CN204402041U - A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism - Google Patents
A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism Download PDFInfo
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- CN204402041U CN204402041U CN201520032911.2U CN201520032911U CN204402041U CN 204402041 U CN204402041 U CN 204402041U CN 201520032911 U CN201520032911 U CN 201520032911U CN 204402041 U CN204402041 U CN 204402041U
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Abstract
The utility model relates to a kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism, is made up of template assembly.Template assembly comprises secondary beam, girder, main back cord, and girder can be double flute steel or two steel pipe, and main back cord comprises two blocks of channel-section steels arranged back-to-back, and the bottom surface of channel-section steel is longitudinally provided with an exhausting hole.Leave space between two channel-section steels, and connected by multiple bolt between two channel-section steels.Main back cord is supported by homemade adjustable steel pipe diagonal brace, and lower end and the Connection Block be fixed on concrete floor of diagonal brace are bolted, and this Connection Block is the channel-section steel back-to-back identical with main back cord.Main back cord is connected with the bolt of the Connection Block on floor by diagonal brace and different size, and coordinates the length adjustment function of diagonal brace self, realizes the adjustment of the setting angle to template assembly.
Description
Technical field
This patent relates to technical field of buildings, particularly a kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism.
Background technology
In building operations, cantilever body of wall is a kind of common body of wall.Due to the needs of construction, in casting process, need location and the angle of adjusting template unavoidably, the axis shift of body of wall with angular adjustment be together with important working procedure, simultaneously axis shift and angular adjustment complete after temporary fixed measure be also absolutely necessary.And present a lot of cantilever forms are located and angle is non-adjustable, or regulate trouble, or construct inconvenient thus there is potential safety hazard, inefficiency.
Summary of the invention
The object of this invention is to provide the cantilever formwork mechanism of a kind of Template Location convenience, angle adjustable.
The object of the invention is to be achieved through the following technical solutions:
The present invention is a kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism; be made up of template assembly, template assembly comprises secondary beam, girder, main back cord, and girder can be double flute steel or two steel pipe; main back cord comprises two channel-section steels arranged back-to-back, and the bottom surface of channel-section steel is longitudinally provided with an exhausting hole.Leave space between two channel-section steels, and connected by multiple bolt between two channel-section steels.Main back cord is supported by homemade adjustable steel pipe diagonal brace, and lower end and the Connection Block be fixed on concrete floor of diagonal brace are bolted, and this Connection Block is the channel-section steel back-to-back identical with main back cord.Main back cord is connected with the bolt of the Connection Block on floor by diagonal brace and different size, and coordinates the length adjustment function of diagonal brace self, realizes the adjustment of the setting angle to template assembly.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present application or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below.
Fig. 1 is sloping core body cantilever single side formwork schematic diagram;
Fig. 2 is sloping core body cantilever bilateral formwork schematic diagram;
Detailed description of the invention
In order to the scheme making those skilled in the art person understand the embodiment of the present invention better, below in conjunction with drawings and embodiments, the embodiment of the present invention is described in further detail.
As shown in Figure 1, the present invention includes template 1, template 1 is supported by secondary beam 2, and secondary beam 2 can be flitch or single steel pipe, and secondary beam 2 power transmission is to girder 3, girder 3 can be double flute steel or two steel pipe, main back cord 7 is given in girder 3 power transmission, and main back cord 7 is double flute steel back-to-back, and the power transmission of main back cord 7 is to diagonal brace 8, diagonal brace 8 is steel pipes of homemade adjustable length, and diagonal brace 8 passes to concrete floor by Connection Block 9 power again.
As shown in Figure 1, main back cord 7 comprises two channel-section steels arranged back-to-back, and the bottom surface of channel-section steel is longitudinally provided with between an exhausting hole 11, two channel-section steels leaves space, is connected between two channel-section steels by multiple bolt 13.
Main back cord 7 lower end is provided with Connection Block 9, and Connection Block 9 is the same with main back cord 7, is the channel-section steel arranged back-to-back, but the large ting model of channel-section steel can be different, Connection Block 9 by nut 12 be embedded in screwed reinforcing bar 10 in concrete floor and be connected.
Bolt 13 can through the through hole 11 on two channel-section steels, and in the middle part of bolt 13, cover has steel sleeve, and steel sleeve length equals the width in gap between two channel-section steels, and steel sleeve external diameter is greater than the diameter of through hole 11.Like this, when bolt 13 is tightened, two channel-section steels are just fixed together.
Can be connected with the through hole 11 of diverse location by diagonal brace about 8 two ends, and coordinate the length adjustment function of diagonal brace 8 self, realize the adjustment of template 1 being erect to angle.
Connection Block 9 can according to circumstances regulate its length.Other nut 5, pad 4,6 are in addition connecting screw rod.
Sloping core body cantilever single side formwork mechanism principle is consistent with sloping core body cantilever bilateral formwork mechanism principle.
The present invention realizes template fine setting, and construction is simple, rapidly, one-time-concreting height adjustment range is large.Have the advantages that structure is simple, lightweight, easy to adjust, reach economic effect.
Claims (4)
1. an inclined-plane body of wall cantilever adjustable angle formwork mechanism, is made up of template assembly.Template assembly comprises secondary beam, girder, main back cord, and girder can be double flute steel or two steel pipe, and main back cord comprises two blocks of channel-section steels arranged back-to-back, and the bottom surface of channel-section steel is longitudinally provided with an exhausting hole.Leave space between two channel-section steels, and connected by multiple bolt between two channel-section steels.Main back cord is supported by homemade adjustable steel pipe diagonal brace, and lower end and the Connection Block be fixed on concrete floor of diagonal brace are bolted, and this Connection Block is the back-to-back channel-section steel identical with main back cord.Main back cord is connected with the bolt of the Connection Block on floor by diagonal brace and different size, and coordinates the length adjustment function of diagonal brace self, realizes the adjustment of the setting angle to template assembly;
Space is left between two described channel-section steels, and connected by multiple bolt between two channel-section steels, the two ends of described bolt are each passed through the through hole of two channel-section steels, the middle part cover of described bolt has steel sleeve, the length of described steel sleeve equals the width in space between two channel-section steels, and the external diameter of described steel sleeve is greater than the diameter of described through hole;
Hole is opened in the upper end of described diagonal brace, is enclosed within outside the steel sleeve between two channel-section steels, and through-hole diameter slightly larger than steel sleeve external diameter between two channel-section steels, and is connected and fixed by bolt, nut, pad;
The lower end of described diagonal brace is provided with Connection Block, and described Connection Block is fixed by being embedded in screwed reinforcing bar and floor in concrete floor; If floor is thicker, the indented bars of described fixed connecting base also can change detachable set bolt into, and dismounting is by convenient;
Described steel pipe diagonal brace length is revolved and the change of length and changing by adjustment diagonal brace upper and lower two ends screw thread.
2. a kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism according to claim 1, it is characterized in that, main back cord and Connection Block are furnished with required connecting hole along its length.
3. a kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism according to claim 1, it is characterized in that, the setting angle of described template mechanism can regulate.
4. a kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism according to claim 1, is characterized in that, described template mechanism both can one-sided metope cantilever formwork, also can bilateral wall cantilever formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520032911.2U CN204402041U (en) | 2015-01-19 | 2015-01-19 | A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520032911.2U CN204402041U (en) | 2015-01-19 | 2015-01-19 | A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism |
Publications (1)
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| CN204402041U true CN204402041U (en) | 2015-06-17 |
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| CN201520032911.2U Active CN204402041U (en) | 2015-01-19 | 2015-01-19 | A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism |
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| CN (1) | CN204402041U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040968A (en) * | 2015-06-25 | 2015-11-11 | 中国十七冶集团有限公司 | Device and method for supporting inclined high, large, empty and thin-walled reinforced concrete wall form |
| CN105839912A (en) * | 2016-05-27 | 2016-08-10 | 王春明 | Molding bracket for shear wall of building |
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN107538159A (en) * | 2016-06-25 | 2018-01-05 | 浙江宁远塔桅制造有限公司 | A kind of steel pipe joint close is welding integrated |
| CN108532944A (en) * | 2018-04-23 | 2018-09-14 | 四川省第十五建筑有限公司 | A kind of cast-in-place ladder step tap-tap face adjusting slider device |
| CN110005203A (en) * | 2019-03-27 | 2019-07-12 | 中建三局集团有限公司 | A kind of adaptive tool-type sloping core form bracing system and application method |
| CN114941345A (en) * | 2022-07-22 | 2022-08-26 | 中铁城建集团第一工程有限公司 | Unit type rapid forming die for concrete side wall and concrete side wall construction process |
-
2015
- 2015-01-19 CN CN201520032911.2U patent/CN204402041U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040968A (en) * | 2015-06-25 | 2015-11-11 | 中国十七冶集团有限公司 | Device and method for supporting inclined high, large, empty and thin-walled reinforced concrete wall form |
| CN105839912A (en) * | 2016-05-27 | 2016-08-10 | 王春明 | Molding bracket for shear wall of building |
| CN107538159A (en) * | 2016-06-25 | 2018-01-05 | 浙江宁远塔桅制造有限公司 | A kind of steel pipe joint close is welding integrated |
| CN106677533A (en) * | 2017-01-17 | 2017-05-17 | 上海建工建集团有限公司 | Basement exterior wall single-side formwork supporting system and method |
| CN108532944A (en) * | 2018-04-23 | 2018-09-14 | 四川省第十五建筑有限公司 | A kind of cast-in-place ladder step tap-tap face adjusting slider device |
| CN108532944B (en) * | 2018-04-23 | 2023-08-01 | 四川省第十五建筑有限公司 | Cast-in-situ stair step pedal surface adjusting slide block device |
| CN110005203A (en) * | 2019-03-27 | 2019-07-12 | 中建三局集团有限公司 | A kind of adaptive tool-type sloping core form bracing system and application method |
| CN110005203B (en) * | 2019-03-27 | 2021-02-09 | 中建三局集团有限公司 | Self-adaptive tool type inclined wall formwork supporting system and using method |
| CN114941345A (en) * | 2022-07-22 | 2022-08-26 | 中铁城建集团第一工程有限公司 | Unit type rapid forming die for concrete side wall and concrete side wall construction process |
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