JPH05148854A - Simultaneous construction method for ground and underground structure of building - Google Patents

Simultaneous construction method for ground and underground structure of building

Info

Publication number
JPH05148854A
JPH05148854A JP3317854A JP31785491A JPH05148854A JP H05148854 A JPH05148854 A JP H05148854A JP 3317854 A JP3317854 A JP 3317854A JP 31785491 A JP31785491 A JP 31785491A JP H05148854 A JPH05148854 A JP H05148854A
Authority
JP
Japan
Prior art keywords
underground
ground
building
floor panel
underground structure
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
Application number
JP3317854A
Other languages
Japanese (ja)
Other versions
JP2928006B2 (en
Inventor
Yoichi Ogaki
洋一 大垣
Tetsuo Sasazawa
哲夫 笹沢
Katsushi Uchimura
勝志 内村
Yoshio Nakajima
佳男 中嶋
Yosuke Sato
洋介 佐藤
Yoshikazu Murakami
嘉一 村上
Tetsuya Nakajima
哲也 中島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP3317854A priority Critical patent/JP2928006B2/en
Publication of JPH05148854A publication Critical patent/JPH05148854A/en
Application granted granted Critical
Publication of JP2928006B2 publication Critical patent/JP2928006B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To simultaneously build the underground structure and the ground structure of a building and to shorten a process. CONSTITUTION:Foundation piles 10 are driven from a ground surface and stays 12 are erected to the respective foundation piles 10. Floor panels 14 are secured to the stays 12 as the floor panels 14 are laid over a ground surface to complete a first floor. Thereafter, a work to discharge earth below the floor panels 14 is performed by means of an excavator 16 and a damp truck 18 and underground structures are built, in order, from a place where excavation is completed. Simultaneously with building of the underground structure, a tower crane 24 for a loading work is installed on the floor panels 14 and ground structures are erected, in order. This method enables simultaneous construction of the ground structures and the underground structures.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建造物の地下構造物及
び地上構造物とを同時に構築する建造物の地上地下同時
施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for simultaneously constructing an underground structure and an aboveground structure at the same time.

【0002】[0002]

【従来の技術】地下構造物と地上構造物を有する建造物
の施工は、通常、地上面(現地盤面)から基礎杭を場所
打ちし、地下構造物の床面まで地盤掘削作業を行い、地
下構造物を完成させ、その後地下構造物の上へ地上構造
物を立ち上げていく方法が一般的である。
2. Description of the Related Art Construction of a structure having an underground structure and an above-ground structure is usually performed by pouring a foundation pile from the ground surface (ground surface) and excavating the ground to the floor surface of the underground structure. A general method is to complete the structure and then launch the aboveground structure above the underground structure.

【0003】このため、地上構造物の施工開始は、どう
しても地下構造物の完成後になるため、工期の短縮を図
るには限界があった。
Therefore, the construction of the above-ground structure must be started after the completion of the underground structure, and there is a limit to the reduction of the construction period.

【0004】また、地下構造物の資材を吊下げ運搬する
には、地上面にクレーンを据え付け、地上面から資材を
吊り降ろす必要があった。
Further, in order to suspend and transport materials for underground structures, it was necessary to install a crane on the ground surface and hang the materials from the ground surface.

【0005】[0005]

【発明が解決しようとする課題】本発明は係る事実を考
慮し、地下構造物及び地上構造物とを同時に施工し、工
程の短縮を図る建造物の地上地下同時施工方法を提供す
ることを目的とする。
SUMMARY OF THE INVENTION In consideration of the above facts, the present invention aims to provide a method for constructing a building above ground and underground at the same time by constructing an underground structure and an aboveground structure at the same time to shorten the process. And

【0006】[0006]

【課題を解決するための手段】請求項1に記載の建造物
の地上地下同時施工方法は、地下構造物と地上構造物を
有する建造物の施工に適用され、地上面から基礎杭及び
この基礎杭に支持される支柱を打ち込む第1の工程と、
地上面にフロアパネルを敷き詰めながら前記支柱に固定
する第2の工程と、前記フロアパネルの下方の排土作業
を行なうと共に地下構造物を構築し、それと同時に前記
フロアパネルへクレーンを設置し地上構造物を構築して
いく第3の工程と、を有することを特徴としている。
A method for simultaneously constructing a building above ground and underground according to claim 1 is applied to the construction of a structure having an underground structure and an aboveground structure, and a foundation pile and this foundation are provided from the ground surface. The first step of driving the columns supported by the piles,
The second step of fixing the floor panel to the pillar while laying the floor panel on the ground surface, and the earth discharging work under the floor panel and constructing an underground structure, and at the same time installing a crane on the floor panel to construct the above-ground structure. And a third step of constructing a product.

【0007】請求項2に記載の建造物の地上地下同時施
工方法は、前記地下構造物へ接続される車両走行用の地
下用動線と、前記地上構造物へ接続され前記地下用動線
と立体交差する車両走行用の地上用動線と、を有するこ
とを特徴としている。
According to a second aspect of the present invention, there is provided an underground underground flow line for running a vehicle connected to the underground structure, and an underground flow line connected to the above-ground structure. And a ground flow line for traveling a vehicle that crosses overpasses.

【0008】請求項3に記載の建造物の地上地下同時施
工方法は、前記フロアパネルの下面へ天井クレーンを配
設して、地下構造物の資材の吊下げ用としたことを特徴
としている。
The above-mentioned method for simultaneously constructing a building on the ground and underground is characterized in that an overhead crane is arranged on the lower surface of the floor panel for suspending materials for the underground structure.

【0009】[0009]

【作用】上記構成の建造物の地上地下同時施工方法は、
第1の工程で、地上面から基礎杭を打ち込み、この基礎
杭へ地下構造物及び地上構造物の柱となる支柱を立て込
む。次に、第2の工程で、地上面にフロアパネルを敷き
詰めながら、このフロアパネルを支柱に固定して一階の
フロアを完成させる。なお、このフロアパネルの敷き詰
めは地上作業となるので、作業も安全で工期の短縮も図
れる。次に、第3の工程で、掘削機械及びダンプトラッ
ク等で、フロアパネルの下方の排土作業を行なうと共
に、掘削が完了した場所から順次地下構造物を構築して
いく。また、これと並行して、フロアパネルへ荷揚げ作
業用のクレーンを設置し、順次地上構造物を立ち上げて
いく。これによって、地上構造物と地下構造物との同時
施工が可能となる。
[Operation] The above-ground simultaneous construction method for the above structure is
In the first step, a foundation pile is driven in from the ground surface, and columns that serve as pillars for underground structures and aboveground structures are erected on this foundation pile. Next, in the second step, while laying the floor panels on the ground surface, the floor panels are fixed to the columns to complete the first floor. Since the floor panels are spread over the ground, the work is safe and the construction period can be shortened. Next, in a third step, an excavating machine, a dump truck, and the like perform earth removal work under the floor panel, and at the same time, construct an underground structure from the place where the excavation is completed. In parallel with this, a crane for unloading work will be installed on the floor panel and the above-ground structures will be sequentially launched. This enables simultaneous construction of aboveground structures and underground structures.

【0010】なお、フロアパネルの下方の掘削土を搬出
し、あるいは地下構造物を構築するための資材を搬入す
る車両が走行する地下用動線と、地上構造物を構築する
ための資材を搬入する車両が走行する地上用動線は、立
体的に交差されているので、スムースな運行が可能とな
る。
It should be noted that the excavated soil below the floor panel is carried out, or the material for constructing the underground structure is carried in, and the underground flow line on which the vehicle runs and the material for constructing the above-ground structure are carried in. Since the ground traffic lines on which the vehicles run are three-dimensionally intersected, smooth operation is possible.

【0011】また、フロアパネルの下方の掘削がある程
度進行すると、作業空間が確保されるので、フロアパネ
ルの下面に天井クレーンを取付けることができる。この
天井クレーンで地下用動線から搬送された地下構造物の
資材吊下げ運搬が可能となるので、地上面から資材を吊
り降ろす必要がなくなる。
When the excavation under the floor panel progresses to some extent, a working space is secured, so that the overhead crane can be attached to the lower surface of the floor panel. Since it is possible to suspend and transport the material of the underground structure transported from the underground flow line with this overhead crane, it is not necessary to suspend the material from the ground surface.

【0012】[0012]

【実施例】本実施例に係る建造物の地上地下同時施工方
法を図1〜図5を参照しながら説明する。
[Embodiment] A method of simultaneously constructing a building on the ground and underground according to this embodiment will be described with reference to FIGS.

【0013】図1に示されるように、建設敷地内へ図示
しない杭打ち機械を搬入し、地上面Gから所定深さの穴
を堀り、その中にコンクリートを打設して、建造物全体
を支持する基礎杭10を構築する。この基礎杭10に
は、支柱12が立て込まれ、地下構造物及び地上構造物
の主柱鉄骨となる。
As shown in FIG. 1, a pile driving machine (not shown) is carried into the construction site, a hole having a predetermined depth is dug from the ground surface G, and concrete is placed in the hole to construct the entire structure. The foundation pile 10 which supports is constructed. Pillars 12 are erected on the foundation pile 10 and serve as main pillar steel frames of underground structures and aboveground structures.

【0014】図2に示されるように、支柱12を立て込
んだ段階で、地上面Gにフロアパネル14を敷き詰め
る。このフロアパネル14の周縁部を図示しないブラケ
ットで、支柱12に取付ける。このように、フロアパネ
ル14の設置が地上作業となるので、作業の安全と工期
の短縮が図れる。
As shown in FIG. 2, the floor panel 14 is laid on the ground surface G when the columns 12 are stood up. The peripheral portion of the floor panel 14 is attached to the column 12 with a bracket (not shown). In this way, since the floor panel 14 is installed on the ground, it is possible to reduce the work safety and the work period.

【0015】図3に示すように、フロアパネル14が敷
き詰められた段階で、掘削機械16でフロアパネル14
の下方の土砂を掘削していく。この掘削機械16は、図
6に示すように、ダンプトラック18等が出入りする搬
入路20、搬出路22を作りながら、フロアパネル14
の下方の土砂を掘削し、ダンプトラック18に積み込ん
で行く。このダンプトラック18は、搬出路22を通っ
て土砂を残土処理場へ運搬排土する。また、これと同時
進行して、フロアパネル14の上面に、タワークレーン
24を設置する。これによって、地下構造物の完成を待
たずに、地上構造物の施工が可能となる。なお、所定の
エリア内で、支柱の立て込みが完了し、フロアパネル1
4を敷き詰められると、順次そのエリア内から掘削作業
を進め、工事の進捗を図る。また、この時、フロアパネ
ル14の下面にガイドレールを配設し、地下構造物の資
材を運搬する天井クレーン19を取付ける。これによっ
て、搬入路20から搬送された地下構造物の資材の吊下
げ運搬が可能となるので、掘削完了後に地上面から資材
を吊り降ろす必要がなくなる。
As shown in FIG. 3, when the floor panels 14 are spread, the floor panels 14 are cut by the excavating machine 16.
The earth and sand below will be excavated. As shown in FIG. 6, the excavating machine 16 includes a floor panel 14 while forming a carry-in passage 20 and a carry-out passage 22 through which a dump truck 18 and the like come in and out.
The earth and sand below is excavated and loaded on the dump truck 18. The dump truck 18 transports and discharges earth and sand to the remaining soil processing site through the carry-out path 22. At the same time, the tower crane 24 is installed on the upper surface of the floor panel 14. This allows construction of aboveground structures without waiting for the completion of underground structures. It should be noted that in the predetermined area, the columns have been set up and the floor panel 1
When 4 is spread, excavation work will be carried out sequentially from within the area, and the progress of construction will be promoted. At this time, a guide rail is arranged on the lower surface of the floor panel 14, and an overhead crane 19 for transporting materials for the underground structure is attached. As a result, it becomes possible to suspend and transport the material of the underground structure transported from the carry-in path 20, and it is not necessary to suspend the material from the ground surface after the completion of excavation.

【0016】図4に示されるように、タワークレーン2
4によって、順次2階以上のフロアパネル14の取付作
業を進めていく。これと同時進行して、フロアパネル1
4の下方では、掘削排土作業を進めていく。
As shown in FIG. 4, the tower crane 2
4, the installation work of the floor panels 14 on the second floor and above is sequentially proceeded. Simultaneous with this, floor panel 1
Below 4, the excavation and earth removal work will proceed.

【0017】図5に示されるように、フロアパネル14
の下方で、部分的に掘削排土作業が完了すると、貯水槽
に利用される地下ピット26等の地下構造物を構築して
いく。また、地上では、同時に図示しない外壁の取付け
工事等を行なう。
As shown in FIG. 5, floor panel 14
When the excavation and soil removal work is partially completed under the, the underground structure such as the underground pit 26 used for the water storage tank is constructed. At the same time, on the ground, installation work of an outer wall (not shown) is performed.

【0018】なお、図6及び図7に示されるように、本
実施例に係る建造物の地上地下同時施工方法では、フロ
アパネル14の下方の地下掘削面Uへ接続される地下用
動線としての搬入路20及び搬出路22と、建造物の地
上構造物を構築する資材を運搬する地上用動線としての
搬入路28が設けられている。搬入路20及び搬出路2
2には、地下掘削面Uから地上面Gまで、ダンプトラッ
ク18等が走行可能な傾斜面が設けられている。また、
搬入路28は、柱30で支持されたパネル32で構成さ
れており、このパネル32が、搬入路20及び搬出路2
2の傾斜面の上方を覆って、搬入路20及び搬出路22
と搬入路28とを立体的に交差させている。これによっ
て、資材等のスムースな運搬が可能となる。
As shown in FIGS. 6 and 7, in the above-ground simultaneous underground construction method for a building according to the present embodiment, an underground flow line connected to the underground excavation surface U below the floor panel 14 is used. The loading / unloading path 20 and the loading / unloading path 22 and the loading / unloading path 28 as a ground flow line for transporting materials for constructing the above-ground structure of the building. Carry-in route 20 and carry-out route 2
2 is provided with an inclined surface from which the dump truck 18 and the like can travel from the underground excavation surface U to the ground surface G. Also,
The carry-in path 28 is composed of a panel 32 supported by a column 30, and the panel 32 is used as the carry-in path 20 and the carry-out path 2.
The carry-in path 20 and the carry-out path 22 are covered by covering the upper side of the inclined surface of 2.
And the carry-in path 28 are three-dimensionally intersected. This enables smooth transportation of materials and the like.

【0019】[0019]

【発明の効果】本発明は上記構成としたので、建造物の
地下構造物及び地上構造物とを同時に施工でき、工程が
短縮できる。
EFFECTS OF THE INVENTION Since the present invention is constructed as described above, it is possible to construct an underground structure and an above-ground structure at the same time and shorten the process.

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

【図1】本発明に係る建造物の地上地下同時施工方法の
手順を示した概略図である。
FIG. 1 is a schematic view showing a procedure of a method for simultaneously constructing a building on the ground and underground according to the present invention.

【図2】本発明に係る建造物の地上地下同時施工方法の
手順を示した概略図である。
FIG. 2 is a schematic view showing a procedure of the above-ground simultaneous underground construction method for a building according to the present invention.

【図3】本発明に係る建造物の地上地下同時施工方法の
手順を示した概略図である。
FIG. 3 is a schematic view showing a procedure of a method for simultaneously constructing a building on the ground and underground according to the present invention.

【図4】本発明に係る建造物の地上地下同時施工方法の
手順を示した概略図である。
FIG. 4 is a schematic view showing a procedure of a method for simultaneously constructing a building above ground and underground according to the present invention.

【図5】本発明に係る建造物の地上地下同時施工方法の
手順を示した概略図である。
FIG. 5 is a schematic view showing a procedure of a method for simultaneously constructing a building on the ground and underground according to the present invention.

【図6】本発明に係る建造物の地上地下同時施工方法に
よって工事が行なわれている状態を示す平面図である。
FIG. 6 is a plan view showing a state in which construction is being performed by the above-ground simultaneous construction method for a building according to the present invention.

【図7】本発明に係る建造物の地上地下同時施工方法に
よって工事が行なわれている状態を示す斜視図である。
FIG. 7 is a perspective view showing a state in which construction is being performed by the above-mentioned simultaneous underground construction method for a building according to the present invention.

【符号の説明】[Explanation of symbols]

10 基礎杭 12 支柱 14 フロアパネル 20 搬入路(地下用動線) 22 搬出路(地下用動線) 28 搬入路(地上用動線) 10 Foundation Pile 12 Strut 14 Floor Panel 20 Carry-in Route (Underground Traffic Line) 22 Carry-out Route (Underground Traffic Line) 28 Carry-in Route (Ground Traffic Line)

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中嶋 佳男 東京都中央区銀座8丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 佐藤 洋介 東京都中央区銀座8丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 村上 嘉一 東京都中央区銀座8丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 中島 哲也 東京都中央区銀座8丁目21番1号 株式会 社竹中工務店東京本店内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Yoshio Nakajima 8-21-1 Ginza, Chuo-ku, Tokyo Stock company Takenaka Corporation Tokyo Main Store (72) Inventor Yosuke Sato 8-21 Ginza, Chuo-ku, Tokyo No. 1 Stock Company Takenaka Corporation Tokyo Main Store (72) Inventor Kaichi Murakami 8-21-1, Ginza, Chuo-ku, Tokyo Stock Company Takenaka Corporation Tokyo Main Store (72) Inventor Tetsuya Nakajima Chuo-ku, Tokyo 8-21-1 Ginza Stock Company Takenaka Corporation Tokyo Main Store

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下構造物と地上構造物を有する建造物
の施工に適用され、地上面から基礎杭及びこの基礎杭に
支持される支柱を打ち込む第1の工程と、地上面にフロ
アパネルを敷き詰めながら前記支柱に固定する第2の工
程と、前記フロアパネルの下方の排土作業を行なうと共
に地下構造物を構築し、それと同時に前記フロアパネル
へクレーンを設置し地上構造物を構築していく第3の工
程と、を有することを特徴とする建造物の地上地下同時
施工方法。
1. A first step, which is applied to the construction of a structure having an underground structure and an above-ground structure, in which a foundation pile and a pillar supported by the foundation pile are driven from the ground surface, and a floor panel is provided on the ground surface. The second step of fixing the pillars to the pillars while laying them down, and the earth discharging work under the floor panel and constructing an underground structure, and at the same time, installing a crane on the floor panel to construct an aboveground structure. A method for simultaneously constructing a building above ground and underground, comprising: a third step.
【請求項2】 前記地下構造物へ接続される車両走行用
の地下用動線と、前記地上構造物へ接続され前記地下用
動線と立体交差する車両走行用の地上用動線と、を有す
ることを特徴とする請求項1に記載の建造物の地上地下
同時施工方法。
2. An underground flow line for vehicle traveling, which is connected to the underground structure, and a ground flow line for vehicle traveling, which is connected to the above-ground structure and crosses the underground flow line. The method for simultaneously constructing a building above ground and underground according to claim 1, which has.
【請求項3】 前記フロアパネルの下面へ天井クレーン
を配設して、地下構造物の資材の吊下げ用としたことを
特徴とする請求項1または請求項2に記載の建造物の地
上地下同時施工方法。
3. An underground crane for arranging an overhead crane on the lower surface of the floor panel for suspending materials of an underground structure, and above-ground underground of a building according to claim 1. Simultaneous construction method.
JP3317854A 1991-12-02 1991-12-02 Simultaneous construction above ground and underground Expired - Fee Related JP2928006B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3317854A JP2928006B2 (en) 1991-12-02 1991-12-02 Simultaneous construction above ground and underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3317854A JP2928006B2 (en) 1991-12-02 1991-12-02 Simultaneous construction above ground and underground

Publications (2)

Publication Number Publication Date
JPH05148854A true JPH05148854A (en) 1993-06-15
JP2928006B2 JP2928006B2 (en) 1999-07-28

Family

ID=18092803

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587407A (en) * 2012-03-23 2012-07-18 舜元建设(集团)有限公司 Construction method for tower crane foundation without bearing platform in deep foundation pit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587407A (en) * 2012-03-23 2012-07-18 舜元建设(集团)有限公司 Construction method for tower crane foundation without bearing platform in deep foundation pit

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