JP2009030259A - Skeleton construction method using steel frame of multistory parking space - Google Patents

Skeleton construction method using steel frame of multistory parking space Download PDF

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JP2009030259A
JP2009030259A JP2007192998A JP2007192998A JP2009030259A JP 2009030259 A JP2009030259 A JP 2009030259A JP 2007192998 A JP2007192998 A JP 2007192998A JP 2007192998 A JP2007192998 A JP 2007192998A JP 2009030259 A JP2009030259 A JP 2009030259A
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steel frame
building
parking lot
frame
unit
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Eisaku Kawai
栄作 河合
Yuji Hisada
祐司 久田
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a skeleton construction method which can greatly shorten a construction period by enabling steel-frame work for a multistory parking space and skeleton work for the periphery of the multistory parking space to be concurrently executed by utilizing the steel frame of the multistory parking space so as to support a scaffold. <P>SOLUTION: A skeleton 2 of the building B, into which the multistory parking space A is incorporated, is constructed by repeating: a step of installing a temporary stage C with unit scaffolding, which is composed of a stage 3 capable of being suspended by a crane and prefabricated scaffolding 4 corresponding to a predetermined number of stories of the building and assembled on the stage, on the steel frame 1 of the multistory parking space constructed in the state of facing the skeleton 2 corresponding to the predetermined number of stories of the building; a step of constructing the skeleton 2, corresponding to the predetermined number of stories of the building, in the upper section of the skeleton 2 through the use of the temporary stage with the unit scaffolding; a step of temporarily removing the temporary stage with the unit scaffolding; and a step of adding a steel-frame unit 12 for the steel frame of the multistory parking space, corresponding to the predetermined number of stories of the building, in the upper section of the steel frame 1 of the multistory parking space. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、建物内部に立体駐車場を設置する場合の立体駐車場周囲の吹抜け状となる躯体の構築方法に関する。   The present invention relates to a method for constructing a housing having a hollow shape around a multi-story parking lot when a multi-story parking lot is installed inside a building.

近年、都心部では超高層集合住宅の建設が増加しており、これらの超高層集合住宅においては、タワー式の立体駐車場が建物の内部に取り込まれる計画が多い。この場合、立体駐車場の設置部分は吹抜け状となる。従来では、この立体駐車場周囲の吹抜け状となる躯体を構築するにあたって、次の方法が採用されていた。
(1)図14に示すように、立体駐車場の構築予定位置に積み上げた枠組足場4を使用して、吹抜け周囲の躯体を構築する方法。
(2)特許文献1,2に記載されているようなジャンピング足場やセルフクライミング足場等を使用して、吹抜け周囲の躯体を構築する方法。
In recent years, the construction of high-rise apartments is increasing in the city center, and in these high-rise apartments, there are many plans to incorporate a tower-type multistory parking lot into the building. In this case, the installation part of the multi-story parking lot is in an atrium. Conventionally, the following method has been adopted in constructing a frame having a hollow shape around this multilevel parking lot.
(1) As shown in FIG. 14, a method for constructing a frame around a colonnade using a frame scaffold 4 stacked at a planned construction position of a multistory parking lot.
(2) A method of constructing a frame around a stairwell using a jumping scaffold or a self-climbing scaffold as described in Patent Documents 1 and 2.

前者の構築方法による場合は、膨大な数量の枠組足場4とその組立手間が必要であるばかりでなく、枠組足場4の解体撤去が完了した後でないと、枠組足場4が障害物になって立体駐車場の鉄骨工事を開始できないので、工期が長くなるという問題点があった。   In the case of the former construction method, not only is a huge amount of the frame scaffold 4 and its assembly labor required, but also the frame scaffold 4 becomes an obstruction if the frame scaffold 4 has not been dismantled and removed. There was a problem that the construction period was long because the steel frame construction of the parking lot could not be started.

後者の方法では、ジャンピング足場やセルフクライミング足場を躯体に支持させるための金具(例えば、躯体側面から跳ね出した状態に設けられるブラケットや壁つなぎ、躯体に埋設されるアンカー類などである。)を設置することが必要であり、これらの金具の設置や上層階への盛り替えに多大の手間が掛かる上、ジャンピング足場やセルフクライミング足場が障害物になって、吹抜け部への鉄骨の吊り込みが行えないので、躯体の構築後でないと、立体駐車場の鉄骨工事を開始できず、工期が長くなる点では、前者の構築方法と大同小異である。   In the latter method, a metal fitting for supporting the jumping scaffold or the self-climbing scaffold on the chassis (for example, a bracket or a wall connecting provided in a state of jumping from the side of the chassis, an anchor embedded in the chassis, or the like). It is necessary to install these parts, and it takes a lot of time to install these metal fittings and rearrange them to the upper floors. In addition, jumping scaffolds and self-climbing scaffolds become obstacles, and steel frames are suspended in the atrium. Since it cannot be done, it is not much different from the former construction method in that the steel frame construction of the multistory parking garage cannot be started without the construction of the housing, and the construction period becomes longer.

特許第3077559号Japanese Patent No. 3077559 特開2006−299559号公報JP 2006-299559 A

本発明は、上記の問題点を踏まえてなされたものであって、その目的とするところは、立体駐車場鉄骨を足場の支持に利用することにより、立体駐車場の鉄骨工事と立体駐車場周囲の躯体工事とを並行して行うことができて、大幅な工期短縮が可能となる躯体構築方法を提供することにある。   The present invention has been made in view of the above-mentioned problems, and the object of the present invention is to use a multi-story car park steel frame for supporting a scaffold, and to construct a steel structure for a multi-story car park and the surroundings of the multi-story car park. It is an object of the present invention to provide a building construction method that can be carried out in parallel with the building construction and can greatly reduce the construction period.

上記の目的を達成するために本発明が講じた技術手段は次の通りである。即ち、請求項1に記載の発明による立体駐車場鉄骨を利用した躯体構築方法は、立体駐車場が内部に取り込まれた建物の躯体を構築するにあたり、建物の所定階層分の躯体に対向して構築された立体駐車場鉄骨の上に、揚重機によって吊下げ可能なステージとステージ上に組み立てられた建物の所定階層分の足場とから成るユニット足場付き仮設ステージを設置する工程と、当該ユニット足場付き仮設ステージを使用して前記躯体の上部に建物の所定階層分の躯体を構築する工程と、当該ユニット足場付き仮設ステージを一時的に撤去する工程と、前記立体駐車場鉄骨の上部に建物の所定階層分の立体駐車場鉄骨を継ぎ足す工程を繰り返すことを特徴としている。   The technical means taken by the present invention to achieve the above object are as follows. That is, the building construction method using the multi-storey parking lot steel frame according to the first aspect of the present invention faces the building for a predetermined level of the building when the building of the building in which the multi-storey parking lot is incorporated is built. A step of installing a temporary stage with a unit scaffolding comprising a stage that can be suspended by a lifting machine and a scaffold for a predetermined level of a building that is assembled on the stage, on a built-up multilevel parking lot steel frame, and the unit scaffolding A step of constructing a frame for a predetermined level of the building on the upper part of the building using a temporary stage with a step, a step of temporarily removing the temporary stage with the unit scaffolding, and a building It is characterized by repeating the process of adding a three-dimensional parking lot steel frame for a predetermined level.

請求項2に記載の発明は、請求項1に記載の立体駐車場鉄骨を利用した躯体構築方法であって、建物の所定階層分の立体駐車場鉄骨が先組みされた鉄骨ユニットであることを特徴としている。   Invention of Claim 2 is a frame construction method using the multistory parking lot steel frame of Claim 1, Comprising: It is a steel frame unit by which the multistory parking lot steel frame for the predetermined | prescribed hierarchy of a building was assembled first. It is a feature.

請求項3に記載の発明は、請求項1又は2に記載の立体駐車場鉄骨を利用した躯体構築方法であって、ユニット足場付き仮設ステージの下面に立体駐車場鉄骨の本設柱鉄骨と嵌合する嵌合部が形成されていることを特徴としている。   The invention according to claim 3 is a housing construction method using the multistory parking lot steel frame according to claim 1 or 2, and is fitted with the main pillar steel frame of the multistory parking lot steel frame on the lower surface of the temporary stage with unit scaffolding. It is characterized in that a mating portion is formed.

請求項1に記載の発明によれば、建物の所定階層分の躯体に対向して構築された立体駐車場鉄骨の上に、ユニット足場付き仮設ステージを設置することにより、当該ユニット足場付き仮設ステージの重量を立体駐車場鉄骨に支持させ、この状態で、当該ユニット足場付き仮設ステージを使用して前記躯体の上部に建物の所定階層分の躯体を構築し、しかる後、前記ユニット足場付き仮設ステージを一時的に撤去した状態で、前記立体駐車場鉄骨の上部に建物所定階層分の立体駐車場鉄骨を継ぎ足し、これらの工程の繰返しによって、立体駐車場の周囲の躯体を構築するので、立体駐車場の鉄骨工事と立体駐車場周囲の躯体工事とを並行して行うことができ、大幅な工期短縮が可能である。   According to the first aspect of the present invention, the temporary stage with the unit scaffolding is installed by installing the temporary stage with the unit scaffolding on the three-dimensional parking lot steel frame constructed to face the frame for the predetermined level of the building. In this state, a temporary building with a unit scaffolding is used to construct a frame for a predetermined level of the building, and then the temporary stage with the unit scaffolding is supported. In the state where the parking lot is temporarily removed, a three-dimensional parking lot steel frame for a predetermined level of the building is added to the upper part of the three-dimensional parking lot steel frame, and the frame around the multi-level parking lot is constructed by repeating these steps. The steel frame work in the car park and the frame work around the multi-story parking lot can be performed in parallel, and the construction period can be greatly shortened.

また、立体駐車場鉄骨でユニット足場付き仮設ステージを支持するので、従来方法のようなジャンピング足場やセルフクライミング足場を躯体に支持させるための金具やその設置・盛り替え作業が不要であり、しかも、立体駐車場鉄骨の構築が進行するにつれてユニット足場付き仮設ステージを上層階へと転用して行くので、仮設資材も少なくて済む。   In addition, because the temporary parking stage with unit scaffolding is supported by a multilevel parking lot steel frame, there is no need for metal fittings and its installation / replacement work for supporting the jumping scaffolding and self-climbing scaffolding on the chassis as in the conventional method, As the construction of the multi-story parking garage progresses, the temporary stage with unit scaffolding is diverted to the upper floor, so there is less temporary material.

請求項1に記載の発明において、立体駐車場鉄骨としては、鋼材を単体の状態、若しくは、幾つかの鋼材を連結した状態で、構築位置に搬入し、現場で組み立てるようにしてもよいが、ユニット足場付き仮設ステージを一時的に撤去した状態で、先行する立体駐車場鉄骨の上部に建物所定階層分の立体駐車場鉄骨を継ぎ足すので、請求項2に記載の発明のように、所定階層分の立体駐車場鉄骨を先組みされた鉄骨ユニットとして、吊り込むことが可能となる。そして、請求項2に記載の発明によれば、ユニット足場付き仮設ステージを一時的に撤去し、先組みされた鉄骨ユニットを吊り込んで、先行して構築された立体駐車場鉄骨の上に継ぎ足すことになるので、鋼材の揚重回数が低減されることになり、立体駐車場鉄骨の構築を能率よく行うことができる。   In the invention according to claim 1, as the multi-story parking garage, the steel material may be carried into a construction position in a single state or in a state where several steel materials are connected, and may be assembled on site. In the state where the temporary stage with the unit scaffolding is temporarily removed, the three-dimensional parking lot steel frame for a predetermined level of the building is added to the upper part of the preceding three-dimensional parking lot steel frame, so that the predetermined level as in the invention of claim 2 It is possible to suspend the three-dimensional parking lot steel frame as a pre-assembled steel frame unit. According to the second aspect of the present invention, the temporary stage with the unit scaffold is temporarily removed, the pre-assembled steel frame unit is suspended, and the joint is placed on the three-dimensional parking lot steel frame constructed in advance. Therefore, the number of times the steel material is lifted is reduced, and the construction of the multi-story parking garage can be efficiently performed.

請求項3に記載の発明によれば、ユニット足場付き仮設ステージの下面に立体駐車場鉄骨の本設柱鉄骨と嵌合する嵌合部が形成されているので、嵌合部を立体駐車場鉄骨の本設柱鉄骨と嵌合させることによって、ユニット足場付き仮設ステージの位置決めを行え、立体駐車場鉄骨に対するユニット足場付き仮設ステージの設置作業を容易に行うことができる。   According to invention of Claim 3, since the fitting part fitted with the permanent pillar steel frame of a multistory parking lot steel frame is formed in the lower surface of the temporary stage with a unit scaffold, a multistory parking lot steel frame is formed. The temporary stage with the unit scaffold can be positioned by fitting with the permanent pillar steel frame, and the installation work of the temporary stage with the unit scaffold with respect to the three-dimensional parking lot steel frame can be easily performed.

図1〜図10は、本発明に係る立体駐車場鉄骨を利用した躯体構築方法の一例を示し、図11は、立体駐車場Aが内部に取り込まれた建物Bの一例を示す。1は立体駐車場鉄骨、2は立体駐車場周囲の吹抜け状となる躯体であり、内部耐震壁を構成している。図1に示すCはユニット足場付き仮設ステージである。   FIGS. 1-10 shows an example of the housing construction method using the multistory parking lot steel frame which concerns on this invention, and FIG. 11 shows an example of the building B in which the multistory parking lot A was taken in. FIG. Reference numeral 1 denotes a multistory parking lot steel frame, and 2 denotes a hollow frame surrounding the multistory parking lot, which constitutes an internal earthquake resistant wall. C shown in FIG. 1 is a temporary stage with a unit scaffold.

ユニット足場付き仮設ステージCは、タワークレーン等の揚重機によって吊下げ可能なステージ3と、ステージ3上に組み立てられた建物所定階層分(例えば2層分)の足場(図示の例では枠組足場4である。)とから構成されている。前記ステージ3は、図2に示すように、枠組足場4を設置する作業床となる鋼板5と、それを支持する鋼製の根太6及び大曳き7と、大曳き7上に設けた吊り金具8、吊下げ用ワイヤーロープ9、トラバーサ
ー10等で構成されている。
The temporary stage C with a unit scaffold includes a stage 3 that can be suspended by a lifting machine such as a tower crane, and a scaffold for a predetermined level (for example, two layers) of a building assembled on the stage 3 (in the illustrated example, a framework scaffold 4). )). As shown in FIG. 2, the stage 3 includes a steel plate 5 serving as a work floor on which the frame scaffold 4 is installed, a steel joist 6 and a large wood 7 that support the steel plate 5, and a hanging metal fitting provided on the large wood 7. 8, the wire rope 9 for suspension, the traverser 10, etc. are comprised.

ユニット足場付き仮設ステージCの隅角部下面には、立体駐車場鉄骨1の本設柱鉄骨1aと嵌合する嵌合部11が設けられている。具体的には、図2に示すように、大曳き7を構成するH形鋼の両端部下面に角筒状の鋼管を溶接して、嵌合部11を構成してある。嵌合部11の下端開口部は下広がりのテーパー面に形成されており、ユニット足場付き仮設ステージCを揚重機によって吊り込む際、テーパー面の案内によって、嵌合部11を立体駐車場鉄骨1の本設柱鉄骨1aに容易に嵌合し得るように配慮されている。そして、嵌合部11が立体駐車場鉄骨1の本設柱鉄骨1aと嵌合することにより、ユニット足場付き仮設ステージCが位置決めされ、且つ、立体駐車場鉄骨1で支持されるように構成されている。   On the lower surface of the corner portion of the temporary stage C with the unit scaffolding, a fitting portion 11 that fits with the main pillar steel frame 1a of the multilevel parking lot steel frame 1 is provided. Specifically, as shown in FIG. 2, a fitting portion 11 is formed by welding square tube-shaped steel pipes to the lower surfaces of both ends of the H-shaped steel constituting the large wood 7. The lower end opening of the fitting part 11 is formed in a downwardly tapered surface, and when the temporary stage C with unit scaffold is suspended by a lifting machine, the fitting part 11 is guided by the taper surface to guide the fitting part 11 to the three-dimensional parking lot steel frame 1. Consideration is given so that it can be easily fitted to the permanent steel frame 1a. And the temporary stage C with a unit scaffolding is positioned by fitting the fitting part 11 with the permanent pillar steel frame 1a of the multilevel parking lot steel frame 1, and it is comprised so that it may be supported by the multilevel parking lot steel frame 1. ing.

尚、嵌合部11を立体駐車場鉄骨1の本設柱鉄骨1aに嵌合した状態では、ユニット足場付き仮設ステージCの重量が立体駐車場鉄骨1の本設柱鉄骨1aに加わるので、嵌合部11と本設柱鉄骨1aをボルト連結しなくとも、ユニット足場付き仮設ステージCは安定に保たれるが、図示の例では、安全性向上のため、図3〜図5に示すように、嵌合部11の側面にボルト孔aを設けて、当該ボルト孔aと本設柱鉄骨1aのフランジに設けられた本設柱鉄骨接合用のボルト孔bとにわたって長ボルトcを挿入し、ナットdで抜け止めするように構成してある。   In addition, in the state which fitted the fitting part 11 to the permanent pillar steel frame 1a of the multistory parking lot steel frame 1, since the weight of the temporary stage C with a unit scaffolding is added to the permanent pillar steel frame 1a of the multistory parking lot steel frame 1, it fits. Although the temporary stage C with a unit scaffolding is kept stable without bolting the joint 11 and the main pillar steel frame 1a, in the illustrated example, as shown in FIGS. The bolt hole a is provided on the side surface of the fitting portion 11, and the long bolt c is inserted over the bolt hole a and the bolt hole b for permanent column steel joint provided in the flange of the permanent column steel frame 1a. The nut d is used to prevent it from coming off.

立体駐車場鉄骨1を利用した躯体構築方法の施工手順を図面に基づいて説明すると、次の通りである。即ち、図11で示したような立体駐車場Aが内部に取り込まれた建物Bにおける立体駐車場Aの周囲の躯体2を構築するにあたり、先ず、図6の(A)に示すように、地上に設置した枠組足場4を使用して、建物Bの所定階層分(例えば、2層分)の躯体2を構築する。   It is as follows when the construction procedure of the frame construction method using the multistory parking lot steel frame 1 is demonstrated based on drawing. That is, in constructing the housing 2 around the multistory parking lot A in the building B in which the multistory parking lot A shown in FIG. 11 is taken, first, as shown in FIG. Using the frame scaffold 4 installed in, a building 2 of a predetermined layer (for example, two layers) of the building B is constructed.

そして、枠組足場4を解体撤去した後、図6の(B)に示すように、予め、別の場所で先組みされた鉄骨ユニット12をタワークレーン等の揚重機で吊り込み、図7の(A)に示すように、建物Bの所定階層分の躯体2に対向する立体駐車場鉄骨1を構築する。   Then, after dismantling and removing the frame scaffold 4, as shown in FIG. 6 (B), the steel frame unit 12 pre-assembled in another place is hung with a lifting machine such as a tower crane in advance. As shown to A), the multistory parking lot steel frame 1 which opposes the frame 2 for the predetermined hierarchy of the building B is constructed | assembled.

しかる後、図7の(B)に示すように、ユニット足場付き仮設ステージCを揚重機によって吊り込み、図8の(A)に示すように、立体駐車場鉄骨1の上に、ユニット足場付き仮設ステージCを設置して、当該ユニット足場付き仮設ステージCの重量を立体駐車場鉄骨1に支持させる。   Thereafter, as shown in FIG. 7 (B), the temporary stage C with unit scaffolding is suspended by a lifting machine, and as shown in FIG. The temporary stage C is installed, and the weight of the temporary stage C with the unit scaffold is supported by the multi-story parking lot steel frame 1.

この状態で、当該ユニット足場付き仮設ステージCを使用して、図8の(B)に示すように、前記躯体2の上部に建物Bの所定階層分(例えば、2層分)の躯体2を構築する。   In this state, using the temporary stage C with the unit scaffold, as shown in FIG. 8 (B), the frame 2 of a predetermined layer (for example, two layers) of the building B is placed on the top of the frame 2. To construct.

次に、図9の(A)に示すように、タワークレーン等の揚重機を使用して、前記ユニット足場付き仮設ステージCを一時的に撤去する。そして、図9の(B)に示すように、ユニット足場付き仮設ステージCが撤去された吹抜け状部分に、予め別の場所で先組みされた次の鉄骨ユニット12をタワークレーン等の揚重機で吊り込み、先行して構築された立体駐車場鉄骨1の上部に建物所定階層分(例えば、2層分)の立体駐車場鉄骨1を継ぎ足す。以下、図10に示すように、図8〜図9の工程を繰り返すことによって、図11で示したような立体駐車場Aが内部に取り込まれた建物Bにおける立体駐車場Aの周囲の躯体2を構築することができる。   Next, as shown in FIG. 9A, the temporary stage C with the unit scaffold is temporarily removed using a lifting machine such as a tower crane. Then, as shown in FIG. 9 (B), the next steel frame unit 12 pre-assembled in another place in the atrium-like part from which the temporary stage C with the unit scaffold has been removed is lifted by a lifting machine such as a tower crane. The three-dimensional parking lot steel frame 1 for a predetermined level of the building (for example, two layers) is added to the upper part of the multi-level parking lot steel frame 1 that is suspended and preceded. Hereinafter, as shown in FIG. 10, the housing 2 around the multi-story parking lot A in the building B in which the multi-story parking lot A shown in FIG. Can be built.

尚、上下の鉄骨ユニット12,12同士の接合は、下側の鉄骨ユニット12における最上段の梁鉄骨1bに取り付けたコラムステージ(図示せず)を使用して行われる。ユニット足場付き仮設ステージCの嵌合部11と本設柱鉄骨1aとのボルト連結も前記コラムス
テージを作業床として行うことができる。この場合、図1に示したように、ステージ3の一部に開閉可能な開口部3aを設けておけば、立体駐車場Aの周囲の躯体2に作業者の出入りする開口部がなくても、また、ユニット足場付き仮設ステージCと躯体2の隙間が狭くても、コラムステージとユニット足場付き仮設ステージC間の作業者の移動を容易に行うことができる。
The upper and lower steel frame units 12 are joined to each other using a column stage (not shown) attached to the uppermost beam steel frame 1b in the lower steel frame unit 12. Bolt connection between the fitting part 11 of the temporary stage C with unit scaffolding and the main pillar steel frame 1a can also be performed using the column stage as a work floor. In this case, as shown in FIG. 1, if an opening 3 a that can be opened and closed is provided in a part of the stage 3, there is no opening for an operator to enter and leave the housing 2 around the multistory parking lot A. In addition, even if the gap between the temporary stage C with unit scaffolding and the housing 2 is narrow, the operator can easily move between the column stage and the temporary stage C with unit scaffolding.

上記の構成によれば、建物Bの所定階層分の躯体2に対向して構築された立体駐車場鉄骨1の上に、ユニット足場付き仮設ステージCを設置することにより、当該ユニット足場付き仮設ステージCの重量を立体駐車場鉄骨1に支持させ、この状態で、当該ユニット足場付き仮設ステージCを使用して前記躯体2の上部に建物Bの所定階層分の躯体2を構築し、しかる後、前記ユニット足場付き仮設ステージCを一時的に撤去した状態で、前記立体駐車場鉄骨1の上部に建物所定階層分の立体駐車場鉄骨1を継ぎ足し、これらの工程の繰返しによって、立体駐車場Aの周囲の躯体2を構築するので、立体駐車場Aの鉄骨工事と立体駐車場周囲の躯体工事とを並行して行うことができ、大幅な工期短縮が可能である。   According to said structure, the temporary stage with a unit scaffolding is installed by installing the temporary stage C with a unit scaffolding on the three-dimensional parking lot steel frame 1 constructed facing the frame 2 for the predetermined hierarchy of the building B. The weight of C is supported by the three-dimensional parking lot steel frame 1, and in this state, the frame 2 for the predetermined level of the building B is constructed on the upper side of the frame 2 using the temporary stage C with the unit scaffolding, In a state where the temporary stage C with the unit scaffolding is temporarily removed, the multilevel parking lot steel frame 1 for a predetermined level of the building is added to the upper part of the multilevel parking lot steel frame 1, and by repeating these steps, the multilevel parking lot A Since the surrounding housing 2 is constructed, the steel frame construction of the multistory parking lot A and the housing construction around the multistory parking lot can be performed in parallel, and the construction period can be greatly shortened.

また、立体駐車場鉄骨1でユニット足場付き仮設ステージCを支持するので、従来方法のようなジャンピング足場やセルフクライミング足場を躯体に支持させるための金具やその設置・盛り替え作業が不要であり、しかも、立体駐車場鉄骨1の構築が進行するにつれてユニット足場付き仮設ステージCを上層階へと転用して行くので、仮設資材も少なくて済む。   Moreover, since the temporary parking stage C with the unit scaffolding is supported by the multilevel parking garment steel frame 1, there is no need for metal fittings and its installation / replacement work for supporting the jumping scaffolding and self-climbing scaffolding on the chassis as in the conventional method, Moreover, since the temporary stage C with the unit scaffolding is diverted to the upper floor as the construction of the multi-story parking frame steel frame 1 progresses, less temporary materials are required.

殊に、上記の構成によれば、立体駐車場鉄骨1として先組みされた鉄骨ユニット12を作製しておき、ユニット足場付き仮設ステージCを一時的に撤去した状態で、当該鉄骨ユニット12を吊り込み、先行して構築された立体駐車場鉄骨1の上に継ぎ足すようにしたので、鋼材の揚重回数が低減されることになり、立体駐車場鉄骨1の構築を能率よく行うことができる。   In particular, according to the above-described configuration, the steel unit 12 assembled in advance as the multilevel parking lot steel frame 1 is prepared, and the steel frame unit 12 is suspended in a state where the temporary stage C with the unit scaffold is temporarily removed. In addition, since it was added on the multilevel parking lot steel frame 1 constructed in advance, the number of lifting of the steel material is reduced, and the multilevel parking lot steel frame 1 can be efficiently constructed. .

以上、実施形態について説明したが、本発明は上記の実施形態にのみ限定されるものではなく、本発明の要旨を逸脱しない範囲で種々の実施形態を採用できることは勿論である。例えば、本発明は、図11に示したように、立体駐車場Aの周囲4面が躯体2で囲まれた建物の他、図12に示すように、立体駐車場Aの周囲3面が躯体2で囲まれた建物や、図13に示すように、立体駐車場Aの周囲2面が躯体2で囲まれた建物おいて、立体駐車場Aの周囲3面又は周囲2面の躯体2を構築する場合にも適用可能である。また、上記の実施形態では、図6の(A)の工程において、枠組足場4を地上に設置したが、この枠組足場4に代えて、ユニット足場付き仮設ステージCを用いることも可能である。図示しないが、前述した嵌合部11に代えて、ユニット足場付き仮設ステージCの隅角部下面に本設柱鉄骨1aと同一断面のH形鋼を設け、上下の本設柱鉄骨1a同士の接合と同様に、当該H形鋼と本設柱鉄骨1aを、スプライスプレートを介してボルト連結するように構成してもよい。   Although the embodiments have been described above, the present invention is not limited to the above-described embodiments, and various embodiments can be adopted without departing from the gist of the present invention. For example, in the present invention, as shown in FIG. 11, in addition to a building in which the four surroundings of the multistory parking lot A are surrounded by the housing 2, the three surroundings of the multistory parking lot A are shown in FIG. 12. As shown in FIG. 13, in the building surrounded by the housing 2 with the two surroundings of the multistory parking lot A, the three surroundings of the multistory parking lot A or the two housings 2 around the parking lot A It is also applicable when building. In the above embodiment, the frame scaffold 4 is installed on the ground in the process of FIG. 6A. However, a temporary stage C with a unit scaffold can be used instead of the frame scaffold 4. Although not shown, instead of the fitting portion 11 described above, an H-shaped steel having the same cross section as that of the main column steel frame 1a is provided on the lower surface of the corner portion of the temporary stage C with a unit scaffold, and the upper and lower main column steel frames 1a Similarly to the joining, the H-shaped steel and the main pillar steel frame 1a may be connected by bolts via a splice plate.

本発明の実施形態を示す概略斜視図である。It is a schematic perspective view which shows embodiment of this invention. 要部の側面図である。It is a side view of the principal part. 要部の側面図である。It is a side view of the principal part. 要部の正面図である。It is a front view of the principal part. 要部の横断平面図である。It is a cross-sectional top view of the principal part. 施工手順の説明図である。It is explanatory drawing of a construction procedure. 図6に続く施工手順の説明図である。It is explanatory drawing of the construction procedure following FIG. 図7に続く施工手順の説明図である。It is explanatory drawing of the construction procedure following FIG. 図8に続く施工手順の説明図である。It is explanatory drawing of the construction procedure following FIG. 図9に続く施工手順の説明図である。It is explanatory drawing of the construction procedure following FIG. 立体駐車場が内部に取り込まれた建物の一例を示す概略平面図である。It is a schematic plan view which shows an example of the building in which the multistory parking lot was taken in. 立体駐車場が内部に取り込まれた建物の他の例を示す概略平面図である。It is a schematic plan view which shows the other example of the building in which the multistory parking lot was taken in. 立体駐車場が内部に取り込まれた建物の他の例を示す概略平面図である。It is a schematic plan view which shows the other example of the building in which the multistory parking lot was taken in. 従来例を示す概略側面図である。It is a schematic side view which shows a prior art example.

符号の説明Explanation of symbols

A 立体駐車場
B 建物
C ユニット足場付き仮設ステージ
1 立体駐車場鉄骨
a,b ボルト孔
c 長ボルト
d ナット
1a 本設柱鉄骨
1b 梁鉄骨
2 躯体
3 ステージ
4 枠組足場
5 鋼板
6 根太
7 大曳き
8 吊り金具
9 吊下げ用ワイヤーロープ
10 トラバーサー
11 嵌合部
12 鉄骨ユニット
A Multi-story parking lot B Building C Temporary stage with unit scaffolding 1 Multi-story parking steel frame a, b Bolt hole c Long bolt d Nut 1a Permanent pillar steel frame 1b Beam steel frame 2 Frame 3 Stage 4 Frame scaffold 5 Steel plate 6 Radish 7 Large 8 Suspension bracket 9 Suspension wire rope 10 Traverser 11 Fitting part 12 Steel frame unit

Claims (3)

立体駐車場が内部に取り込まれた建物の躯体を構築するにあたり、建物の所定階層分の躯体に対向して構築された立体駐車場鉄骨の上に、揚重機によって吊下げ可能なステージとステージ上に組み立てられた建物の所定階層分の足場とから成るユニット足場付き仮設ステージを設置する工程と、当該ユニット足場付き仮設ステージを使用して前記躯体の上部に建物の所定階層分の躯体を構築する工程と、当該ユニット足場付き仮設ステージを一時的に撤去する工程と、前記立体駐車場鉄骨の上部に建物の所定階層分の立体駐車場鉄骨を継ぎ足す工程を繰り返すことを特徴とする立体駐車場鉄骨を利用した躯体構築方法。   When building a building frame with a multi-story parking lot inside, a stage that can be suspended by a hoist on a multi-story parking frame steel frame that is built facing the building for a given level of the building A step of installing a temporary stage with a unit scaffolding composed of scaffolds for a predetermined level of the building assembled to the building, and a frame for a predetermined level of the building is constructed on the upper part of the frame using the temporary stage with a unit scaffolding A multi-story parking lot comprising repeating a step, a step of temporarily removing the temporary stage with the unit scaffolding, and a step of adding a multi-story parking lot steel frame for a predetermined level of the building to the upper part of the multi-story parking lot steel frame A frame construction method using steel frames. 建物の所定階層分の立体駐車場鉄骨が先組みされた鉄骨ユニットであることを特徴とする請求項1に記載の立体駐車場鉄骨を利用した躯体構築方法。   The building construction method using a multi-story parking lot steel frame according to claim 1, wherein the multi-story parking lot steel frame for a predetermined level of the building is a steel frame unit assembled beforehand. ユニット足場付き仮設ステージの下面に立体駐車場鉄骨の本設柱鉄骨と嵌合する嵌合部が形成されていることを特徴とする請求項1又は2に記載の立体駐車場鉄骨を利用した躯体構築方法。   3. A housing using a multi-story car park steel frame according to claim 1 or 2, wherein a fitting part for mating with a main pillar steel frame of a multi-story car park steel frame is formed on a lower surface of a temporary stage with a unit scaffolding. Construction method.
JP2007192998A 2007-07-25 2007-07-25 Skeleton construction method using steel frame of multistory parking space Pending JP2009030259A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007192998A JP2009030259A (en) 2007-07-25 2007-07-25 Skeleton construction method using steel frame of multistory parking space

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Application Number Priority Date Filing Date Title
JP2007192998A JP2009030259A (en) 2007-07-25 2007-07-25 Skeleton construction method using steel frame of multistory parking space

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Publication Number Publication Date
JP2009030259A true JP2009030259A (en) 2009-02-12

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009180058A (en) * 2008-02-01 2009-08-13 Kajima Corp Construction method for multistory parking garage
JP2014047547A (en) * 2012-08-31 2014-03-17 Kajima Corp Construction method for multistory parking space
CN108457506A (en) * 2018-05-15 2018-08-28 广东怡丰智能车库有限公司 A kind of stereo garage prefabricated cabin and its skeleton component

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009180058A (en) * 2008-02-01 2009-08-13 Kajima Corp Construction method for multistory parking garage
JP2014047547A (en) * 2012-08-31 2014-03-17 Kajima Corp Construction method for multistory parking space
CN108457506A (en) * 2018-05-15 2018-08-28 广东怡丰智能车库有限公司 A kind of stereo garage prefabricated cabin and its skeleton component
CN108457506B (en) * 2018-05-15 2023-12-29 广东怡丰智能车库有限公司 Prefabricated cabin for stereo garage and framework assembly thereof

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