JPH0447030A - Basement made of precast concrete - Google Patents

Basement made of precast concrete

Info

Publication number
JPH0447030A
JPH0447030A JP2156355A JP15635590A JPH0447030A JP H0447030 A JPH0447030 A JP H0447030A JP 2156355 A JP2156355 A JP 2156355A JP 15635590 A JP15635590 A JP 15635590A JP H0447030 A JPH0447030 A JP H0447030A
Authority
JP
Japan
Prior art keywords
basement
concrete
beams
precast concrete
ground
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.)
Pending
Application number
JP2156355A
Other languages
Japanese (ja)
Inventor
Saburo Noda
三郎 野田
Takashi Kawato
隆 河戸
Kenji Hiraga
平賀 健治
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2156355A priority Critical patent/JPH0447030A/en
Publication of JPH0447030A publication Critical patent/JPH0447030A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE:To reduce cost by integrally connecting a basement wall made of precast concrete plates and a concrete base of an above-ground building to each other with connecting members made of steel. CONSTITUTION:The lower beams 1 are established on the ground, wall panels 2, 3 made of precast concrete are established on the beams 1, and respective wall panels 2, 3 and the beams 1 are connected together. Next, the upper beams 4 are established on the top ends of respective wall panels 2, 3, to construct a basement wall body 5, which is sunken to a specified depth while discharging soil inside the wall body 5, and base plate concrete 6 is placed at the bottom part. Next, connecting rods 11 are screwed into tubular nuts 10, 10 previously buried in the top end outer side face of the wall panels 2, 3, arrangement of reinforcement is performed outside thereof, and a concrete base 7 is constituted. It is thereby possible to reduce cost with no need of making a strong construction by integrating the basement wall body 5 and the concrete base 7.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、プレキャストコンクリート板からなる地下
室であって、特にその地下室の上部に建築される地上建
物の基礎との関連構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a basement made of precast concrete plates, and in particular to the structure associated with the foundation of an above-ground building built on top of the basement.

従来の技術 プレキャストコンクリート板からなる地下室壁を地中へ
埋設する地下室工法は、従来から公知である。この場合
、その地下室の上部に建物が建築される場合には、更に
その地下室周辺にコンクリート基礎を構築して、このコ
ンクリート基礎上に地上建物を建築している。
BACKGROUND OF THE INVENTION Basement construction methods in which basement walls made of precast concrete plates are buried underground have been known for some time. In this case, when a building is constructed above the basement, a concrete foundation is further constructed around the basement, and the above-ground building is constructed on this concrete foundation.

発明が解決しようとする課題 上記従来の地下室及び地上建物の構造において、地下室
壁は、その底部が、通常現場打ちの礎版コンクリートに
よって支持されており、強度の高い地中構築物となる。
Problems to be Solved by the Invention In the above-mentioned conventional basement and above-ground building structures, the bottom of the basement wall is usually supported by a foundation concrete slab cast on site, resulting in a highly strong underground structure.

そして、この地下室上に地上建物が建築される場合には
、更に、上記のように別のコンクリート基礎を構築して
施工するのであるが、これらのコンクリート基礎と地下
室壁とは相互に関連なく構築されており、したがって、
地上建物の基礎はそれ自体強度の高い構造を持たせなけ
ればならず、それだけコストも高くなる欠点があった。
When an above-ground building is constructed on top of this basement, another concrete foundation is constructed and constructed as described above, but these concrete foundations and basement walls are constructed without any relationship to each other. and therefore,
The foundation of an above-ground building must itself have a strong structure, which has the disadvantage of increasing costs accordingly.

この発明は、このような従来の欠点を解消することを目
的とするものである。
The present invention aims to eliminate such conventional drawbacks.

課題を解決するための手段 上記の課題を解決するため、この発明では、プレキャス
トコンクリート板からなる地下室壁と地上建物のコンク
リート基礎とを鋼製連結材で互いに一体連結したことを
特徴とする。
Means for Solving the Problems In order to solve the above problems, the present invention is characterized in that the basement wall made of precast concrete plates and the concrete foundation of the above-ground building are integrally connected to each other by a steel connecting member.

作   用 上記この発明の構成によれば、地上建物のコンクリート
基礎が、連結部材を介して地下室壁へ体連結されている
ので、強度が高く、このコンクリート基礎を、従来のよ
うにそれ自体で地上建物を支持できるような強度の高い
ものに構築する必要がない。
According to the configuration of the present invention described above, the concrete foundation of the above-ground building is connected to the basement wall via the connecting member, so the strength is high, and this concrete foundation can be attached to the ground by itself as in the past. There is no need to build something strong enough to support the building.

実施例 第2図以下は、この種地下室の施工方法を、その施工順
に従って示したもので、まず、第2図のように地盤上に
下部梁(1)を設置し、次にこの下部梁(1)上に、第
3図のように、プレキャストコンクリート製の壁パネル
(2>(3)を設置して、それら壁パネル(2>(3)
を相互に連結し、かつ、各壁パネル(2)(3)と下部
梁(1)とを連結する。更に、各壁パネル(2)(3)
の上端に下部梁(4)を設置して、それらを互いに連結
し、地下室壁体(5)を構築する(第11図)。次いで
、第4図のように、地下室壁体(5)下方及び内部の土
を排出しながら沈下させるか、或いは、地下室壁体(5
)を圧入させながら内部の土を排出して、所定の深さま
で沈下させ、しかる後、第4図で示すように、底部に礎
版コンクリ−) (6)を打設するものである。
Example Figure 2 and the following diagrams show the construction method for this type of basement according to the construction order. First, as shown in Figure 2, the lower beam (1) is installed on the ground, and then this lower beam is installed. As shown in Figure 3, install precast concrete wall panels (2>(3) on top of (1), and
are connected to each other, and each wall panel (2) (3) and the lower beam (1) are connected to each other. Furthermore, each wall panel (2) (3)
A lower beam (4) is installed at the upper end of the basement and the lower beam (4) is connected to each other to construct the basement wall (5) (Fig. 11). Next, as shown in FIG.
) is forced in, the soil inside is discharged, and the soil is allowed to sink to a predetermined depth, after which a concrete foundation slab (6) is poured at the bottom, as shown in Figure 4.

次に、同じく第6図のように、上記地下室壁体(5)の
施工後に、その周囲の地盤上にコンクリート基礎(7)
を構築して、このコンクリート基礎(7)上に地上建築
物が建築される。
Next, as shown in Figure 6, after the basement wall (5) is constructed, a concrete foundation (7) is placed on the surrounding ground.
is constructed, and an above-ground building is constructed on this concrete foundation (7).

第1図が、地下室壁(5)とコンクリート基礎(7)と
の連結構造を示しており、コンクリート基礎(7)は、
布B(8)とフーチング部(9)とからなる布基礎であ
る。地下室壁を構成する壁パネル(2)(3)の上端外
側面には、その外側面に露出するようにして予め埋設し
た筒状ナツト(10)  (10)が設けられており、
この筒状ナツト(10)へ、雄螺子を備えた鋼製の連結
棒(11)をねじ込んで外方へ突出させた状態で予め取
付でおく。しかる後、この外側に必要な配筋を行ってコ
ンクリート基礎(7)を構築し、連結棒(11)をその
基礎内(7)に一体に埋設するものである。
Figure 1 shows the connection structure between the basement wall (5) and the concrete foundation (7), and the concrete foundation (7) is
This is a cloth foundation consisting of cloth B (8) and a footing part (9). Cylindrical nuts (10) (10) are provided on the outer surfaces of the upper ends of the wall panels (2) and (3) constituting the basement walls, and are buried in advance so as to be exposed on the outer surfaces.
A steel connecting rod (11) equipped with a male screw is screwed into this cylindrical nut (10) and attached in advance in a state in which it protrudes outward. Thereafter, necessary reinforcement is placed on the outside to construct a concrete foundation (7), and the connecting rod (11) is buried integrally within the foundation (7).

その際、連結棒(11)とコンクリート基礎(7)内の
配筋とを一体に緊結するか、或いは、溶接しておくこと
が望ましい。
At that time, it is desirable that the connecting rod (11) and the reinforcement in the concrete foundation (7) be tied together or welded together.

なお、第1図において、壁パネル(2>(3)の上端に
配置して各壁パネルを連結する下部梁(4)はH型鋼か
らなり、そのフランジ(12)が壁パネル(2)(3)
の内外両側において、互いに平行となるようにして設置
され、この下部梁(4)の上部に、支持プレー) (1
3)を介して、その7ランジ(14)  (14)が上
下平行となるようにして配置した土台(15)が設置さ
れている。この土台(15)は、例えば、地上建物の床
梁等を支持するために用いられる。
In addition, in Fig. 1, the lower beam (4) arranged at the upper end of the wall panel (2>(3) and connecting each wall panel is made of H-shaped steel, and its flange (12) is connected to the wall panel (2) ( 3)
The support plate (1) is installed parallel to each other on both the inside and outside of the
3), a base (15) is installed in which the seven lunges (14) (14) are arranged vertically in parallel. This foundation (15) is used, for example, to support floor beams of above-ground buildings.

発明の効果 以上のように、この発明によれば、プレキャストコンク
リート板からなる地下室壁体と地上建物のコンクリート
基礎とが、連結材を介して互いに一体に連結されている
ので、地上建物のコンクリート基礎が地中深く埋設され
た地下室壁によって支持されることとなって、このコン
クリート基礎の支持力が増大し、例えば、特に軟弱地盤
等において有効となり、逆に通常の地盤の場合には、コ
ンクIJ −ト基礎をそれ自体地上建物を支持できるよ
うな強固な構造とする必要がなく、それだけ施工工数を
低減でき、或いは、地下室壁がこの布基礎によって補強
されるといった効果が得られる。
Effects of the Invention As described above, according to the present invention, the basement wall made of precast concrete plates and the concrete foundation of the above-ground building are integrally connected to each other via the connecting member, so that the concrete foundation of the above-ground building is supported by the basement walls buried deep underground, increasing the bearing capacity of this concrete foundation, making it particularly effective in soft ground, for example; conversely, in the case of normal ground, concrete IJ - There is no need for the foundation itself to have a strong structure capable of supporting an above-ground building, and the number of construction steps can be reduced accordingly, or the basement walls can be reinforced by this fabric foundation.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、この発明の実施例を示す地下室壁上端と布基
礎との連結構造を示す要部の縦断面図、第2図〜第4図
は、プレキャストコンクリート製地下室の施工方法を示
す斜視図、第5図及び第6図は、同じく縦断面図である
。 (2)(3)・・・外壁パネル、(5)・・・地下室壁
、(7)・・・コンクリート基礎、(11)・・・連結
棒。 特許出願人  積水ハウス株式会社 代理人弁理士  樽 本 久 幸 第1図 第5図 第6図 第3図 第2図 第4図
Fig. 1 is a longitudinal sectional view of the main part showing the connection structure between the upper end of the basement wall and the cloth foundation, showing an embodiment of the present invention, and Figs. 2 to 4 are perspective views showing the construction method of a precast concrete basement. , FIG. 5, and FIG. 6 are also longitudinal cross-sectional views. (2) (3) External wall panel, (5) Basement wall, (7) Concrete foundation, (11) Connecting rod. Patent applicant: Sekisui House Co., Ltd. Representative Patent Attorney Hisayuki Tarumoto Figure 1 Figure 5 Figure 6 Figure 3 Figure 2 Figure 4

Claims (1)

【特許請求の範囲】[Claims] プレキャストコンクリート板からなる地下室壁と地上建
物のコンクリート基礎とを鋼製連結材で互いに一体連結
したことを特徴とするプレキャストコンクリート製地下
室。
A precast concrete basement characterized by a basement wall made of precast concrete plates and a concrete foundation of an above-ground building integrally connected to each other by a steel connecting member.
JP2156355A 1990-06-13 1990-06-13 Basement made of precast concrete Pending JPH0447030A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2156355A JPH0447030A (en) 1990-06-13 1990-06-13 Basement made of precast concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2156355A JPH0447030A (en) 1990-06-13 1990-06-13 Basement made of precast concrete

Publications (1)

Publication Number Publication Date
JPH0447030A true JPH0447030A (en) 1992-02-17

Family

ID=15625944

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2156355A Pending JPH0447030A (en) 1990-06-13 1990-06-13 Basement made of precast concrete

Country Status (1)

Country Link
JP (1) JPH0447030A (en)

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