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
Application number
JP4236090U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP4236090U priority Critical patent/JPH041235U/ja
Publication of JPH041235U publication Critical patent/JPH041235U/ja
Pending legal-status Critical Current

Links

Description

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

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、C……拡大中空基部、C……中空柱部、
……開口部、C……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)

【実用新案登録請求の範囲】 (1) 生コンクリートを流し込む断面U字形のコ
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.
JP4236090U 1990-04-19 1990-04-19 Pending JPH041235U (en)

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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346468A (en) * 1993-06-08 1994-12-20 Koshin Kensetsu Kk Formwork of foundation

Cited By (1)

* Cited by examiner, † Cited by third party
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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