CN204754191U - Combination steel form instrument formula spelling device - Google Patents
Combination steel form instrument formula spelling device Download PDFInfo
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- CN204754191U CN204754191U CN201520458739.7U CN201520458739U CN204754191U CN 204754191 U CN204754191 U CN 204754191U CN 201520458739 U CN201520458739 U CN 201520458739U CN 204754191 U CN204754191 U CN 204754191U
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Abstract
The utility model relates to a combination steel form instrument formula spelling device, the spelling channel -section steel and combination steel mould that correspond each other including the concrete wall both sides, combination steel mould, and to have laid the horizontal steel of steel pipe stupefied the outside of spelling channel -section steel, it has one row of split bolt hole to distribute on the web of spelling channel -section steel, the split bolt hole of the spelling channel -section steel that the wall body both sides correspond penetrates split bolt with two sets of channel -section steel rigid couplings of piecing together, split bolt's both ends are passed rather than the horizontal steel of steel pipe of correspondence stupefied back fixedly with the mounting respectively, it has one row of U type card hole to equally divide cloth on the flange plate of spelling channel -section steel both sides, penetrate U type card in the U type card hole with the flange plate of spelling channel -section steel and the limit rib rigid coupling of combination steel form. The utility model discloses having avoided opening the problem of damaging the steel form in the typed wall bolt hole at combination steel form face many times, having improved template the stiffness, big template can be assembled into with a wide face combination steel form again to the the device spelling construction of both can having loose, and wall, post structure level, has reduced the template piece, has improved the work efficiency.
Description
Technical field
The utility model belongs to building field, relates to a kind of spelling device, is specifically related to a kind of tool-type spelling device for building operations combined steel formwork.
Background technology
In building engineering construction, during the structure such as wall body structure, section beam-column use combined steel formwork, need be fastening with the stupefied drawknot that carries out of steel outside split bolt and template.Split bolt arrangement pitch size has a direct impact formwork integral rigidity, the concrete component of different cross section, differing heights, the split bolt setting space of its template is different, often repeatedly perforate in template, repeat repair, cause the out-of-flatness of template face, affect quality and the outward appearance of concrete component.In addition, combined steel formwork on-site consolidation work efficiency compared with bamboo (wood) plywood form is relatively low and formwork edge joint is more, so combined steel formwork application is in recent years relatively less.
Utility model content
The utility model, in order to overcome the problems such as combined steel formwork in use repeatedly perforate, formwork edge joint be more, provides a kind of combined steel formwork tool-type spelling device.
The utility model adopts following technical scheme: a kind of combined steel formwork tool-type spelling device, comprise concrete wall, concrete wall both sides are equipped with mutually corresponding many groups combined steel formwork, spelling channel-section steel is provided with between adjacent combined steel formwork, combined steel formwork and spelling channel-section steel are in same plane, spelling channel-section steel both sides frange plate is distributed with U-shaped hole clipping, the limit rib Joint of the combined steel formwork that frange plate fits with it by U-shaped card is penetrated in U-shaped hole clipping, the web of spelling channel-section steel is distributed with split bolt hole, split bolt penetrates in the split bolt hole on spelling channel-section steel corresponding to concrete wall both sides, the outside of combined steel formwork and spelling channel-section steel is by the stupefied reinforcing of steel pipe transverse steel, the two ends of split bolt are each passed through the stupefied rear fixture of the steel pipe transverse steel corresponding with it and fix.
Preferably, described fixture comprises 3 shape fastener and nuts, and it is stupefied that steel pipe transverse steel is blocked in the end that 3 shape fasteners are set in split bolt, then fixed by nut.
Preferably, one end of spelling channel-section steel is connected with the round steel suspension ring taken the shape of the letter U.
the beneficial effects of the utility model are:when constructing the structures such as concrete shear force wall, retaining wall, section beam-column, both this device can have been utilized to carry out loose spelling construction, this device can be utilized again to become large form with wide combined steel formwork spelling, after crane lifting to construction part, by split bolt and 3 shape fastener fastening both sides steel are stupefied and namely template completes formwork reinforcement.Do not need after adopting this device to offer split bolt hole on combined steel formwork, avoid repeatedly perforate in template, repeat to repair, cause the out-of-flatness of template face, affect the problem of concrete component impression quality; Simultaneously because channel-section steel rigidity is comparatively large and channel-section steel and template are formed integrally, formwork integral rigidity can be improved; Adopt the method for ground spelling, crane lifting, both improve work efficiency, and additionally reduced formwork edge joint, wall, rod structure planeness and impression quality can be ensured; This device spelling flexibly, highly versatile, can reuse, long service life, the construction amortization end, range of application be comparatively wide, meets the policy of country's " with steel generation wood ".
Accompanying drawing explanation
Fig. 1. be structural representation of the present utility model;
Fig. 2. be tool-type spelling device stereogram of the present utility model.
In figure: 1, spelling channel-section steel, 2, wear split bolt hole, 3, U-shaped hole clipping, 4, round steel suspension ring, 5, combined steel formwork, 6, U-shaped card, 7, steel pipe transverse steel is stupefied, 8, split bolt, 9,3 shape fasteners, 10, nut, 11, concrete wall.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further details:
As shown in Figure 1, a kind of combined steel formwork tool-type spelling device, comprise concrete wall 11, concrete wall 11 both sides are equipped with mutually corresponding spelling channel-section steel 1 and combined steel 5, combined steel 5 and spelling channel-section steel 1 are in same plane, combined steel 5 and spelling channel-section steel 1 interval are laid, and the outside of combined steel 5 and spelling channel-section steel 1 is reinforced by steel pipe transverse steel stupefied 7, the web of spelling channel-section steel 1 is distributed with row's split bolt hole 2, split bolt 8 is penetrated the split bolt hole 2 of spelling channel-section steel 1 corresponding to concrete wall both sides by affixed for two spelling channel-section steels 1 of body of wall both sides, the two ends of split bolt 8 are each passed through the steel pipe transverse steel stupefied 7 corresponding with it and fix with fixture, described fixture comprises 3 shape fasteners 9 and nut 10, steel pipe transverse steel stupefied 7 is blocked in the end that 3 shape fasteners 9 are sleeved on split bolt 8, then the nut 10 that spins is fixed, the frange plate of spelling channel-section steel 1 both sides is distributed with the U-shaped hole clipping 3 of a row, U-shaped card 6 is penetrated by the limit rib Joint of the frange plate of spelling channel-section steel 1 and combined steel formwork 5 in U-shaped hole clipping 3.One end of spelling channel-section steel 1 is connected with round steel suspension ring 4, and round steel suspension ring 4 take the shape of the letter U, and the two ends of U-shaped round steel suspension ring 4 are fixed in the termination of spelling channel-section steel 1.
embodiment 1
At construction concrete shear force wall, retaining wall, during the structures such as section beam-column, first spelling channel-section steel 1 and combined steel formwork 5 interval are laid, frange plate is connected with limit rib with the limit rib of the combined steel formwork 5 U-shaped hole clipping 3 that U-shaped card 6 penetrates frange plate by the frange plate of spelling channel-section steel 1, namely large form is completed tentatively assembled, then utilize round steel suspension ring 4 crane on spelling channel-section steel 1 that assembled large form is winched to construction part, the split bolt hole 2 of concrete wall 11 both sides spelling channel-section steel is penetrated again with split bolt 8, the spelling channel-section steel 1 of concrete wall 11 both sides is connected, reinforce with steel pipe transverse steel stupefied 7 outside spelling channel-section steel 1 and combined steel formwork 5, the stupefied employing of steel two φ 48 × 3.5 steel pipes, split bolt 8 two ends penetrate in the middle of the steel pipe transverse steel corresponding with it stupefied 7 respectively, split bolt termination is set with after 3 shape fasteners 9 block steel pipe transverse steel stupefied 7, tighten with nut 10 again, integral mold plate system is connected to form with outside-supporting support body.
embodiment 2
When constructing the structures such as concrete shear force wall, retaining wall, section beam-column, when carrying out the construction of loose spelling as utilized this device, first that two groups of spelling channel-section steels 1 are temporary fixed with split bolt 8, again in body of wall both sides with U-shaped card 6 and combined steel formwork 5 block-by-block spelling, then after both sides steel pipe transverse steel stupefied 7 is blocked with 3 shape fasteners 9 in split bolt 8 two ends, tighten with nut 10 again, be connected to form integral mold plate system with outside-supporting support body.
Claims (3)
1. a combined steel formwork tool-type spelling device, comprise concrete wall, concrete wall both sides are equipped with mutually corresponding many combined steel formworks, it is characterized in that: between adjacent combined steel formwork, be provided with spelling channel-section steel (1), combined steel formwork (5) and spelling channel-section steel (1) are in same plane, spelling channel-section steel (1) both sides frange plate is distributed with U-shaped hole clipping (3), the limit rib Joint of the combined steel formwork (5) that frange plate fits with it by U-shaped card is penetrated in U-shaped hole clipping (3), the web of spelling channel-section steel (1) is distributed with split bolt hole (2), split bolt (8) penetrates in the split bolt hole (2) on spelling channel-section steel corresponding to concrete wall (11) both sides, the outside of combined steel formwork (5) and spelling channel-section steel (1) is reinforced by steel pipe transverse steel stupefied (7), fix with fixture after the two ends of split bolt (8) are each passed through the steel pipe transverse steel corresponding with it stupefied (7).
2. a kind of combined steel formwork tool-type spelling device according to claim 1, it is characterized in that: described fixture comprises 3 shape fastener and nuts, steel pipe transverse steel stupefied (7) is blocked in the end that 3 shape fasteners are set in split bolt, is then fixed by nut (10).
3. a kind of combined steel formwork tool-type spelling device according to claim 1, is characterized in that: one end of spelling channel-section steel (1) is connected with the round steel suspension ring (4) taken the shape of the letter U.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520458739.7U CN204754191U (en) | 2015-06-30 | 2015-06-30 | Combination steel form instrument formula spelling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520458739.7U CN204754191U (en) | 2015-06-30 | 2015-06-30 | Combination steel form instrument formula spelling device |
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| Publication Number | Publication Date |
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| CN204754191U true CN204754191U (en) | 2015-11-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520458739.7U Active CN204754191U (en) | 2015-06-30 | 2015-06-30 | Combination steel form instrument formula spelling device |
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| CN (1) | CN204754191U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888245A (en) * | 2016-06-28 | 2016-08-24 | 深圳汇林达科技有限公司 | Pull rod and pull piece structure of wall body mold plate |
| CN105971269A (en) * | 2016-06-28 | 2016-09-28 | 深圳汇林达科技有限公司 | Wallboard structure with template screw hole positions standardized |
| CN108060774A (en) * | 2017-11-21 | 2018-05-22 | 上海建工五建集团有限公司 | Exempt from punch template system and its construction method |
| CN108590167A (en) * | 2018-06-29 | 2018-09-28 | 绍兴明煌建材科技有限公司 | Concrete setting formwork structure and its building method |
| CN108755705A (en) * | 2018-07-12 | 2018-11-06 | 中国建筑第八工程局有限公司 | Exempt from branch die combination purlin and its construction method |
| CN110056187A (en) * | 2019-05-27 | 2019-07-26 | 中建四局第四建筑工程有限公司 | A kind of steel gang form sets up structure |
| CN111173256A (en) * | 2020-02-19 | 2020-05-19 | 中国二十二冶集团有限公司 | Building wood formwork and formwork construction method thereof |
| CN113700296A (en) * | 2021-08-30 | 2021-11-26 | 北京戴氏华远金属制品有限公司 | Quick locate mode square column steel form subassembly |
-
2015
- 2015-06-30 CN CN201520458739.7U patent/CN204754191U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888245A (en) * | 2016-06-28 | 2016-08-24 | 深圳汇林达科技有限公司 | Pull rod and pull piece structure of wall body mold plate |
| CN105971269A (en) * | 2016-06-28 | 2016-09-28 | 深圳汇林达科技有限公司 | Wallboard structure with template screw hole positions standardized |
| CN108060774A (en) * | 2017-11-21 | 2018-05-22 | 上海建工五建集团有限公司 | Exempt from punch template system and its construction method |
| CN108590167A (en) * | 2018-06-29 | 2018-09-28 | 绍兴明煌建材科技有限公司 | Concrete setting formwork structure and its building method |
| CN108755705A (en) * | 2018-07-12 | 2018-11-06 | 中国建筑第八工程局有限公司 | Exempt from branch die combination purlin and its construction method |
| CN110056187A (en) * | 2019-05-27 | 2019-07-26 | 中建四局第四建筑工程有限公司 | A kind of steel gang form sets up structure |
| CN110056187B (en) * | 2019-05-27 | 2024-05-24 | 中建四局建设发展有限公司 | Building structure of steel combined template |
| CN111173256A (en) * | 2020-02-19 | 2020-05-19 | 中国二十二冶集团有限公司 | Building wood formwork and formwork construction method thereof |
| CN111173256B (en) * | 2020-02-19 | 2024-04-12 | 中国二十二冶集团有限公司 | Building wood formwork and formwork construction method thereof |
| CN113700296A (en) * | 2021-08-30 | 2021-11-26 | 北京戴氏华远金属制品有限公司 | Quick locate mode square column steel form subassembly |
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