CN201817814U - Adjustable fixed support of vertical surface sheet steel form - Google Patents
Adjustable fixed support of vertical surface sheet steel form Download PDFInfo
- Publication number
- CN201817814U CN201817814U CN2010205376329U CN201020537632U CN201817814U CN 201817814 U CN201817814 U CN 201817814U CN 2010205376329 U CN2010205376329 U CN 2010205376329U CN 201020537632 U CN201020537632 U CN 201020537632U CN 201817814 U CN201817814 U CN 201817814U
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- diagonal brace
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- steel form
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Abstract
The utility model relates to an adjustable fixed support of vertical surface sheet steel form, which belongs to the form supporting device field. The adjustable fixed support is characterized in that: cross bars are uniformly disposed on the left outer side surface of the vertical surface sheet steel form from up down; vertical bars are uniformly disposed on the left outer side of every cross bar from front to back with intervals; a hole is formed on every vertical bar at the position corresponding to the cross bar, and every hole is inserted by a positioning screw; the left end of every positioning screw is extended out from the vertical bar and is screwed with a nut; the right end of every positioning screw is passed through the cross bar, and is fixed with the structural steel bar in the concrete foundation by welding; short steel bars are embedded vertically on the left outside ground of every vertical bar from front to back with intervals; a long angle iron is disposed from front to back on the ground at right side of every short steel bar using the short steel bar as a supporting point; a jack and a diagonal bar, or an adjusting screw rod and a diagonal bar are mounted corresponding between every long angle iron and every vertical bar; and a vertical rod is mounted on the upper section of every diagonal bar by steel pipe couplers to reinforce the diagonal bar. The utility model enables the sheet steel form to be mounted and supported conveniently and fast.
Description
Technical field
The utility model belongs to mould plate supporting device, especially relates to a kind of bracing or strutting arrangement of facade steel form.
Background technology
At present along with industrial expansion, the industrial construction construction is more and more, the construction of main equipment concrete foundation is also just more and more, the steel form that relates to the equipment concrete foundation is installed and is supported, and commonsense method is exactly that steel pipe supports, and fastener connects, adjust steel form by loosening fastener, not only operate cumbersomely, run mould because of fastener is loosening in the time of also can concreting occurring sometimes, have a strong impact on construction quality and progress.
Summary of the invention
The purpose of this utility model provides a kind of adjustable fixed support of facade steel form, makes the installation of steel form and supports not only to make things convenient for but also quick, and also reliable and stable, the construction quality and the progress of raising concrete foundation.
The purpose of this utility model is achieved like this: a kind of adjustable fixed support of facade steel form, it is characterized in that: stull is set in that the left-external side face of the facade steel form of concrete foundation is uniform from top to bottom, this stull can be the channel-section steel section, left-external side in each stull is provided with perpendicular support again from the uniform interval of A-P, should perpendicular support also can be channel-section steel, erect the position perforate of supportting at each corresponding to each stull, and in each hole, install positioning screw respectively, all outer perpendicular support and the spinning nut of stretching out of the left end section of each positioning screw (being the bolt section), the right-hand member section of each positioning screw pass after the stull respectively with concrete foundation in structure reinforcing bars weld mutually and fix, preliminary each nut of rotation makes each perpendicular support upright; On the ground of each perpendicular left-external side that supports, the compartment of terrain is vertically buried bar dowel underground from front to back, revealed section with each bar dowel is the strong point, on the ground on each bar dowel right side, be provided with and be sagittal long angle steel, and the right angle that makes this long angle steel up, the corresponding installation jack of difference and diagonal brace or adjusting screw(rod) and diagonal brace between long angle steel and each perpendicular upper end section that supports, this diagonal brace can be round steel pipe, promptly between the lower surface of each diagonal brace and long angle steel, jack or adjusting screw(rod) are installed respectively, can the heavy caliber sleeve be installed in the bottom of diagonal brace is connected with jack or adjusting screw(rod), the lower surface that is each diagonal brace is connected with jack or adjusting screw(rod), the upper end of each diagonal brace then is connected with the upper end section of each perpendicular support, in addition, on the epimere of each diagonal brace, vertical rod is installed to strengthen diagonal brace respectively with steel tube fastener.
During use, adjust the verticality of steel form, tighten each nut simultaneously, steel form is fixed with the location by stretching of jack or adjusting screw(rod), convenient quick again.
The adjustable fixed support of the facade steel form that the utility model proposed, rational in infrastructure, easy to use, make the installation of steel form and support not only convenient but also fast, and reliable and stable, improved the construction quality and the progress of concrete foundation.
Now in conjunction with the accompanying drawings and embodiments the adjustable fixed support of the facade steel form that the utility model proposed is described further.
Description of drawings
Fig. 1 looks schematic diagram for the master of the adjustable fixed support of the facade steel form that the utility model proposed.
Among Fig. 1:
1, bar dowel 2, long angle steel 3, jack 4, diagonal brace 5, vertical rod 6, steel tube fastener 7, positioning screw 8, perpendicular support 9, stull 10, steel form 11, concrete foundation
The specific embodiment
By among Fig. 1 as can be seen: a kind of adjustable fixed support of facade steel form, it is characterized in that: stull 9 is set in that the left-external side face of the facade steel form 10 of concrete foundation is uniform from top to bottom, this stull 9 can be the channel-section steel section, left-external side in each stull 9 is provided with perpendicular support 8 again from the uniform interval of A-P, should perpendicular support 8 also can be channel-section steel, in each perpendicular support 8 corresponding to the position perforate of each stull 9, and in each hole, install positioning screw 7 respectively, all outer perpendicular support 8 and the spinning nut of stretching out of the left end section of each positioning screw 7 (being the bolt section), the right-hand member section of each positioning screw 7 pass after the stull 9 respectively with concrete foundation 11 in structure reinforcing bars weld mutually and fix, preliminary each nut of rotation makes each perpendicular support 8 upright; On the ground of the left-external side of each perpendicular support 8, the compartment of terrain is vertically buried bar dowel 1 underground from front to back, revealed section with each bar dowel 1 is the strong point, on the ground on each bar dowel 1 right side, be provided with and be sagittal long angle steel 2, and the right angle that makes this long angle steel 2 up, between the upper end section of long angle steel 2 and each perpendicular support 8, distinguish corresponding installation jack 3 and diagonal brace 4 or adjusting screw(rod) and diagonal brace 4, this diagonal brace 4 can be round steel pipe, promptly between the lower surface of each diagonal brace 4 and long angle steel 2, jack 3 or adjusting screw(rod) are installed respectively, can the heavy caliber sleeve be installed in the bottom of diagonal brace 4 is connected with jack 3 or adjusting screw(rod), the lower surface that is each diagonal brace 4 is connected with jack 3 or adjusting screw(rod), the upper end of each diagonal brace 4 then is connected with the upper end section of each perpendicular support 8, in addition, on the epimere of each diagonal brace 4, vertical rod 5 is installed to strengthen diagonal brace 4 respectively with steel tube fastener 6.
During use, adjust the verticality of steel form 10, tighten each nut simultaneously with the location by stretching of jack 3 or adjusting screw(rod), steel form 10 is fixing, convenient quick again.
Claims (3)
1. the adjustable fixed support of a facade steel form is characterized in that:
A, stull (9) is set in that the left-external side face of the facade steel form (10) of concrete foundation is uniform from top to bottom, left-external side in each stull (9) is provided with perpendicular support (8) again from the uniform interval of A-P, in the last position perforate of each perpendicular support (8) corresponding to each stull (9), and in each hole, install positioning screw (7) respectively, the left end section of each positioning screw (7) is that bolt Duan Jun stretches out perpendicular support (8) and spinning nut outward, the right-hand member section of each positioning screw (7) pass after the stull (9) respectively with concrete foundation (11) in structure reinforcing bars weld mutually and fix;
B, erect on the ground of the left-external side that supports (8) at each, the compartment of terrain is vertically buried bar dowel (1) underground from front to back, revealed section with each bar dowel (1) is the strong point, on the ground on each bar dowel (1) right side, be provided with and be sagittal long angle steel (2), and the right angle that makes this long angle steel (2) up, erect difference corresponding installation jack (3) and diagonal brace (4) or adjusting screw(rod) and diagonal brace (4) between the upper end section that supports (8) at long angle steel (2) and each, promptly between the lower surface of each diagonal brace (4) and long angle steel (2), jack (3) or adjusting screw(rod) are installed respectively, the lower surface of each diagonal brace (4) is connected with each jack (3) or adjusting screw(rod), the upper end of each diagonal brace (4) then is connected with the upper end section of each perpendicular support (8), with steel tube fastener (6) vertical rod (5) is installed respectively on the epimere of each diagonal brace (4).
2. the adjustable fixed support of facade steel form according to claim 1 is characterized in that this stull (9) is the channel-section steel section, and this perpendicular support (8) also is a channel-section steel.
3. the adjustable fixed support of facade steel form according to claim 1 is characterized in that this diagonal brace (4) is round steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205376329U CN201817814U (en) | 2010-09-17 | 2010-09-17 | Adjustable fixed support of vertical surface sheet steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205376329U CN201817814U (en) | 2010-09-17 | 2010-09-17 | Adjustable fixed support of vertical surface sheet steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201817814U true CN201817814U (en) | 2011-05-04 |
Family
ID=43915777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205376329U Expired - Fee Related CN201817814U (en) | 2010-09-17 | 2010-09-17 | Adjustable fixed support of vertical surface sheet steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201817814U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105196405A (en) * | 2015-10-21 | 2015-12-30 | 宁夏路桥工程股份有限公司 | Supporting equipment for bridge precast hollow slab lateral mould and using method of supporting equipment |
| CN106368107A (en) * | 2016-08-30 | 2017-02-01 | 中建路桥集团有限公司 | Base full-thickness construction formwork |
| CN108005024A (en) * | 2018-01-25 | 2018-05-08 | 中交第公路工程局有限公司 | A kind of indentation project under construction flood water-bound and its construction method |
| CN108374350A (en) * | 2018-05-14 | 2018-08-07 | 中交二公局第二工程有限公司 | A kind of the spelling moulding bed and installation method of steel anchor beam and steel corbel unit |
| CN110017017A (en) * | 2019-04-16 | 2019-07-16 | 章子豪 | A kind of aluminum alloy pattern plate structure |
| CN111287140A (en) * | 2020-03-11 | 2020-06-16 | 青岛港国际股份有限公司 | Steel template for automatic wharf box corner beam and construction method of box corner beam |
| CN108374350B (en) * | 2018-05-14 | 2024-05-31 | 中交二公局第二工程有限公司 | Assembly jig frame of steel anchor beam and steel corbel unit and installation method |
-
2010
- 2010-09-17 CN CN2010205376329U patent/CN201817814U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105196405A (en) * | 2015-10-21 | 2015-12-30 | 宁夏路桥工程股份有限公司 | Supporting equipment for bridge precast hollow slab lateral mould and using method of supporting equipment |
| CN105196405B (en) * | 2015-10-21 | 2017-05-17 | 宁夏路桥工程股份有限公司 | Supporting equipment for bridge precast hollow slab lateral mould and using method of supporting equipment |
| CN106368107A (en) * | 2016-08-30 | 2017-02-01 | 中建路桥集团有限公司 | Base full-thickness construction formwork |
| CN108005024A (en) * | 2018-01-25 | 2018-05-08 | 中交第公路工程局有限公司 | A kind of indentation project under construction flood water-bound and its construction method |
| CN108374350A (en) * | 2018-05-14 | 2018-08-07 | 中交二公局第二工程有限公司 | A kind of the spelling moulding bed and installation method of steel anchor beam and steel corbel unit |
| CN108374350B (en) * | 2018-05-14 | 2024-05-31 | 中交二公局第二工程有限公司 | Assembly jig frame of steel anchor beam and steel corbel unit and installation method |
| CN110017017A (en) * | 2019-04-16 | 2019-07-16 | 章子豪 | A kind of aluminum alloy pattern plate structure |
| CN111287140A (en) * | 2020-03-11 | 2020-06-16 | 青岛港国际股份有限公司 | Steel template for automatic wharf box corner beam and construction method of box corner beam |
| CN111287140B (en) * | 2020-03-11 | 2022-03-01 | 青岛港国际股份有限公司 | Steel template for automatic wharf box corner beam and construction method of box corner beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110504 Termination date: 20150917 |
|
| EXPY | Termination of patent right or utility model |