JPH041235U - - Google Patents
Info
- Publication number
- JPH041235U JPH041235U JP4236090U JP4236090U JPH041235U JP H041235 U JPH041235 U JP H041235U JP 4236090 U JP4236090 U JP 4236090U JP 4236090 U JP4236090 U JP 4236090U JP H041235 U JPH041235 U JP H041235U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- underground
- view
- poured
- foundation construction
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
Landscapes
- Foundations (AREA)
Description
第１図〜第１３図は本考案型枠のうち請求項(1
)に係る型枠を示すもので、第１図は一文字形コ
ンクリート地中型の正面図、第２図は横断平面図
、第３図は３−３線に沿える縦断側面図、第４図
はＴ字形コンクリート地中型の横断平面図、第５
図は５−５線に沿う縦断正面図、第６図は６−６
線に沿う縦断側面図、第７図は十字形コンクリー
ト地中型の横断平面図、第８図は８−８線に沿う
縦断正面図、第９図は９−９線に沿える縦断側面
図、第１０図はＬ字形コンクリート地中型の横断
平面図、第１１図は１１−１１線に沿える縦断正
面図、第１２図は１２−１２線に沿える縦断側面
図、第１３図は基礎構築手段の概略を示す斜視図
、第１４図〜第２０図は請求項(2)に係る型枠を
示すもので、第１４図はコンクリート地中梁の平
面図、第１５図はその正面図、第１６図はその側
面図、第１７図は鉄柱用コンクリート地中型の平
面図、第１８図はその正面図、第１９図はその側
面図、第２０図は基礎構築手段の概略を示す斜視
図である。
図中、Ａ……コンクリート地中型、Ｂ……コン
クリート地中梁、Ｃ……鉄柱用コンクリート地中
型、Ｃ１……拡大中空基部、Ｃ２……中空柱部、
Ｃ３……開口部、Ｃ４……接続壁。
Figures 1 to 13 show claim (1) of the formwork of the present invention.
), Fig. 1 is a front view of the single-character concrete underground mold, Fig. 2 is a cross-sectional plan view, Fig. 3 is a longitudinal cross-sectional side view along line 3-3, and Fig. 4 is a vertical cross-sectional side view along line 3-3. Cross-sectional plan of T-shaped concrete underground type, No. 5
The figure is a longitudinal sectional front view along line 5-5, and Figure 6 is 6-6.
Fig. 7 is a cross-sectional plan view of the cross-shaped concrete underground type, Fig. 8 is a longitudinal front view taken along line 8-8, Fig. 9 is a longitudinal side view taken along line 9-9, Figure 10 is a cross-sectional plan view of the L-shaped concrete underground type, Figure 11 is a vertical front view along line 11-11, Figure 12 is a vertical side view along line 12-12, and Figure 13 is foundation construction. A perspective view schematically showing the means, FIGS. 14 to 20 show the formwork according to claim (2), FIG. 14 is a plan view of a concrete underground beam, FIG. 15 is a front view thereof, Fig. 16 is a side view thereof, Fig. 17 is a plan view of the concrete underground type for steel columns, Fig. 18 is its front view, Fig. 19 is its side view, and Fig. 20 is a perspective view schematically showing the foundation construction means. It is. In the figure, A...Concrete underground type, B...Concrete underground beam, C...Concrete underground type for steel columns, C1 ...Enlarged hollow base, C2 ...Hollow column part,
C3 ...opening, C4 ...connection wall.
Claims (1)
ンクリート地中型からなる基礎構築型枠。 (2) 生コンクリートを流し込む型枠であつて、
断面Ｕ字形のコンクリート地中梁と、拡大中空基
部に鉄骨用の中空柱部を一体に立設し、該中空柱
部の一部の側壁全長に開口した開口部から拡大中
空基部にわたつて前記コンクリート地中梁用の接
続壁を一体に平行突設した鉄柱用コンクリート地
中型とからなる基礎構築型枠。[Scope of claim for utility model registration] (1) Foundation construction formwork consisting of an underground concrete mold with a U-shaped cross section into which ready-mixed concrete is poured. (2) A formwork into which fresh concrete is poured,
A concrete underground beam with a U-shaped cross section and a hollow column for a steel frame are integrally erected on an enlarged hollow base, and the above-mentioned structure is installed from an opening extending over the entire length of a part of the side wall of the hollow column to the enlarged hollow base. Foundation construction formwork consisting of a concrete underground type for steel columns and a parallel projecting connection wall for concrete underground beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4236090U JPH041235U (en) | 1990-04-19 | 1990-04-19 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4236090U JPH041235U (en) | 1990-04-19 | 1990-04-19 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH041235U true JPH041235U (en) | 1992-01-08 |
Family
ID=31553839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4236090U Pending JPH041235U (en) | 1990-04-19 | 1990-04-19 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH041235U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06346468A (en) * | 1993-06-08 | 1994-12-20 | Koshin Kensetsu Kk | Formwork of foundation |
-
1990
- 1990-04-19 JP JP4236090U patent/JPH041235U/ja active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06346468A (en) * | 1993-06-08 | 1994-12-20 | Koshin Kensetsu Kk | Formwork of foundation |
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