CN102691412A - Prefabricated frame structure connection supporting template with adjustable vertical height - Google Patents
Prefabricated frame structure connection supporting template with adjustable vertical height Download PDFInfo
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- CN102691412A CN102691412A CN2012101823755A CN201210182375A CN102691412A CN 102691412 A CN102691412 A CN 102691412A CN 2012101823755 A CN2012101823755 A CN 2012101823755A CN 201210182375 A CN201210182375 A CN 201210182375A CN 102691412 A CN102691412 A CN 102691412A
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Abstract
The invention discloses a prefabricated frame structure connection supporting template with adjustable vertical height. The prefabricated frame structure connection supporting template comprises a prefabricated column fixed supporting device and a prefabricated beam connecting template device, wherein the prefabricated beam connecting template device is positioned on the upper side of the prefabricated column fixed supporting device and is connected with the prefabricated column fixed supporting device; the prefabricated column fixed supporting device comprises a connection supporting component and a first prefabricated column fixing plate; the connection supporting component comprises a second prefabricated column fixing plate, a horizontal supporting plate and a triangular supporting plate; and the prefabricated beam connecting template device comprises a beam bottom template and two opposite beam side templates which are positioned on the upper side of the beam bottom template. By the prefabricated frame structure connection supporting template, the horizontal position and the vertical height of a prefabricated beam can be conveniently positioned, the mounting efficiency is high, and the beam column connection construction speed of a prefabricated assembled type frame structure is directly increased; and the prefabricated frame structure connection supporting template can be recycled, and has remarkable economic benefit.
Description
Technical field
The invention belongs to the Structural Engineering field, the pre-fabricated one that is specifically related to a kind of adjustable vertical height connects support shuttering, is mainly used in the construction of prefabricated assembled frame construction.
Background technology
In the construction of present prefabricated assembled frame construction, the location when prefabricated units connect construction is difficult, causes the decline of speed of application and construction quality.
And support in the construction of present concrete structure and adopt steel pipe scaffolds more; And steel pipe scaffold need be supported on the flooring of bottom; Therefore must the flooring construction accomplish also maintenance just can be carried out upper floor to certain hour pouring construction in the bottom; This has just reduced speed of application, has increased construction period.
Summary of the invention
The connection support shuttering that the purpose of this invention is to provide a kind of easy construction, scalable precast beam vertical height.
For the technical scheme that realizes the object of the invention is such: the pre-fabricated one of adjustable vertical height of the present invention connects support shuttering; Comprise prefabricated post fixed support device and precast beam connection mode panel assembly, precast beam connection mode panel assembly is positioned at the upside of prefabricated post fixed support device and is attached thereto;
The prefabricated post fixed support device comprises the connection supporting member and the first prefabricated post fixed head; Connect supporting member and comprise the second prefabricated post fixed head, horizontal supporting plate and gusseted plate; The second prefabricated post fixed head vertically is provided with; Be connected fixing with the first prefabricated post fixed head through support fixation plate split bolt; The top of the second prefabricated post fixed head is connected with an end of horizontal supporting plate, and two right-angle sides of gusseted plate are connected with a side of the second prefabricated post fixed head and the downside of horizontal supporting plate respectively; Horizontal supporting plate is provided with horizontal supporting plate first bolt hole and horizontal supporting plate second bolt hole, and vertical height is regulated bolt and penetrated said horizontal supporting plate second bolt hole from downside;
Precast beam connection mode panel assembly comprises beam bottom board plate and two side templates that are oppositely arranged that are positioned at said beam bottom board plate upside; The bottom of side template is connected through joggle with the beam bottom board plate; Connect fixing between two side templates through the side template split bolt; Beam bottom board plate downside is provided with beam bottom board plate weld bolt, and beam bottom board plate weld bolt passes horizontal supporting plate first bolt hole and fixes with nut.
Among the present invention, the right ends of beam bottom board plate is respectively arranged with beam bottom board plate tongue-and-groove longitudinally, and the bottom of side template is provided with the side template tenon, in the side template tenon built-in beam soffit formwork tongue-and-groove.
Among the present invention, the top of side template is connected with DOCK LEVELER through bolt, connects fixing between two relative DOCK LEVELERs through the side template split bolt.
The present invention has prior art to compare, and has following advantage:
1. side template is linked to each other with the beam bottom board plate through joggle, can the supplier just in the work progress side template fixing with adjust.After side template being snapped in the tongue-and-groove of beam bottom board plate side, vertically just can not be moved, only need get final product, and pass through tongue-and-groove, can adjust the beam section that is fit to different in width easily along horizontal direction adjustment side template perpendicular to the beam axis.Bolt hole on the side template both can also can fix template through passing split bolt through increasing side template to adapt to the beam section of differing heights.
2. regulate bolt through the vertical height on the support system platform, can adjust easily because beam bottom board plate amount of deflection owing to vertical load produces the vertical displacement that amount of deflection causes, makes precast beam on the level height of design.
3. traditional support need be support with the lower floor face; Therefore have only the lower floor surface construction of grade to accomplish and maintenance just can be propped the structure construction that the upper strata is carried out in support to certain intensity; Therefore reduced speed of application; And the connection bracing or strutting arrangement that the present invention proposes can directly be supported on the prefabricated post, need not wait for the substructure construction, has shortened construction period.
4. very convenient when this device is constructed, at first the beam bottom board plate is inserted in the support system platform, lifting peaks at the bottom of the overhanging precast beam of styletable, passes split bolt then, and support system is fixed on the post; Side template then directly inserts in the teeth groove of beam bottom board plate through teeth groove, and side template is blocked the overhanging precast beam of styletable, and middle precast beam can directly hang in the good side template of adjusted when lifting, and accomplishes the quick location of precast beam.
Description of drawings
Fig. 1 connects the front elevation drawing of support shuttering for the pre-fabricated one of the adjustable vertical height of the present invention.
Fig. 2 is a support shuttering device right view of the present invention.
Fig. 3 is a support shuttering device vertical view of the present invention.
Fig. 4 is a support shuttering device exploded view of the present invention.
Fig. 5 is the support front elevation drawing of support shuttering device of the present invention.
Fig. 6 is the beam bottom board plate front elevation drawing of support shuttering device of the present invention.
Fig. 7 is the beam side front elevation drawing of support shuttering device of the present invention.
Fig. 8 is the DOCK LEVELER front elevation drawing of support shuttering device of the present invention.
Have among the figure: connect supporting member 1, the first support fixation plate 11, horizontal supporting plate 12, horizontal supporting plate first bolt hole 121, horizontal supporting plate second bolt hole 122, vertical height and regulate bolt 123, gusseted plate 13, the first prefabricated post fixed head 2, beam bottom board plate 3, beam bottom board plate weld bolt 31, beam bottom board plate tongue-and-groove 32, side template 4, side template tenon 41, side template bolt hole 42, DOCK LEVELER 5, DOCK LEVELER bolt hole 51, support fixation plate split bolt 6, side template split bolt 7, prefabricated post 8.
The specific embodiment
The pre-fabricated one of adjustable vertical height of the present invention connects support shuttering, comprises prefabricated post fixed support device and precast beam connection mode panel assembly, and precast beam connection mode panel assembly is positioned at the upside of prefabricated post fixed support device and is attached thereto;
The prefabricated post fixed support device comprises the connection supporting member 1 and the first prefabricated post fixed head 2; Connect supporting member 1 and comprise the second prefabricated post fixed head 11, horizontal supporting plate 12 and gusseted plate 13; The said second prefabricated post fixed head 11 vertically is provided with; Be connected fixing with the first prefabricated post fixed head 2 through support fixation plate split bolt 6; The top of the second prefabricated post fixed head 11 is connected with an end of horizontal supporting plate 12, and two right-angle sides of gusseted plate 13 are connected with a side of the second prefabricated post fixed head 11 and the downside of horizontal supporting plate 12 respectively; Horizontal supporting plate 12 is provided with horizontal supporting plate first bolt hole 121 and horizontal supporting plate second bolt hole 122, and vertical height is regulated bolt 123 and penetrated said horizontal supporting plate second bolt hole 122 from downside;
Precast beam connection mode panel assembly comprises beam bottom board plate 3 and two side templates that are oppositely arranged 4 that are positioned at said beam bottom board plate 3 upsides; The bottom of side template 4 and beam bottom board plate 3 are connected through joggle: the right ends of beam bottom board plate 3 is respectively arranged with and is positioned at the beam bottom board plate tongue-and-groove 32 of horizontal direction perpendicular to the precast beam longitudinal axis; The bottom of side template 4 is provided with side template tenon 41, in the side template tenon 41 built-in beam soffit formwork tongue-and-grooves 32.
Fixing through 7 connections of side template split bolt between two side templates 4, beam bottom board plate 3 downsides are provided with beam bottom board plate weld bolt 31, and said beam bottom board plate weld bolt 31 passes horizontal supporting plate first bolt hole 121 and fixes with nut.
In the another embodiment of the present invention, the top of side template 4 is connected with between 5, two relative DOCK LEVELERs 5 of DOCK LEVELER through bolt and connects fixing through side template split bolt 7.
The said connection supporting member 1 and the first prefabricated post fixed head 2 are fixed on the prefabricated post 8 through support fixation plate split bolt 6; Connect supporting member 1 and comprise the second prefabricated post fixed head 11, horizontal supporting plate 12, gusseted plate 13, horizontal supporting plate 12, gusseted plate 13 are welded on the second prefabricated post fixed head 11 successively.There are horizontal supporting plate first bolt hole 121, horizontal supporting plate second bolt hole 122 and vertical height to regulate bolt 123 on the horizontal supporting plate 12.
Said beam bottom board plate 3 is connected to three beam bottom board plate weld bolts 31 at its plate back welding, and beam bottom board plate 3 both sides all are processed with beam bottom board plate tongue-and-groove 32.Side template 4 bottoms are processed with side template tenon 41, and side template bolt hole 42 is arranged at top, and beam bottom board plate 3 and side template 4 link to each other through teeth groove.DOCK LEVELER 5 comprises DOCK LEVELER bolt hole 51 and DOCK LEVELER bolt hole 51, and side template 4 is fixing through side template split bolt 7.
Installation and construction application process that the pre-fabricated one of the adjustable vertical height of the present invention connects support shuttering are:
1. at first according to design drawing, will connect supporting member and be fixed in suitable highly place on the prefabricated post through supporting split bolt; Secondly the beam bottom board plate is inserted horizontal supporting plate first bolt hole through the bolt that its plate back welding connects, the height that use vertical height adjusting bolt screw-in horizontal supporting plate is regulated horizontal supporting plate utilizes fixed by nut beam bottom board plate to design height.Then side template is linked to each other with the beam bottom board plate with tongue-and-groove through tenon; And adjusting horizontal level; The position of side template both can have been confirmed in the both sides that only need tighten precast beam when regulating horizontal level; After regulating split bolt passed the bolt hole on the top of side template, use the fixed by nut side template.
2. if deck-molding is higher, can link to each other with the bottom beam side template, increase the height of side template through DOCK LEVELER.DOCK LEVELER is set in order to adapt to different deck-molding situation and among the present invention as side template.The DOCK LEVELER upper and lower respectively is processed with three bolts, is shaped as the Z font, just can agree with mutually with beam side up and down, agree with good after promptly with bolt up and down side plate connect.The bolt hole of DOCK LEVELER bottom can be connected fixing with the bottom side plate, and the upper bolt hole then can be passed split bolt and fix beam two side templates.
3. concrete curing by the time both can remove template to certain hour, blocked the split bolt that is used for fixing side template.
Claims (3)
1. the pre-fabricated one of an adjustable vertical height connects support shuttering; It is characterized in that; This connection support shuttering comprises prefabricated post fixed support device and precast beam connection mode panel assembly, and said precast beam connection mode panel assembly is positioned at the upside of prefabricated post fixed support device and is attached thereto;
Said prefabricated post fixed support device comprises the connection supporting member (1) and the first prefabricated post fixed head (2); Said connection supporting member (1) comprises the second prefabricated post fixed head (11), horizontal supporting plate (12) and gusseted plate (13); The said second prefabricated post fixed head (11) vertically is provided with; Be connected fixing with the first prefabricated post fixed head (2) through support fixation plate split bolt (6); The top of the second prefabricated post fixed head (11) is connected with an end of horizontal supporting plate (12), and two right-angle sides of said gusseted plate (13) are connected with a side of the second prefabricated post fixed head (11) and the downside of horizontal supporting plate (12) respectively; Said horizontal supporting plate (12) is provided with horizontal supporting plate first bolt hole (121) and horizontal supporting plate second bolt hole (122), and vertical height is regulated bolt (123) and penetrated said horizontal supporting plate second bolt hole (122) from downside;
Said precast beam connection mode panel assembly comprises beam bottom board plate (3) and is positioned at two side templates that are oppositely arranged (4) of said beam bottom board plate (3) upside; The bottom of side template (4) is connected through joggle with beam bottom board plate (3); Connect fixing between two side templates (4) through side template split bolt (7); Beam bottom board plate (3) downside is provided with beam bottom board plate weld bolt (31), and said beam bottom board plate weld bolt (31) passes horizontal supporting plate first bolt hole (121) and fixes with nut.
2. the pre-fabricated one of adjustable vertical height according to claim 1 connects support shuttering; It is characterized in that; The right ends of said beam bottom board plate (3) is respectively arranged with and is positioned at the beam bottom board plate tongue-and-groove (32) of horizontal direction perpendicular to the precast beam longitudinal axis; The bottom of said side template (4) is provided with side template tenon (41), in said side template tenon (41) the built-in beam soffit formwork tongue-and-groove (32).
3. the pre-fabricated one of adjustable vertical height according to claim 1 and 2 connects support shuttering; It is characterized in that; The top of said side template (4) is connected with DOCK LEVELER (5) through bolt, connects fixing between two relative DOCK LEVELERs (5) through side template split bolt (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210182375.5A CN102691412B (en) | 2012-06-05 | 2012-06-05 | Prefabricated frame structure connection supporting template with adjustable vertical height |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210182375.5A CN102691412B (en) | 2012-06-05 | 2012-06-05 | Prefabricated frame structure connection supporting template with adjustable vertical height |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102691412A true CN102691412A (en) | 2012-09-26 |
| CN102691412B CN102691412B (en) | 2014-10-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210182375.5A Active CN102691412B (en) | 2012-06-05 | 2012-06-05 | Prefabricated frame structure connection supporting template with adjustable vertical height |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013434A (en) * | 2016-07-18 | 2016-10-12 | 江苏工程职业技术学院 | Prefabricated assembled structural intermediate beam column node fixing structure and installation method |
| CN108894518A (en) * | 2018-07-27 | 2018-11-27 | 华南理工大学 | A kind of supporter and its construction method of erecting plate |
| CN106013435B (en) * | 2016-07-18 | 2019-01-08 | 江苏工程职业技术学院 | A kind of prefabricated construction end bean column node fixed structure and installation method |
| CN109518948A (en) * | 2018-12-28 | 2019-03-26 | 云南建投第二建设有限公司 | The working support positioning template device of assembled architecture bean column node and its application |
| CN109898850A (en) * | 2017-12-07 | 2019-06-18 | 广宏建设集团有限公司 | A kind of template and its application method suitable for pouring section after assembled beam-column |
| CN110093977A (en) * | 2019-04-30 | 2019-08-06 | 广东联城住工装备信息科技有限公司 | Prefabricated component mounting structure and its installation method |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106013434A (en) * | 2016-07-18 | 2016-10-12 | 江苏工程职业技术学院 | Prefabricated assembled structural intermediate beam column node fixing structure and installation method |
| CN106013434B (en) * | 2016-07-18 | 2019-01-08 | 江苏工程职业技术学院 | Bean column node fixed structure and installation method among a kind of prefabricated construction |
| CN106013435B (en) * | 2016-07-18 | 2019-01-08 | 江苏工程职业技术学院 | A kind of prefabricated construction end bean column node fixed structure and installation method |
| CN109898850A (en) * | 2017-12-07 | 2019-06-18 | 广宏建设集团有限公司 | A kind of template and its application method suitable for pouring section after assembled beam-column |
| CN109898850B (en) * | 2017-12-07 | 2021-04-09 | 广宏建设集团有限公司 | Template suitable for post-cast section of assembled beam column and using method thereof |
| CN108894518A (en) * | 2018-07-27 | 2018-11-27 | 华南理工大学 | A kind of supporter and its construction method of erecting plate |
| CN109518948A (en) * | 2018-12-28 | 2019-03-26 | 云南建投第二建设有限公司 | The working support positioning template device of assembled architecture bean column node and its application |
| CN109518948B (en) * | 2018-12-28 | 2023-09-01 | 云南建投第二建设有限公司 | Supporting and positioning template device for construction of assembled building beam column joints and application thereof |
| CN110093977A (en) * | 2019-04-30 | 2019-08-06 | 广东联城住工装备信息科技有限公司 | Prefabricated component mounting structure and its installation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102691412B (en) | 2014-10-15 |
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