CN102691412B - 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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- CN102691412B CN102691412B CN201210182375.5A CN201210182375A CN102691412B CN 102691412 B CN102691412 B CN 102691412B CN 201210182375 A CN201210182375 A CN 201210182375A CN 102691412 B CN102691412 B CN 102691412B
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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 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 current prefabricated assembled frame construction, location when prefabricated units connection construction is more difficult, causes the decline of speed of application and construction quality.
And in the construction of current concrete structure, support to adopt steel pipe scaffolds more, and steel pipe scaffold need to be supported on the flooring of bottom, therefore must construct and maintenance just can be carried out the pouring construction of upper floor to certain hour at bottom flooring, this has just reduced speed of application, has increased construction period.
Summary of the invention
The object of this invention is to provide the connection support shuttering of a kind of easy construction, adjustable precast beam vertical height.
Such for realizing the technical scheme of the object of the invention: 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;
Prefabricated post fixed support device comprises 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 arranges, be connected and fixed by supporting fixed head split bolt and the first prefabricated post fixed head, second top of prefabricated post fixed head and one end of horizontal supporting plate are connected, 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; On horizontal supporting plate, be provided with horizontal supporting plate the first bolt hole and horizontal supporting plate the second bolt hole, vertical height adjusting bolt penetrates described horizontal supporting plate the second bolt hole from downside;
Precast beam connection mode panel assembly comprises beam bottom mother plate and is positioned at two side templates that are oppositely arranged of described beam bottom mother plate upside, the bottom of side template is connected by joggle with beam bottom mother plate, between two side templates, be connected and fixed by side template split bolt, beam bottom mother plate downside is provided with beam bottom mother plate weld bolt, and beam bottom mother plate weld bolt is fixed through horizontal supporting plate the first bolt hole and with nut.
In the present invention, the two ends, left and right of beam bottom mother plate are respectively arranged with longitudinal beam bottom mother plate tongue-and-groove, and the bottom of side template is provided with side template tenon, in side template tenon built-in beam soffit formwork tongue-and-groove.
In the present invention, the top of side template has been bolted DOCK LEVELER, between two relative DOCK LEVELERs, is connected and fixed by side template split bolt.
The present invention has prior art to compare, and tool has the following advantages:
1. by joggle, side template is connected with beam bottom mother plate, can be for the fixing and adjustment that facilitates side template in work progress.Side template is snapped in after the tongue-and-groove of beam bottom mother plate side, vertically just can not be moved, only need adjust side template along the horizontal direction perpendicular to beam axis, and by tongue-and-groove, can adjust easily the beam section of applicable different in width.Bolt hole on side template both can, by increasing side template to adapt to the beam section of differing heights, also can fix template by passing split bolt.
2. by the vertical height adjusting bolt on support system platform, can adjust easily because beam bottom mother plate amount of deflection is because vertical load produces the vertical displacement that amount of deflection causes, make precast beam in the level height of design.
3. traditional support need to be taking lower floor face as support, the lower floor surface construction such as therefore only have to complete and maintenance just can be propped support and carry out the structure construction on upper strata to some strength, therefore reduced speed of application, and the connection bracing or strutting arrangement that the present invention proposes can directly be supported in prefabricated post, need not wait for substructure construction, shorten construction period.
4. very convenient when this device is constructed, first beam bottom mother plate is inserted in support system platform, at the bottom of lifting peaks at the overhanging precast beam of styletable, then, through split bolt, support system is fixed on post; Side template directly inserts in the teeth groove of beam bottom mother plate by teeth groove, and side template is blocked to the overhanging precast beam of styletable, when the lifting of intermediate prefabricated beam, can directly hang in the good side template of adjusted, accomplishes the quick location of precast beam.
Brief description of the drawings
Fig. 1 is the front elevation drawing that the pre-fabricated one of the adjustable vertical height of the present invention connects support shuttering.
Fig. 2 is support shuttering device right view of the present invention.
Fig. 3 is support shuttering device top view of the present invention.
Fig. 4 is 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 mother 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.
In figure, have: connect supporting member 1, the first support fixed head 11, horizontal supporting plate 12, horizontal supporting plate the first bolt hole 121, horizontal supporting plate the second bolt hole 122, vertical height adjusting bolt 123, gusseted plate 13, the first prefabricated post fixed head 2, beam bottom mother plate 3, beam bottom mother plate weld bolt 31, beam bottom mother 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 fixed head split bolt 6, side template split bolt 7, prefabricated post 8.
Detailed description of the invention
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;
Prefabricated post fixed support device comprises 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, described the second prefabricated post fixed head 11 vertically arranges, be connected and fixed by support fixed head split bolt 6 and the first prefabricated post fixed head 2, the top of the second prefabricated post fixed head 11 is connected with one 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; On horizontal supporting plate 12, be provided with horizontal supporting plate the first bolt hole 121 and horizontal supporting plate the second bolt hole 122, vertical height adjusting bolt 123 penetrates described horizontal supporting plate the second bolt hole 122 from downside;
Precast beam connection mode panel assembly comprises beam bottom mother plate 3 and is positioned at two side templates that are oppositely arranged 4 of described beam bottom mother plate 3 upsides, the bottom of side template 4 is connected by joggle with beam bottom mother plate 3: the two ends, left and right of beam bottom mother plate 3 are respectively arranged with and are positioned at the beam bottom mother 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 side template tenon 41 built-in beam soffit formwork tongue-and-grooves 32.
Between two side templates 4, be connected and fixed by side template split bolt 7, beam bottom mother plate 3 downsides are provided with beam bottom mother plate weld bolt 31, and described beam bottom mother plate weld bolt 31 is fixed through horizontal supporting plate the first bolt hole 121 and with nut.
In another embodiment of the present invention, the top of side template 4 has been bolted between 5, two relative DOCK LEVELERs 5 of DOCK LEVELER and has been connected and fixed by side template split bolt 7.
Described connection supporting member 1 and the first prefabricated post fixed head 2 are fixed in prefabricated post 8 by supporting fixed head 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.On horizontal supporting plate 12, there are horizontal supporting plate the first bolt hole 121, horizontal supporting plate the second bolt hole 122 and vertical height adjusting bolt 123.
Described beam bottom mother plate 3 is connected to three beam bottom mother plate weld bolts 31 at its plate back welding, and beam bottom mother plate 3 both sides are all processed with beam bottom mother 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 mother plate 3 is connected by teeth groove with side template 4.DOCK LEVELER 5 comprises DOCK LEVELER bolt hole 51 and DOCK LEVELER bolt hole 51, and side template 4 is fixing by 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. first according to design drawing, connection supporting member is fixed on to suitable At The Height in prefabricated post by supporting split bolt; Secondly bolt beam bottom mother plate being connect by its plate back welding inserts horizontal supporting plate the first bolt hole, uses vertical height adjusting bolt to screw in horizontal supporting plate and regulates the height of horizontal supporting plate to design height, utilizes nut clamped beam soffit formwork.Then side template is connected with beam bottom mother plate with tongue-and-groove by tenon, and regulate horizontal level, the position of side template both can have been determined in the both sides that only need to clamp precast beam while regulating horizontal level, after regulating, split bolt is passed to the bolt hole on the top of side template, with nut clamped beam side template.
If 2. deck-molding is higher, can be connected with bottom beam side template by DOCK LEVELER, increase the height of side template.DOCK LEVELER is set in order to adapt to different deck-molding situations and as side template in the present invention.DOCK LEVELER upper and lower is respectively processed with three bolts, is shaped as Z-shaped, just can agree with mutually with upper and lower beam side, agrees with after good and with bolt, upper and lower side plate is connected.The bolt hole of DOCK LEVELER bottom can be connected and fixed with bottom side plate, and beam two side templates can be fixed through split bolt in upper bolt hole.
3. concrete curing by the time, to certain hour, both can remove template, blocked the split bolt for clamped beam side template.
Claims (2)
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 described precast beam connection mode panel assembly is positioned at the upside of prefabricated post fixed support device and is attached thereto;
Described prefabricated post fixed support device comprises connection supporting member (1) and the first prefabricated post fixed head (2), described connection supporting member (1) comprises the second prefabricated post fixed head (11), horizontal supporting plate (12) and gusseted plate (13), described the second prefabricated post fixed head (11) vertically arranges, be connected and fixed with the first prefabricated post fixed head (2) by supporting fixed head split bolt (6), the top of the second prefabricated post fixed head (11) is connected with one end of horizontal supporting plate (12), two right-angle sides of described 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, on described horizontal supporting plate (12), be provided with horizontal supporting plate the first bolt hole (121) and horizontal supporting plate the second bolt hole (122), vertical height adjusting bolt (123) penetrates described horizontal supporting plate the second bolt hole (122) from downside,
Described precast beam connection mode panel assembly comprises beam bottom mother plate (3) and is positioned at two side templates that are oppositely arranged (4) of described beam bottom mother plate (3) upside, the bottom of side template (4) is connected by joggle with beam bottom mother plate (3), between two side templates (4), be connected and fixed by side template split bolt (7), beam bottom mother plate (3) downside is provided with beam bottom mother plate weld bolt (31), and described beam bottom mother plate weld bolt (31) is fixed through horizontal supporting plate the first bolt hole (121) and with nut; The top of described side template (4) has been bolted DOCK LEVELER (5), between two relative DOCK LEVELERs (5), is connected and fixed by side template split bolt (7).
2. the pre-fabricated one of adjustable vertical height according to claim 1 connects support shuttering, it is characterized in that, the two ends, left and right of described beam bottom mother plate (3) are respectively arranged with and are positioned at the beam bottom mother plate tongue-and-groove (32) of horizontal direction perpendicular to the precast beam longitudinal axis, the bottom of described side template (4) is provided with side template tenon (41), in described side template tenon (41) built-in beam soffit formwork tongue-and-groove (32).
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 CN102691412A (en) | 2012-09-26 |
| CN102691412B true 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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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| 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 |
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| EP0565802A1 (en) * | 1992-04-14 | 1993-10-20 | Bernard Ottenwaelder | Telescopic shore with adjustable yoke |
| CN2553980Y (en) * | 2002-07-18 | 2003-06-04 | 曹文军 | Adjustable mould |
| CN201381642Y (en) * | 2009-03-23 | 2010-01-13 | 浙江环宇建设集团有限公司 | Crossbeam beam channel joist formwork supporting system |
| CN101758549A (en) * | 2009-12-31 | 2010-06-30 | 中铁二十三局集团有限公司 | Mould for bidirectional adjustable rail supporting groove without bumping shoulder |
| CN201848913U (en) * | 2010-05-20 | 2011-06-01 | 中铁十七局集团第四工程有限公司 | Deformation controller in hole-modifying precast box girder end template span of special railway transport for passengers |
| CN201857753U (en) * | 2010-11-04 | 2011-06-08 | 中建三局建设工程股份有限公司 | Template reinforcing system of joint between fair-faced finish concrete structural beam and fair-faced finish concrete structural column |
| CN102162299A (en) * | 2011-02-23 | 2011-08-24 | 开平市优赢金属制品有限公司 | Width-and-height-adjustable quick-release top-support prefabricated mould device for buildings |
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2012
- 2012-06-05 CN CN201210182375.5A patent/CN102691412B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0565802A1 (en) * | 1992-04-14 | 1993-10-20 | Bernard Ottenwaelder | Telescopic shore with adjustable yoke |
| CN2553980Y (en) * | 2002-07-18 | 2003-06-04 | 曹文军 | Adjustable mould |
| CN201381642Y (en) * | 2009-03-23 | 2010-01-13 | 浙江环宇建设集团有限公司 | Crossbeam beam channel joist formwork supporting system |
| CN101758549A (en) * | 2009-12-31 | 2010-06-30 | 中铁二十三局集团有限公司 | Mould for bidirectional adjustable rail supporting groove without bumping shoulder |
| CN201848913U (en) * | 2010-05-20 | 2011-06-01 | 中铁十七局集团第四工程有限公司 | Deformation controller in hole-modifying precast box girder end template span of special railway transport for passengers |
| CN201857753U (en) * | 2010-11-04 | 2011-06-08 | 中建三局建设工程股份有限公司 | Template reinforcing system of joint between fair-faced finish concrete structural beam and fair-faced finish concrete structural column |
| CN102162299A (en) * | 2011-02-23 | 2011-08-24 | 开平市优赢金属制品有限公司 | Width-and-height-adjustable quick-release top-support prefabricated mould device for buildings |
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| Publication number | Publication date |
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| CN102691412A (en) | 2012-09-26 |
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