JPH01141844U - - Google Patents
Info
- Publication number
- JPH01141844U JPH01141844U JP3888488U JP3888488U JPH01141844U JP H01141844 U JPH01141844 U JP H01141844U JP 3888488 U JP3888488 U JP 3888488U JP 3888488 U JP3888488 U JP 3888488U JP H01141844 U JPH01141844 U JP H01141844U
- Authority
- JP
- Japan
- Prior art keywords
- wall slab
- concrete wall
- precast concrete
- reinforcing bars
- cloth 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
- 239000004744 fabric Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000004567 concrete Substances 0.000 claims description 6
- 239000011178 precast concrete Substances 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims 1
Landscapes
- Foundations (AREA)
Description
第１図は本考案の小規模建物用布基礎の一実施
例の設置状態を示す断面図、第２図は第１図のＸ
線矢視拡大図である。第３図は従来の布基礎の断
面図である。
１……布基礎、１ａ……上面（天端面）、１０
……アンカーボルト、１２……鉛直補強鉄筋、１
４……プレキヤストコンクリート壁版、１７……
ボルト挿通孔、２０……水平補強鉄筋、２６……
増打ちコンクリート。
Figure 1 is a sectional view showing the installed state of an embodiment of the cloth foundation for small-scale buildings of the present invention, and Figure 2 is
It is an enlarged view taken along the line. FIG. 3 is a sectional view of a conventional cloth foundation. 1...Cloth foundation, 1a...Top surface (top surface), 10
... Anchor bolt, 12 ... Vertical reinforcing bar, 1
4... Precast concrete wall slab, 17...
Bolt insertion hole, 20...Horizontal reinforcing bar, 26...
Additional concrete.
Claims (1)
幅がその上に載置されるプレキヤストコンクリー
ト壁版の厚さよりも少なくとも２倍以上の幅を有
し拡幅されている、ことを特徴とする現場打ちコ
ンクリート布基礎。 ２ 下面に長手方向に沿つてボルト挿通孔を有し
、下端部側面より長手方向に沿つて水平補強鉄筋
を突出してなるプレキヤストコンクリート壁版と
、 前記プレキヤストコンクリート壁版の厚さより
も少なくとも２倍以上の幅を有し、実質的に矩形
断面を有し、上面の中央に長手方向に前記プレキ
ヤストコンクリート壁版のボルト挿通孔に挿通さ
れるアンカーボルトが植設され、上面の内側寄り
に前記コンクリート壁版の水平補強鉄筋に交差す
る鉛直補強鉄筋が植設されてなる布基礎とからな
り、 前記コンクリート壁版及び布基礎の水平及び鉛
直補強鉄筋相互の交差部に増打ちコンクリートが
打設されてなる、 ことを特徴とする現場打ちコンクリート布基礎
とプレキヤストコンクリート壁版との取付け構造
。[Claims for Utility Model Registration] 1. Having a rectangular cross section with substantially equal width, the top width of the top surface is at least twice as wide as the thickness of the precast concrete wall slab placed thereon. A cast-in-place concrete cloth foundation characterized by having a wide base. 2. A precast concrete wall slab having bolt insertion holes along the longitudinal direction on the lower surface and horizontal reinforcing bars protruding from the side surface of the lower end along the longitudinal direction, and a thickness of at least 2 times larger than the thickness of the precast concrete wall slab. Anchor bolts that are more than double the width and have a substantially rectangular cross section are installed in the center of the top surface to be inserted into the bolt insertion holes of the precast concrete wall slab in the longitudinal direction, and on the inside of the top surface. It consists of a cloth foundation in which vertical reinforcing reinforcing bars are planted that intersect the horizontal reinforcing bars of the concrete wall slab, and additional concrete is placed at the intersections of the horizontal and vertical reinforcing bars of the concrete wall slab and the cloth foundation. An installation structure of a cast-in-place concrete cloth foundation and a precast concrete wall slab, characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3888488U JPH0540110Y2 (en) | 1988-03-24 | 1988-03-24 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3888488U JPH0540110Y2 (en) | 1988-03-24 | 1988-03-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01141844U true JPH01141844U (en) | 1989-09-28 |
| JPH0540110Y2 JPH0540110Y2 (en) | 1993-10-12 |
Family
ID=31265421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3888488U Expired - Lifetime JPH0540110Y2 (en) | 1988-03-24 | 1988-03-24 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0540110Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010203215A (en) * | 2009-02-28 | 2010-09-16 | J Kenchiku Syst Kk | Method for forming circumferential underground beam, internal underground beam and post for pressure-resisting slab type grid post foundation, |
-
1988
- 1988-03-24 JP JP3888488U patent/JPH0540110Y2/ja not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010203215A (en) * | 2009-02-28 | 2010-09-16 | J Kenchiku Syst Kk | Method for forming circumferential underground beam, internal underground beam and post for pressure-resisting slab type grid post foundation, |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0540110Y2 (en) | 1993-10-12 |
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