいは新設杭を利用できる。杭
の施工方法は公知の摩擦杭の打設技術、打設工法などを
広く資料できる。<A> Use of piles Prior to building a building, a columnar pile 1 is installed in the ground. For this, an existing pile 1 or a new pile can be used. For the pile construction method, widely known materials such as a friction pile driving technique and a driving method can be used.
【0006】<ロ>支柱の連結。 この既設杭1の上端には支柱2を接続する。この支柱2
も少なくとも基端部は既設杭1と同様の円柱状であるこ
とが望ましい。既設杭1と支柱2との接続は、ねじ筒3
を利用する。そのために既設杭1の先端と、支柱2の基
端部にはねじを刻設しておき、中間に介在させたねじ筒
3内のねじを介してねじ込んで接続する。ねじ筒3を介
在させることによって、既設杭1と支柱2との距離を調
整できるから、鉛直方向の高さの調整が容易であり、複
数本の既成杭1の一部に不同沈下が発生していても、支
柱2の高さを正確に一致させることができる。<B> Connecting pillars. A column 2 is connected to the upper end of the existing pile 1. This pillar 2
It is also desirable that at least the base end has the same columnar shape as the existing pile 1. The connection between the existing pile 1 and the post 2 is
Use For this purpose, a screw is engraved on the tip of the existing pile 1 and the base end of the column 2, and is connected by being screwed through a screw in the screw cylinder 3 interposed therebetween. Since the distance between the existing pile 1 and the column 2 can be adjusted by interposing the screw cylinder 3, the height in the vertical direction can be easily adjusted, and uneven settlement occurs in a part of the plurality of existing piles 1. However, the heights of the columns 2 can be accurately matched.
【0007】<ハ>連結部材の取り付け。 この支柱2には、支柱2をその外周から強固に圧着でき
る連結部材4を取り付ける。連結部材4は、ねじ筒3の
上に取り付ければ、連結部材4に加わる荷重は連結部材
4の直下に位置するねじ筒3によって支持することがで
きる。連結部材4にはその側面から水平方向にブラケッ
ト5を突設し、このブラケット5を介して鉄骨梁6を取
り付ける。<C> Mounting of the connecting member. A connecting member 4 capable of firmly pressing the column 2 from its outer periphery is attached to the column 2. If the connecting member 4 is mounted on the screw tube 3, the load applied to the connecting member 4 can be supported by the screw tube 3 located immediately below the connecting member 4. A bracket 5 projects from the side surface of the connecting member 4 in the horizontal direction, and a steel beam 6 is attached via the bracket 5.
【0008】<ニ>スラブなどの取り付け。 支柱2の長さを階層間の距離と等しく形成し、ねじ筒3
を既設杭1と支柱2との間だけではなく、下層階の支柱
2と上層階の支柱2との間にも介在させる。このねじ筒
3の上に連結部材4を取り付ければ、各階層ごとに水平
方向にブラケット5を突設でき、梁6を取り付けること
ができる。こうして各階層ごとに突設したブラケット5
を介して梁6を配置し、この梁6の上にスラブ7や屋根
8などの水平部材を取り付けて、構築を完了する。<D> Mounting of slab and the like. The length of the column 2 is formed equal to the distance between the layers, and the screw cylinder 3
Is interposed not only between the existing pile 1 and the pillar 2 but also between the pillar 2 on the lower floor and the pillar 2 on the upper floor. If the connecting member 4 is mounted on the screw cylinder 3, the bracket 5 can be protruded in the horizontal direction for each layer, and the beam 6 can be mounted. Brackets 5 protruding from each layer in this manner
The beam 6 is arranged via the above, and a horizontal member such as a slab 7 and a roof 8 is attached on the beam 6 to complete the construction.
【0009】[0009]
【本発明の効果】本発明の建物の構築方法は以上説明し
たようになるから次のような効果を得ることができる。 <イ>既設の杭の上部に、支柱を順次接続してゆく工法
であるから、施工がきわめて簡単で経済的である。 <ロ>構造体がねじ筒を介して既設の杭と支柱、支柱と
梁とに分解できるから、解体作業がきわめて簡単であ
る。 <ハ>基礎が軟弱地盤であって、既設杭が不同沈下を生
じた場合でも、ねじ筒を介在させることによって床梁の
高さを簡単にかつ微妙に調整でき、建物は正確な水平面
を維持することができる。 <ニ>構造体がねじ筒を介して既設の杭と支柱、支柱と
梁とに分解できるから、解体した後の部材をそのまま他
の現場に転用することができ、きわめて経済的である。[Effect of the present invention] Since the building construction method of the present invention is as described above, the following effects can be obtained. <B> Construction method is extremely simple and economical, since the pillars are sequentially connected to the top of the existing pile. <B> Since the structure can be disassembled into existing piles and supports, and supports and beams via the screw cylinder, dismantling work is extremely simple. <C> Even if the foundation is soft ground and the existing piles are settled unevenly, the height of the floor beams can be adjusted easily and finely by interposing the screw cylinder, and the building maintains an accurate horizontal plane. can do. <D> Since the structure can be disassembled into existing piles and supports, and supports and beams via the screw cylinder, the dismantled members can be converted to other sites as they are, which is extremely economical.
【図1】本発明の建物の構築方法の実施例の説明図。FIG. 1 is an explanatory diagram of an embodiment of a building construction method according to the present invention.
【図2】既設杭と支柱との連結部の説明図。FIG. 2 is an explanatory view of a connecting portion between an existing pile and a support.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04G 21/14 E04G 21/14 (72)発明者 マ−ク・レンチェナー 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 太田 雅昭 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 Fターム(参考) 2D046 AA14 CA08 2E174 AA01 BA01 BA03 DA11 DA12 DA13 DA17 DA18 DA58 DA63 DA67 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04G 21/14 E04G 21/14 (72) Inventor Mark Renchener 1-25 Nishishinjuku, Shinjuku-ku, Tokyo No. 1 Taisei Corporation (72) Inventor Masaaki Ota 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo F-term (reference) 2D046 AA14 CA08 2E174 AA01 BA01 BA03 DA11 DA12 DA13 DA17 DA18 DA58 DA63 DA67
Claims (1)
る、 建物の構築方法。1. A vertical pillar is connected to an upper end of the pile using a pile installed in the ground, a connecting member for supporting a beam is fixed to the pillar, and a horizontal beam is connected to the connecting member. A building construction method in which horizontal members such as slabs and roofs are attached to beams and connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10204966A JP2000034777A (en) | 1998-07-21 | 1998-07-21 | Method for constructing building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10204966A JP2000034777A (en) | 1998-07-21 | 1998-07-21 | Method for constructing building |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000034777A true JP2000034777A (en) | 2000-02-02 |
Family
ID=16499257
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10204966A Pending JP2000034777A (en) | 1998-07-21 | 1998-07-21 | Method for constructing building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000034777A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2839092A1 (en) * | 2002-04-26 | 2003-10-31 | Jean Jacques Combrouze | Device for connection and force take up exerted by metal posts comprises micro pile with top plate screwed to post and spigots connecting plate and stringers |
CN107762163A (en) * | 2017-10-28 | 2018-03-06 | 温州威泰建设有限公司 | A kind of floor beam mount bracket and use construction method |
CN112609716A (en) * | 2020-12-01 | 2021-04-06 | 中国建筑第八工程局有限公司 | Hoisting construction method of underwater tie beam |
-
1998
- 1998-07-21 JP JP10204966A patent/JP2000034777A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2839092A1 (en) * | 2002-04-26 | 2003-10-31 | Jean Jacques Combrouze | Device for connection and force take up exerted by metal posts comprises micro pile with top plate screwed to post and spigots connecting plate and stringers |
CN107762163A (en) * | 2017-10-28 | 2018-03-06 | 温州威泰建设有限公司 | A kind of floor beam mount bracket and use construction method |
CN107762163B (en) * | 2017-10-28 | 2019-08-13 | 温州威泰建设有限公司 | A kind of floor beam mount bracket and use construction method |
CN112609716A (en) * | 2020-12-01 | 2021-04-06 | 中国建筑第八工程局有限公司 | Hoisting construction method of underwater tie beam |
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