JPH0544225A - Construction of basement - Google Patents

Construction of basement

Info

Publication number
JPH0544225A
JPH0544225A JP3203130A JP20313091A JPH0544225A JP H0544225 A JPH0544225 A JP H0544225A JP 3203130 A JP3203130 A JP 3203130A JP 20313091 A JP20313091 A JP 20313091A JP H0544225 A JPH0544225 A JP H0544225A
Authority
JP
Japan
Prior art keywords
unit
basement
reinforcing bars
concrete
units
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.)
Withdrawn
Application number
JP3203130A
Other languages
Japanese (ja)
Inventor
Shigeharu Fukushima
重治 福島
Shikou In
支孝 尹
Yoshio Tsumura
芳男 津村
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP3203130A priority Critical patent/JPH0544225A/en
Publication of JPH0544225A publication Critical patent/JPH0544225A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To remarkably increase the workability of construction of a basement. CONSTITUTION:A clearance 4 for placing concrete in which reinforced steel rods 3 are arranged within the floor 1 and the wall 2 is provided and further an end unit 5 having an opening at the one side of the wall 2 and an intermittent unit 6 having an opening at the opposite wall 2 are provided. And reinforced rods 3 of the respective units 5, 6 are extended to the opening side. And hooks 12 are formed at the protruding ends. Reinforcing rods are jointed with each other via the hooks 12 of the reinforcing rods 3 of respective units 5, 6 to contact the opening sides of the respective units 5, 6 to assemble a basement unit 7. Concrete is placed in respective clearances 4 to construct the basement.

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、地下室の構築方法に関
し、詳しくは地下室の構築における施工性を大幅に高め
ようとする技術に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a basement, and more particularly to a technique for significantly improving the workability in constructing a basement.

【0002】[0002]

【従来の技術】従来、地下室を構築するのに、構築現場
において掘削にて穴を掘り、このような構築箇所におい
てコンクリート型枠を組み、配筋をおこない、その後、
コンクリートを打設し、コンクリートを養生乾燥させた
後、コンクリート型枠を外し、しかして地下室を構築す
るものである。
2. Description of the Related Art Conventionally, to construct a basement, a hole is dug at a construction site by excavation, a concrete formwork is assembled at such a construction site, and reinforcement is carried out.
After pouring concrete and curing and drying the concrete, the concrete formwork is removed to construct a basement.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
構築方法のものにおいては、コンクリート型枠を組み、
配筋をおこない、コンクリートの養生乾燥後にコンクリ
ート型枠を外すのであり、かかる作業が面倒となり、か
つ養生乾燥後に内装をおこなうのであり、施工日数がか
かり、それでいて、コンクリート型枠に狂いが生じる場
合には、精度の高い仕上がりを得ることができず、この
ように施工性が低く、工期が長く、かつ仕上がり精度を
高め難いという問題があった。このような問題を解消す
るのに、地下室ユニットを工場において形成して現場に
運び、地下室ユニットにコンクリートを打設する工法も
考えられ、本発明者達は特願平3ー152772号とし
て提案している。ところがこのように地下室ユニットの
全体を工場で構成する場合には、地下室ユニットの形態
が決定され、地下室の構成の自由度が抑えられ、しかも
一体化し、大型化した地下室ユニットを取り扱うのに、
大型クレーンなどを要し、運搬及び取扱いの面で問題を
残すものとなっていた。
However, in such a construction method, a concrete form is assembled,
Since the concrete formwork is removed after the curing and drying of the concrete by arranging the concrete, the work is troublesome and the interior is done after the curing and drying. However, there is a problem in that it is not possible to obtain a highly accurate finish, the workability is low, the construction period is long, and it is difficult to improve the finish accuracy. In order to solve such a problem, a construction method of forming a basement unit in a factory, transporting it to the site, and placing concrete in the basement unit is also considered, and the present inventors propose as Japanese Patent Application No. Hei 3-152772. ing. However, when constructing the whole basement unit in a factory like this, the form of the basement unit is determined, the degree of freedom of the basement configuration is suppressed, and it is integrated to handle a large basement unit.
It required a large crane and left problems in terms of transportation and handling.

【0004】本発明はこのような問題に鑑みてなされた
ものであり、その目的とするところは、施工性を大幅に
高めるとともに、強度も充分で、かつ運搬及び取扱いの
面でも有利な地下室の構築方法を提供しようとするにあ
る。
The present invention has been made in view of the above problems, and an object of the present invention is to improve the workability significantly and to provide a basement which has sufficient strength and is advantageous in terms of transportation and handling. There is to try to provide a build method.

【0005】[0005]

【課題を解決するための手段】本発明は、少なくとも床
部1及び壁面部2内に鉄筋3を配したコンクリート流し
込み用の空隙部4が構成されて一側方の壁面部2が開口
した端部ユニット5と、対向する壁面部2が開口する中
間ユニット6とが構成され、各ユニット5,6の鉄筋3
をその開口側に突出し、突出端部にフック12が形成さ
れ、各ユニット5,6の鉄筋3のフック12を介して鉄
筋3同士を連結して各ユニット5,6をその開口側を当
接させて地下室ユニット7を組み立て、各々の空隙部4
にコンクリートを打設して地下室を構築することを特徴
とするものである。
According to the present invention, at least an end where a wall portion 2 on one side is opened by forming a cavity 4 for pouring concrete in which a reinforcing bar 3 is arranged in at least a floor portion 1 and a wall portion 2. Part unit 5 and an intermediate unit 6 in which the facing wall surface part 2 is open, and the reinforcing bars 3 of each unit 5, 6 are formed.
To the opening side, and a hook 12 is formed at the projecting end, and the reinforcing bars 3 are connected to each other via the hooks 12 of the reinforcing bars 3 of the units 5 and 6 so that the units 5 and 6 contact the opening side. Then, the basement unit 7 is assembled, and each void 4
It is characterized by constructing a basement by pouring concrete into it.

【0006】[0006]

【作用】このように、少なくとも床部1及び壁面部2内
に鉄筋3を配したコンクリート流し込み用の空隙部4が
構成されて一側方の壁面部2が開口した端部ユニット5
と、対向する壁面部2が開口する中間ユニット6とが構
成され、各ユニット5,6の鉄筋3をその開口側に突出
し、突出端部にフック12が形成され、各ユニット5,
6の鉄筋3のフック12を介して鉄筋3同士を連結して
各ユニット5,6をその開口側を当接させて地下室ユニ
ット7を組み立て、各々の空隙部4にコンクリートを打
設して地下室を構築することによって、両側に端部ユニ
ット5を配し、中間部に中間ユニット6を配設し、鉄筋
3の突出端部のフック12を接続連結することで、地下
室ユニット7を組み立て、各々のユニット5,6の空隙
部4にコンクリートを打設することで、地下室の構築を
おこなえ、施工性を大幅に高めるとともに、工期も短
く、特に、端部ユニット5と中間ユニット6とを分割す
ることで、その搬送及び取扱いを容易におこなえ、しか
も中間ユニット6の個数の増減などにて地下室の構成の
自由度を増し、特に鉄筋3の突出端部のフック12を介
して鉄筋3同士を接続連結することで、コンクリートを
打設する場合に、ユニット5,6間の接続強度を高める
ようにしたものである。
As described above, the end unit 5 in which at least the floor portion 1 and the wall surface portion 2 are formed with the voids 4 for pouring concrete in which the reinforcing bars 3 are arranged and the wall portion 2 on one side is opened
And an intermediate unit 6 in which the facing wall surface portion 2 is opened, the reinforcing bar 3 of each unit 5, 6 is projected toward the opening side, and a hook 12 is formed at the projecting end portion.
The reinforcing bars 3 are connected to each other via the hooks 12 of the reinforcing bars 3 of 6, and the units 5 and 6 are brought into contact with their opening sides to assemble the basement unit 7, and concrete is placed in each of the voids 4 to form the basement. By arranging the end units 5 on both sides, arranging the intermediate unit 6 in the middle, and connecting and connecting the hooks 12 at the protruding ends of the reinforcing bars 3, the basement unit 7 is assembled, By pouring concrete into the voids 4 of the units 5 and 6, the basement can be constructed, the workability is greatly improved, and the construction period is short, and in particular, the end unit 5 and the intermediate unit 6 are divided. By doing so, the transportation and handling can be performed easily, and the flexibility of the configuration of the basement is increased by increasing or decreasing the number of the intermediate units 6, and in particular, the reinforcing bars 3 are connected to each other via the hooks 12 at the projecting ends of the reinforcing bars 3. By connecting, when concrete is cast, in which so as to increase the strength of connection between the units 5,6.

【0007】[0007]

【実施例】以下本発明の実施例を図面に基づいて詳述す
る。FRP製又は木製の外部筐体8とFRP製又は木製
の内部筐体9間で、その床部1及び壁面部2においてコ
ンクリート流し込み用の空隙部4を構成するとともに空
隙部4に鉄筋3が施されている。外部筐体8の内面には
防水層が形成されている。内部筐体9の内面には補強リ
ブ10が付設されて内部筐体9の強度を高めている。こ
れら補強リブ10にわたって内装材11が施工され、内
装材11の外面には防湿層が形成されている。内装材1
1と内部筐体9との隙間には断熱材が充填されている
が、この隙間を配線空間や給水、ガス配管スペースに利
用するようにしてもよい。そして、以上のように床部1
及び壁面部2内に鉄筋3を配したコンクリート流し込み
用の空隙部4が構成されて、その一側方の壁面部2が開
口した端部ユニット5と、対向する壁面部2が開口する
中間ユニット6とを構成してある。更に、各ユニット
5,6の鉄筋3をその開口側に突出してある。その突出
端部にフック12が形成されている。
Embodiments of the present invention will be described in detail below with reference to the drawings. Between the FRP or wooden outer casing 8 and the FRP or wooden inner casing 9, the floor portion 1 and the wall surface portion 2 form a void portion 4 for concrete pouring, and the void portion 4 is provided with a reinforcing bar 3. Has been done. A waterproof layer is formed on the inner surface of the outer casing 8. Reinforcing ribs 10 are attached to the inner surface of the inner casing 9 to increase the strength of the inner casing 9. An interior material 11 is applied over these reinforcing ribs 10, and a moisture-proof layer is formed on the outer surface of the interior material 11. Interior material 1
The gap between 1 and the inner casing 9 is filled with a heat insulating material, but this gap may be used for the wiring space, water supply, and gas piping space. And, as mentioned above, the floor part 1
And an end unit 5 in which a void 4 for pouring concrete in which the reinforcing bars 3 are arranged is formed in the wall surface portion 2 and the wall surface portion 2 on one side thereof is open, and an intermediate unit in which the opposing wall surface portion 2 is open And 6 are configured. Further, the reinforcing bars 3 of the units 5 and 6 are projected to the opening side. A hook 12 is formed on the protruding end portion.

【0008】しかして工場で製作された端部ユニット5
と中間ユニット6とをトラックなどにて現場に搬送し、
図1(a)に示すように、その開口側を当接させて地下
室ユニット7を組み立てるのである。かかる場合、図2
(b)に示すように、鉄筋3のフック12を受け筋13
に掛けて鉄筋3同士を接続連結して噛合するものであ
る。フック12を介して鉄筋3同士を連結する形態はど
のようなものでもよく、種々設計変更可能である。
The end unit 5 manufactured at the factory
And the intermediate unit 6 are transported to the site by truck,
As shown in FIG. 1A, the basement unit 7 is assembled by bringing the opening side into contact with each other. In such a case, FIG.
As shown in (b), the hook 12 of the reinforcing bar 3 receives the receiving bar 13
The reinforcing bars 3 are connected to each other to be meshed with each other. Any form may be used to connect the reinforcing bars 3 to each other via the hooks 12, and various design changes are possible.

【0009】このように、床部1及び壁面部2内に鉄筋
3を配したコンクリート流し込み用の空隙部4が構成さ
れて一側方の壁面部2が開口した端部ユニット5と、対
向する壁面部2が開口する中間ユニット6とが構成さ
れ、各ユニット5,6の鉄筋3をその開口側に突出し、
突出端部にフック12が形成され、各ユニット5,6の
鉄筋3のフック12を介して鉄筋3同士を連結して各ユ
ニット5,6をその開口側を当接させて地下室ユニット
7を組み立て、各々の空隙部4にコンクリートを打設し
て地下室を構築することで、両側に端部ユニット5を配
し、中間部に中間ユニット6を配設し、鉄筋3の突出端
部のフック12を介して鉄筋3同士を接続連結すること
で、地下室ユニット7を組み立て、各々のユニット5,
6の空隙部4にコンクリートを打設することで、地下室
の構築をおこなうものである。このように、端部ユニッ
ト5と中間ユニット6とに分割することで、その搬送及
び取扱いを容易におこなえ、しかも中間ユニット6の個
数の増減などにて地下室の構成の自由度を増すものであ
る。そして鉄筋3の突出端部のフック12を介して鉄筋
3同士を接続連結することで、ユニット5,6間の接続
強度を高めるものである。
In this manner, the floor unit 1 and the wall unit 2 are opposed to the end unit 5 in which the reinforcing member 3 is arranged in the space 4 for pouring concrete and the wall unit 2 on one side is opened. An intermediate unit 6 having a wall surface 2 opened is configured, and the reinforcing bars 3 of the units 5 and 6 are projected toward the opening side,
A hook 12 is formed at the projecting end, and the reinforcing bars 3 are connected to each other via the hooks 12 of the reinforcing bars 3 of the units 5 and 6, and the units 5 and 6 are brought into contact with their opening sides to assemble the basement unit 7. By placing concrete in each void 4 to construct a basement, the end units 5 are arranged on both sides, the intermediate unit 6 is arranged in the middle, and the hooks 12 at the protruding end of the reinforcing bar 3 are arranged. Assembling the basement unit 7 by connecting and connecting the reinforcing bars 3 to each other through each unit 5,
The basement is constructed by pouring concrete into the voids 4 of 6. By thus dividing the end unit 5 and the intermediate unit 6, the transportation and handling thereof can be easily performed, and the degree of freedom of the configuration of the basement is increased by increasing or decreasing the number of the intermediate units 6. .. Then, the reinforcing bars 3 are connected and connected to each other via the hooks 12 at the protruding ends of the reinforcing bars 3, thereby increasing the connection strength between the units 5 and 6.

【0010】尚、内装材11の施工は工場においておこ
なってもよいが、後施工にておこなうようにしてもよ
い。また、端部ユニット5及び中間ユニット6に天井部
を開放しておいてもよいが、天井板を付設しておいても
よい。
The interior material 11 may be constructed in a factory, but may be constructed later. Further, although the ceiling part may be opened to the end unit 5 and the intermediate unit 6, a ceiling plate may be additionally provided.

【0011】[0011]

【発明の効果】本発明は上述のように、少なくとも床部
及び壁面部内に鉄筋を配したコンクリート流し込み用の
空隙部が構成されて一側方の壁面部が開口した端部ユニ
ットと、対向する壁面部が開口する中間ユニットとが構
成され、各ユニットの鉄筋をその開口側に突出し、突出
端部にフックが形成され、各ユニットの鉄筋のフックを
介して鉄筋同士を連結して各ユニットをその開口側を当
接させて地下室ユニットを組み立て、各々の空隙部にコ
ンクリートを打設して地下室を構築するから、両側に端
部ユニットを配し、中間部に中間ユニットを配設し、鉄
筋の突出端部のフックを介して鉄筋同士を接続連結する
ことで、地下室ユニットを組み立て、各々のユニットの
空隙部にコンクリートを打設することで、地下室の構築
をおこなえ、施工性を大幅に高めるとともに、工期も短
く、特に、端部ユニットと中間ユニットとに分割するこ
とで、その搬送及び取扱いを容易におこなえ、しかも中
間ユニットの個数の増減などにて地下室の構成の自由度
を増し、特に鉄筋の突出端部のフックを介して鉄筋同士
を接続連結することで、ユニット間の接続強度を高める
ことができるという利点がある。
INDUSTRIAL APPLICABILITY As described above, the present invention opposes the end unit in which at least the floor portion and the wall surface portion are provided with the reinforcing bar and are provided with a void for concrete pouring, and the wall surface portion on one side is open. An intermediate unit with a wall surface opening is configured, the reinforcing bars of each unit are projected toward the opening side, and a hook is formed at the protruding end, and the reinforcing bars of each unit are connected to each other to connect each unit. The basement units are assembled by abutting the opening sides, concrete is placed in each void to build the basement, so end units are arranged on both sides, intermediate units are arranged in the middle part, and rebar The basement units are assembled by connecting and connecting the reinforcing bars via the hooks at the protruding end of the basement, and concrete is placed in the voids of each unit to build the basement, and construction In addition, the construction period is shortened and the construction period is short. In particular, by dividing the end unit and the intermediate unit, they can be easily transported and handled, and the flexibility of the basement configuration can be increased by increasing or decreasing the number of intermediate units. There is an advantage that the connection strength between the units can be increased by connecting and connecting the reinforcing bars to each other via the hooks at the protruding end portions of the reinforcing bars.

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

【図1】本発明の一実施例の地下室ユニットの施工を示
す斜視図である。
FIG. 1 is a perspective view showing construction of a basement unit according to an embodiment of the present invention.

【図2】(a)は同上の鉄筋の一部省略した斜視図、
(b)は同上の鉄筋の接続状態の側断面図である。
FIG. 2 (a) is a perspective view in which a part of the same reinforcing bar is omitted,
(B) is a side sectional view of the above-mentioned reinforcing bar in a connected state.

【符号の説明】[Explanation of symbols]

1 床部 2 壁面部 3 鉄筋 4 空隙部 5 端部ユニット 6 中間ユニット 7 地下室ユニット 12 フック 1 Floor part 2 Wall surface part 3 Reinforcing bar 4 Void part 5 End unit 6 Intermediate unit 7 Basement unit 12 Hook

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも床部及び壁面部内に鉄筋を配
したコンクリート流し込み用の空隙部が構成されて一側
方の壁面部が開口した端部ユニットと、対向する壁面部
が開口する中間ユニットとが構成され、各ユニットの鉄
筋をその開口側に突出し、突出端部にフックが形成さ
れ、各ユニットの鉄筋のフックを介して鉄筋同士を連結
して各ユニットをその開口側を当接させて地下室ユニッ
トを組み立て、各々の空隙部にコンクリートを打設して
地下室を構築することを特徴とする地下室の構築方法。
1. An end unit in which at least a floor portion and a wall portion are provided with voids for concrete pouring in which reinforcing bars are arranged to open a wall portion on one side, and an intermediate unit in which an opposite wall portion is opened. , The reinforcing bar of each unit is projected to the opening side, and the hook is formed at the protruding end, the reinforcing bars of the units are connected to each other by connecting the reinforcing bars to each other, and the opening side of each unit is abutted. A method for constructing a basement, comprising assembling a basement unit and placing concrete in each void to construct the basement.
JP3203130A 1991-08-14 1991-08-14 Construction of basement Withdrawn JPH0544225A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3203130A JPH0544225A (en) 1991-08-14 1991-08-14 Construction of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3203130A JPH0544225A (en) 1991-08-14 1991-08-14 Construction of basement

Publications (1)

Publication Number Publication Date
JPH0544225A true JPH0544225A (en) 1993-02-23

Family

ID=16468911

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3203130A Withdrawn JPH0544225A (en) 1991-08-14 1991-08-14 Construction of basement

Country Status (1)

Country Link
JP (1) JPH0544225A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6412231B1 (en) * 2000-11-17 2002-07-02 Amir Palatin Blast shelter
AU2008261330B2 (en) * 2007-06-09 2012-09-06 Grundfos Management A/S Filter device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6412231B1 (en) * 2000-11-17 2002-07-02 Amir Palatin Blast shelter
AU2008261330B2 (en) * 2007-06-09 2012-09-06 Grundfos Management A/S Filter device

Similar Documents

Publication Publication Date Title
JP3010344B2 (en) Precast concrete panel
JPH0544225A (en) Construction of basement
JP2000186332A (en) Large-section tunnel and method for constructing the same
JP3973577B2 (en) Bridge, bridge structure and bridge construction method
JPH0544226A (en) Construction of basement
JPH0544224A (en) Construction of basement
JPH0544223A (en) Construction of underground building
US20060185283A1 (en) Interlocking construction panel showing fabrication thereof and the building system
JP2806153B2 (en) Half PC beam formwork
KR200333104Y1 (en) A fold-up wall of using a structure
KR200152280Y1 (en) Wall structure for the building
KR0131314Y1 (en) Wall panel for a concrete unit bath room
JP2000186331A (en) Large-section tunnel and method for constructing the same
JPH051420A (en) Construction method for basement
JPS5938553Y2 (en) Reinforcement structure of existing culvert
JPH10317564A (en) Stepped pc plate, stepped composite floor using stepped pc plate, and building method
KR930007999Y1 (en) Assembling panels
JPS61290137A (en) Construction of columnar pillar
JPS5817053Y2 (en) Frame frame for wall with opening
JPH0333348A (en) Building skeleton construction column, beam member and manufacture thereof, and building skeleton construction technique
JP2002004412A (en) Form made of semi-precast concrete
JPH0350846B2 (en)
JPS61109851A (en) Concrete structural member such as beam
JPH051421A (en) Construction method for basement
JPH02200944A (en) Hollow pca column

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 19981112