JPH10184005A - Construction method of diagonal frame - Google Patents

Construction method of diagonal frame

Info

Publication number
JPH10184005A
JPH10184005A JP35736396A JP35736396A JPH10184005A JP H10184005 A JPH10184005 A JP H10184005A JP 35736396 A JP35736396 A JP 35736396A JP 35736396 A JP35736396 A JP 35736396A JP H10184005 A JPH10184005 A JP H10184005A
Authority
JP
Japan
Prior art keywords
frame
constructing
inclined column
construction method
support
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
JP35736396A
Other languages
Japanese (ja)
Inventor
Juichi Matsuzaki
重一 松崎
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP35736396A priority Critical patent/JPH10184005A/en
Publication of JPH10184005A publication Critical patent/JPH10184005A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【課題】斜め躯体の外部に足場を設置することなく、経
済的にかつ安全に施工することができる、斜め躯体の構
築方法を提供することを目的とする。 【解決手段】基礎を支点として斜めに立ち上げた片持梁
を傾斜支柱として設置し、この傾斜支柱によって、斜め
躯体の内側、外側の型枠を支持し、内外型枠の間にコン
クリートを打設して行う、斜め躯体の構築方法である。
(57) [Summary] An object of the present invention is to provide a method for constructing a diagonal skeleton, which can be economically and safely performed without installing a scaffold outside the diagonal skeleton. SOLUTION: A cantilever, which is raised obliquely with a foundation as a fulcrum, is installed as an inclined support, and the inner and outer forms of the oblique body are supported by the inclined support, and concrete is struck between the inner and outer forms. This is a method of constructing an oblique body.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、競技場の観客席の
ように斜めに立ち上がった躯体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 method of constructing a skeletal structure such as a spectator seat in a stadium.

【0002】[0002]

【従来の技術】斜めに立ち上がった躯体を構築するに
は、従来は傾斜している躯体の外側に全範囲にわたって
足場を組み立てて施工していた。この足場によって、型
枠、支保工、および打設したコンクリートの全荷重を支
える方法であった。
2. Description of the Related Art Conventionally, in order to construct a skeletal structure, a scaffold was assembled and constructed over the entire area outside the sloping structure. This scaffold was to support the full load of formwork, shoring, and cast concrete.

【0003】[0003]

【本発明が解決しようとする課題】前記した従来の斜め
躯体の構築方法にあっては、次のような問題点がある。 <イ>斜めに立ち上がった壁面の全荷重を支えるため
に、膨大な足場、支保工が必要であった。 <ロ>この足場の組み立て、解体には多数の手数と、膨
大な仮設費用を要し、しかも組み立て、解体には危険を
伴うものであった。
The above-described conventional method for constructing a slanted skeleton has the following problems. <B> To support the entire load on the wall rising up diagonally, a huge amount of scaffolding and support was required. <B> Assembly and disassembly of this scaffold required a lot of trouble and huge temporary costs, and assembly and disassembly involved danger.

【0004】本発明は上記したような従来の問題を解決
するためになされたもので、斜め躯体の外部に足場を設
置することなく、経済的にかつ安全に施工することがで
きる、斜め躯体の構築方法を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and does not require any scaffolding to be installed outside the diagonal frame. The purpose is to provide a construction method.

【0005】[0005]

【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、本発明の斜め躯体の構築方法は、基礎を支
点として斜めに立ち上げた片持梁を傾斜支柱として設置
し、この傾斜支柱によって、斜め躯体の内側、外側の型
枠を支持し、内外型枠の間にコンクリートを打設して行
う、斜め躯体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 for constructing a diagonal skeleton according to the present invention is to install a cantilever, which is raised obliquely with a foundation as a fulcrum, as an inclined column. The present invention is characterized by a method of constructing an oblique body, in which the inner and outer forms of the oblique body are supported by the inclined supports and concrete is poured between the inner and outer forms.

【0006】[0006]

【本発明の実施の態様】以下図面を参照しながら本発明
の斜め躯体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 accompanying drawings.

【0007】<イ>傾斜支柱の設置。 斜め躯体3の基礎にH鋼などの支柱の基端部を植え込ん
で片持梁に支持し、これを傾斜支柱1として構成する。
最下層の傾斜支柱1の基端を植え込む基礎2は、地中に
構築した基礎2を使用する。しかし斜め躯体3の上層階
を構築する場合には、その下層階の梁などを傾斜支柱1
の支持基礎2として使用する。この傾斜支柱1の位置
は、図2に示すように次回に構築する予定の傾め躯体3
の内部である。
<A> Installation of inclined supports. The base end of a pillar such as H-steel is implanted in the foundation of the slanted skeleton 3 and supported by a cantilever.
As the foundation 2 for implanting the base end of the lowermost strut 1, a foundation 2 constructed in the ground is used. However, when constructing the upper floor of the diagonal frame 3, the beams and the like of the lower floor should be
Used as a support base 2 for As shown in FIG. 2, the position of the inclined support 1 is determined by the inclined frame 3 to be constructed next time.
Inside.

【0008】<ロ>型枠の支持。 コンクリート製の斜め躯体3を構築するには躯体3の内
面、外面に型枠4を配置し、その内部にコンクリートを
打設して行う。そのために、片持梁の状態で基礎2に植
え込んだ傾斜支柱1によって、斜め躯体3の内側、外側
の型枠4を支持する。型枠4の固定は、型枠4支持鋼棒
5の一端を傾斜支柱1に溶接、あるいはボルト止めし、
この支持鋼棒5の他端を型枠4に貫通して行う。外側の
型枠4と傾斜支柱1の固定を先行し、その後に外側型枠
4の内側に鉄筋を組み立てる。最後に内側の型枠4を1
段づつ傾斜支柱1に立て掛け、支持鋼棒5で傾斜支柱1
に固定して行く。外側、内側の型枠4を傾斜支柱1が確
実に固定できたら、その内部にコンクリートを打設す
る。
<B> Support for the formwork. In order to construct the slanted concrete frame 3, the form 4 is arranged on the inner and outer surfaces of the frame 3, and concrete is poured into the inside of the frame 4. For this purpose, the inner and outer formwork 4 of the slanted skeleton 3 are supported by the inclined supports 1 implanted in the foundation 2 in a cantilever state. To fix the form 4, one end of the form 4 supporting steel rod 5 is welded or bolted to the inclined support 1,
The other end of the supporting steel bar 5 is penetrated through the form 4 to perform the process. Prior to fixing the outer formwork 4 and the inclined support 1, a reinforcing bar is assembled inside the outer formwork 4. Finally, insert the inner formwork 1
Stepwise lean on the inclined column 1 and support the steel column 5 with the inclined column 1
Go to fixed. When the outer and inner forms 4 are securely fixed to the inclined column 1, concrete is poured into the inside thereof.

【0009】<ハ>他の実施例。 上記の構築方法は、傾斜支柱1を斜め躯体3の内部に位
置させた構成である。しかし場合によっては図3に示す
ように次回に構築する予定の斜め躯体3の表面から、傾
斜支柱1の前面、すなわちH鋼の内側フランジを露出さ
せるような位置に配置することも可能である。このよう
に配置すると、コンクリートが硬化して内側の型枠4を
解体した後には傾斜支柱1の内側のフランジが躯体3の
内面に露出する。そのために露出部分を利用してその後
の内装やカーテンウオールの取り付けを行うことができ
る。あるいは傾斜支柱1の傾き下側のフランジの上側面
に横パイプを係合し、この横パイプに支持力を取って外
側(下側)の型枠をつり下げてコンクリートを打設する
方法を採用することができる。すると斜め躯体3の内部
側にH鋼のウエブとフランジが露出することになる。こ
の場合にも露出したH鋼に足場を固定できるし、内装材
の下地として利用することもできる。
<C> Another embodiment. The construction method described above has a configuration in which the inclined support 1 is positioned inside the oblique skeleton 3. However, depending on the case, as shown in FIG. 3, it is also possible to arrange the oblique body 3 at the position where the front surface of the inclined column 1, that is, the inner flange of H steel is exposed from the surface of the oblique body 3 to be constructed next time. With this arrangement, after the concrete is hardened and the inner formwork 4 is disassembled, the inner flange of the inclined column 1 is exposed on the inner surface of the frame 3. For this purpose, the interior and the curtain wall can be attached later using the exposed portion. Alternatively, a method is employed in which a horizontal pipe is engaged with the upper surface of the lower flange of the inclined column 1 and the outer (lower) formwork is suspended by taking a supporting force on the horizontal pipe to cast concrete. can do. Then, the web and the flange of the H steel are exposed on the inner side of the oblique body 3. Also in this case, the scaffold can be fixed to the exposed H steel, and can also be used as a base material for an interior material.

【0010】[0010]

【本発明の効果】本発明の斜め躯体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>傾斜支柱1が全重量を支持するために、斜め躯体
3の外側に膨大な足場を作らなくとも施工が可能とな
る。あるいは足場を設置したとしても、全荷重を受ける
必要がないから軽微なもので十分である。 <ロ>コンクリート打設前に傾斜支柱1が設置できるか
ら、その傾斜支柱1を利用して内側の足場や通路、仮受
け台を簡単に取り付けることができる。また傾斜状態で
の不安定な作業では不可欠な、位置決め用の定規として
も利用することができる。 <ハ>傾斜支柱1を躯体3の外側に配置する方法も考え
られる。しかし本発明の方法は傾斜支柱1を躯体3の内
側に配置したために、外側に配置した場合に比較して傾
斜支柱1や支保工の解体作業が不要でありきわめて経済
的である。 <ニ>傾斜支柱1を内側の一部を躯体3の内側に露出さ
せておけば、内装部材、カーテンウオールの取り付け台
として利用できる。
[Effect of the present invention] Since the method of constructing an oblique body according to the present invention is as described above, the following effects can be obtained. <B> Since the inclined column 1 supports the entire weight, the construction can be performed without making a huge scaffold outside the oblique frame 3. Alternatively, even if a scaffold is installed, it is not necessary to receive the full load, so a small one is sufficient. <B> Since the inclined column 1 can be installed before concrete casting, the internal scaffolding, passage, and temporary support can be easily attached using the inclined column 1. In addition, it can be used as a ruler for positioning, which is indispensable for unstable work in an inclined state. <C> A method of arranging the inclined column 1 outside the frame 3 is also conceivable. However, according to the method of the present invention, since the inclined column 1 is arranged inside the frame 3, the disassembly work of the inclined column 1 and the support works is not required as compared with the case where the inclined column 1 is arranged outside, and the method is very economical. <D> If a part of the inside of the inclined column 1 is exposed to the inside of the frame 3, it can be used as a mounting base for an interior member and a curtain wall.

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

【図1】本発明の斜め躯体3の構築方法の実施例の説明
FIG. 1 is an explanatory view of an embodiment of a method for constructing an oblique body 3 of the present invention.

【図2】その断面図FIG. 2 is a sectional view of the same.

【図3】他の実施例の断面図FIG. 3 is a cross-sectional view of another embodiment.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】競技場の観客席のような斜め躯体を構築す
るに際して、 基礎を支点として斜めに立ち上げた片持梁を傾斜支柱と
して設置し、 この傾斜支柱によって、斜め躯体の内側、外側の型枠を
支持し、 内外型枠の間にコンクリートを打設して行う、 斜め躯体の構築方法
When constructing an oblique frame such as a spectator seat of a stadium, a cantilever that is raised obliquely with a base as a fulcrum is installed as an inclined column, and the inside and outside of the oblique frame are set by the inclined column. Diagonal frame construction method by supporting concrete formwork and placing concrete between inside and outside formwork
JP35736396A 1996-12-26 1996-12-26 Construction method of diagonal frame Pending JPH10184005A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35736396A JPH10184005A (en) 1996-12-26 1996-12-26 Construction method of diagonal frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35736396A JPH10184005A (en) 1996-12-26 1996-12-26 Construction method of diagonal frame

Publications (1)

Publication Number Publication Date
JPH10184005A true JPH10184005A (en) 1998-07-14

Family

ID=18453755

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35736396A Pending JPH10184005A (en) 1996-12-26 1996-12-26 Construction method of diagonal frame

Country Status (1)

Country Link
JP (1) JPH10184005A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112523100A (en) * 2020-12-09 2021-03-19 中冶京诚工程技术有限公司 Template supporting structure of overhead concrete cantilever beam
CN114703987A (en) * 2022-04-02 2022-07-05 东莞职业技术学院 High-rise shear wall pouring method and high-rise staircase pouring method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112523100A (en) * 2020-12-09 2021-03-19 中冶京诚工程技术有限公司 Template supporting structure of overhead concrete cantilever beam
CN114703987A (en) * 2022-04-02 2022-07-05 东莞职业技术学院 High-rise shear wall pouring method and high-rise staircase pouring method

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