JPH04336124A - Bundle foundation - Google Patents
Bundle foundationInfo
- Publication number
- JPH04336124A JPH04336124A JP10617591A JP10617591A JPH04336124A JP H04336124 A JPH04336124 A JP H04336124A JP 10617591 A JP10617591 A JP 10617591A JP 10617591 A JP10617591 A JP 10617591A JP H04336124 A JPH04336124 A JP H04336124A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- frame
- anchor bolt
- bundle foundation
- foundation
- 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
- 239000011178 precast concrete Substances 0.000 claims abstract description 7
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 239000004567 concrete Substances 0.000 abstract description 26
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009415 formwork Methods 0.000 description 6
- 241001070941 Castanea Species 0.000 description 3
- 235000014036 Castanea Nutrition 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 239000011800 void material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
Description
【0001】0001
【産業上の利用分野】本発明は、大型の床の束を支持す
るのに用いる大型の束基礎の構造に関するものである。FIELD OF THE INVENTION This invention relates to the construction of large bundle foundations used to support large bundles of floors.
【0002】0002
【従来の技術】従来、この種の大型の束基礎を形成する
場合図2に示すように行っていた。栗石1の上に設けた
コンクリート面2の上に矩形状にコンクリート型枠3を
組み立て、コンクリート型枠3内でコンクリート面2上
にスペーサーブロック4を介して鉄筋7を配置し、コン
クリート型枠3上にアンカーボルト支持板5を架設して
取り付け、アンカーボルト6をアンカーボルト支持板5
に支持する。そしてこの状態でコンクリート型枠3にて
囲まれる部分にコンクリートを打設して束基礎を形成し
、コンクリートの硬化後コンクリート型枠3を取り外し
ている。2. Description of the Related Art Conventionally, this type of large bundle foundation was formed as shown in FIG. A rectangular concrete formwork 3 is assembled on the concrete surface 2 provided on the chestnut stone 1, reinforcing bars 7 are placed on the concrete surface 2 within the concrete formwork 3 via spacer blocks 4, and the concrete formwork 3 is assembled. Anchor bolt support plate 5 is constructed and installed on top of the anchor bolt support plate 5, and anchor bolt 6 is attached to anchor bolt support plate 5.
support. In this state, concrete is poured into the area surrounded by the concrete formwork 3 to form a bundle foundation, and after the concrete hardens, the concrete formwork 3 is removed.
【0003】0003
【発明が解決しようとする課題】ところが、かかる従来
例にあっては、現場でコンクリート型枠3等を組み立て
て施工しなければならなく、施工に多大な工数を要する
という問題があり、また精度や品質も一定しないという
問題がある。本発明は上記問題点に鑑みてなされたもの
であって、本発明の目的とするところは現場の施工の工
数を削減でき、しかも精度や品質を向上できる束基礎を
提供するにある。[Problems to be Solved by the Invention] However, in such a conventional example, there is a problem that the concrete formwork 3 etc. must be assembled and constructed on site, requiring a large number of man-hours for construction, and also has the problem of accuracy. There is a problem that the quality is not constant. The present invention has been made in view of the above problems, and an object of the present invention is to provide a bundled foundation that can reduce the number of on-site construction steps and improve accuracy and quality.
【0004】0004
【課題を解決するための手段】上記目的を達成するため
本発明束基礎Aは、全体がプレキャストコンクリート製
であって、外周の枠体10と、中央のアンカーボルト保
持部11と、枠体12とアンカーボルト保持部11との
間を連結する連結部12と、枠体10に囲まれる部分に
上下に貫通するように設けたコンクリート充填空所13
とを具備したことを特徴とする。[Means for Solving the Problems] In order to achieve the above object, the bundle foundation A of the present invention is entirely made of precast concrete, and includes a frame 10 on the outer periphery, an anchor bolt holding part 11 in the center, and a frame 12. and the anchor bolt holding part 11, and a concrete filling space 13 provided vertically penetrating the part surrounded by the frame 10.
It is characterized by having the following.
【0005】[0005]
【作用】上記構成によれば、栗石1上のコンクリート面
2の上にプレキャストコンクリート製の束基礎Aを載置
し、束基礎Aのコンクリート充填空所13にコンクリー
トを充填するだけで施工できる。これにより現場での施
工工数を削減でき、また精度や品質も向上できる。[Operation] According to the above structure, construction can be carried out by simply placing the bundle foundation A made of precast concrete on the concrete surface 2 on the chestnut stone 1 and filling the concrete filling space 13 of the bundle foundation A with concrete. This reduces on-site construction man-hours and improves accuracy and quality.
【0006】[0006]
【実施例】束基礎Aはプレキャストコンクリート製であ
って、図1に示すように形成されている。束基礎Aの外
周は矩形状の枠体10を設けてあり、枠体10の略中央
にアンカーボルト保持部11を設けてあり、枠体10と
アンカーボルト保持部11との間に連結部12を設けて
ある。枠体10内はアンカーボルト保持部11や連結部
12のある部分を除いて上下に貫通するコンクリート充
填空所13としてある。アンカーボルト保持部11には
アンカーボルト6を貫通させて装着してある。DESCRIPTION OF THE PREFERRED EMBODIMENTS The bundle foundation A is made of precast concrete and is formed as shown in FIG. A rectangular frame 10 is provided on the outer periphery of the bundle foundation A, an anchor bolt holding part 11 is provided approximately in the center of the frame 10, and a connecting part 12 is provided between the frame 10 and the anchor bolt holding part 11. is provided. The inside of the frame 10 is a concrete-filled space 13 that penetrates vertically except for the portion where the anchor bolt holding part 11 and the connecting part 12 are located. The anchor bolt 6 is attached to the anchor bolt holding portion 11 so as to pass through the anchor bolt 6.
【0007】このように構成せる束基礎Aは工場で製造
され、現場で次のように施工される。栗石1のコンクリ
ート面2の上に上記束基礎Aを載置し、束基礎Aのコン
クリート充填空所13内にコンクリートを充填し、コン
クリートを硬化させる。これにより現場でコンクリート
を充填するだけで精度や品質のよい束基礎Aが施工され
る。つまり、プレキャストコンクリート製の束基礎Aを
用いることにより、アンカーボルト6のピッチや天端の
水平性等の精度が向上し、また規格寸法に形成されると
共に外観の損傷が少なくされて品質を向上できる。[0007] The bundle foundation A constructed as described above is manufactured in a factory and constructed on site as follows. The bundle foundation A is placed on the concrete surface 2 of the chestnut stone 1, concrete is filled into the concrete filling space 13 of the bundle foundation A, and the concrete is hardened. As a result, the bundle foundation A with good accuracy and quality can be constructed by simply filling it with concrete on site. In other words, by using the bundle foundation A made of precast concrete, the accuracy of the pitch of the anchor bolts 6 and the horizontality of the top of the anchor bolts 6 is improved, and the quality is improved by being formed to standard dimensions and reducing damage to the appearance. can.
【0008】[0008]
【発明の効果】本発明束基礎は叙述のようにプレキャス
トコンクリートにて形成されているので、現場で所定の
場所にセットしてコンクリート充填空所にコンクリート
を充填するだけで施工できるものであって、現場での作
業を簡略化して施工工数を削減できるものであり、また
工場で予め製造されるので精度や品質が向上するもので
あり、さらに工場で製造された状態ではコンクリート充
填空所は空間であって、大型のものでも軽量で取り扱い
しやすいものである。[Effects of the Invention] As described above, the bundle foundation of the present invention is made of precast concrete, so it can be constructed by simply setting it at a predetermined location on site and filling the concrete filling void with concrete. This method simplifies on-site work and reduces the number of construction man-hours, and since it is pre-manufactured in a factory, accuracy and quality are improved.Furthermore, when manufactured in a factory, concrete-filling voids are free of space. Even if it is large, it is lightweight and easy to handle.
【図1】本発明の一実施例を示し、(a)は平面図、(
b)は正面図、(c)は側面図である。FIG. 1 shows an embodiment of the present invention, (a) is a plan view, (a) is a plan view;
b) is a front view, and (c) is a side view.
【図2】従来例の一部分解斜視図である。FIG. 2 is a partially exploded perspective view of a conventional example.
A 束基礎 10 枠体 11 アンカーボルト保持部 12 連結部 13 コンクリート充填空所 A Bundle foundation 10 Frame body 11 Anchor bolt holding part 12 Connecting part 13 Concrete filling void space
Claims (1)
あって、外周の枠体と、中央のアンカーボルト保持部と
、枠体とアンカーボルト保持部との間を連結する連結部
と、枠体に囲まれる部分に上下に貫通するように設けた
コンクリート充填空所とを具備したことを特徴とする束
基礎。Claim 1: The whole is made of precast concrete, and is surrounded by a frame on the outer periphery, an anchor bolt holding part in the center, a connecting part that connects the frame and the anchor bolt holding part, and the frame. A bundle foundation characterized by having a concrete-filling cavity provided vertically penetrating the section.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3106175A JP2582953B2 (en) | 1991-05-13 | 1991-05-13 | Bundle foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3106175A JP2582953B2 (en) | 1991-05-13 | 1991-05-13 | Bundle foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04336124A true JPH04336124A (en) | 1992-11-24 |
JP2582953B2 JP2582953B2 (en) | 1997-02-19 |
Family
ID=14426914
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3106175A Expired - Fee Related JP2582953B2 (en) | 1991-05-13 | 1991-05-13 | Bundle foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2582953B2 (en) |
-
1991
- 1991-05-13 JP JP3106175A patent/JP2582953B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2582953B2 (en) | 1997-02-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19961008 |
|
LAPS | Cancellation because of no payment of annual fees |