JP5166055B2 - Construction method of multistory parking lot - Google Patents

Construction method of multistory parking lot Download PDF

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JP5166055B2
JP5166055B2 JP2008022404A JP2008022404A JP5166055B2 JP 5166055 B2 JP5166055 B2 JP 5166055B2 JP 2008022404 A JP2008022404 A JP 2008022404A JP 2008022404 A JP2008022404 A JP 2008022404A JP 5166055 B2 JP5166055 B2 JP 5166055B2
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steel frame
pit
parking lot
construction method
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JP2009180058A (en
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隆 野々村
幸太郎 中村
美木夫 清水
利夫 田村
孝 上田
道夫 松原
博之 小川
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Kajima Corp
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Description

本発明は、例えば建物などの構造物の内部に組込まれる立体駐車場の施工方法に関するものである。   The present invention relates to a construction method for a multi-story parking lot that is built into a structure such as a building.

建物などの構造物の内部に駐車機械をタワー式に組み込む立体駐車場があるが、その施工方法として、従来は例えば、構造物の躯体が完成した後に、躯体の上部がふさがっている状態で、躯体の梁またはスラブに打ち込んだフックに滑車を掛け、ウィンチなどを使用してタワー式の立体駐車場を構築するための鉄骨、パレットその他の機械を駐車場のピット内で組立てている。   There is a multistory parking lot where a parking machine is built in a tower type inside a structure such as a building, but as a construction method, for example, after the structure's housing is completed, the upper part of the housing is blocked, A steel frame, a pallet, and other machines are built in the pit of the parking lot to build a tower type multi-story parking lot using a winch or the like on a hook that is driven into a frame beam or slab.

前記従来技術は、当業者間で一般的に行われているものであり、文献公知発明にかかるものではない。   The prior art is generally performed by those skilled in the art, and is not related to a known literature invention.

駐車設備は下層階から上層階へと順に組立てられていくが、上層階での組立ては、既に組んだ下層の鉄骨の隙間を通して材料を上げる必要があり、手間を要する。そして、組立て作業は、ピット内の限られた、しかも、順次高層となる場所で行うことになり、安全性で問題があり、また、施工性もよくない。   The parking facilities are assembled in order from the lower floor to the upper floor. However, the assembly on the upper floor requires raising the material through the gap between the already-assembled lower steel frames, which is troublesome. Then, the assembly work is performed in a limited area in the pit and sequentially in a high-rise place, which is problematic in terms of safety and has poor workability.

また、ピット内で材料を上げる箇所は、材料の吊上げの妨げとならないよう下層階から上層階までが通しで解放された開口部となる。このため、この開口部には防護ネットなどを張ることができず、ここから転落するなどの危険性も大きい。   Moreover, the part which raises material in a pit becomes an opening part opened from the lower floor to the upper floor so as not to hinder the lifting of the material. For this reason, a protective net or the like cannot be put on the opening, and there is a great risk of falling from here.

本発明は前記従来例の不都合を解消し、建物などの構造物の内部にタワー式の立体駐車場を構築する場合、構造物内部の限られたスペースであるピット内での組立て作業が不要で、安全性および施工性を向上できる立体駐車場の施工方法を提供することにある。   The present invention eliminates the inconvenience of the conventional example, and when building a tower type multistory parking lot inside a structure such as a building, assembly work in a pit, which is a limited space inside the structure, is unnecessary. It is in providing the construction method of the multistory parking lot which can improve safety | security and workability.

請求項1記載の本発明は前記目的を達成するため、ピット内に駐車機械が重層される立体駐車場の施工方法において、ピットは、1つの構造物に複数併設され、各ピット毎に地組する鉄骨の1ユニットの層数を異ならせるもので、ピット外の1階フロアレベルに地組ヤードを設け、この地組ヤードで1ユニット単位で立体駐車機械の鉄骨を地組し、ピットを形成する構造物の躯体の構築に追随して、地組した鉄骨の1ユニットを吊上げて、ピット内に建て込み、下段の地組鉄骨の上に次の1ユニット分の地組鉄骨を順次結合することを要旨とするものである。 In order to achieve the above object, the present invention according to claim 1 is a construction method of a multilevel parking garage in which parking machines are stacked in a pit. A plurality of pits are provided in one structure, and a ground structure is provided for each pit. The number of layers of one steel frame to be made is different. A ground yard is set up on the first floor level outside the pit , and the steel frame of the multilevel parking machine is grounded in units of 1 unit in this ground yard to form a pit. Following the construction of the structure of the structure to be built, one unit of the assembled steel frame is lifted and built in the pit, and the next one unit of the built steel frame is sequentially connected on the lower structure steel frame. This is the gist.

請求項1記載の本発明によれば、立体駐車機械の鉄骨は、建物内のピットの外の、1階フロアレベルで組立てるから、従来のように高所での組立て作業がなくなり安全である。また、従来のようにピット内という限られたスペースでの組立て作業もなくなるから作業性が向上する。   According to the first aspect of the present invention, since the steel frame of the multilevel parking machine is assembled at the first floor level outside the pit in the building, it is safe because there is no assembly work at a high place as in the prior art. In addition, workability is improved because there is no assembly work in a limited space in the pit as in the prior art.

そして、地組ヤードで組立てる鉄骨はユニット単位で行い、ユニット単位で吊上げてピット内に建て込み、これを順次積重ねるだけでタワー式の立体駐車場が構築できるから、施工性がよい。   The steel frame assembled in the ground yard is unit-by-unit, lifted unit-by-unit, built in the pit, and a tower-type multistory parking lot can be constructed simply by stacking them in order, so the workability is good.

また、1つの構造物内にピットが複数併設される場合、各ピット毎で地組する1ユニットの層数を異ならせることで、駐車機械の揚重や接続をピット毎に異なる階で行えるから、仕事量の平準化が図れる。 In addition, when multiple pits are provided in one structure, it is possible to lift and connect parking machines on different floors for each pit by changing the number of layers of one unit built for each pit. Work leveling can be achieved.

さらに、構造物の躯体の構築サイクルの中で大型のタワークレーンなどを使用して鉄骨ユニットを組立て、ピット内に建て込むようにしたから、組立て工期が短縮でき、建て込みも容易となる。また、各ユニットごとに水平ネットを架設できるから、安全に施工できる。 Further, since the steel frame unit is assembled and built in the pit using a large tower crane or the like in the construction cycle of the structural frame, the assembly period can be shortened and the construction is facilitated. In addition, since a horizontal net can be installed for each unit, it can be safely constructed.

請求項記載の発明は、1階フロアレベルで地組する鉄骨の4周囲には仮設足場を構築することを要旨とするものである。 The gist of the invention described in claim 2 is that a temporary scaffolding is constructed around four steel frames grounded at the first floor level.

請求項記載の本発明によれば、1階フロアレベルで鉄骨の地組を行うから、周囲に足場を架設することができ、安全であるだけでなく、鉄骨柱の建方時に鉄骨を誘導するガイドを計画して精度よく、効率的に地組を行える。 According to the second aspect of the present invention, since the steel frame is laid at the first floor level, a scaffold can be erected around the structure, which is not only safe but also guides the steel frame when constructing the steel column. You can plan the guides to be done and perform grounding accurately and efficiently.

以上述べたように本発明の立体駐車場の施工方法は、建物などの構造物の内部にタワー式の立体駐車場を構築する場合、1階フロアレベルに設けた地組ヤードでユニット単位で駐車機械の鉄骨を移動式クレーンなどを使用して地組し、大型のタワークレーンなどを使用して構造物内部のピットに組上げていくから、限られたスペースであるピット内での組立て作業が不要で、安全性および施工性を向上できる。   As described above, in the construction method of the multistory parking lot according to the present invention, when a tower type multistory parking lot is constructed inside a structure such as a building, parking is performed in units in a ground yard provided on the first floor level. Since the steel frame of the machine is assembled using a mobile crane, etc., and assembled into a pit inside the structure using a large tower crane, etc., assembly work is not required in the pit, which is a limited space Therefore, safety and workability can be improved.

以下、図面について本発明の実施形態を詳細に説明する。図1から図11は本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの工程図、図12から図14は最下段である鉄骨0節から1節のユニットの建て込み工程図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIGS. 1 to 11 show an embodiment of a construction method of a multilevel parking garage according to the present invention, and a process of building a steel frame for one unit and a process of erection. FIGS. It is an erection process figure of the unit of 1 section.

1ユニット分の鉄骨の地組工程から説明する。図示は省略したが、立体駐車場が構築される建物などの構造物の外の1階フロアレベルに、立体駐車場の鉄骨の地組ヤードを設ける。本発明は図15に示すようにこの地組ヤードに地組用の仮設足場1を組んで、ここで鉄骨地組を行う。   This will be described from the process of assembling one unit of steel frame. Although illustration is omitted, a steel frame yard of a multi-story parking lot is provided on the first floor level outside a structure such as a building in which a multi-story parking lot is constructed. In the present invention, as shown in FIG. 15, a temporary scaffold 1 for grounding is assembled in this grounding yard, and a steel grounding is performed here.

鉄骨地組は、第1工程として、地組ヤードに敷鉄板を敷き、敷鉄板上に芯墨を出し、地組用の束柱を含む取付用架台を設置する。図15にも示すようにラフタークレーンなどの移動式クレーン2を使用して柱3を吊上げて所定位置に建てる(図1参照)。   As a first step, the steel frame lays a laying iron plate on a yard, puts a core ink on the laying iron plate, and installs a mounting base including a bundle pillar for the laying. As shown in FIG. 15, the column 3 is lifted and built at a predetermined position by using a mobile crane 2 such as a rough terrain crane (see FIG. 1).

第2工程として図2に示すように第1工程と同様に移動式クレーン2を使用して梁4を吊上げ、下段から梁4を取付ける。梁4の取付後、親綱5を張り、安全を確保する。図中6はラダーを示す。   As shown in FIG. 2, as the second step, the beam 4 is lifted using the mobile crane 2 as in the first step, and the beam 4 is attached from the lower stage. After the beam 4 is attached, the master rope 5 is stretched to ensure safety. In the figure, 6 indicates a ladder.

第3工程では図3に示すようにレバーブロック(登録商標)、トラワイヤー、キトークリップなどを使用して建て入れ直しのセットを行い、仮設足場1を利用してボルト本締を行う。   In the third step, as shown in FIG. 3, a rebuilding set is performed using a lever block (registered trademark), a tra wire, a kito clip or the like, and a bolt is tightened using a temporary scaffold 1.

次に図4に示す第4工程で、カウンターウェイトレール7、ガイドレール8を取付け、図5に示す第5工程でパレット9を移動式クレーンで吊上げて下段より取付ける。パレット9は対向する(図5において前後方向)一対の梁4側に2箇所ずつに番線を通しラックと固定する。パレット9の取付完了後、ラック部のボルトを本締めする。   Next, in the fourth step shown in FIG. 4, the counterweight rail 7 and the guide rail 8 are attached, and in the fifth step shown in FIG. 5, the pallet 9 is lifted by a mobile crane and attached from the lower stage. The pallet 9 is fixed to the rack by passing through a number line at two locations on the side of the pair of beams 4 facing each other (in the front-rear direction in FIG. 5). After the installation of the pallet 9 is completed, the bolts of the rack part are finally tightened.

図6の第6工程では、前記のようにして間隔をおいて前後方向に固定したパレット9に対して、パレット9,9間に鋼製の足場板10を掛渡し番線で固定する。さらに単管、クランプなどにて手摺11を取付ける。   In the sixth step of FIG. 6, the steel scaffolding plate 10 is fixed between the pallets 9 and 9 with the connecting number wire with respect to the pallet 9 fixed in the front-rear direction at intervals as described above. Further, the handrail 11 is attached with a single tube, a clamp or the like.

次に第7工程として図7に示すようにパレット9間に形成される空所に水平ネット12を取付ける。   Next, as a seventh step, the horizontal net 12 is attached to the space formed between the pallets 9 as shown in FIG.

第8工程では図8に示すようにワイヤー、レバーブロック(登録商標)などで建て入れ直しを行い、下げ振り13を使用して計測を行う。   In the eighth step, as shown in FIG. 8, rebuilding is performed using a wire, a lever block (registered trademark) or the like, and measurement is performed using the downward swing 13.

こうして鉄骨の1節分のユニット15bを1階フロアレベルの地組ヤードで地組する。かかる作業は1階フロアレベルで行えるから、また、仮設足場1を先行して組んで行えるから、安全で施工性もよい。鉄骨の1ユニット15b分が地組されたならば、図9の第9工程で下段の梁に水平ネットを取付け、大型のタワークレーン14で吊上げて建物などの構造物のピット内に取り込む(図15参照)。   Thus, the unit 15b for one node of the steel frame is assembled in the ground yard of the first floor level. Such work can be performed at the first floor level, and since the temporary scaffold 1 can be assembled in advance, it is safe and has good workability. When one unit 15b of steel frame is grounded, a horizontal net is attached to the lower beam in the ninth step of FIG. 9, and is lifted by a large tower crane 14 and taken into a pit of a structure such as a building (see FIG. 9). 15).

そして、図10の第10工程で、ピット内に既に設置してある1節分のユニット15aの上に接合する。下段のユニット15aの上に新たに建て入れた上段のユニット15bをジョイント部のボルトを本締めすることで固定する。かかる作業も水平ネットが下方に設置されているから安全性を確保できる。   Then, in the tenth step of FIG. 10, joining is performed on the unit 15 a for one node already installed in the pit. The upper unit 15b newly built on the lower unit 15a is fixed by tightening the bolts of the joint portion. Such work can also ensure safety because the horizontal net is installed below.

以上のようにして、図11に示すように地組ヤードで新たに組上げた1ユニットをピット内に建て込んで、ここに先に建て込んであるユニットの上に接続するという工程を繰返して下層から上層へと地組鉄骨を積重ね駐車設備を構築する。   As described above, as shown in FIG. 11, the process of building one unit newly assembled in the ground yard in the pit and connecting it to the unit built previously is repeated in the lower layer. A parking facility will be built by stacking steel frames from top to bottom.

図12から図14は、最下段である鉄骨0節から1節のユニットの施工工程を示すもので、建物などの構造物のピット内の鉄筋コンクリートの基礎にアンカーボルトを打ち込み、束柱18をセットする。束柱18の設置は、ラフタークレーンまたはタワークレーン14を使用する。   FIGS. 12 to 14 show the construction process of the unit of steel frames 0 to 1 which is the lowest stage. Anchor bolts are driven into the reinforced concrete foundation in the pit of a structure such as a building, and the bundle column 18 is set. To do. The bundle pillars 18 are installed using a rough terrain crane or a tower crane 14.

次に建物の外の地組ヤードで前記のようにして建て方を行った1ユニット15分の地組鉄骨をタワークレーン14で上架し(図13参照)、ピット内の束柱18の上に接続する(図14参照)。   Next, the building steel frame of 1 unit 15 minutes constructed as described above in the ground yard outside the building is overlaid with the tower crane 14 (see FIG. 13), and on the bundle pillar 18 in the pit. Connect (see FIG. 14).

前記の地組で1ユニット15分のフレームは固定されているので吊り込み後は、図14に示すようにすぐにボルトを本締めして、1ユニット15分をピット内に固定する。   Since the frame of 1 unit 15 minutes is fixed in the above ground assembly, after hanging, the bolt is immediately tightened as shown in FIG. 14 to fix 1 unit 15 minutes in the pit.

以上のようにして1階フロアレベルの地組ヤードで1ユニット分の鉄骨を組上げ、組上げた1ユニット15をピット内にタワークレーン14で順次に建て込むものであるが、図16から図19に示すように建物内に構築されるピット19a,19b,19cの数が複数の場合、各ピット19a,19b,19cに建て込む1ユニット15の高さ、すなわち層の数を異ならせる。図17の場合、ピット19aでは1フロア分、ピット19bでは2フロア分、ピット19cでは3フロア分とした。   As described above, the steel frame for one unit is assembled in the ground floor yard of the first floor level, and the assembled one unit 15 is sequentially built in the pit by the tower crane 14, but as shown in FIGS. When there are a plurality of pits 19a, 19b, 19c built in the building, the height of one unit 15 built in each pit 19a, 19b, 19c, that is, the number of layers is made different. In FIG. 17, the pit 19a has one floor, the pit 19b has two floors, and the pit 19c has three floors.

これにより、図17から図19に示すように各ピット19a,19b,19c内で、ユニット15のジョイント位置が異なり、立体駐車機械の揚重、接続を行う階数が異なることになって仕事量の平準化が図れる。   As a result, as shown in FIGS. 17 to 19, the joint positions of the units 15 are different in the pits 19a, 19b, and 19c, and the number of floors for lifting and connecting the multi-story parking machine is different. Leveling can be achieved.

また、各ピット19a,19b,19cの躯体20の構築の進行状況に合わせて、ユニット15を建て込み、上層へと接続していく。これにより、躯体サイクルの中で、これと並行して駐車場が構築されるから効率よく施工できる。   Further, the unit 15 is built and connected to the upper layer according to the progress of the construction of the housing 20 of each pit 19a, 19b, 19c. As a result, the parking lot is constructed in parallel with the housing cycle, so that construction can be performed efficiently.

本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第1工程の斜視図である。It is a perspective view of the process of the steel frame structure for 1 unit which shows the embodiment of the construction method of the multistory parking lot of the present invention, and the 1st process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第2工程の斜視図である。It is a perspective view of the 2nd process of the process of the steel frame structure for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第3工程の斜視図である。It is a perspective view of the process of the steel frame for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and the 3rd process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第4工程の斜視図である。It is a perspective view of the process of the steel frame structure for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and the 4th process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第5工程の斜視図である。It is a perspective view of the process of the steel frame assembly for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and the 5th process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第6工程の斜視図である。It is a perspective view of the process of the steel frame structure for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and the 6th process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第7工程の斜視図である。It is a perspective view of the process of the steel frame structure for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and the 7th process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第8工程の斜視図である。It is a perspective view of the process of the steel frame for 1 unit which shows the embodiment of the construction method of the multistory parking lot of this invention, and the 8th process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第9工程の斜視図である。It is a perspective view of the process of the steel frame structure for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and the 9th process of erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第10工程の斜視図である。It is a perspective view of the 10th process of the process of the steel frame assembly for 1 unit which shows the embodiment of the construction method of the multistory parking lot of this invention, and erection. 本発明の立体駐車場の施工方法の実施形態を示す1ユニット分の鉄骨地組の工程及び建て込みの第11工程の斜視図である。It is a perspective view of the 11th process of the process of the steel frame assembly for 1 unit which shows embodiment of the construction method of the multistory parking lot of this invention, and erection. 本発明の立体駐車場の施工方法の実施形態を示す最下段である鉄骨0節から1節のユニットの建て込みの第1工程図である。It is the 1st process drawing of the installation of the unit of steel frame 0 section 1 section which is the lowest stage which shows the embodiment of the construction method of the multistory parking lot of the present invention. 本発明の立体駐車場の施工方法の実施形態を示す最下段である鉄骨0節から1節のユニットの建て込みの第2工程図である。It is the 2nd process drawing of erection of the unit of steel frame 0 section 1 section which is the lowest stage which shows the embodiment of the construction method of the multistory parking lot of the present invention. 本発明の立体駐車場の施工方法の実施形態を示す最下段である鉄骨0節から1節のユニットの建て込みの第3工程図である。It is a 3rd process drawing of the installation of the unit of the steel frame 0 node to 1 node which is the lowest step which shows embodiment of the construction method of the multistory parking lot of this invention. 本発明の立体駐車場の施工方法の実施形態を示すクレーンによる建て方の説明図である。It is explanatory drawing of how to build by the crane which shows embodiment of the construction method of the multistory parking lot of this invention. 本発明の立体駐車場の施工方法の実施形態を示す駐車場の鉄骨立方と躯体工事との関係を示す第1工程図である。It is the 1st process figure showing the relation between the steel cube of a parking lot and frame construction which shows the embodiment of the construction method of the multistory parking lot of the present invention. 本発明の立体駐車場の施工方法の実施形態を示す駐車場の鉄骨立方と躯体工事との関係を示す第2工程図である。It is a 2nd process figure which shows the relationship between the steel-frame cube of the parking lot which shows the embodiment of the construction method of the multilevel parking lot of this invention, and a frame construction. 本発明の立体駐車場の施工方法の実施形態を示す駐車場の鉄骨立方と躯体工事との関係を示す第3工程図である。It is a 3rd process figure which shows the relationship between the steel cube of the parking lot which shows the embodiment of the construction method of the multilevel parking lot of this invention, and a frame construction. 本発明の立体駐車場の施工方法の実施形態を示す駐車場の鉄骨立方と躯体工事との関係を示す第4工程図である。It is a 4th process figure which shows the relationship between the steel-cubic cube of a parking lot which shows the embodiment of the construction method of the multistory parking lot of this invention, and a frame construction.

1 仮設足場 2 移動式クレーン
3 柱 4 梁
5 親綱 6 ラダー
7 カウンターウェイトレール 8 ガイドレール
9 パレット 10 足場板
11 手摺
12 水平ネット 13 下げ振り
14 タワークレーン
15,15a,15b,15c ユニット
16 敷鉄板 17 芯墨
18 束柱 19a,19b,19c ピット
20 躯体
DESCRIPTION OF SYMBOLS 1 Temporary scaffolding 2 Mobile crane 3 Column 4 Beam 5 Parent rope 6 Ladder 7 Counterweight rail 8 Guide rail 9 Pallet 10 Scaffold plate 11 Handrail 12 Horizontal net 13 Down swing 14 Tower crane 15, 15a, 15b, 15c Unit 16 Laying iron plate 17 Core ink 18 Bunch pillars 19a, 19b, 19c Pit 20 Housing

Claims (2)

ピット内に駐車機械が重層される立体駐車場の施工方法において、ピットは、1つの構造物に複数併設され、各ピット毎に地組する鉄骨の1ユニットの層数を異ならせるもので、ピット外の1階フロアレベルに地組ヤードを設け、この地組ヤードで1ユニット単位で立体駐車機械の鉄骨を地組し、ピットを形成する構造物の躯体の構築に追随して、地組した鉄骨の1ユニットを吊上げて、ピット内に建て込み、下段の地組鉄骨の上に次の1ユニット分の地組鉄骨を順次結合することを特徴とする立体駐車場の施工方法。 In the construction method of a multilevel parking garage where parking machines are layered in the pit, a plurality of pits are provided in one structure, and the number of layers of one steel frame unit is different for each pit. A ground yard was set up on the first floor level outside, and the steel frame of the multilevel parking machine was grounded in units of 1 unit in this ground yard, following the construction of the structure of the structure forming the pit, A construction method for a multilevel parking garage, wherein one unit of a steel frame is lifted and built in a pit, and the next one unit of the steel frame is sequentially coupled onto the lower steel frame. 1階フロアレベルで地組する鉄骨の4周囲には仮設足場を構築する請求項1記載の立体駐車場の施工方法。   The construction method of the multistory parking lot of Claim 1 which builds temporary scaffolding around the steel frame 4 grounded in the 1st floor level.
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JPH0813833A (en) * 1994-07-01 1996-01-16 Toshiaki Tsujioka Multistory parking device
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