CN204899217U - Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour - Google Patents
Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour Download PDFInfo
- Publication number
- CN204899217U CN204899217U CN201520522232.3U CN201520522232U CN204899217U CN 204899217 U CN204899217 U CN 204899217U CN 201520522232 U CN201520522232 U CN 201520522232U CN 204899217 U CN204899217 U CN 204899217U
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- prefabricated
- concrete
- connecting hole
- rod member
- reinforced
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Abstract
Template bracket reinforcing apparatus is pour at the vertical batch position that connects of concrete, comprises prefabricated L type member (1), die handle (2), prefabricated triangle bracket spare (3), (4) four parts of prefabricated reinforcement, the utility model has the advantages of the turnover number of times is many, and the installation rate is fast, and application scope wide (concrete between bulky concrete, floor, construction joint position concrete etc. ) reinforces effectual (having vertical braces and horizontal reinforced (rfd) effect to the template), effectively stops a wrong platform hourglass and starches, the mould of stopping to rise, explodes the mould.
Description
Technical field
The building concrete formwork for placing that the utility model relates to is reinforced, and especially vertically connects the template bracket bracing means structure of building at batch position for concrete.
Background technology
It is pre-buried old bolt that existing concrete vertically connects the formwork reinforcement mode adopted when batch position is built, because the load be subject to bottom during concreting is maximum, be easy to occur the mould burst-mode phenomenon that rises, consolidation effect extremely unstable, easily cause floor gap concreting to occur faulting of slab ends spillage phenomenon, and be not suitable for the reinforcing that concrete in mass vertically connects batch position.
Summary of the invention
In order to overcome existing pre-buried old bolt connect batch position reinforce stressed on deficiency, the utility model provides a kind of bracket bracing means, this device can not only effectively be reinforced the template during concreting of floor indirect stubble position, and formwork reinforcement when can be used for casting of concrete in mass and shuttering supporting.
The utility model solves the technical scheme that its technical problem adopts: concrete vertically connects a batch position formwork for placing bracket bracing means, the utility model feature is, is made up of Prefabricated L-shaped rod member, die handle, prefabricated triangle bracket part, prefabricated reinforced four parts; Wherein, described Prefabricated L-shaped rod member bottom folded section is set to pipe, bottom described pipe, be provided with opening; Described die handle is set to and is formed by the semicircular ring docking of two band fastener holes; Described prefabricated triangle bracket part comprises a loop bar and is the bracket bar of an angle with loop bar, offers connecting hole A at bracket boom end; Described prefabricated reinforced is a straight rod member, and on prefabricated reinforced, two ends offer connecting hole B respectively, between two connecting hole B, also offer connecting hole C;
Syndeton is the described pipe loop bar of prefabricated triangle bracket part being inserted in Prefabricated L-shaped rod member, adopts die handle fastening; Prefabricated triangle bracket part adopts screw bolt reinforcing with prefabricated reinforced by connecting hole B, connecting hole A again; Prefabricated reinforced adopts bolt drawknot to reinforce by connecting hole C and concrete preformed hole hole, bottom; In Prefabricated L-shaped rod member front by erection chock, install template, tighten die handle realization to the vertical supporting of template and transversely strengthening,
The utility model is by steel tube prefabricated three sections of bracket bracing frames, and carry out assembled with bolt, die handle is reinforced top L-type rod member, establishes flitch mounting plate retainer to realize the reinforcing of template shaping in use procedure at L-type rod member position pad.
The beneficial effects of the utility model are, establish flitch, not only have supporting role to template by L-type rod member pad, more gas is to good consolidation effect, and whole device belongs to peripheral hardware bracing means, use is more conducive to reclaim, and the number of turnover is more than the number of times of the pre-buried old bolt of tradition.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the front view of the utility model device;
Fig. 2 is left view of the present utility model;
Fig. 3 the utility model assembling schematic diagram.
1. Prefabricated L-shaped rod members in figure, 2. die handle, 3. prefabricated triangle bracket part (processing with steel pipe), 4. prefabricated reinforced (using steel pipe perforation processing), 5. hole (for drawknot bottom concrete), 6. hole (for drawknot prefabricated triangle bracket part and prefabricated reinforced), 7. hole (for drawknot prefabricated triangle bracket part and prefabricated reinforced).
Detailed description of the invention
See Fig. 1, concrete vertically connects a batch position formwork for placing bracket bracing means, and the utility model feature is, is made up of Prefabricated L-shaped rod member 1, die handle 2, prefabricated triangle bracket part 3, prefabricated reinforced 4 four parts; Wherein, described Prefabricated L-shaped rod member 1 is welded by rectangular steel tube and circular casing, is provided with opening at described pipe sleeve bottom; Described die handle 2 is set to and welds two torque spanneres by lug and form; Described prefabricated triangle bracket part 3 comprises a pipe 3.1 and is the bracket bar 3.2 of an angle with pipe, and be provided with connecting hole A5 in bracket bar 3.2 end, pipe 3.1 end is provided with connecting hole B6; Described prefabricated reinforced 4 is a straight rod member, and on prefabricated reinforced 4, two ends offer connecting hole C7 and D8 respectively;
See Fig. 2, prefabricated reinforced 9 is provided with four connecting hole E10;
See Fig. 3, anchoring is carried out for prefabricated reinforced 14 by bolt 15 and the concrete 20 of building, the circular casing of prefabricated L rod member 11 is inserted in the pipe described in prefabricated tripod bracket part 13, adopt die handle 12 fastening, 14 fixed with prefabricated reinforced by bolt 16 and bolt 17, flitch 18 and template 19 are placed in prefabricated tripod bracket part 13 top, tighten die handle 12 and realize vertical supporting to template and transversely strengthening.
Syndeton is the described pipe loop bar 3.1 of prefabricated triangle bracket part 3 being inserted in Prefabricated L-shaped rod member 1, adopts die handle 2 fastening; Prefabricated triangle bracket part 3 adopts screw bolt reinforcing with prefabricated reinforced 4 by connecting hole B6, connecting hole A7 again; Bolt drawknot is adopted to reinforce by connecting hole C5 and concrete preformed hole hole, bottom for prefabricated reinforced 4; In Prefabricated L-shaped rod member 1 front by erection chock, install template, tighten die handle 2 and realize vertical supporting to template and transversely strengthening.
At Prefabricated L-shaped rod member 1 front erection chock, install template, tighten die handle 2 and realize vertical supporting to template and transversely strengthening, demolishing process is contrary with installation process program, and the principle following " first prop up and tear open afterwards, prop up afterwards and first tear open " is carried out.
Claims (1)
1. concrete vertically connects a batch position formwork for placing bracket bracing means, it is characterized in that, be made up of Prefabricated L-shaped rod member (1), die handle (2), prefabricated triangle bracket part (3), prefabricated reinforced (4) four parts; Wherein, described Prefabricated L-shaped rod member (1) bottom folded section is set to pipe, bottom described pipe, be provided with opening; Described die handle (2) is set to and is formed by the semicircular ring docking of two band fastener holes; Described prefabricated triangle bracket part (3) comprises a loop bar (3.1) and is the bracket bar (3.2) of an angle with loop bar, has connecting hole A (7) at bracket bar (3.2) end opens; Described prefabricated reinforced (4) are a straight rod member, offer connecting hole B (6) respectively, between two connecting hole B (6), also offer connecting hole C (5) at prefabricated reinforced (4) upper two ends;
Syndeton is the described pipe loop bar (3.1) of prefabricated triangle bracket part (3) being inserted in Prefabricated L-shaped rod member (1), adopts die handle (2) fastening; Prefabricated triangle bracket part (3) adopts screw bolt reinforcing with prefabricated reinforced (4) by connecting hole B (6), connecting hole A (7) again; Prefabricated reinforced (4) adopt bolt drawknot to reinforce by connecting hole C (5) with concrete preformed hole hole, bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520522232.3U CN204899217U (en) | 2015-07-17 | 2015-07-17 | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520522232.3U CN204899217U (en) | 2015-07-17 | 2015-07-17 | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204899217U true CN204899217U (en) | 2015-12-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520522232.3U Expired - Fee Related CN204899217U (en) | 2015-07-17 | 2015-07-17 | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204899217U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503513A (en) * | 2017-07-17 | 2017-12-22 | 海南职业技术学院 | Wall body template split bolt constructing device and construction method |
| CN112681731A (en) * | 2020-12-17 | 2021-04-20 | 中国十九冶集团有限公司 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
-
2015
- 2015-07-17 CN CN201520522232.3U patent/CN204899217U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503513A (en) * | 2017-07-17 | 2017-12-22 | 海南职业技术学院 | Wall body template split bolt constructing device and construction method |
| CN107503513B (en) * | 2017-07-17 | 2018-12-21 | 海南职业技术学院 | Wall template split bolt constructing device and construction method |
| CN112681731A (en) * | 2020-12-17 | 2021-04-20 | 中国十九冶集团有限公司 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 650100 Kunming people's Road West, Yunnan, No. 380 Patentee after: YUNNAN CONSTRUCTION ENGINEERING GROUP Co.,Ltd. Patentee after: YCIH NO.10 CONSTRUCTION CO.,LTD. Address before: 650100 Kunming people's Road West, Yunnan, No. 380 Patentee before: YUNNAN CONSTRUCTION ENGINEERING GROUP Co.,Ltd. Patentee before: YUNNAN CONSTRUCTION ENGINEERING GROUP NO.10 CONSTRUCTION Co.,Ltd. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20170120 Address after: Economic and Technological Development Zone Information Industry Base in Yunnan province Kunming city forest road 650000 No. 188 Patentee after: Yunnan Construction Investment Holding Group Co., Ltd. Patentee after: YCIH NO.10 CONSTRUCTION CO.,LTD. Address before: 650100 Kunming people's Road West, Yunnan, No. 380 Patentee before: YUNNAN CONSTRUCTION ENGINEERING GROUP Co.,Ltd. Patentee before: YCIH NO.10 CONSTRUCTION CO.,LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151223 Termination date: 20190717 |