JPH08120961A - Construction of multistory parking garage - Google Patents
Construction of multistory parking garageInfo
- Publication number
- JPH08120961A JPH08120961A JP26267694A JP26267694A JPH08120961A JP H08120961 A JPH08120961 A JP H08120961A JP 26267694 A JP26267694 A JP 26267694A JP 26267694 A JP26267694 A JP 26267694A JP H08120961 A JPH08120961 A JP H08120961A
- Authority
- JP
- Japan
- Prior art keywords
- jack
- skeleton
- jack device
- anchor
- skeletal
- 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
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は立体駐車場、詳しくは、
大型の塔状の立体駐車場を扛上するジャッキ装置によっ
て上部構築物を地上付近で組み立てて、ジャッキ装置に
より上部へ押し上げ、順次下部構築物をジャッキアップ
して構築する立体駐車場の施工法に係るものである。BACKGROUND OF THE INVENTION The present invention relates to a multi-storey car park, more specifically,
A construction method for a multi-storey parking lot in which an upper structure is assembled near the ground by a jack device that raises a large tower-shaped multi-storey car park, and pushed up to the upper part by a jack device, and then the lower structure is jacked up in sequence. Is.
【０００２】[0002]
【従来の技術】従来、垂直循環ゴンドラ方式やエレベー
ター方式による立体駐車場としては、収容台数の確保
と、土地の有効利用を図るため塔状（タワー）立体駐車
場があり、その構造は外郭を鉄骨構造とし、外壁材とし
て不燃材のパネルを躯体に取り付けている。2. Description of the Related Art Conventionally, as a multi-story parking lot using a vertical circulation gondola system or an elevator system, there is a tower-shaped multi-story parking lot in order to secure the number of cars to be accommodated and to effectively use the land. It has a steel frame structure and a panel of non-combustible material is attached to the body as an outer wall material.
【０００３】この塔状の立体駐車場の構造は、鉄骨造
で、外郭の柱、梁、下地材を予め工場で作成して設置現
場に搬入し、トラッククレーン等の建方機械によって下
方から予め工場で作成された前記柱、梁、下地材を前記
建方機械によって吊り上げ、各部材の接合位置に作業員
が移動して取り付け、およそ３１ｍに及ぶ塔状（タワ
ー）の立体駐車場の躯体の建方を完了させて、さらに、
鉄骨の躯体外周に足場を仮設して不燃材のパネルを躯体
に取り付けて施工されている。The structure of this tower-shaped multi-storey car park is a steel frame structure, and the columns, beams, and base materials of the outer shell are created in advance in the factory and brought into the installation site, and are previously installed from below by a erection machine such as a truck crane. The pillars, beams, and base materials created in the factory were hoisted by the erection machine, and the worker moved to the joint position of each member and installed it. After completing the erection,
Scaffolds are temporarily installed on the outer circumference of the steel frame and panels made of non-combustible material are attached to the frame.
【０００４】[0004]
【発明が解決しようとする課題】前記したような塔状の
立体駐車場の施工にはトラッククレーン等の建方機械を
用いて部材を吊り上げ、所定の取り付け位置に作業員が
いって取り付けるのでその作業は高所作業となり、足場
が不安定で安定性が悪く、危険を伴い、また、作業効率
も低下する。When constructing a tower-shaped multi-storey car park as described above, a member such as a truck crane is used to hang up the members, and the worker is installed at a predetermined mounting position. The work is performed at a high place, the scaffold is unstable, the stability is poor, the work is dangerous, and the work efficiency is reduced.
【０００５】また、外壁は躯体外周に足場を仮設して、
パネル取り付け位置まで同パネルを搬送し取り付けるの
で、躯体と同様に高所作業に伴う危険性が高く、作業効
率も上がらないという問題があった。本発明は前記従来
技術の有する問題点に鑑みて提案されるもので、その目
的とするところは、塔状の立体駐車場の施工にあたりク
レーン等を使用せずに、また高所作業を回避して天候に
左右されず安全に、かつ自動化、省力化を可能にする立
体駐車場の構築施工法を提供する点にある。Further, the outer wall is provided with a temporary scaffold on the outer periphery of the body,
Since the same panel is transported and installed to the panel installation position, there is a problem that the work efficiency is not improved because of the high risk associated with the work at a high place as with the body. The present invention is proposed in view of the above problems of the prior art, and its object is to avoid working at height without using a crane or the like in constructing a tower-shaped multi-storey parking lot. The point is to provide a method of constructing and constructing a multi-storey car park that is safe regardless of the weather and that can be automated and labor-saving.
【０００６】[0006]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る立体駐車場の施工法によれば、立体駐
車場の構築位置に基礎を構築するとともにジャッキ装置
を設置し、立体駐車場の躯体四隅の柱下にアンカージャ
ッキ装置を設置する工程と、（１）前記アンカージャッ
キ装置上に躯体となる最上階を含む上部階を組み立てる
工程と、（２）前記ジャッキ装置の昇降構台に設けた固
定機構と躯体柱を係合し、更に前記ジャッキ装置上部の
水平サポートジャッキを躯体柱のガイドレールに挾持す
る工程と、（３）前記ジャッキ装置によってジャッキア
ップする工程と、（４）前記ジャッキアップされた躯体
下部空間に下部躯体を組み立てる工程と、（５）同下部
躯体をアンカージャッキ装置を作動して躯体を仮支持す
る工程と、（６）前記ジャッキ装置の昇降構台の固定機
構と躯体柱の係合を解除する工程と、（７）前記躯体柱
との係合を解除された昇降構台を元の位置に降下して更
に下部躯体を組み立てジャッキアップする工程と、前記
（１）〜（７）の工程を繰り返して所定高さまで躯体を
構築したのち、前記アンカージャッキ装置を撤去し、最
下部の躯体を組み立て、基礎に固定して前記ジャッキ装
置を解体撤去するものである。In order to achieve the above object, according to the method of constructing a multi-storey parking lot according to the present invention, a foundation is constructed at a construction position of the multi-storey parking lot, and a jack device is installed. A step of installing an anchor jack device under pillars at four corners of a building in a parking lot; (1) a step of assembling an upper floor including a top floor to be a body on the anchor jack device; and (2) an elevating platform of the jack device. Engaging the fixing mechanism provided in the above with the body pillar, and further holding the horizontal support jack on the upper part of the jack device on the guide rail of the body pillar; (3) the step of jacking up with the jack device; Assembling a lower skeleton in the jacked-up lower skeleton space, (5) temporarily supporting the skeleton by operating an anchor jack device on the lower skeleton, (6) The step of releasing the engagement between the fixing mechanism of the lifting gantry of the jack device and the building column, and (7) lowering the lifting gantry released from the engagement with the building column to the original position and further assembling the lower skeleton. After constructing the skeleton up to a predetermined height by repeating the step of jacking up and the steps (1) to (7), the anchor jack device is removed, the lowest skeleton is assembled, and the skeleton is fixed to the foundation to fix the jack. The equipment is dismantled and removed.
【０００７】請求項２の発明によれば、躯体四隅の柱内
側に四隅の柱の対角線となるガイドレールを設けるもの
である。請求項３の発明によれば、支持柱と横架材で構
築された本体躯体の外壁に、前記ジャッキアップ工程の
前に外壁パネルを取り付けるものである。請求項４の発
明によれば、前記ジャッキ装置は、ジャッキ架台とジャ
ッキ部とジャッキに螺合した昇降構台とジャッキ架台上
部外側対角線上に沿う水平サポートジャッキとで構成
し、ジャッキ装置を制御操作する制御操作装置によって
作動して構築するものである。According to the second aspect of the present invention, the guide rails that are diagonal lines of the pillars at the four corners are provided inside the pillars at the four corners of the body. According to the third aspect of the present invention, the outer wall panel is attached to the outer wall of the main body body constructed by the support columns and the horizontal members before the jack-up step. According to the invention of claim 4, the jack device comprises a jack mount, a jack part, an elevating gantry screwed to the jack, and a horizontal support jack along a diagonal line outside the upper part of the jack mount for controlling the jack device. It is constructed by being operated by a control operation device.
【０００８】[0008]
【作用】本発明によれば構築すべき立体駐車場の基礎を
構築して、同基礎上にアンカージャッキ装置を構築すべ
き立体駐車場の躯体柱の下部に設置し、同駐車場の平面
四隅の支持柱と、同支持柱との間にジャッキ装置を設置
し、躯体となる最上階を含む上部階を組み立て、このよ
うに組み立てられた上部階をジャッキ装置の昇降構台に
係合し、ジャッキ装置によって１ストローク分上昇して
前記上部階の下方に空間を形成し、次の下階を前記上階
とともに組み立てジャッキアップする。According to the present invention, the foundation of the multi-storey parking lot to be constructed is constructed, and the anchor jack device is installed on the lower part of the body pillar of the multi-storey parking lot to be constructed, and the four corners of the plane of the parking lot are constructed. Install a jack device between the support pillar and the support pillar, assemble the upper floor including the top floor, which is the body, and engage the upper floor thus assembled with the lifting gantry of the jack device. The device raises one stroke to form a space below the upper floor, and the next lower floor is assembled and jacked up with the upper floor.
【０００９】以下所定の高さまで前記工程を繰り返して
構築し、基礎上のアンカージャッキを撤去して最下部の
躯体の柱と横架材を組み立て、基礎に固定することによ
って塔状の立体駐車場が構築され、最後にジャッキ装置
を撤去して全工程が完了する。このように本発明によれ
ば、地上に設置したジャッキ装置によって上方の躯体よ
り組み立て、ジャッキアップしながら下部躯体を順次押
し上げて構築するので高所作業がなくなり、安全性が向
上し、地上付近において同一作業の組立とジャッキアッ
プにより作業効率が向上する。The above steps are repeated up to a predetermined height, the anchor jacks on the foundation are removed, the pillars of the lowest frame and the cross members are assembled, and the tower is fixed to the foundation to form a tower-shaped multi-storey parking lot. Is completed, and the jack device is finally removed to complete the whole process. As described above, according to the present invention, the jack device installed on the ground assembles from the upper skeleton, and the lower skeleton is sequentially pushed up while being jacked up, so that work at high places is eliminated and safety is improved. Assembling and jacking up in the same work improves work efficiency.
【００１０】請求項２の発明によれば、前記立体駐車場
の平面四隅の柱の内側に対角線に設けたガイドレールは
ジャッキ装置に装着した水平サポートジャッキがガイド
レールを案内として摺動しながら水平サポートジャッキ
により水平方向に進退動することによって垂直精度を維
持し、躯体上昇時の転倒を防止する。請求項３の発明に
よれば、本体躯体骨組に対して、ジャッキアップ工程の
前において外壁パネルを取り付けることによって、外壁
パネルは現場付近で大型の外壁パネルに加工してこれを
取り付けることが可能で作業性の向上と工期の短縮が図
られる。According to the second aspect of the present invention, the guide rails diagonally provided inside the pillars at the four corners of the plane of the multi-story parking lot are horizontally supported while the horizontal support jacks mounted on the jack device slide using the guide rails as guides. Vertical accuracy is maintained by moving the support jack back and forth in the horizontal direction, preventing falls when the body is elevated. According to the invention of claim 3, by attaching the outer wall panel to the main body skeleton before the jack-up step, the outer wall panel can be processed into a large outer wall panel near the site and attached. The workability is improved and the construction period is shortened.
【００１１】請求項４の発明はジャッキ装置の制御操作
装置によってジャッキ装置の駆動部の回転速度の制御、
上昇、下降の高さの制御、異常時の非常停止等の制御を
行い、昇降架台の上昇、下降を操作して躯体のジャッキ
アップによる立体駐車場の施工が可能となる。According to a fourth aspect of the present invention, the rotational speed of the drive portion of the jack device is controlled by the control operation device of the jack device.
It is possible to construct a multi-storey car park by jacking up the skeleton by controlling the height of the ascent and descent, controlling the emergency stop in the event of an abnormality, and operating the ascent and descent of the elevating platform.
【００１２】[0012]
【実施例】以下、本発明を図示の実施例について説明す
る。本施工法による立体駐車場の施工形式は垂直ゴンド
ラ方式やエレベーター方式による立体駐車場の構築に適
する施工法である。図１、図２は立体駐車場の構造図を
示し、図１はその平面図で、１は柱、２は横架材、３は
火打材で、５は外壁である。図２は軸組図で、１は柱、
２は横架材、３′は斜材、４は外壁取付下地材である。The present invention will be described below with reference to the illustrated embodiments. The construction method of the multistory parking lot by this construction method is a construction method suitable for constructing the multistory parking lot by the vertical gondola method or the elevator method. 1 and 2 are structural views of a multi-storey parking lot, and FIG. 1 is a plan view thereof, in which 1 is a pillar, 2 is a horizontal member, 3 is a fired material, and 5 is an outer wall. 2 is a frame diagram, 1 is a pillar,
Reference numeral 2 is a horizontal member, 3'is a diagonal member, and 4 is a base material for mounting the outer wall.
【００１３】図３はジャッキ装置Ｊを示し、Ａはジャッ
キ架台、Ｂは昇降構台、Ｃはジャッキ部、ｃ1 はスクリ
ュウ杆、ｃ2 はトラバーナットで昇降構台に取付けら
れ、且つスクリュウ杆に螺合している。Ｄは駆動部、Ｅ
は固定機構、Ｆは水平サポートジャッキ、Ｇは制御操作
装置である。FIG. 3 shows a jack device J, in which A is a jack mount, B is an elevating gantry, C is a jack part, c 1 is a screw rod, c 2 is a traverse nut attached to the elevating gantry, and the screw rod is screwed. I am fit. D is a drive unit, E
Is a fixing mechanism, F is a horizontal support jack, and G is a control operation device.
【００１４】ジャッキ架台Ａは図４に示すように、平面
的に矩形の四隅に支柱が配設され、支柱ａは中央に空間
が形成されるように４本の支柱ａ1 、ａ2 、ａ3 、ａ4
が一組で形成され、四本の支柱ａはベースプレート１０
で固定され、基礎Ｔにも固定されている。支柱ａは下枠
材１１でそれぞれ四隅の支柱が繋がれ、上部は上枠材１
２で支柱が繋がれている。図中ａ5 は補強材である。As shown in FIG. 4, the jack mount A has four pillars a 1 , a 2 , and a so that pillars are arranged at four corners of a plane and a space is formed in the center of the pillar a. 3 , a 4
Are formed as a set, and the four columns a are the base plate 10
It is fixed at and also fixed to the foundation T. The pillar a is a lower frame member 11, and the pillars at four corners are connected to each other, and the upper part is an upper frame member 1.
The columns are connected at 2. In the figure, a 5 is a reinforcing material.
【００１５】昇降構台Ｂは昇降フレームＢ1 と昇降部Ｂ
2 で構成し昇降部Ｂ2 は前記４本の支柱ａ1 、ａ2 、ａ
3 、ａ4 を摺動するローラー１４を装着し、昇降フレー
ムＢ 1 は前記支柱ａに対し対角に配置されている。駆動
部Ｄはジャッキ架台Ａの上部上枠材１２に配設され、同
駆動部Ｄよりジャッキ部Ｃに連結されて同部Ｃを駆動
し、同ジャッキ部Ｃから前記昇降部Ｂ2 にスクリュウ杆
ｃ1 が垂設され、同スクリュウ杆ｃ1 に昇降構台Ｂの底
部を支持するトラバーナットｃ2 が螺合されて、スクリ
ュウ杆ｃ1 の回転によって昇降構台が昇降する。The lifting platform B is a lifting frame B1And lifting section B
2Elevating part B2Is the four pillars a1, A2, A
3, AFourAttach the roller 14 to slide the
Mu B 1Are arranged diagonally with respect to the pillar a. Drive
The section D is arranged on the upper frame member 12 of the jack stand A,
Drive part D is connected to jack part C from drive part D
From the jack part C to the elevating part B2On the screw rod
c1Is installed vertically, and the screw rod c1At the bottom of the lifting platform B
Part that supports the part c2Is screwed,
Shu rod c1The lifting platform moves up and down by the rotation of.
【００１６】Ｆは昇降構台Ｂが昇降する際、構築物を垂
直に安定して上昇せしめるように、ジャッキ架台Ａの上
部に装架された水平サポートジャッキである。前記ジャ
ッキ装置Ｊは、ジャッキ部Ｃを制御操作する操作装置Ｇ
により駆動部Ｄの駆動モーターＭを駆動することによ
り、ジャッキ装置のスクリュウ杆ｃ1 が回転運動して昇
降構台Ｂをトラバーナットｃ2 を介して昇降し、昇降構
台先端の固定機構Ｅと建物躯体Ｋとを結合することによ
って建物躯体は一定の高さにジャッキアップされる。Reference numeral F is a horizontal support jack mounted on the upper part of the jack mount A so that the structure can be vertically vertically and stably lifted when the lift gantry B is lifted and lowered. The jack device J is an operating device G that controls and operates the jack portion C.
By driving the drive motor M of the drive section D by means of the drive unit D, the screw rod c 1 of the jack device is rotationally moved to move the elevating gantry B up and down via the traver nut c 2, and the fixing mechanism E at the tip of the elevating gantry and the building frame. By combining with K, the building skeleton is jacked up to a certain height.
【００１７】次に前記ジャッキ装置を用いて立体駐車場
の施工を図５及び図６によって説明する。先ず図５
（ａ）に示す如く建設する場所に基礎Ｔを構築し基礎上
に前記ジャッキ架台Ａを設置して、躯体四隅の柱位置下
部にアンカージャッキ装置Ｈを設置し（第１工程）、次
に図５（ｂ）に示す如く立体駐車場の柱１、横架材２、
斜材３′からなる図２に示す如き上部躯体Ｎ1 を前記ジ
ャッキ架台Ａの周囲に組み立て（第２工程）、次いで図
５（ｃ）に示す如く躯体の四隅の柱１のガイドレール１
ａにジャッキ架台Ａの水平サポートジャッキＦを介装
し、さらに四隅の柱と昇降構台先端の固定機構Ｅとガイ
ドレール１ａとをスプライスプレート３５でボルトによ
って締結し固定する。（第３工程、図５（ｃ）及び図８
参照） 水平サポートジャッキＦは図７に示すようにサポート本
体２０に支持されて、油圧ジャッキ２１によって進退す
る伸縮材２２の先端にガイドレール１ａを摺動するロー
ラー２４、２５が装着されている。２０ａはガイドロッ
ドである。Next, construction of a multi-storey parking lot using the jack device will be described with reference to FIGS. First of all,
As shown in (a), the foundation T is constructed in the place to be constructed, the jack mount A is installed on the foundation, and the anchor jack device H is installed under the pillar positions at the four corners of the body (first step). As shown in FIG. 5 (b), the pillar 1 of the multi-storey parking lot, the horizontal member 2,
An upper skeleton N 1 as shown in FIG. 2 consisting of diagonal members 3'is assembled around the jack pedestal A (second step), and then the guide rails 1 of the pillars 1 at the four corners of the skeleton as shown in FIG. 5 (c).
The horizontal support jacks F of the jack pedestal A are interposed in a, and the pillars at the four corners, the fixing mechanism E at the tip of the elevating gantry and the guide rail 1a are fastened and fixed by the splice plate 35 with bolts. (Third step, FIG. 5C and FIG. 8)
As shown in FIG. 7, the horizontal support jack F is supported by the support body 20, and rollers 24 and 25 that slide on the guide rail 1 a are attached to the ends of the elastic member 22 that moves forward and backward by the hydraulic jack 21. 20a is a guide rod.
【００１８】ローラーはガイドレール１ａの両側面ロー
ラー２４で柱１と横架材２との間に配設されたガイドレ
ール１ａを挟み、ローラー２５はガイドレール１ａの端
面を押圧し回転して摺動し、躯体の上昇時には躯体が垂
直に上昇するように油圧ジャッキ２１を調整してガイド
レール１ａを垂直に保持している。固定機構は図８に示
すように昇降構台先端に固定金物３０をボルト３１で固
定し、同固定金物３０とガイドレール１ａとにスプライ
スプレート３５を当てがい、ボルト３７で締結してい
る。図中３３は補強板である。The rollers sandwich the guide rail 1a disposed between the column 1 and the horizontal member 2 by the rollers 24 on both sides of the guide rail 1a, and the roller 25 presses the end surface of the guide rail 1a to rotate and slide it. The guide jack 1a is held vertically by adjusting the hydraulic jack 21 so that the body moves vertically when the body moves up. As shown in FIG. 8, the fixing mechanism is such that the fixing hardware 30 is fixed to the tip of the elevating gantry with bolts 31, a splice plate 35 is applied to the fixing hardware 30 and the guide rail 1a, and is fastened with bolts 37. Reference numeral 33 in the figure is a reinforcing plate.
【００１９】次に、ジャッキ装置を制御操作装置Ｇを操
作して前記の工程により組み立てられた上部躯体を駆動
して昇降構台Ｂ′をジャッキアップする。（第４工程、
図５（ｄ）参照） 次に、前記ジャッキアップされた下部空間に１階分の
柱、横架材、斜材を組み下部躯体Ｎ2 を組み立て（第５
工程、図６（ａ）参照）、接合した１階分の柱下部をア
ンカージャッキ装置Ｈで仮支持して（第６工程、図６
（ｂ）参照）、前記ジャッキアップされた昇降構台Ｂ′
を躯体から切り放して（第７工程、図６（ｃ）参照）、
元の位置に下降する。（第８工程、図６（ｄ）参照） 図９と図１０は上下躯体Ｎ1 、Ｎ2 の建方の詳細を示
し、上部階の躯体Ｎ1 を上昇し、次の下部躯体Ｎ2 をア
ンカージャッキ装置Ｈ上に組み立て、アンカージャッキ
装置Ｈでジャッキアップして上階の躯体Ｎ1 を支え、昇
降構台Ｂ′の固定機構Ｅを切り放し元の位置まで昇降構
台Ｂを降下して次の階の躯体Ｎ2 と固定しジャッキアッ
プする。Next, the jack device is operated by controlling the control operation device G to drive the upper skeleton assembled by the above-mentioned steps to jack up the lifting pedestal B '. (Fourth step,
Next, assembling the lower frame N 2 by assembling the columns of the first floor, the horizontal members, and the diagonal members in the jacked-up lower space (see FIG. 5D).
Process, FIG. 6A), the pillar lower part of the joined first floor is temporarily supported by the anchor jack device H (sixth process, FIG. 6).
(See (b)), the jacked up / down gantry B ′.
Is cut off from the body (seventh step, see FIG. 6C),
Move back to the original position. (Eighth step shown in FIG. 6 (d) refer) 9 and 10 show the details of the erection of the vertical skeleton N 1, N 2, increases the skeleton N 1 of the upper floor, the next lower skeleton N 2 Assembled on the anchor jack device H, jacked up by the anchor jack device H to support the skeleton N 1 on the upper floor, release the fixing mechanism E of the elevating gantry B ′, and lower the elevating gantry B to the original position to move to the next floor. Fix with the body N 2 and jack up.
【００２０】図１１に示すようにアンカージャッキ装置
Ｈは油圧ジャッキで、油圧シリンダー部４０と受体４３
と油圧ホース接続バルブ４２とを具える。ベース４１は
基礎にアンカー４６で固定している。図中４４は補強材
である。以下、１階分を前記の工程を繰り返して所定の
階高にまで行なう。所定の高さまで構築したらアンカー
ジャッキ装置Ｈを撤去し最下部の躯体を組み立て、四隅
の柱と後打基礎ｔを結合して塔状の駐車場の躯体は構築
され、最後にジャッキ装置Ｊを解体撤去して完了する。As shown in FIG. 11, the anchor jack device H is a hydraulic jack and includes a hydraulic cylinder portion 40 and a receiving body 43.
And a hydraulic hose connection valve 42. The base 41 is fixed to the foundation by an anchor 46. In the figure, 44 is a reinforcing material. Thereafter, the above steps are repeated for one floor to reach a predetermined floor height. After constructing to a predetermined height, the anchor jack device H is removed, the lowermost frame is assembled, the pillars at the four corners and the trailing foundation t are joined to construct a tower-like parking lot structure, and finally the jack device J is dismantled. Complete with removal.
【００２１】なお、外壁は各階層の躯体を地上部で組み
立てると同時に外壁パネルとして取付け躯体と同時に行
なう。このようにして、大型構造物を押し上げるジャッ
キ装置により上層階の躯体を地上で組み立てジャッキ装
置により順次組み立てを行なうことにより、従来の様に
クレーンを設置せず構築でき、設置する駐車場の場所が
狭小であっても、近隣周辺には迷惑かけることなく安全
に施工できる。As for the outer wall, at the same time as assembling the skeletons of the respective floors on the ground, it is carried out as an outer wall panel at the same time as the mounting skeleton. In this way, by constructing the skeleton of the upper floor on the ground with the jack device that pushes up a large structure and sequentially assembling with the jack device, it is possible to construct without installing a crane as in the past, and the place of the parking lot to install is Even if it is small, it can be safely installed in the vicinity without any trouble.
【００２２】なお前記制御操作装置Ｇは電気動力の供給
や駆動部においては自動、手動の操作、速度調整をする
インバーター制御や、昇降構台の高さをジャッキ制御部
に設けたロータリーエンコーダーによって計測し、計測
データをディスプレーに表示し、また昇降構台の負荷荷
重を圧力変換器によって計測したデータをディスプレー
に表示する外、水平サポートジャッキの出没制御を行
い、構造物の揺れを防止し、垂直性を保持するものであ
る。The control operation device G measures an inverter control for automatic and manual operation and speed adjustment in the supply of electric power and a drive unit, and a rotary encoder provided in the jack control unit for measuring the height of the elevator gantry. In addition to displaying the measured data on the display and the data measured by the pressure transducer of the load on the lifting gantry on the display, the horizontal support jacks are retracted to prevent the structure from shaking and verticality is maintained. To hold.
【００２３】[0023]
【発明の効果】本発明によれば、立体駐車場の構築位置
に基礎を構築してジャッキ装置を設置し、立体駐車場の
躯体四隅の柱下にアンカージャッキを設置して、同アン
カージャッキ上に躯体となる最上階を含む上部階を組み
立て、同躯体を前記ジャッキ装置の昇降構台に設けた固
定機構と躯体柱を係合し、更に前記ジャッキ装置上部の
水平サポートジャッキを躯体柱のガイドレールに挾持
し、前記ジャッキ装置によって同ガイドレールを案内と
してジャッキアップし、同ジャッキアップされた躯体の
下部空間に下部躯体を組み立てて、これを前記アンカー
ジャッキに仮支持し、前記ジャッキ装置の昇降構台の固
定機構と躯体柱の係合を解除し、同昇降構台を元の位置
に降下して更に下部躯体を組み立てジャッキアップし、
以下前記の工程を繰り返して所定の高さまで躯体を構築
し、基礎上のアンカージャッキを撤去して、最下部の躯
体の支柱と横架材を組み立てて基礎に固定することによ
り、塔状の立体駐車場を構築して最後にジャッキ装置を
撤去するようにしたものであって、本発明によれば上層
階の躯体を地上でジャッキ装置により順次組み立て扛上
することにより、トラッククレーン等の建方機械を使用
することなく作業員は地上の作業床から組立作業を行う
ことができ、部材の吊り上げや高所の作業効率が向上
し、工期が短縮される。According to the present invention, the foundation is constructed at the construction position of the multistory parking lot and the jack device is installed, and the anchor jacks are installed under the pillars at the four corners of the body of the multistory parking lot. Assemble the upper floor including the uppermost floor to be the skeleton, engage the skeleton with the fixing mechanism provided on the lifting pedestal of the jack device and the skeleton pillar, and further install the horizontal support jack on the upper part of the jack device to the guide rail of the skeleton pillar. It is held by the jack device, and the guide device guides the guide rails to guide it up.The lower structure of the jacked up structure is assembled into a lower structure, which is temporarily supported by the anchor jack. Release the engagement between the fixing mechanism and the structure pillar, lower the elevator base to the original position, and assemble the lower structure and jack up.
By repeating the above steps to build a skeleton to a predetermined height, remove the anchor jack on the foundation, assemble the bottom pillar struts and horizontal members and fix them to the foundation, According to the present invention, a parking lot is constructed and the jack device is finally removed. According to the present invention, a truck crane or the like can be constructed by sequentially assembling and raising the skeletons of the upper floors on the ground with the jack device. Workers can perform assembly work from the work floor above the ground without using a machine, which improves the efficiency of lifting members and working at high places, and shortens the construction period.
【００２４】請求項２の発明によれば、柱に設けたガイ
ドレールによって、ジャッキ装置の水平サポートジャッ
キが同ガイドレールを案内として同レールを摺動しなが
ら同ジャッキを進退することによって、ジャッキアップ
される躯体の垂直性が保持される。請求項３の発明によ
れば、外壁パネルが本体躯体のジャッキアップ工程の前
に取付けられることによって、躯体の上昇と同時に外壁
が構築されるので、改めて外壁の取付機械、取付工程を
要することがなく、近隣に対して迷惑を及ぼさない。According to the second aspect of the present invention, the guide rail provided on the pillar causes the horizontal support jack of the jack device to move forward and backward while sliding on the guide rail, and the jack up. The verticality of the frame is maintained. According to the invention of claim 3, since the outer wall panel is attached before the jack-up step of the main body body, the outer wall is constructed at the same time when the body is lifted, so that an outer wall attaching machine and an attaching step may be required again. No, it does not cause inconvenience to the neighborhood.
【００２５】請求項４の発明は、前記躯体の建方時、前
記ジャッキ装置を制御操作装置によって制御することに
よって、安全確実に躯体をジャッキアップをすることが
できる。According to a fourth aspect of the present invention, when the skeleton is built, the skeleton can be safely and reliably jacked up by controlling the jack device by the control operation device.
【図１】本発明の方法によって構築される立体駐車場の
平面図である。FIG. 1 is a plan view of a multi-storey car park constructed by the method of the present invention.
【図２】前記立体駐車場の軸組図で一部を欠截して示
す。FIG. 2 is a frame diagram of the multi-storey parking lot with a part thereof omitted.
【図３】ジャッキ装置の立面図である。FIG. 3 is an elevational view of the jack device.
【図４】図３のＩ−Ｉ矢視の平面図である。FIG. 4 is a plan view taken along the line II of FIG.
【図５】（ａ）（ｂ）（ｃ）及び（ｄ）は本発明の方法
の第１工程図、第２工程図、第３工程図及び第４工程図
である。5 (a), (b), (c) and (d) are a first step diagram, a second step diagram, a third step diagram and a fourth step diagram of the method of the present invention.
【図６】（ａ）（ｂ）（ｃ）及び（ｄ）は本発明の方法
の第５工程図、第６工程図、第７工程図及び第８工程図
である。6 (a), (b), (c) and (d) are a fifth step diagram, a sixth step diagram, a seventh step diagram and an eighth step diagram of the method of the present invention.
【図７】（ａ）（ｂ）及び（ｃ）はジャッキ装置に装備
した水平サポートジャッキの平面図、側面図及びローラ
部正面図である。7 (a), (b) and (c) are a plan view, a side view and a front view of a roller portion of a horizontal support jack mounted on a jack device.
【図８】（ａ）（ｂ）はジャッキ装置の昇降機構先端に
装備した固定機構の平面図及び（ａ）の矢視Ｉ−Ｉ側面
図である。8 (a) and 8 (b) are a plan view of a fixing mechanism mounted on the tip of the lifting mechanism of the jack device and a side view taken along the line I-I of FIG. 8 (a).
【図９】ジャッキ装置と躯体の組立状態を示す立面図で
ある。FIG. 9 is an elevational view showing an assembled state of the jack device and the body.
【図１０】ジャッキ装置と躯体の組立を説明する立面図
である。FIG. 10 is an elevational view for explaining the assembly of the jack device and the body.
【図１１】（ａ）（ｂ）はアンカージャッキの立面図及
び平面図である。11A and 11B are an elevation view and a plan view of an anchor jack.
【図１２】立体駐車場の施工手順のフローチャート図で
ある。FIG. 12 is a flowchart of a procedure for constructing a multilevel parking lot.
Ａ ジャッキ架台 Ｂ、Ｂ′ 昇降構台 Ｂ1 昇降フレーム Ｂ2 昇降部 Ｃ ジャッキ部 Ｄ 駆動部 Ｅ 固定機構 Ｆ 水平サポートジャッキ Ｇ 制御操作装置 Ｈ アンカージャッキ装置 Ｊ ジャッキ装置 Ｋ 建物躯体 Ｍ 駆動モーター Ｎ1 上部躯体 Ｎ2 下部躯体 Ｔ 基礎 ｔ 後打基礎 ａ、ａ1 、ａ2 、ａ3 、ａ4 支柱 ａ5 補強材 ｃ1 スクリュウ杆 ｃ2 トラバーナット １ 柱 １ａ ガイドレール ２ 横架材 ３ 火打材 ３′ 斜材 ４ 外壁取付下地材 ５ 外壁 １０ ベースプレート １１ 下枠材 １２ 上枠材 １４ ローラー ２０ サポート本体 ２１ 油圧ジャッキ ２２ 伸縮材 ２４ ローラー ２５ ローラー ３０ 固定金物 ３１ ボルト ３３ 補強板 ３７ ボルト ４０ 油圧シリンダー部 ４１ ベース ４２ 油圧ホース接続バルブ ４３ 受体 ４４ 補強材 ４６ アンカーA jack stand B, B'elevating gantry B 1 lifting frame B 2 lifting part C jack part D drive part E fixing mechanism F horizontal support jack G control operating device H anchor jack device J jack device K building frame M drive motor N 1 upper part Skeleton N 2 Lower skeleton T Foundation t Post-strength foundation a, a 1 , a 2 , a 3 , a 4 Struts a 5 Reinforcement material c 1 Screw rod c 2 Traver nut 1 Pillar 1 a Guide rail 2 Horizontal material 3 Hot striking material 3 ′ Diagonal material 4 Outer wall mounting base material 5 Outer wall 10 Base plate 11 Lower frame material 12 Upper frame material 14 Roller 20 Support body 21 Hydraulic jack 22 Elastic material 24 Roller 25 Roller 30 Fixed hardware 31 Bolt 33 Reinforcement plate 37 Bolt 40 Hydraulic cylinder part 41 Base 42 Hydraulic hose connection valve 43 Receiver 44 Reinforcement material 46 Anchor
フロントページの続き (72)発明者 大栗 康秀 大阪府大阪市東住吉区駒川１丁目８番29号 株式会社大阪ジャッキ製作所内 (72)発明者 三浦 節 大阪府大阪市東住吉区駒川１丁目８番29号 株式会社大阪ジャッキ製作所内Front page continuation (72) Inventor Yasuhide Oguri 1-829 Komakawa, Higashisumiyoshi-ku, Osaka City, Osaka Prefecture Jack Jack Co., Ltd. (72) Inventor Setsu Miura 1-829, Komagawa, Higashisumiyoshi-ku, Osaka Osaka Jack Manufacturing Co., Ltd.
Claims (4)
とともにジャッキ装置を設置し、立体駐車場の躯体四隅
の柱下にアンカージャッキ装置を設置する工程と、
（１）前記アンカージャッキ装置上に躯体となる最上階
を含む上部階を組み立てる工程と、（２）前記ジャッキ
装置の昇降構台に設けた固定機構と躯体柱を係合し、更
に前記ジャッキ装置上部の水平サポートジャッキを躯体
柱のガイドレールに挾持する工程と、（３）前記ジャッ
キ装置によってジャッキアップする工程と、（４）前記
ジャッキアップされた躯体下部空間に下部躯体を組み立
てる工程と、（５）同下部躯体をアンカージャッキ装置
を作動して躯体を仮支持する工程と、（６）前記ジャッ
キ装置の昇降構台の固定機構と躯体柱の係合を解除する
工程と、（７）前記躯体柱との係合を解除された昇降構
台を元の位置に降下して更に下部躯体を組み立てジャッ
キアップする工程と、前記（１）〜（７）の工程を繰り
返して所定高さまで躯体を構築したのち、前記アンカー
ジャッキ装置を撤去し、最下部の躯体を組み立て、基礎
に固定して前記ジャッキ装置を解体撤去することを特徴
とする立体駐車場の施工法。1. A step of constructing a foundation at a construction position of a multi-storey car park and installing jack devices, and installing anchor jack devices under pillars at four corners of a frame of the multi-storey car park,
(1) A step of assembling an upper floor including a top floor that is a skeleton on the anchor jack device; (2) Engaging a fixing mechanism provided on an elevating gantry of the jack device with a skeleton pillar, and further, an upper part of the jack device. Holding the horizontal support jack on the guide rail of the body pillar, (3) jacking up by the jack device, (4) assembling the lower body in the jacked up lower body space, (5) ) A step of temporarily supporting the skeleton by operating an anchor jack device on the lower skeleton, (6) a step of releasing the engagement between the fixing mechanism of the lifting platform of the jack device and the skeleton column, and (7) the skeleton column. The step of lowering the lifting gantry disengaged with the original position to assemble the lower skeleton and jacking it up, and repeating the steps (1) to (7) to a predetermined height. After building the skeleton, said to remove the anchor jacking device, assembled lowermost skeleton, construction methods of multi-storey car park, which comprises dismantled the jack device fixed to the base.
なるガイドレールを設ける請求項１記載の立体駐車場の
施工法。2. The method for constructing a multi-storey parking lot according to claim 1, wherein guide rails that are diagonal lines of the pillars at the four corners are provided inside the pillars at the four corners of the body.
外壁に、前記ジャッキアップ工程の前に外壁パネルを取
り付ける請求項１記載の立体駐車場の施工法。3. The method for constructing a multi-storey parking lot according to claim 1, wherein an outer wall panel is attached to an outer wall of a main body frame constructed of a supporting column and a horizontal member before the jacking up step.
ャッキ部とジャッキに螺合した昇降構台とジャッキ架台
上部外側対角線上に沿う水平サポートジャッキとで構成
し、ジャッキ装置を制御操作する制御操作装置によって
作動して構築する請求項１記載の立体駐車場の施工法。4. The jack device comprises a jack base, a jack part, an elevating gantry screwed to the jack, and a horizontal support jack along the outer diagonal of the upper part of the jack base, and is controlled by a control operation device for controlling the jack device. The method for constructing a multi-storey parking lot according to claim 1, which is constructed by operating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26267694A JP3439545B2 (en) | 1994-10-26 | 1994-10-26 | Construction method of multi-story parking lot |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26267694A JP3439545B2 (en) | 1994-10-26 | 1994-10-26 | Construction method of multi-story parking lot |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08120961A true JPH08120961A (en) | 1996-05-14 |
| JP3439545B2 JP3439545B2 (en) | 2003-08-25 |
Family
ID=17379050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26267694A Expired - Fee Related JP3439545B2 (en) | 1994-10-26 | 1994-10-26 | Construction method of multi-story parking lot |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3439545B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088719A (en) * | 2016-08-16 | 2016-11-09 | 方芳 | A kind of cylinder box-type full-automatic sky parking |
-
1994
- 1994-10-26 JP JP26267694A patent/JP3439545B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088719A (en) * | 2016-08-16 | 2016-11-09 | 方芳 | A kind of cylinder box-type full-automatic sky parking |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3439545B2 (en) | 2003-08-25 |
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