CN103669835B - A kind of support post and mounting method thereof adopting the top mould system of Bailey bracket - Google Patents
A kind of support post and mounting method thereof adopting the top mould system of Bailey bracket Download PDFInfo
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- CN103669835B CN103669835B CN201310677152.0A CN201310677152A CN103669835B CN 103669835 B CN103669835 B CN 103669835B CN 201310677152 A CN201310677152 A CN 201310677152A CN 103669835 B CN103669835 B CN 103669835B
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Abstract
The present invention relates to a kind of support post and the mounting method thereof adopting the top mould system of Bailey bracket for Super High Core Walls Structure, it is characterized in that: it comprises Bailey bracket column cap connector, upper support lattice column and lower support lattice column, described lower support lattice column is arranged on the hydraulic pressure support case beam of hydraulic jacking system, described upper support lattice column is fixedly connected on the upper end of lower support lattice column, and described Bailey bracket column cap connector is fixedly connected on the upper end of upper support lattice column; Described Bailey bracket column cap connector is positive rectangular structure (namely going up bottom surface for square), the two ends up and down of four sides of Bailey bracket column cap connector are respectively provided with multiple connector male and female connector matched with Bailey bracket male and female connector, connector male and female connector offers connecting pin bores, for being connected with Bailey bracket by shellfish thunder plunger.Bailey bracket and hydraulic jacking system can couple together by the present invention conveniently and solidly.
Description
Technical field
The present invention relates to a kind of support post adopting the top mould system of Bailey bracket for Super High Core Walls Structure, be specifically related to a kind of support post and the mounting method thereof that adopt the top mould system of Bailey bracket.
Background technology
Currently be in the highrise building high-speed developing period, more and more higher building continues to bring out, and the utilization of backform system in Super High concrete structure construction is more and more universal.The component that top mould system adopts is steel work, and cost is high and at the bottom of recycling rate of waterused, in order to improve the versatility of top mould system steel structure member, convenience, lightness, standardization, generally all adopts now the top mould system of similar Bailey bracket.And existing backform steel platform structure truss adopts i iron or other shaped steel to weld knot with reference to Bailey bracket form of structure (stress form) to form, the backform steel structure truss of this stress form need process in factory's customization, and design is long with the process-cycle.Therefore use standard type Bailey bracket (actual adopt 200 types) to purchase, have enough to meet the need easy-to-use, backform system truss use cost can be reduced greatly, shorten design cycle, production cycle and installation period.And existing backform truss support connection device for upright posts cannot be connected with standard type finished product Bailey bracket, can only be connected with special steel structure truss (or adopting section steel manufacture to become Bailey bracket structural form).
Summary of the invention
The object of the present invention is to provide a kind of support post and the mounting method thereof that adopt the top mould system of Bailey bracket, standard type Bailey bracket and hydraulic jacking system can couple together by this support post conveniently and solidly.
For achieving the above object, the technical solution used in the present invention is:
A kind of support post adopting the top mould system of Bailey bracket, it is characterized in that: it comprises Bailey bracket column cap connector, upper support lattice column and lower support lattice column, described lower support lattice column is arranged on the hydraulic pressure support case beam of hydraulic jacking system, described upper support lattice column is fixedly connected on the upper end of lower support lattice column, and described Bailey bracket column cap connector is fixedly connected on the upper end of upper support lattice column; Described Bailey bracket column cap connector is positive rectangular structure (namely going up bottom surface for square), the two ends up and down of four sides of Bailey bracket column cap connector are respectively provided with multiple connector male and female connector matched with Bailey bracket male and female connector, connector male and female connector offers connecting pin bores, for being connected with Bailey bracket by shellfish thunder plunger.
Described Bailey bracket column cap connector comprises two foursquare junction plates and a square lattice column; Wherein two limits of each junction plate are evenly provided with four connector famale connectors, remaining two limits are all evenly provided with four connector male contacts; Two junction plates are separately fixed at the two ends up and down of square lattice column, and the correspondence that is parallel to each other.
Two limits relative on described junction plate are respectively equipped with connector famale connector and connector male contact.
The described junction plate being positioned at square lattice column lower end is evenly distributed with multiple bolt hole, the upper end of described upper support lattice column is welded with one piece of junction steel plate, described junction steel plate is distributed with the bolt hole corresponding with above-mentioned junction plate upper bolt hole position number, and above-mentioned junction steel plate and above-mentioned junction plate are bolted to connection.
The center of described junction plate offers a circular opening.
Described upper support lattice column with between lower support lattice column and Bailey bracket column cap connector be all connected by high-strength bolt with between upper support lattice column.
Described junction plate is for adding steel plate integrated formed structure or forming by adding steel plate cutting.
Adopt a mounting method for the support post of the top mould system of Bailey bracket, it is characterized in that comprising the following steps:
1) support post is assembled: Bailey bracket column cap connector, upper support lattice column are fixedly connected with by high-strength bolt from top to bottom successively with lower support lattice column, form whole support post;
2) fixed support column: whole support post is being stood on the hydraulic pressure support case beam of hydraulic jacking system, and with bolt, lower support lattice column is fixed on hydraulic pressure support case beam;
3) Bailey bracket is installed: the famale connector of Bailey bracket one end or male contact are snapped in connector male contact on junction plate or connector famale connector, then by the connecting pin bores that shellfish thunder plunger is passed on connecting pin bores on Bailey bracket famale connector or male contact and junction plate connector male contact or connector famale connector simultaneously, both is fixed;
4) repeat 3) step all Bailey brackets are all fixed on junction plate.
The present invention's beneficial effect is compared with prior art:
1, the present invention is connected with standard type Bailey bracket by the connector male and female connector on four sides of Bailey bracket column cap connector, can this Bailey bracket and hydraulic jacking system be coupled together conveniently and solidly.
2, between upper support lattice column of the present invention and lower support lattice column and between Bailey bracket column cap connector and upper support lattice column all by high-strength bolt level connection joint, existing linkage of comparing adopts the mode of vertical steel crab bolt or welding, and this support post splits simple and easy.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention.
Fig. 2 is decomposition texture schematic diagram of the present invention.
Fig. 3 is the structural representation of Bailey bracket column cap connector.
Fig. 4 is the A-A direction view of Bailey bracket column cap connector in Fig. 3.
Fig. 5 is the schematic perspective view of Bailey bracket.
Fig. 6 is using state schematic diagram of the present invention.
Description of reference numerals: 1-Bailey bracket column cap connector; 2-upper support lattice column; 3-lower support lattice column; 4-Bailey bracket; 5-hydraulic pressure support case beam; 6-junction plate; The square lattice column of 7-; 8-connector famale connector; 9-connector male contact.
Detailed description of the invention
Technical scheme for a better understanding of the present invention, is further detailed the present invention below by embodiment and accompanying drawing.
A kind of support post adopting the top mould system of Bailey bracket, as shown in Figure 1, Figure 2 with shown in Fig. 6, it comprises Bailey bracket column cap connector 1, upper support lattice column 2 and lower support lattice column 3, described lower support lattice column 3 is arranged on the hydraulic pressure support case beam 5 of hydraulic jacking system, described upper support lattice column 2 is fixedly connected on the upper end of lower support lattice column 3, and described Bailey bracket column cap connector 1 is fixedly connected on the upper end of upper support lattice column 2; Described Bailey bracket column cap connector 1 is positive rectangular structure (namely going up bottom surface for square), the two ends up and down of four sides of Bailey bracket column cap connector 1 are respectively provided with multiple connector male and female connector matched with Bailey bracket 4 male and female connector, connector male and female connector offers connecting pin bores, for being connected with Bailey bracket 4 by shellfish thunder plunger.
As shown in Figure 3 and Figure 4, described Bailey bracket column cap connector 1 comprises two foursquare junction plates 6 and a square lattice column 7; Wherein two limits of each junction plate 6 are evenly provided with four connector famale connectors 8, remaining two limits are all evenly provided with four connector male contacts 9; Two junction plates 6 are separately fixed at the two ends up and down of square lattice column 7, and the correspondence that is parallel to each other (two junction plates 6 can be weldingly fixed on square lattice column 7).
Two limits relative on described junction plate 6 are respectively equipped with connector famale connector 8 different with the connector male and female connector of opposite side on connector male contact 9(and square junction plate 6).
The described junction plate 6 being positioned at square lattice column 7 lower end is evenly distributed with multiple bolt hole, the upper end of described upper support lattice column 2 is welded with one piece of junction steel plate, described junction steel plate is distributed with the bolt hole corresponding with above-mentioned junction plate 6 upper bolt hole position number, and above-mentioned junction steel plate and above-mentioned junction plate 6 are bolted to connection.
The center of described junction plate 6 offers a circular opening.
Described upper support lattice column 2 with between lower support lattice column 3 and Bailey bracket column cap connector 1 be all connected by high-strength bolt with between upper support lattice column 2.
Described junction plate 6 is for adding steel plate integrated formed structure or forming by adding steel plate cutting.
As shown in Figure 5, described Bailey bracket 4 is conventional structure, and there is male and female connector the end of top-bottom chord, and male and female connector is provided with connecting pin bores.
Adopt a mounting method for the support post of the top mould system of Bailey bracket, it is characterized in that comprising the following steps:
1) support post is assembled: Bailey bracket column cap connector 1, upper support lattice column 2 are fixedly connected with by high-strength bolt from top to bottom successively with lower support lattice column 3, form whole support post;
2) fixed support column: whole support post is being stood on the hydraulic pressure support case beam 5 of hydraulic jacking system, and with high-strength bolt, lower support lattice column 3 is fixed on hydraulic pressure support case beam 5;
3) Bailey bracket 4 is installed: the famale connector of Bailey bracket 4 one end or male contact are snapped in connector male contact 9 on junction plate 6 or connector famale connector 8, then by the connecting pin bores that shellfish thunder plunger is passed on connecting pin bores on Bailey bracket 4 famale connector or male contact and junction plate 6 connector male contact 9 or connector famale connector 8 simultaneously, both is fixed;
4) repeat 3) step all Bailey brackets 4 are all fixed on junction plate 6.
Above embodiment is only the preferred version of the present invention; but not limitation of the present invention; person skilled in the relevant technique; without departing from the spirit and scope of the present invention; various conversion or modification can also be made; therefore all equivalent technical schemes, all fall into protection scope of the present invention.
Claims (8)
1. one kind adopts the support post of the top mould system of Bailey bracket, it is characterized in that: it comprises Bailey bracket column cap connector (1), upper support lattice column (2) and lower support lattice column (3), described lower support lattice column (3) is arranged on the hydraulic pressure support case beam (5) of hydraulic jacking system, described upper support lattice column (2) is fixedly connected on the upper end of lower support lattice column (3), and described Bailey bracket column cap connector (1) is fixedly connected on the upper end of upper support lattice column (2); Described Bailey bracket column cap connector (1) is positive rectangular structure, namely going up bottom surface is foursquare cuboid, the two ends up and down of four sides of Bailey bracket column cap connector (1) are respectively provided with multiple connector male and female connector matched with Bailey bracket (4) male and female connector, connector male and female connector offers connecting pin bores, for being connected with Bailey bracket (4) by shellfish thunder plunger.
2. a kind of support post adopting the top mould system of Bailey bracket according to claim 1, is characterized in that: described Bailey bracket column cap connector (1) comprises two foursquare junction plates (6) and a square lattice column (7); Wherein two limits of each junction plate (6) are evenly provided with four connector famale connectors (8), remaining two limits are all evenly provided with four connector male contacts (9); Two junction plates (6) are separately fixed at the two ends up and down of square lattice column (7), and the correspondence that is parallel to each other.
3. a kind of support post adopting the top mould system of Bailey bracket according to claim 2, is characterized in that: upper two relative limits are respectively equipped with connector famale connector (8) and connector male contact (9) to described junction plate (6).
4. a kind of support post adopting the top mould system of Bailey bracket according to claim 2, it is characterized in that: described in be positioned at square lattice column (7) lower end junction plate (6) on be evenly distributed with multiple bolt hole, the upper end of described upper support lattice column (2) is welded with one piece of junction steel plate, described junction steel plate is distributed with the bolt hole corresponding with above-mentioned junction plate (6) upper bolt hole position number, and above-mentioned junction steel plate and above-mentioned junction plate (6) are bolted to connection.
5. a kind of support post adopting the top mould system of Bailey bracket according to claim 2, is characterized in that: the center of described junction plate (6) offers a circular opening.
6. a kind of support post adopting the top mould system of Bailey bracket according to claim 1 or 4, is characterized in that: described upper support lattice column (2) is all connected by high-strength bolt with between lower support lattice column (3) and between Bailey bracket column cap connector (1) with upper support lattice column (2).
7. a kind of support post adopting the top mould system of Bailey bracket according to claim 2, is characterized in that: described junction plate (6) is for adding steel plate integrated formed structure or forming by adding steel plate cutting.
8. adopt a mounting method for the support post of the top mould system of Bailey bracket, it is characterized in that comprising the following steps:
1) support post is assembled: Bailey bracket column cap connector (1), upper support lattice column (2) are fixedly connected with by high-strength bolt from top to bottom successively with lower support lattice column (3), form whole support post;
Described Bailey bracket column cap connector (1) comprises two foursquare junction plates (6) and a square lattice column (7); Wherein two limits of each junction plate (6) are evenly provided with four connector famale connectors (8), remaining two limits are all evenly provided with four connector male contacts (9); Two junction plates (6) are separately fixed at the two ends up and down of square lattice column (7), and the correspondence that is parallel to each other;
2) fixed support column: whole support post is being stood on the hydraulic pressure support case beam (5) of hydraulic jacking system, and with high-strength bolt, lower support lattice column (3) is fixed on hydraulic pressure support case beam (5);
3) Bailey bracket (4) is installed: the famale connector of Bailey bracket (4) one end or male contact are snapped in connector male contact (9) on junction plate (6) or connector famale connector (8), then by the connecting pin bores that shellfish thunder plunger is passed on connecting pin bores on Bailey bracket (4) famale connector or male contact and junction plate (6) connector male contact (9) or connector famale connector (8) simultaneously, both is fixed;
4) repeat 3) step all Bailey brackets (4) are all fixed on junction plate (6).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310677152.0A CN103669835B (en) | 2013-12-13 | 2013-12-13 | A kind of support post and mounting method thereof adopting the top mould system of Bailey bracket |
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| CN201310677152.0A CN103669835B (en) | 2013-12-13 | 2013-12-13 | A kind of support post and mounting method thereof adopting the top mould system of Bailey bracket |
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| CN103669835A CN103669835A (en) | 2014-03-26 |
| CN103669835B true CN103669835B (en) | 2016-02-17 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090975A (en) * | 2017-05-26 | 2017-08-25 | 中建五局第三建设有限公司 | Formwork erecting construction method for ultrahigh large-span concrete cast-in-place beam bailey truss |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133842A (en) * | 2015-08-31 | 2015-12-09 | 上海中建八局装饰有限责任公司 | Installation and construction method for decorative stand column |
| CN106121238A (en) * | 2016-06-28 | 2016-11-16 | 中国建筑第二工程局有限公司 | High-altitude concrete conveying device |
| CN109898849B (en) * | 2017-12-07 | 2021-03-02 | 广宏建设集团有限公司 | Support device of formwork system adopting bailey frames and using method thereof |
| CN114991439A (en) * | 2022-03-14 | 2022-09-02 | 中建八局新型建造工程有限公司 | Ultrahigh large-span umbrella-shaped support combination system and construction method thereof |
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| WO1996034152A1 (en) * | 1995-04-24 | 1996-10-31 | Vanderklaauw Peter M | Apparatus and method for a modular support and lifting system |
| CN101100902A (en) * | 2007-07-31 | 2008-01-09 | 龙信建设集团有限公司 | Inclined drawing steel truss high-supported formwork structure system and construction method thereof |
| CN102108788A (en) * | 2010-12-31 | 2011-06-29 | 华煜建设集团有限公司 | Method for constructing hanging in the air large-span support |
| CN202745351U (en) * | 2012-04-12 | 2013-02-20 | 广州协安建设工程有限公司 | Bailey truss supporting structure |
| CN103061501A (en) * | 2012-12-29 | 2013-04-24 | 中建八局第二建设有限公司 | Formwork supporting system for composite beam and floor-slab structure of building and construction method for formwork supporting system |
| CN203007814U (en) * | 2012-12-19 | 2013-06-19 | 中铁十局集团第三建设有限公司 | Connection piece used for building bailey beam truss |
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2013
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Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| WO1996034152A1 (en) * | 1995-04-24 | 1996-10-31 | Vanderklaauw Peter M | Apparatus and method for a modular support and lifting system |
| CN101100902A (en) * | 2007-07-31 | 2008-01-09 | 龙信建设集团有限公司 | Inclined drawing steel truss high-supported formwork structure system and construction method thereof |
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| CN107090975A (en) * | 2017-05-26 | 2017-08-25 | 中建五局第三建设有限公司 | Formwork erecting construction method for ultrahigh large-span concrete cast-in-place beam bailey truss |
| CN107090975B (en) * | 2017-05-26 | 2020-06-26 | 中建五局第三建设有限公司 | Formwork erecting construction method for ultrahigh large-span concrete cast-in-place beam bailey truss |
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