CN218933848U - Quick strutting arrangement of prefabricated superimposed sheet of assembled building - Google Patents
Quick strutting arrangement of prefabricated superimposed sheet of assembled building Download PDFInfo
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- CN218933848U CN218933848U CN202123045712.XU CN202123045712U CN218933848U CN 218933848 U CN218933848 U CN 218933848U CN 202123045712 U CN202123045712 U CN 202123045712U CN 218933848 U CN218933848 U CN 218933848U
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- square steel
- pole setting
- steel pipe
- superimposed sheet
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Abstract
The application discloses quick strutting arrangement of prefabricated superimposed sheet of prefabricated building relates to prefabricated building technical field, including supporting the pole setting, the lower extreme of supporting the pole setting articulates there is first square steel, it has the circular steel pipe of location that the slope set up to articulate between first square steel and the support pole setting, the top of supporting the pole setting articulates there is the second square steel, and it has the flexible circular steel pipe that the slope set up to articulate between second square steel and the support pole setting, the device can effectively accelerate prefabricated superimposed sheet braced system and install and remove time, reduce three steel tool lease expenses, thereby accelerate the construction progress, improve braced system turnover, practice thrift the cost expenditure, according to the atress characteristics of prefabricated superimposed sheet, find the atress balancing point, reduce braced system under satisfying intensity, rigidity, stability prerequisite, adopt the local support atress point, reach prefabricated superimposed sheet and satisfy the requirement of upper strata cast in situ concrete stability.
Description
Technical Field
The utility model relates to the technical field of assembled buildings, in particular to a rapid supporting device for prefabricated laminated slabs of an assembled building.
Background
If the traditional steel pipe fastener is adopted in the support system of the prefabricated laminated plate to fill the hall frame, the time for erecting and dismantling the support frame is long, and the advantage of saving the construction period of prefabricated assembly is not reflected. According to the stress characteristics of the prefabricated laminated slab, a stress balance point is found, a supporting system is reduced on the premise of meeting the strength, rigidity and stability, and the requirement of the prefabricated laminated slab on the stability of pouring upper-layer cast-in-place concrete is met by adopting local supporting stress points, so that labor cost, three-steel tool lease cost and reasonable compression period are reduced.
The traditional construction method has the following defects:
the supporting system of prefabricated laminated plates of the assembled building adopts the traditional steel pipe full-hall frame to set up and dismantle time consuming longer, labor cost and three-steel tool lease cost are high, and the wheel buckle type scaffold is adopted to accelerate the assembly and disassembly speed, but still needs full-hall setting up, construction period and cost are not effectively controlled, the assembled advantage is difficult to embody, and the popularization of the assembled building is hindered.
Disclosure of Invention
In order to solve the above-mentioned problems, the present utility model provides a rapid supporting device for prefabricated laminated slabs of prefabricated construction.
The utility model provides a rapid supporting device for prefabricated laminated slabs of an assembled building, which adopts the following technical scheme:
the utility model provides an assembled building prefabricated laminated slab quick support device, includes the support pole setting, the lower extreme of support pole setting articulates there is first square steel, and it has the circular steel pipe of location that the slope set up to articulate between first square steel and the support pole setting, and the top of support pole setting articulates there is the second square steel, and articulates there is the flexible circular steel pipe that the slope set up between second square steel and the support pole setting.
Through adopting above-mentioned technical scheme, support the pole setting and can fix through the second square steel, and the second square steel can carry out the angle modulation through flexible circular steel pipe, when support the pole setting fixed back, first square steel can support the superimposed sheet, and location circular steel pipe can adjust the angle of first square steel.
Optionally, the upper end of supporting the pole setting is connected with first circular steel pipe, and the lower extreme of supporting the pole setting is connected with the circular steel pipe of second, is connected with first adjustable bolt between circular steel pipe of first and the circular steel pipe of second.
Through adopting above-mentioned technical scheme, support the pole setting and constitute by first circular steel pipe and second circular steel pipe to be connected with first adjustable bolt between the two, can be according to the high height-adjusting support pole setting of floor.
Optionally, the middle of the circular steel pipe of location is connected through the adjustable bolt of second to circular steel pipe of location is triangle-shaped structure setting, and circular steel pipe of location and first party steel set up into three groups.
Through adopting above-mentioned technical scheme, the length of the circular steel pipe of location can be adjusted to the adjustable bolt of second to location circular steel pipe sets up for triangle-shaped structure with first square steel, can carry out the slope to the support pole setting on first square steel and support, strengthens holistic stability.
Optionally, the one side welding that the pole setting was kept away from to the second square steel has the connection lug, and flexible circular steel pipe is articulated with the second square steel through the connection lug, and the second square steel is articulated mutually with the pole setting that supports through the connecting hole to the side of second square steel and first square steel is provided with the horizontal bead, and the rubber pad has still been laid to the top surface of second square steel.
Through adopting above-mentioned technical scheme, the rubber pad of laying of second square steel top surface can prevent the superimposed sheet damage, and the horizontal pearl of setting is then used for the level to adjust for whole maintenance maintains stability on same level, conveniently supports the superimposed sheet fast simultaneously.
Optionally, the middle of the telescopic round steel tube is connected through a third adjustable bolt.
By adopting the technical scheme, the length of the telescopic round steel tube can be adjusted through the third adjustable bolt.
Optionally, the telescopic round steel tube and the second square steel are arranged into four groups, and the second square steel is in a cross-shaped structure subsection.
By adopting the technical scheme, the stress area of the second square steel under the laminated slab can be increased, and the laminated slab can be kept stable.
In summary, the present utility model includes at least one of the following beneficial effects:
the device can effectively accelerate the installation and disassembly time of the prefabricated laminated slab supporting system, and reduce the renting cost of three steel tools, so that the construction progress is accelerated, the turnover rate of the supporting system is improved, and the cost expenditure is saved. The adoption of the rapid support device for the prefabricated laminated slab can reduce the erection time of an original 2.5-day support system to 1 day, and the rapid support device for the prefabricated laminated slab can carry out line production simultaneously with the hoisting of the laminated slab, so that the construction period is greatly saved, stress balance points are found according to the stress characteristics of the prefabricated laminated slab, the support system is reduced on the premise of meeting the strength, the rigidity and the stability, and the requirement of the prefabricated laminated slab on the stability of cast-in-place concrete at the upper layer is met by adopting local support stress points.
Drawings
FIG. 1 is a schematic view of the overall structure of the present utility model;
FIG. 2 is a top view of the support pole and second square steel of the present utility model;
fig. 3 is a side view of a second square steel according to the utility model.
Reference numerals illustrate:
100. supporting the upright rod; 101. a first round steel pipe; 102. a second round steel pipe; 103. a first adjustable bolt; 200. a first square steel; 300. positioning a round steel pipe; 301. a second adjustable bolt; 400. a second square steel; 401. a connecting lug; 402. a connection hole; 403. horizontal beads; 404. a rubber pad; 500. a telescopic circular steel tube; 501. and a third adjustable bolt.
Detailed Description
The utility model is described in further detail below with reference to fig. 1-3.
Referring to fig. 1-3, an embodiment of the present utility model is provided: the utility model provides a prefabricated superimposed sheet quick support device of assembled building, including supporting pole setting 100, the lower extreme of supporting pole setting 100 articulates there is first square steel 200, it has the circular steel pipe 300 of location that the slope set up to articulate between first square steel 200 and the supporting pole setting 100, the top of supporting pole setting 100 articulates there is second square steel 400, and it has the flexible circular steel pipe 500 of slope set up to articulate between second square steel 400 and the supporting pole setting 100, the upper end of supporting pole setting 100 is connected with first circular steel pipe 101, the lower extreme of supporting pole setting 100 is connected with second circular steel pipe 102, be connected with first adjustable bolt 103 between first circular steel pipe 101 and the second circular steel pipe 102, the centre of location circular steel pipe 300 is connected through second adjustable bolt 301, and location circular steel pipe 300 is triangle-shaped structure setting, location circular steel pipe 300 sets up to three groups with first square steel 200, one side welding that second square steel 400 kept away from supporting pole setting 100 has connection lug 401, flexible circular steel pipe 500 articulates with second square steel 400 through connection lug 401, second square steel 400 articulates through connecting hole 402 with supporting pole setting 100, and second square steel 400 is connected with second square steel 400 through the cross-shaped steel pipe 403, and second square steel 400 is equipped with the square steel 400 and is the square steel 400 is the adjustable bolt 500 side of setting up of cross-shaped steel bridge piece, the top surface is still, the square steel 400 is connected with the square steel 400 is round steel bridge piece 500, the top surface is round down.
The supporting upright 100 is composed of a first round steel pipe 101 and a second round steel pipe 102, a first adjustable bolt 103 is connected between the first round steel pipe 101 and the second round steel pipe 102, the height of the supporting upright 100 can be adjusted according to the height of a floor, three groups of positioning round steel pipes 300 at the bottom are arranged in a triangular structure, the supporting upright 100 can be obliquely supported on the first square steel 200, the overall stability is enhanced, and the positioning round steel pipes 300 can be adjusted in length through the second adjustable bolt 301 when the supporting angle is adjusted, when the angle of the second square steel 400 needs to be adjusted, the length of the telescopic round steel pipe 500 can be adjusted firstly through the third adjustable bolt 501, then the second square steel 400 is adjusted in angle through the telescopic round steel pipe 500 according to the size of the laminated plate, a rubber pad 404 laid on the top surface of the second square steel 400 can prevent the laminated plate from being damaged, and the set horizontal beads 403 are used for horizontal adjustment, so that the stability is maintained on the same level as a whole, and meanwhile, the laminated plate can be conveniently and rapidly supported.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (6)
1. The utility model provides a prefabricated superimposed sheet quick strutting arrangement of assembled building, includes support pole setting (100), its characterized in that: the lower extreme of support pole setting (100) articulates there is first square steel (200), articulates between first square steel (200) and support pole setting (100) has circular steel pipe (300) of location that the slope set up, and the top of support pole setting (100) articulates there is second square steel (400), and articulates between second square steel (400) and the support pole setting (100) has flexible circular steel pipe (500) that the slope set up.
2. The rapid supporting device for prefabricated building superimposed sheet according to claim 1, wherein: the upper end of the supporting vertical rod (100) is connected with a first round steel pipe (101), the lower end of the supporting vertical rod (100) is connected with a second round steel pipe (102), and a first adjustable bolt (103) is connected between the first round steel pipe (101) and the second round steel pipe (102).
3. The rapid supporting device for prefabricated building superimposed sheet according to claim 1, wherein: the middle of the positioning round steel pipe (300) is connected through a second adjustable bolt (301), the positioning round steel pipe (300) is arranged in a triangular structure, and the positioning round steel pipe (300) and the first steel (200) are arranged in three groups.
4. The rapid supporting device for prefabricated building superimposed sheet according to claim 1, wherein: one side that support pole setting (100) was kept away from to second square steel (400) is welded and is had connection lug (401), and flexible circular steel pipe (500) are articulated with second square steel (400) through connection lug (401), and second square steel (400) are articulated with support pole setting (100) through connecting hole (402) to the side of second square steel (400) and first square steel (200) is provided with horizontal pearl (403), and rubber pad (404) have still been laid to the top surface of second square steel (400).
5. The rapid supporting device for prefabricated building superimposed sheet according to claim 1, wherein: the middle of the telescopic round steel tube (500) is connected through a third adjustable bolt (501).
6. The rapid supporting device for prefabricated building superimposed sheet according to claim 1, wherein: the telescopic round steel pipes (500) and the second square steel (400) are arranged into four groups, and the second square steel (400) is in a cross-shaped structure subsection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123045712.XU CN218933848U (en) | 2021-12-06 | 2021-12-06 | Quick strutting arrangement of prefabricated superimposed sheet of assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123045712.XU CN218933848U (en) | 2021-12-06 | 2021-12-06 | Quick strutting arrangement of prefabricated superimposed sheet of assembled building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218933848U true CN218933848U (en) | 2023-04-28 |
Family
ID=86085775
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123045712.XU Active CN218933848U (en) | 2021-12-06 | 2021-12-06 | Quick strutting arrangement of prefabricated superimposed sheet of assembled building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218933848U (en) |
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2021
- 2021-12-06 CN CN202123045712.XU patent/CN218933848U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 030032 No. 8, Xinhua Road, Tanghuai Industrial Park, Shanxi transformation and comprehensive reform demonstration zone, Taiyuan City, Shanxi Province Patentee after: Shanxi Installation Group Co.,Ltd. Address before: 030032 No.8, Xinhua Road, Tanghuai Park, Taiyuan comprehensive reform demonstration zone, Taiyuan City, Shanxi Province Patentee before: SHANXI INDUSTRIAL EQUIPMENT INSTALLATION GROUP Co.,Ltd. |
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| CP03 | Change of name, title or address |