JPH04161630A - Method of constructing high-rise building - Google Patents
Method of constructing high-rise buildingInfo
- Publication number
- JPH04161630A JPH04161630A JP28592390A JP28592390A JPH04161630A JP H04161630 A JPH04161630 A JP H04161630A JP 28592390 A JP28592390 A JP 28592390A JP 28592390 A JP28592390 A JP 28592390A JP H04161630 A JPH04161630 A JP H04161630A
- Authority
- JP
- Japan
- Prior art keywords
- core parts
- core
- building
- blocks
- frame
- 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
- 238000000034 method Methods 0.000 title claims description 8
- 238000010276 construction Methods 0.000 abstract description 12
- 239000000463 material Substances 0.000 abstract description 2
- 230000003028 elevating effect Effects 0.000 abstract 2
- 238000004519 manufacturing process Methods 0.000 description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は高層ビルの建設方法に関し、特に、建物の両
端のコア部を先行して構築し、そのコア部に挾まれた内
部の構成要素をコア部を支えにして構築する方法の改良
に関する。[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a method of constructing a high-rise building, and in particular, to constructing core parts at both ends of the building in advance, and constructing internal components sandwiched between the core parts. This invention relates to an improvement in the method of constructing a core by supporting it.
(従来の技術)
特公昭54−11965号公報には次のような高層ビル
の建設方法が開示されている。(Prior Art) Japanese Patent Publication No. 54-11965 discloses the following method of constructing a high-rise building.
建設しようとするビルの左右両端部の構造体となる2つ
のコア部を建設予定地に所定間隔をおいて鉛直に所定の
高さまで建設する。両コアを所定高さまで建設したなら
ば、それらの最上部に剛体とみなせる上部懸垂構造物を
架構する。Two core sections, which will become the structures at both the left and right ends of the building to be constructed, are constructed vertically to a predetermined height at a predetermined interval at a planned construction site. Once both cores have been constructed to a predetermined height, an upper suspension structure that can be regarded as a rigid body is constructed on top of them.
一方、プレキャストした天井スラブ版および床版と登板
とを前記コア部の間に搬入し、まず、天井スラブ版を一
層分だけリフトアップし、それにプレキャストした壁板
を組み付け、続いて登板の下部に床版を組み付けて一階
分の住宅単位ブロックを地上作業として組み立てる。On the other hand, the precast ceiling slab, floor slab, and pitching are carried between the core section, and the ceiling slab is first lifted up by one layer, the precast wall panels are attached to it, and then the lower part of the pitching is lifted up. Assemble the floor slabs and assemble one-story residential unit blocks as ground work.
そして組み立てた住宅単位ブロックを、コア部の最上部
間に掛は渡しである前記の上部懸垂構造物から吊り下げ
たリフトアップ用のロッドにセットしたリフトジヤツキ
で揚重する。所定の高さまで揚重した住宅単位ブロック
の天井スラブ版および床版をコア部へ剛接合し、同時に
上位の住宅単位ブロックとも剛接合して揚重した住宅単
位ブロックを建物の一部として組み付ける。Then, the assembled housing unit block is lifted by a lift jack set on a lift-up rod suspended from the above-mentioned upper suspension structure, which is a bridge between the topmost parts of the core section. The ceiling slab and floor slab of the housing unit block lifted to a predetermined height are rigidly connected to the core part, and at the same time, the upper housing unit block is also rigidly connected to assemble the lifted housing unit block as a part of the building.
このように両コア部の間に住宅単位ブロワ゛りを順次運
び込んで上階から下階に向かってコア部間の建物を建設
する。In this way, the building between the core parts is constructed by sequentially moving housing unit blowers between the two core parts from the upper floor to the lower floor.
(発明が解決しようとする課題)
前述した従来方法では、2つのコア部を最終的な高さま
で構築した後でないとコア部間の建物の組立を開始する
することができない。そのため特に高層ビルをこの方法
で建設する場合、コア部の完成を待ってコア部間の建物
を組み立てるのでは工期が長びくという欠点があった。(Problem to be Solved by the Invention) In the conventional method described above, assembly of the building between the core parts cannot be started until after the two core parts have been constructed to their final height. Therefore, especially when constructing high-rise buildings using this method, there is a drawback that the construction period is prolonged if the building between the core sections is assembled after the core sections are completed.
この発明は前述した従来の問題点に鑑みなされたもので
、その目的は、2つのコア部を上方に向かって順次構築
する工程と、途中まで構築されたコア部の間に建物を組
み立てる工程とを並行して進めることができるようにし
た高層ビルの建設方法を提供することにある。This invention was made in view of the above-mentioned conventional problems, and its purpose is to sequentially construct two core sections upward, and to assemble a building between the core sections that have been partially constructed. The objective is to provide a method of constructing a high-rise building that allows the construction of high-rise buildings to be carried out in parallel.
(課題を解決するための手段)
そこでこの発明の建設方法では、水平方向に十分大きな
長さしにわたって対向する2個のコア部を上方に向かっ
て順次構築する作業と並行して、両コア部の間に構築す
べき建物の躯体を、前記長さLをいくつかに分割した大
きさで階層ごとに分割した多数の躯体ブロックとして地
上側で組み立てる。(Means for Solving the Problems) Therefore, in the construction method of the present invention, in parallel with the work of sequentially constructing two core parts facing upward over a sufficiently large length in the horizontal direction, both core parts are The frame of the building to be constructed during this period is assembled on the ground side as a large number of frame blocks divided into layers each having a size obtained by dividing the length L into several parts.
そして前記躯体ブロックを水平方向に搬送して前記両コ
ア部の対向空間の所定位置に運び込み、その躯体ブロッ
クを前記コア部の対向面に沿って設けた揚重手段によっ
て所定の高さまで上昇させさらに両コア部の対向面に沿
って設けた横移動手段によって前記躯体ブロックを水平
方向に移動させ、所定方向にて前記躯体ブロックの両端
側を両コア部に接合して固定するようにした。Then, the body block is transported in a horizontal direction to a predetermined position in the space facing both the core parts, and the body block is lifted to a predetermined height by a lifting means provided along the facing surfaces of the core parts. The frame block is moved in the horizontal direction by a lateral moving means provided along the opposing surfaces of both core parts, and both ends of the frame block are joined and fixed to both core parts in a predetermined direction.
しかも、下段の前記躯体ブロックの天井面と上段の前記
躯体ブロックの床面との間に少なくとも1階分の間隔を
あけるようにした。Moreover, an interval of at least one floor is provided between the ceiling surface of the lower framework block and the floor surface of the upper framework block.
(作 用)
前記両コア部の対向空間における前記揚重手段の占有ス
ペースを除く部分には、地上側で組立てられた前記枢体
ブロックを下から上へと順次積み重ねるように両コア部
間に組立てることができる。(Function) In a portion of the opposing space between the two core parts excluding the space occupied by the lifting means, there is a space between the two core parts so that the pivot blocks assembled on the ground side are stacked one after another from bottom to top. Can be assembled.
従って両コア部は最終高さまで完成していなくても、途
中まで構築されたコア部の間に順次躯体ブロックを組立
てて行くことができる。また、躯体ブロック間の前記間
隔部分が柱のない広間となる。Therefore, even if both core parts are not completed to their final height, the frame blocks can be sequentially assembled between the partially constructed core parts. Moreover, the space between the building blocks becomes a hall without pillars.
(実施例)
本発明を適用した高層ビルの建設途中の様子を第1図に
示し、第2図には第1図の実施例における建設手順を示
している。両図において、1と2がコア部であり、コア
部1とコア部2は水平方向に十分大きな長さLにわたっ
て間隔Mを保って平行に対向するように構築されている
。(Example) Fig. 1 shows the construction of a high-rise building to which the present invention is applied, and Fig. 2 shows the construction procedure in the embodiment of Fig. 1. In both figures, 1 and 2 are core parts, and the core parts 1 and 2 are constructed so as to face each other in parallel with a distance M maintained over a sufficiently large length L in the horizontal direction.
第1図に示すように、2つのコア部1とコア部2を構築
するために4基のクレーン3.4.5.6があり、これ
らによってコア部の躯体部材Wを引き上げてコア部1、
コア部2を上方に向かって順次構築する。第1図に示す
状態ではコア部1およびコア部2の7〜8#部分までが
ほぼ完成しており、さらに上層階への建設が進められて
いる。As shown in FIG. 1, there are four cranes 3, 4, 5, 6 to construct the two core parts 1 and 2, and these cranes lift up the frame member W of the core part ,
The core portion 2 is constructed sequentially upward. In the state shown in FIG. 1, portions 7 to 8 of core portion 1 and core portion 2 are almost completed, and construction of the upper floors is proceeding.
この建設現場の地上には、コア部1とコア部2で挾まれ
た部分からその側方へ一対のレール7が敷設されており
、コア部1、コア部2の側方の広場が躯体ブロック8の
製作ラインZとなっている。On the ground of this construction site, a pair of rails 7 are laid from the part sandwiched by core part 1 and core part 2 to the sides, and the square on the side of core part 1 and core part 2 is the building block. 8 production line Z.
躯体ブロック8は、コア部1とコア部2の間に構築すべ
き建物の躯体を、前記長さしを173に分割した大きさ
で階層ごとに分割した構造体である。この躯体ブロック
8を、製作ラインZとなっている広場のレール7上で順
送り式に製作する。The frame block 8 is a structure in which the frame of a building to be constructed between the core part 1 and the core part 2 is divided into layers with a size obtained by dividing the length into 173 parts. This frame block 8 is manufactured in a progressive manner on a rail 7 in a plaza serving as a manufacturing line Z.
つまり製作ライン2となる広場の周辺に躯体ブロック8
の材料Yを搬入しておき、クレーン9、10.11.1
2などを用いてレール7上で躯体ブロック8を製作する
。まず躯体ブロック8の骨組を組み立て、次に鉄筋や型
枠を設置してコンクリートを打設するか、あるいはプレ
キャストコンクリートを組み付けて、床・梁の一体構造
となった躯体ブロック8を得る。In other words, there are 8 building blocks around the plaza that will be production line 2.
Material Y was brought in and crane 9, 10.11.1
2, etc., to fabricate the frame block 8 on the rail 7. First, the frame of the frame block 8 is assembled, and then reinforcing bars and formwork are installed and concrete is poured, or precast concrete is assembled to obtain the frame block 8 with an integrated floor and beam structure.
躯体ブロック8はその製作の進行とともにコア部1、コ
ア部2側へ順送りされる。そして製作完了した躯体ブロ
ック8をレール7に沿って水平に移動すせ、コア部1と
コア部2の対向空間の中央部の揚重スペースSまで運び
込む。The frame block 8 is sequentially sent to the core portion 1 and the core portion 2 side as its manufacturing progresses. The manufactured frame block 8 is then moved horizontally along the rails 7 and carried to the lifting space S in the center of the space where the core parts 1 and 2 face each other.
コア部1とコア部2の間に揚重スペースSの地下部分に
は、第3因に示す揚重架台13がセットされている。こ
の揚重架台13上には、これが最下方位置にあるときに
前記レール7と連続するレール7aがあり、レール7上
を搬送されてきた躯体ブロック8が揚重架台13上に載
るようになっている。In the underground part of the lifting space S between the core part 1 and the core part 2, a lifting frame 13 shown in the third factor is set. On this lifting frame 13, there is a rail 7a which is continuous with the rail 7 when it is at the lowest position, and the frame block 8 transported on the rail 7 is placed on the lifting frame 13. ing.
また揚重架台13をコア部1とコア部2の対向面に沿っ
て上下移動させるために、コア部1およびコア部2のそ
れぞれの対向面にラック装置14か取り付けられている
とともに、揚重架台13の下部にはラック装置14に噛
み合って架台13を上下方向に駆動するビニオン装置1
5が搭載されている。In addition, in order to move the lifting platform 13 up and down along the opposing surfaces of the core section 1 and the core section 2, a rack device 14 is attached to each opposing surface of the core section 1 and the core section 2. At the bottom of the pedestal 13, there is a binion device 1 that engages with the rack device 14 and drives the pedestal 13 in the vertical direction.
5 is installed.
前述のように躯体ブロック8を揚重スペースSに運び入
れて揚重架台13の上に載せ、ピニオン装置15を動作
させてラック装置14に沿って躯体ブロック8を所定の
高さまで上昇させる。次に架台13上の躯体ブロック8
を水平方向に右または左側へ移動させ、既にコア部1と
コア部2間に固定しである下層の躯体ブロック8の上方
に新たな躯体ブロック8を位置決めし、その躯体プロ・
ツク8の両端部をコア部1およびコア部2の対向面側に
接合して固定する。As described above, the frame block 8 is carried into the lifting space S and placed on the lift frame 13, and the pinion device 15 is operated to raise the frame block 8 along the rack device 14 to a predetermined height. Next, the frame block 8 on the pedestal 13
horizontally to the right or left, position a new frame block 8 above the lower frame block 8 that is already fixed between the core parts 1 and 2, and then move the frame block 8 horizontally to the right or left side.
Both ends of the hook 8 are joined and fixed to opposing surfaces of the core portions 1 and 2.
なお所定の高さ位置において架台13上の躯体ブロック
8をコア部1とコア部2の対向面に沿って横方向に移動
させる手段としては、図には明確に表れていないが、コ
ア部1とコア部2の対向面に水平方向にガイドレールが
付設されており、これに沿って躯体ブロック8を移動さ
せるようになっている。Although it is not clearly shown in the figure, the means for moving the frame block 8 on the pedestal 13 in the lateral direction along the facing surfaces of the core parts 1 and 2 at a predetermined height position is not clearly shown in the figure, but the core part 1 A guide rail is provided in the horizontal direction on the opposing surface of the core portion 2, and the frame block 8 is moved along this.
以上のように、躯体ブロック製作ラインZである広場で
順次躯体ブロック8を製作して、レール7に沿って完成
した躯体ブロック8を揚重スペースSの最下部に運び込
み、次に躯体ブロック8を架台13に載せて所定の高さ
まで上昇させ、次に架台13上から躯体ブロック8を右
または左へ水平移動させて位置決めし、その状態で躯体
ブロック8をコア部1とコア部2に結合して固定する。As described above, the building blocks 8 are manufactured one after another in the square that is the building block production line Z, and the completed building blocks 8 are carried along the rails 7 to the bottom of the lifting space S, and then the building blocks 8 are The frame block 8 is placed on the frame 13 and raised to a predetermined height, and then the frame block 8 is horizontally moved to the right or left from the frame 13 to position it, and in this state, the frame block 8 is coupled to the core part 1 and the core part 2. and fix it.
また第1図に示すように、下層階から上層階へと躯体ブ
ロック8を順次増設していく際に、下段の躯体ブロック
8の天井面と上段の躯体ブロック8の床面との間に少な
くとも1階分の間隔Kをあける。そうすると、その間隔
部分にの空間が柱のない広間となる。In addition, as shown in FIG. 1, when the building blocks 8 are sequentially added from the lower floors to the upper floors, there is at least a gap between the ceiling surface of the lower building blocks 8 and the floor surface of the upper building blocks 8. Leave an interval K of one floor. Then, the space between them becomes a hall without pillars.
(発明の効果)
以上詳細に説明したように、この発明によれば、2個の
コア部を上方に向かって順次構築しつつ、構築済みの下
層階部分については両コア部の間に躯体ブロックを下か
ら上へと順次組み込んで両コア部に固定することができ
る。したがってコア部を上方に向かって構築することと
コア部間の建物の躯体を上方に向かって順次構築するこ
ととを並行して進めることができ、従来の方法に比べて
工期が大幅に短縮する。(Effects of the Invention) As described above in detail, according to the present invention, while the two core parts are constructed in sequence upward, the building block is placed between the two core parts for the lower floor part that has already been constructed. can be sequentially assembled from bottom to top and fixed to both core parts. Therefore, the construction of the core section upwards and the building frame between the core sections can proceed in parallel upwardly, significantly shortening the construction period compared to conventional methods. .
また、下段の躯体ブロックの天井面と上段の躯体ブロッ
クの床面との間に少なくとも1階分の間隔をあけるよう
にしたので、その間隔部分の空間を柱のない広間として
利用することができる。Additionally, since there is a gap of at least one story between the ceiling of the lower frame block and the floor of the upper frame block, the space in the gap can be used as a hall without pillars. .
第1図は本発明を適用した高層ビルの建設の様子を示す
斜視図、゛第2図は第1図の実施例における躯体ブロッ
クの製作から組付けの工程を示す平面説明図、第3図は
第1図の実施例における揚重手段の詳細を示す部分斜視
図である。
1・・・・・・コア部 2・・・・・・コア部
7・・・・・・レール 7a・・・レール8
・・・・・・躯体ブロック 13・・・揚重架台14
・・・ラック装置 15・・・ピニオン装置S・・
・・・・揚重スペース K・・・・・・間隔空間Z・
・・・・・躯体ブロック製作ライン特許出願人
株式会社 大 林 組状 理 人 弁理
士 −色 健 軸向 弁理士 松 本
雅 利第2因
第3図Fig. 1 is a perspective view showing the construction of a high-rise building to which the present invention is applied; 2 is a partial perspective view showing details of the lifting means in the embodiment of FIG. 1; FIG. 1...Core part 2...Core part 7...Rail 7a...Rail 8
......Structure block 13...Lifting frame 14
...Rack device 15...Pinion device S...
... Lifting space K ... Interval space Z.
...Structure block production line patent applicant
Obayashi Co., Ltd. Patent Attorney - Ken Iro Patent Attorney Matsumoto
Masatoshi 2nd cause 3rd diagram
Claims (1)
コア部を上方に向かって順次構築し、前記両コア部の間
に構築すべき建物の躯体を、前記長さLをいくつかに分
割した大きさで階層ごとに分割した多数の躯体ブロック
として地上側で組み立て、 前記躯体ブロックを水平方向に搬送して前記両コア部の
対向空間の所定位置に運び込み、その躯体ブロックを前
記両コア部の対向面に沿って設けた揚重手段によって所
定の高さまで上昇させ、さらに前記両コア部の対向面に
沿って設けた横移動手段によって前記躯体ブロックを水
平方向に移動させ、所定位置にて前記躯体ブロックの両
端側を前記両コア部に結合して固定することで前記建物
を下層階から上層階へと順次構築し、 かつ下段の前記躯体ブロックの天井面と上段の前記躯体
ブロックの床面との間に少なくとも1階分の間隔をあけ
るようにしたことを特徴とする高層ビルの建設方法。[Scope of Claims] Two core parts facing each other in the horizontal direction over a sufficiently large length L are successively constructed upward, and the building frame to be constructed between the two core parts is constructed over a sufficiently large length L. is assembled on the ground side as a large number of building blocks divided into several layers divided into several sizes, and the building blocks are transported horizontally to a predetermined position in the space facing both core parts, and the building block is assembled on the ground side. is raised to a predetermined height by a lifting means provided along opposing surfaces of both core portions, and further moved in a horizontal direction by lateral movement means provided along opposing surfaces of both core portions. , the building is built sequentially from the lower floors to the upper floors by joining and fixing both ends of the frame blocks to both core parts at predetermined positions, and the ceiling surface of the lower frame block and the upper frame block are connected to each other. A method of constructing a high-rise building, characterized in that a space of at least one floor is left between the frame block and the floor surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28592390A JP2629441B2 (en) | 1990-10-25 | 1990-10-25 | High-rise building construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28592390A JP2629441B2 (en) | 1990-10-25 | 1990-10-25 | High-rise building construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04161630A true JPH04161630A (en) | 1992-06-05 |
JP2629441B2 JP2629441B2 (en) | 1997-07-09 |
Family
ID=17697763
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28592390A Expired - Lifetime JP2629441B2 (en) | 1990-10-25 | 1990-10-25 | High-rise building construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2629441B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017179834A (en) * | 2016-03-30 | 2017-10-05 | 大成建設株式会社 | Building Construction Method |
GB2611749A (en) * | 2021-10-06 | 2023-04-19 | Laing Orourke Plc | Constructing a spine of a building |
-
1990
- 1990-10-25 JP JP28592390A patent/JP2629441B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2017179834A (en) * | 2016-03-30 | 2017-10-05 | 大成建設株式会社 | Building Construction Method |
GB2611749A (en) * | 2021-10-06 | 2023-04-19 | Laing Orourke Plc | Constructing a spine of a building |
GB2611749B (en) * | 2021-10-06 | 2024-04-10 | Laing Orourke Plc | Constructing a spine of a building |
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