CN201144520Y - Combined door opening formwork - Google Patents
Combined door opening formwork Download PDFInfo
- Publication number
- CN201144520Y CN201144520Y CNU2007200330628U CN200720033062U CN201144520Y CN 201144520 Y CN201144520 Y CN 201144520Y CN U2007200330628 U CNU2007200330628 U CN U2007200330628U CN 200720033062 U CN200720033062 U CN 200720033062U CN 201144520 Y CN201144520 Y CN 201144520Y
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Abstract
The utility model relates to construction equipment, in particular to a combined portal template matched with a huge wall template in the shear-wall high-rise construction. The utility model is characterized in that the geometric size combination of a portal corresponding to the periphery of the template is a planar portal; each set comprises two angle templates (1), two lateral templates (2) and a top template (3) connected together; the angle template (1) is connected with the lateral template (2) and the top template (3) through inserting; the two corners of the whole planar portal frame are respectively fixed and obliquely supported through an angle adjusting screw rod (4) on the internal side; the two lateral templates (2) are horizontally supported and fixed through two lateral adjusting screw rods (5) in parallel. The combined template can not only achieve the universality and circulation of the portal templates in different sizes, but also with reasonable design and reliable installation, ensure the pouring quality of the concrete and greatly reduce the project cost.
Description
Technical field
The utility model relates to a kind of building engineering equipment, especially a kind of combination type door opening mould plate that cooperates great wall template to use in the high-rise construction of shear wall.
Background technology
At present, in the highrise building of shear wall structure, adopt the construction technology of great wall template mostly, but there is not a kind of economical and practical universal door opening template all the time, conventional method mostly adopts wooden form or steel angle block template, perhaps disposable steel form, construction cost height not only, and be a kind of waste to timber resources.
Summary of the invention
Use in order to realize the general of door opening template and turnover, reduce cost and economize on resources, the utility model provides a kind of combination type door opening mould plate, this gang form not only can be realized the general and turnover use of template of the door opening of different size, and it is reasonable in design, install reliably, can guarantee concrete pouring quality, greatly reduce engineering cost simultaneously.
Technical solutions of the utility model are, design a kind of combination type door opening mould plate, it is characterized in that: the physical dimension of the peripheral corresponding door opening of template is combined as the flush door font, every cover is connected and composed by two Angle formworks 1, two side templates 2 and a top template 3, Angle formwork 1 is pegged graft and is linked to each other with side template 2, top template 3, oblique support fixation is carried out by the angle adjusting screw(rod) 4 of inboard respectively in two angles of whole door glyph framework, carries out horizontal support and fixing by two parallel limit adjusting screw(rod)s 5 between two side templates 2.
Described Angle formwork 1 includes panel angle 6 and interior pressure angle 7, connects by HOOK BOLTS 8 between the two; The same thickness of wall body of the width at panel angle 6, the equal in length on 6 both sides, panel angle.
The same thickness of wall body of panel 9 width of described side template 2 and top template 3, the panel length of side template 2 is that the height of corresponding door opening deducts the length after Angle formwork 1 length of side, and the panel length of top template 3 is that the width of corresponding door opening deducts two length after Angle formwork 1 length of side; The rib at panel 9 two ends ratio panels 9 respectively respectively grows 50~150mm, inject between the panel angle 6 and interior pressure angle 7 of Angle formwork 1, respectively there is a hole reeve center partly at side template 2, each hole inner face has a nut 10, and nut 10 is used with jacking screw rod 11; One row's preformed hole 12 is arranged respectively on the middle rib of side template 2 and the limit rib.
Described angle adjusting screw(rod) 4 and limit adjusting screw(rod) 5 are positive and negative silk double threaded screw, on two positive and negative silk nuts the steel pipe of prolongation and junction plate are arranged respectively, connecting hole is arranged on the junction plate, and junction plate realizes that with the preformed hole 12 of side template 2 and top template 3 bolt is connected by this connecting hole.
A whole set of template is when aggregate erection, make side template 2 and top template 3 be clamped by tightening HOOK BOLTS 8 by panel angle 6 and interior pressure angle 7, by telescopic angle adjusting screw(rod) 4 and limit adjusting screw(rod) 5, carry out oblique support in inboard, two angles, between two limits, carry out horizontal support, the angle of a whole set of template be can proofread and correct and fix, integral rigidity and stability improved; When removing gang form, at first remove angle adjusting screw(rod) 4 and limit adjusting screw(rod) 5, unclamping HOOK BOLTS 8 then makes the interior angle 7 of pressing separate with 6 unhook of panel angle, utilize turning of jacking screw rod 11 again, make the angle of relative panel with the two ends of top template 3, upper end 6 of side template 2 produce opposition, thereby side template 2 and top template 3 are broken away from mutually with Angle formwork 1, realize the smooth form removal after concrete is built.
Characteristics of the present utility model are: 1. standardization, and under the situation with a kind of wall thickness, Angle formwork is general fully, and side template is except that special circumstances, and is generally all general.2. combined type can be selected the required window opening mouth size of being combined to form arbitrarily of different edge mould.3. simple to operate, be convenient to make up or disassemble.4. benefit is obvious, can multinomial engineering turnover use.5. economize on resources, save energy consumption.
Description of drawings
Below in conjunction with the embodiment accompanying drawing the utility model is described further.
Fig. 1 is an a whole set of stencil plane combination schematic diagram of the present utility model;
Fig. 2 is the structure of Angle formwork and connects the contact schematic diagram.
Among the figure: 1, Angle formwork; 2, side template; 3, top template; 4, angle adjusting screw(rod); 5, limit adjusting screw(rod); 6, panel angle; 7, interior pressure angle; 8, HOOK BOLTS; 9, panel; 10, nut; 11, jacking screw rod; 12, preformed hole.
The specific embodiment
In Fig. 1, the physical dimension of the peripheral corresponding door opening of template is combined as the flush door font, every cover is combined by two Angle formworks 1, two side templates 2 and a top template 3, peg graft with side template 2 and top template 3 respectively and link in Angle formwork 1 two ends, two angles of whole door glyph framework respectively within it side have angle adjusting screw(rod) 4 to carry out oblique support and fixing, have two limit adjusting screw(rod)s that be arranged in parallel 5 to carry out horizontal support and fixing between two side templates 2.The same thickness of wall body of panel 9 width of side template 2 and top template 3, the panel length of side template 2 is that the height of corresponding door opening deducts the length after Angle formwork 1 length of side, and the panel length of top template 3 is that the width of corresponding door opening deducts two length after Angle formwork 1 length of side.The rib at panel 9 two ends ratio panels 9 respectively respectively grows 50~150mm, inject between the panel angle 6 and interior pressure angle 7 of Angle formwork 1, respectively there is a hole reeve center partly at side template 2, each hole inner face has a nut 10, and nut 10 is used with jacking screw rod 11; One row's preformed hole 12 is arranged respectively on the middle rib of side template 2 and the limit rib.
In the embodiment shown in Figure 2, Angle formwork 1 includes panel angle 6 and interior pressure angle 7, has HOOK BOLTS 8 to connect between the two; The same thickness of wall body of the width at panel angle 6, the both sides equal in length is unified size.After the two ends of the upper end of side template 2 and top template 3 do not contain panel 9 and prolong certain length respectively, inject between the panel angle 6 and interior pressure angle 7 of Angle formwork 1, in the center of injecting part, respectively be drilled with a hole and weld a nut 10 at the hole inner face, nut 10 is provided with the jacking screw rod 11 that is used.
In conjunction with Fig. 1 and Fig. 2, a whole set of template is when aggregate erection, make side template 2 and top template 3 be clamped by tightening HOOK BOLTS 8 by panel angle 6 and interior pressure angle 7, by telescopic angle adjusting screw(rod) 4 and limit adjusting screw(rod) 5, carry out oblique support in inboard, two angles, between two limits, carry out horizontal support, can proofread and correct and fix the angle of a whole set of template, improve integral rigidity and stability; When removing gang form, at first remove angle adjusting screw(rod) 4 and limit adjusting screw(rod) 5, unclamping HOOK BOLTS 8 then makes the interior angle 7 of pressing separate with 6 unhook of panel angle, utilize turning of jacking screw rod 11 again, make the angle of relative panel with the two ends of top template 3, upper end 6 of side template 2 produce opposition, thereby side template 2 and top template 3 are broken away from mutually with Angle formwork 1, realize the smooth form removal after concrete is built.
Claims (4)
1, a kind of combination type door opening mould plate, it is characterized in that: the physical dimension of the peripheral corresponding door opening of template is combined as the flush door font, every cover is connected and composed by (1) two side template of two Angle formworks (2) and a top template (3), Angle formwork (1) is pegged graft with side template (2), top template (3) and is linked to each other, oblique support fixation is carried out by inboard angle adjusting screw(rod) (4) respectively in two angles of whole door glyph framework, carries out horizontal support and fixing by two parallel limit adjusting screw(rod)s (5) between two side templates (2).
2, a kind of combination type door opening mould plate according to claim 1 is characterized in that: described Angle formwork (1) includes panel angle (6) and interior pressure angle (7), connects by HOOK BOLTS (8) between the two; The same thickness of wall body of width at panel angle (6), the equal in length on both sides, panel angle (6).
3, a kind of combination type door opening mould plate according to claim 1, it is characterized in that: the same thickness of wall body of panel (9) width of described side template (2) and top template (3), the panel length of side template (2) is the length after the height of corresponding door opening deducts an Angle formwork (1) length of side, and the panel length of top template (3) is the length after the width of corresponding door opening deducts two Angle formworks (1) length of side; The rib at panel (9) two ends ratio panels (9) respectively respectively grows 50~150mm, inject between the panel angle (6) and interior pressure angle (7) of Angle formwork (1), reeve center partly at side template (2), a hole is respectively arranged, each hole inner face has a nut (10), and nut (10) is used with jacking screw rod (11); One row's preformed hole (12) is arranged respectively on the middle rib of side template (2) and the limit rib.
4, a kind of combination type door opening mould plate according to claim 1, it is characterized in that: described angle adjusting screw(rod) (4) and limit adjusting screw(rod) (5) are positive and negative silk double threaded screw, on two positive and negative silk nuts the steel pipe of prolongation and junction plate are arranged respectively, connecting hole is arranged on the junction plate, and junction plate realizes that with the preformed hole (12) of side template (2) and top template (3) bolt is connected by this connecting hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200330628U CN201144520Y (en) | 2007-12-29 | 2007-12-29 | Combined door opening formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200330628U CN201144520Y (en) | 2007-12-29 | 2007-12-29 | Combined door opening formwork |
Publications (1)
Publication Number | Publication Date |
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CN201144520Y true CN201144520Y (en) | 2008-11-05 |
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Application Number | Title | Priority Date | Filing Date |
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CNU2007200330628U Expired - Fee Related CN201144520Y (en) | 2007-12-29 | 2007-12-29 | Combined door opening formwork |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389425A (en) * | 2014-11-18 | 2015-03-04 | 魏志光 | Passing opening clamp for concrete wall templates |
FR3032000A1 (en) * | 2015-01-23 | 2016-07-29 | Romain Prat | UNIVERSAL MANNEQUIN |
CN107142961A (en) * | 2017-05-23 | 2017-09-08 | 中建五局土木工程有限公司 | Concreting moves integrally mould bases |
CN110055903A (en) * | 2019-05-28 | 2019-07-26 | 中铁大桥局集团有限公司 | The bracket and its installation method of bridge gate-type pier top closure segment |
CN110259121A (en) * | 2019-05-30 | 2019-09-20 | 中国一冶集团有限公司 | A kind of reserved opening support mould tool |
CN111305698A (en) * | 2020-03-10 | 2020-06-19 | 佛山维尚家具制造有限公司 | Mounting and construction method of door opening |
CN114393676A (en) * | 2022-01-06 | 2022-04-26 | 苏州良浦住宅工业有限公司 | Adjustable door opening component |
-
2007
- 2007-12-29 CN CNU2007200330628U patent/CN201144520Y/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389425A (en) * | 2014-11-18 | 2015-03-04 | 魏志光 | Passing opening clamp for concrete wall templates |
FR3032000A1 (en) * | 2015-01-23 | 2016-07-29 | Romain Prat | UNIVERSAL MANNEQUIN |
CN107142961A (en) * | 2017-05-23 | 2017-09-08 | 中建五局土木工程有限公司 | Concreting moves integrally mould bases |
CN110055903A (en) * | 2019-05-28 | 2019-07-26 | 中铁大桥局集团有限公司 | The bracket and its installation method of bridge gate-type pier top closure segment |
CN110055903B (en) * | 2019-05-28 | 2023-11-07 | 中铁大桥局集团有限公司 | Support of bridge gate type pier top folding section and installation method thereof |
CN110259121A (en) * | 2019-05-30 | 2019-09-20 | 中国一冶集团有限公司 | A kind of reserved opening support mould tool |
CN111305698A (en) * | 2020-03-10 | 2020-06-19 | 佛山维尚家具制造有限公司 | Mounting and construction method of door opening |
CN114393676A (en) * | 2022-01-06 | 2022-04-26 | 苏州良浦住宅工业有限公司 | Adjustable door opening component |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081105 Termination date: 20111229 |