CN211007250U - Combined steel bar truss floor support plate - Google Patents
Combined steel bar truss floor support plate Download PDFInfo
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- CN211007250U CN211007250U CN201921676378.8U CN201921676378U CN211007250U CN 211007250 U CN211007250 U CN 211007250U CN 201921676378 U CN201921676378 U CN 201921676378U CN 211007250 U CN211007250 U CN 211007250U
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- upper plate
- building carrier
- carrier plate
- plate upper
- steel bar
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Abstract
The utility model discloses a modular steel bar truss building carrier plate belongs to building engineering equipment technical field. The utility model provides a modular steel bar truss building carrier plate, includes first building carrier plate upper plate and second building carrier plate upper plate, first screw hole has been seted up to one side of first building carrier plate upper plate, the inside threaded connection of first screw hole has first screw rod, the second screw hole has been seted up to the opposite side of first building carrier plate upper plate, the inside threaded connection of second screw hole has the second screw rod, the bottom fixedly connected with lug of first building carrier plate upper plate. This combination formula steel bar truss building carrier plate because connecting block hinged joint is in the inside of hinge, and after first building carrier plate upper plate and second building carrier plate upper plate are connected through spout and slider, the closed connecting block of staff for connecting bolt's one end inserts the inside of the bolt hole that second building carrier plate upper plate was seted up, and then reaches fixed effect.
Description
Technical Field
The utility model relates to a building engineering equipment technical field especially relates to a modular steel bar truss building carrier plate.
Background
A steel bar truss floor bearing plate is formed by steel bars, trusses and floor bearing plates, is improved on the basis of a profiling floor bearing plate and is a novel building material, the steel bar truss is formed and processed in a background processing field, the length can be prefabricated, rust removing and rust preventing process technologies such as sheet metal welding, silanization, pure manganese phosphorization, washing drying, galvanization and the like are adopted, a rust preventing film is wound and sealed, the truss floor bearing plate is placed at a correct position firstly in site construction, support steel bars are welded, studs are welded, the site steel bars are placed for binding, concrete is poured after customer acceptance, visual inspection and measurement are carried out, batch products need factory inspection pass certificates, the flatness of the plate is less than 3mm, obvious unevenness and distortion cannot be caused, the thickness of a galvanized layer is more than 120g, the surface of the plate cannot be scratched or scratched, two-treasure welding slag remains, welding spots are firmly dissolved, false welding cannot be caused, Welding deviation and missing welding. The surface of the product can not influence the pollutants of cement solidification, and the packaging antirust plastic film can not be oxidized, and the product can be stored in a dark place and packaged perfectly. The diameter of the steel bar is up to standard.
Present combination formula steel bar truss building carrier plate, when the staff makes up each building carrier plate and connects, adopt welded form to connect generally, not only make the staff need higher work experience and accumulation, lead to nimble not good problem, and the staff is when welding it, the welding rod will produce a large amount of black cigarette, cause certain destruction to the environment on every side, constructor should use the building carrier plate of different thickness in the construction field of difference simultaneously, how to bear the plate thickness to the building and carry out the split in the construction field of difference, also be a problem that needs the solution.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of poor flexibility in the prior art and providing a modular steel bar truss building carrier plate.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a modular steel bar truss building carrier plate, includes first building carrier plate upper plate and second building carrier plate upper plate, first screw hole has been seted up to one side of first building carrier plate upper plate, the inside threaded connection of first screw hole has first screw rod, the second screw hole has been seted up to the opposite side of first building carrier plate upper plate, the inside threaded connection of second screw hole has the second screw rod, the bottom fixedly connected with lug of first building carrier plate upper plate, the equal threaded connection of one end of first screw rod and second screw rod has first building carrier plate hypoplastron.
Preferably, a groove is formed in the lower plate of the first floor support plate, and the groove is rectangular.
Preferably, the spout has been seted up to one side of first building carrier plate upper plate, the edge of first building carrier plate upper plate one side is provided with the hinge.
Preferably, one side of the hinge is hinged with a connecting block, and one side of the connecting block is in threaded connection with a connecting bolt.
Preferably, one side fixedly connected with slider of second building carrier plate upper plate, just the shape of slider is the rectangle, the bolt hole has been seted up to one side that second building carrier plate upper plate is close to the slider.
Preferably, a third threaded hole is formed in one side of the second floor bearing plate upper plate, a third screw rod is connected to the inner thread of the third threaded hole, a fourth threaded hole is formed in the other side of the second floor bearing plate upper plate, and a fourth screw rod is connected to the inner thread of the fourth threaded hole.
Compared with the prior art, the utility model provides a modular steel bar truss building carrier plate possesses following beneficial effect:
1. the utility model discloses, through first building carrier plate upper plate, a sliding groove, a hinge, the connecting block, connecting bolt, cooperation setting between second building carrier plate upper plate and the slider, can make this device when using, slider sliding connection that the staff is connected second building carrier plate upper plate one side to the inside of the spout that first building carrier plate one side was seted up, because connecting block hinged joint is in the inside of hinge, after first building carrier plate upper plate and second building carrier plate upper plate are connected through spout and slider, the closed connecting block of staff, make connecting bolt's one end insert the inside of the bolt hole that second building carrier plate upper plate was seted up, and then reach fixed effect, and then make this device need not fix first building carrier plate upper plate and second building carrier plate upper plate through the welded form, the flexibility of this device has been improved.
2. The utility model discloses, through the cooperation setting between first building carrier plate upper plate, first screw rod, second screw rod, lug, first building carrier plate hypoplastron and the recess, can make this device when using, the not hard up first screw rod of staff and second screw rod can be dismantled first building carrier plate upper plate and first building carrier plate hypoplastron to make the staff increase or reduce the thickness of this device, and then the effectual flexibility that improves this device.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the groove structure of the present invention;
FIG. 3 is an enlarged schematic view of the structure at A of FIG. 1 according to the present invention;
FIG. 4 is a schematic view of the slider structure of the present invention;
fig. 5 is a schematic diagram of the second floor support plate upper plate structure of the present invention.
In the figure: 1. a first floor support plate upper plate; 2. a first screw; 3. a second screw; 4. a bump; 5. a first deck lower plate; 6. a groove; 7. a chute; 8. a hinge; 9. connecting blocks; 10. a connecting bolt; 11. a second floor support plate upper plate; 12. a slider; 13. a third screw; 14. and a fourth screw.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-5, a combined steel bar truss floor support plate comprises a first floor support plate upper plate 1 and a second floor support plate upper plate 11, wherein one side of the first floor support plate upper plate 1 is provided with a first threaded hole, the inside of the first threaded hole is in threaded connection with a first screw 2, the other side of the first floor support plate upper plate 1 is provided with a second threaded hole, the inside of the second threaded hole is in threaded connection with a second screw 3, the bottom of the first floor support plate upper plate 1 is fixedly connected with a lug 4, one end of each of the first screw 2 and the second screw 3 is in threaded connection with a first floor support plate lower plate 5, the inside of the first floor support plate lower plate 5 is provided with a groove 6, the groove 6 is rectangular in shape, and when the device is used, through the matching arrangement of the first floor support plate upper plate 1, the first screw 2, the second screw 3, the lug 4, the first floor support plate 5 and the groove 6, staff not hard up first screw rod 2 and second screw rod 3 can be dismantled first building carrier plate upper plate 1 and first building carrier plate hypoplastron 5, thereby make the staff increase or reduce the thickness of this device, and then the effectual flexibility that improves this device, spout 7 has been seted up to one side of first building carrier plate upper plate 1, the edge of 1 one side of first building carrier plate upper plate is provided with hinge 8, one side hinged joint of hinge 8 has connecting block 9, one side threaded connection of connecting block 9 has connecting bolt 10, one side fixedly connected with slider 12 of second building carrier plate upper plate 11, and the shape of slider 12 is the rectangle, through first building carrier plate upper plate 1, spout 7, hinge 8, connecting block 9, connecting bolt 10, cooperation setting between second building carrier plate upper plate 11 and the slider 12, can make this device when using, the staff is with the slider 12 sliding connection that second building carrier plate upper plate 11 one side is connected to the smooth that first building carrier plate 1 one side was seted up of slide connection Inside the groove 7, since the connecting block 9 is hinge-connected inside the hinge 8, when the first deck upper plate 1 and the second deck upper plate 11 are connected through the sliding groove 7 and the slider 12, the worker closes the connecting block 9, so that one end of the connecting bolt 10 is inserted into the bolt hole formed in the upper plate 11 of the second floor deck, and then reach fixed effect, and then make this device need not fix first building carrier plate upper plate 1 and second building carrier plate upper plate 11 through welded form, the flexibility of this device has been improved, second building carrier plate upper plate 11 is close to one side of slider 12 and has seted up the bolt hole, third screw hole has been seted up to one side of second building carrier plate upper plate 11, the inside threaded connection of third screw hole has third screw rod 13, fourth screw hole has been seted up to the opposite side of second building carrier plate upper plate 11, the inside threaded connection of fourth screw hole has fourth screw rod 14.
In the utility model, when the device is used, the worker can disassemble the first floor bearing plate upper plate 1 and the first floor bearing plate lower plate 5 by loosening the first screw 2 and the second screw 3 through the matching arrangement among the first floor bearing plate upper plate 1, the first screw 2, the second screw 3, the lug 4, the first floor bearing plate lower plate 5 and the groove 6, thereby increasing or reducing the thickness of the device, and further effectively improving the flexibility of the device, and when the device is used, the worker can connect the slide block 12 connected to one side of the second floor bearing plate upper plate 11 to the inside of the slide groove 7 arranged on one side of the first floor bearing plate upper plate 1 in a sliding way through the matching arrangement among the first floor bearing plate upper plate 1, the slide groove 7, the hinge 8, the connecting block 9, the connecting bolt 10, the second floor bearing plate upper plate 11 and the slide block 12, because 9 hinged joint of connecting block is in hinge 8's inside, after first building carrier plate upper plate 1 and second building carrier plate upper plate 11 pass through spout 7 and slider 12 and connect, staff's closed connecting block 9 for the inside of the bolt hole that second building carrier plate upper plate 11 was seted up is inserted to connecting bolt 10's one end, and then reach fixed effect, and then make this device need not fix first building carrier plate upper plate 1 and second building carrier plate upper plate 11 through the welded form, the flexibility of this device has been improved.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a modular steel bar truss building carrier plate, includes first building carrier plate upper plate (1) and second building carrier plate upper plate (11), its characterized in that, first screw hole has been seted up to one side of first building carrier plate upper plate (1), the inside threaded connection of first screw hole has first screw rod (2), the second screw hole has been seted up to the opposite side of first building carrier plate upper plate (1), the inside threaded connection of second screw hole has second screw rod (3), bottom fixedly connected with lug (4) of first building carrier plate upper plate (1), the equal threaded connection of one end of first screw rod (2) and second screw rod (3) has first building carrier plate (5).
2. The combined type steel bar truss floor deck according to claim 1, wherein a groove (6) is formed in the first floor deck lower plate (5), and the groove (6) is rectangular.
3. The combined type steel bar truss floor deck according to claim 1, wherein a sliding groove (7) is formed in one side of the first floor deck upper plate (1), and a hinge (8) is arranged at the edge of one side of the first floor deck upper plate (1).
4. The modular steel bar truss floor deck according to claim 3, wherein a connecting block (9) is hinged to one side of the hinge (8), and a connecting bolt (10) is screwed to one side of the connecting block (9).
5. The modular steel bar truss floor deck according to claim 1, wherein a sliding block (12) is fixedly connected to one side of the second floor deck upper plate (11), the sliding block (12) is rectangular, and a bolt hole is formed in one side of the second floor deck upper plate (11) close to the sliding block (12).
6. The combined type steel bar truss floor bearing plate according to claim 1, wherein a third threaded hole is formed in one side of the second floor bearing plate upper plate (11), a third screw (13) is connected to the third threaded hole through internal threads, a fourth threaded hole is formed in the other side of the second floor bearing plate upper plate (11), and a fourth screw (14) is connected to the fourth threaded hole through internal threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921676378.8U CN211007250U (en) | 2019-10-09 | 2019-10-09 | Combined steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921676378.8U CN211007250U (en) | 2019-10-09 | 2019-10-09 | Combined steel bar truss floor support plate |
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| Publication Number | Publication Date |
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| CN211007250U true CN211007250U (en) | 2020-07-14 |
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| CN201921676378.8U Active CN211007250U (en) | 2019-10-09 | 2019-10-09 | Combined steel bar truss floor support plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142606A (en) * | 2022-07-25 | 2022-10-04 | 江苏昊钢建筑科技有限公司 | Compound reinforcing disassembly-free formwork based on steel bar truss floor support plate |
-
2019
- 2019-10-09 CN CN201921676378.8U patent/CN211007250U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142606A (en) * | 2022-07-25 | 2022-10-04 | 江苏昊钢建筑科技有限公司 | Compound reinforcing disassembly-free formwork based on steel bar truss floor support plate |
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