CN102330496B - A kind of steel form for buildings main brace footstock - Google Patents
A kind of steel form for buildings main brace footstock Download PDFInfo
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- CN102330496B CN102330496B CN201010225354.8A CN201010225354A CN102330496B CN 102330496 B CN102330496 B CN 102330496B CN 201010225354 A CN201010225354 A CN 201010225354A CN 102330496 B CN102330496 B CN 102330496B
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- main brace
- plate
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Abstract
The invention discloses a kind of steel form for buildings main brace footstock, to comprise specification be the top planes steel plate of 100 × 200 and adopt model to be cold rolling matrix frame, grooved frame and the bottom T-shape supporting seat assembly being welded into type of the steel plate punched of Q235, described bottom T-shape supporting seat assembly comprise diameter be 68 round steel pipe and specification be the steel plate of 100 × 100 × 8, one end of described round steel pipe is welded on the middle of steel plate; Described specification be the Plate Welding of 100 × 100 × 8 in the middle of the bottom of grooved frame, described specification is that the top planes Plate Welding of 100 × 200 is at the upper surface of matrix frame.Steel form for buildings main brace footstock of the present invention, can to overcome in prior art can not premature removal, punching block service efficiency low, engineering time long with the defect such as construction cost is high, so that realize can high, the engineering time short advantage low with construction cost of premature removal, punching block service efficiency.
Description
Technical field
The present invention relates to steel form for buildings accessory, particularly, relate to a kind of steel form for buildings main brace footstock.
Background technology
At present, in steel form for buildings accessory, adopt full hall scaffold to support, dereliction support seat, can not premature removal, reduces the service efficiency of punching block, extends the engineering time, virtually too increase construction cost.
Visible, in the prior art, above-mentioned full hall scaffold for building supports that at least exist can not low, the engineering time long defect high with construction cost of premature removal, punching block service efficiency.
Summary of the invention
The object of the invention is to, for the problems referred to above, propose a kind of steel form for buildings main brace footstock, so that realize can high, the engineering time short advantage low with construction cost of premature removal, punching block service efficiency.
For achieving the above object, the technical solution used in the present invention is: a kind of steel form for buildings main brace footstock, to comprise specification be the top planes steel plate of 100 × 200 and adopt model to be cold rolling matrix frame, grooved frame and the bottom T-shape supporting seat assembly being welded into type of the steel plate punched of Q235, described bottom T-shape supporting seat assembly comprise diameter be 68 round steel pipe and specification be the steel plate of 100 × 100 × 8, one end of described round steel pipe is welded on the middle of steel plate; Described specification be the Plate Welding of 100 × 100 × 8 in the middle of the bottom of grooved frame, described specification is that the top planes Plate Welding of 100 × 200 is at the upper surface of matrix frame.
Further, described specification is the number of the top planes steel plate of 100 × 200 is 2 pieces, and the number of matrix frame is 2 pieces, and the number of grooved frame is 2 pieces; 2 block specifications be 100 × 200 top planes steel plate be welded on the upper surface of 2 pieces of matrix frames respectively, 2 pieces of matrix frames are welded on the upper surface of 2 pieces of grooved frames respectively.
Further, on described matrix frame, offer the first waist type connecting hole for being connected with steel form.
Further, on described grooved frame rib, offer the second waist type connecting hole for being connected with central sill.
Further, at the external surface of described bottom T-shape supporting seat assembly, matrix frame and grooved frame, surperficial antirust coat is coated with respectively.
Further, be between the steel plate of 100 × 100 × 8 and grooved frame in described specification, be provided with junction plate.
Further, at the external surface of described junction plate, be coated with surperficial antirust coat.
The steel form for buildings main brace footstock of various embodiments of the present invention, because to comprise specification be the top planes steel plate of 100 × 200 and adopt model to be cold rolling matrix frame, grooved frame and the bottom T-shape supporting seat assembly being welded into type of the steel plate punched of Q235, bottom T-shape supporting seat assembly comprise diameter be 68 round steel pipe and specification be the steel plate of 100 × 100 × 8, one end of round steel pipe is welded on the middle of steel plate; Specification is that the Plate Welding of 100 × 100 × 8 is in the middle of the bottom of grooved frame, specification is that the top planes Plate Welding of 100 × 200 is at the upper surface of matrix frame, can overcome in prior art can not low, the engineering time long defect high with construction cost of premature removal, punching block service efficiency, so that realize can high, the engineering time short advantage low with construction cost of premature removal, punching block service efficiency.
Other features and advantages of the present invention will be set forth in the following description, and, partly become apparent from manual, or understand by implementing the present invention.Object of the present invention and other advantages realize by structure specifically noted in write manual, claims and accompanying drawing and obtain.
Below by drawings and Examples, technical scheme of the present invention is described in further detail.
Accompanying drawing explanation
Accompanying drawing is used to provide a further understanding of the present invention, and forms a part for manual, together with embodiments of the present invention for explaining the present invention, is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is the structural representation of the front view according to steel form for buildings main brace footstock of the present invention;
Fig. 2 is the structural representation of the sectional view according to steel form for buildings main brace footstock of the present invention.
By reference to the accompanying drawings, in the embodiment of the present invention, Reference numeral is as follows:
1-specification is the top planes steel plate of 100 × 200; 2-matrix frame; 21-first waist type connecting hole; 3-grooved frame rib; 31-second waist type connecting hole; 4-specification is the steel plate of 100 × 100 × 8; 5-diameter is the round steel pipe of 68.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the present invention, is not intended to limit the present invention.
According to the embodiment of the present invention, provide a kind of steel form for buildings main brace footstock.As depicted in figs. 1 and 2, the present embodiment comprises: specification is the top planes steel plate 1 of 100 × 200 and adopts model to be cold rolling matrix frame 2, grooved frame 3 and the bottom T-shape supporting seat assembly being welded into type of the steel plate punched of Q235, bottom T-shape supporting seat assembly comprise diameter be 68 round steel pipe and specification be the steel plate of 100 × 100 × 8, one end of round steel pipe is welded on the middle of steel plate; Specification be the Plate Welding of 100 × 100 × 8 in the middle of the bottom of grooved frame 3, specification is that the top planes Plate Welding of 100 × 200 is at the upper surface of matrix frame 1.
Further, in the above-described embodiments, above-mentioned specification is the number of the top planes steel plate 1 of 100 × 200 is 2 pieces, and the number of matrix frame 2 is 2 pieces, and the number of grooved frame 3 is 2 pieces; 2 block specifications be 100 × 200 top planes steel plate 1 be welded on the upper surface of 2 pieces of matrix frames 2 respectively, 2 pieces of matrix frames 2 are welded on the upper surface of 2 pieces of grooved frames 3 respectively.
Wherein, on above-mentioned matrix frame 2, offer the first waist type connecting hole 21 for being connected with steel form; On above-mentioned grooved frame rib 3, offer the second waist type connecting hole 31 for being connected with central sill.Here, be round steel pipe 5, convex frame rib 2 and the external surface of grooved frame rib 3 of 68 at specification be 100 × 100 × 8 steel plate 4, diameter, be coated with surperficial antirust coat respectively.
Further, in the above-described embodiments, at above-mentioned bottom T-shape supporting seat assembly, matrix frame 2 and the external surface of grooved frame 3, surperficial antirust coat is coated with respectively; Be between the steel plate 4 of 100 × 100 × 8 and grooved frame 3 in specification, be provided with junction plate; At the external surface of junction plate, be coated with surperficial antirust coat.
The steel form for buildings main brace footstock of the present embodiment, is applied to building trade, uses this steel form for buildings main brace footstock, makes steel form can premature removal, improves the service efficiency of steel form, shortens the engineering time, reduce construction cost; Further, this construction steel template main brace footstock adopts model to be the cold rolling welding fabrication of Q235 steel plate punched, and surperficial antirust treatment, is conducive to increasing the service life.
In sum, the steel form for buildings main brace footstock of various embodiments of the present invention, because to comprise specification be the top planes steel plate of 100 × 200 and adopt model to be cold rolling matrix frame, grooved frame and the bottom T-shape supporting seat assembly being welded into type of the steel plate punched of Q235, bottom T-shape supporting seat assembly comprise diameter be 68 round steel pipe and specification be the steel plate of 100 × 100 × 8, one end of round steel pipe is welded on the middle of steel plate; Specification is that the Plate Welding of 100 × 100 × 8 is in the middle of the bottom of grooved frame, specification is that the top planes Plate Welding of 100 × 200 is at the upper surface of matrix frame, can overcome in prior art can not low, the engineering time long defect high with construction cost of premature removal, punching block service efficiency, so that realize can high, the engineering time short advantage low with construction cost of premature removal, punching block service efficiency.
Last it is noted that the foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, although with reference to previous embodiment to invention has been detailed description, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (5)
1. a steel form for buildings main brace footstock, it is characterized in that, to comprise specification be the top planes steel plate of 100 × 200 and adopt model to be cold rolling matrix frame, grooved frame and the bottom T-shape supporting seat assembly being welded into type of the steel plate punched of Q235, described bottom T-shape supporting seat assembly comprise diameter be 68 round steel pipe and specification be the steel plate of 100 × 100 × 8, one end of described round steel pipe is welded on the middle of steel plate; Described specification be the Plate Welding of 100 × 100 × 8 in the middle of the bottom of grooved frame, described specification is that the top planes Plate Welding of 100 × 200 is at the upper surface of matrix frame; Described specification is the number of the top planes steel plate of 100 × 200 is 2 pieces, and the number of matrix frame is 2 pieces, and the number of grooved frame is 2 pieces; 2 block specifications be 100 × 200 top planes steel plate be welded on the upper surface of 2 pieces of matrix frames respectively, 2 pieces of matrix frames are welded on the upper surface of 2 pieces of grooved frames respectively; Be between the steel plate of 100 × 100 × 8 and grooved frame in described specification, be provided with junction plate.
2. steel form for buildings main brace footstock according to claim 1, is characterized in that, on described matrix frame, offers the first waist type connecting hole for being connected with steel form.
3. steel form for buildings main brace footstock according to claim 1, is characterized in that, on described grooved frame rib, offers the second waist type connecting hole for being connected with central sill.
4. the steel form for buildings main brace footstock according to any one of claim 2-3, is characterized in that, at the external surface of described bottom T-shape supporting seat assembly, matrix frame and grooved frame, is coated with surperficial antirust coat respectively.
5. steel form for buildings main brace footstock according to claim 1, is characterized in that, at the external surface of described junction plate, is coated with surperficial antirust coat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010225354.8A CN102330496B (en) | 2010-07-12 | 2010-07-12 | A kind of steel form for buildings main brace footstock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010225354.8A CN102330496B (en) | 2010-07-12 | 2010-07-12 | A kind of steel form for buildings main brace footstock |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102330496A CN102330496A (en) | 2012-01-25 |
| CN102330496B true CN102330496B (en) | 2015-11-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010225354.8A Expired - Fee Related CN102330496B (en) | 2010-07-12 | 2010-07-12 | A kind of steel form for buildings main brace footstock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102330496B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2127408Y (en) * | 1992-08-05 | 1993-02-24 | 赵玉章 | Card board-type quick-dismounting bracket |
| CN2236519Y (en) * | 1995-06-30 | 1996-10-02 | 中国建筑科学研究院建筑机械化研究所 | Concave angular formwork |
| CN101063318A (en) * | 2007-05-31 | 2007-10-31 | 杭州恒达钢结构实业有限公司 | Construction steel structure glue-joint technique |
| KR100774553B1 (en) * | 2007-04-10 | 2007-11-08 | 서보산업 주식회사 | Slab form support |
| CN101280631A (en) * | 2008-04-02 | 2008-10-08 | 中铁建工集团有限公司 | Supporting apparatus for building |
| CN201158825Y (en) * | 2007-12-26 | 2008-12-03 | 浙江省长城建设集团股份有限公司 | Lattice type steel column tower crane foundation seat |
| CN201214768Y (en) * | 2008-05-19 | 2009-04-01 | 中铁十一局集团第二工程有限公司 | Pier stud through type coping template support |
| CN201865337U (en) * | 2010-07-12 | 2011-06-15 | 无锡圣泰建筑模板有限公司 | Steel mould main supporting top seat for buildings |
-
2010
- 2010-07-12 CN CN201010225354.8A patent/CN102330496B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2127408Y (en) * | 1992-08-05 | 1993-02-24 | 赵玉章 | Card board-type quick-dismounting bracket |
| CN2236519Y (en) * | 1995-06-30 | 1996-10-02 | 中国建筑科学研究院建筑机械化研究所 | Concave angular formwork |
| KR100774553B1 (en) * | 2007-04-10 | 2007-11-08 | 서보산업 주식회사 | Slab form support |
| CN101063318A (en) * | 2007-05-31 | 2007-10-31 | 杭州恒达钢结构实业有限公司 | Construction steel structure glue-joint technique |
| CN201158825Y (en) * | 2007-12-26 | 2008-12-03 | 浙江省长城建设集团股份有限公司 | Lattice type steel column tower crane foundation seat |
| CN101280631A (en) * | 2008-04-02 | 2008-10-08 | 中铁建工集团有限公司 | Supporting apparatus for building |
| CN201214768Y (en) * | 2008-05-19 | 2009-04-01 | 中铁十一局集团第二工程有限公司 | Pier stud through type coping template support |
| CN201865337U (en) * | 2010-07-12 | 2011-06-15 | 无锡圣泰建筑模板有限公司 | Steel mould main supporting top seat for buildings |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102330496A (en) | 2012-01-25 |
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Granted publication date: 20151125 Termination date: 20210712 |