CN211850269U - High-strength floor support plate with reinforced stiffening ribs - Google Patents
High-strength floor support plate with reinforced stiffening ribs Download PDFInfo
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- CN211850269U CN211850269U CN201922180053.7U CN201922180053U CN211850269U CN 211850269 U CN211850269 U CN 211850269U CN 201922180053 U CN201922180053 U CN 201922180053U CN 211850269 U CN211850269 U CN 211850269U
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- connecting plate
- plate
- building carrier
- fixedly connected
- buffer
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Abstract
The utility model discloses a strengthen stiffening rib's high strength building carrier plate, including first connecting plate, building carrier plate monomer, second connecting plate and building carrier plate main part, one side of building carrier plate main part is provided with first connecting plate, one side that first connecting plate was kept away from to building carrier plate main part is provided with the second connecting plate, and evenly is provided with building carrier plate monomer in the building carrier plate main part between second connecting plate and the first connecting plate, one side that building carrier plate monomer is close to first connecting plate all is provided with the crest, one side that first connecting plate was kept away from to building carrier plate monomer all is provided with the trough. The utility model discloses an install dashpot, first buffer board, second buffer board and support frame for be convenient for through the dashpot and inside first buffer board and the second buffer board that are the cross form installation of form play good buffering resistance to compression effect, can reduce the steel material simultaneously.
Description
Technical Field
The utility model relates to a building technical field specifically is a strengthen stiffening rib's high strength building carrier plate.
Background
The steel plate for supporting the floor concrete is called a profiled steel plate, also called a floor bearing plate and a steel bearing plate, the floor bearing plate is widely used for steel structure buildings such as power plants, power equipment companies, automobile exhibition halls, steel structure factory buildings, cement storehouses, steel structure offices, airport waiting buildings, railway stations, stadiums, music halls, large theaters, large supermarkets, logistics centers, Olympic stadiums and the like, the floor bearing plate meets the requirement of main steel structure rapid construction, can provide a firm operation platform in a short time, can adopt a plurality of floors to lay the floor bearing plate, and adopts the flow construction of pouring concrete plates in layers.
In the process of implementing the present invention, the inventor finds that at least the following problems exist in the prior art and are not solved:
(1) the strength and the buffering performance of the traditional floor support plate are relatively general;
(2) the stiffening rib on the traditional floor support plate has simple structure and poor engaging force with concrete;
(3) traditional building carrier plate is mostly the integral type structure, and the inconvenient regulation of whole area.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a strengthen stiffening rib's high strength building carrier plate to solve intensity and the shock-absorbing capacity that proposes in the above-mentioned background art comparatively general, stiffening rib simple structure, with the relatively poor and inconvenient problem of adjusting of whole area of occlusal force between the concrete.
In order to achieve the above object, the utility model provides a following technical scheme: a high-strength floor bearing plate for reinforcing stiffening ribs comprises a first connecting plate, a floor bearing plate monomer, a second connecting plate and a floor bearing plate body, wherein the first connecting plate is arranged on one side of the floor bearing plate body, the second connecting plate is arranged on one side, away from the first connecting plate, of the floor bearing plate body, the floor bearing plate monomer is uniformly arranged on the floor bearing plate body between the second connecting plate and the first connecting plate, wave crests are arranged on one sides, close to the first connecting plate, of the floor bearing plate monomer, wave troughs are arranged on one sides, away from the first connecting plate, of the floor bearing plate monomer, buffer grooves are formed in the wave troughs and the wave crests, a first buffer plate and a second buffer plate are uniformly and fixedly connected in the buffer grooves, stiffening ribs are uniformly and fixedly connected at the top ends of the wave crests, at the two sides, at the bottom ends of the wave troughs and at the two sides of the stiffening ribs, and, the both sides of first stiffening block all even fixedly connected with second stiffening block, the one end that building carrier plate monomer is close to first connecting plate and the equal fixedly connected with cardboard of second connecting plate near the free one end of building carrier plate, first connecting plate is close to the free one end of building carrier plate and the one end that building carrier plate monomer is close to the second connecting plate all is provided with the draw-in groove, and the draw-in groove all with cardboard fixed connection, equal fixedly connected with splint on the first connecting plate in the draw-in groove outside and the building carrier plate monomer.
Preferably, the free one side of building carrier plate is kept away from to first connecting plate is provided with the spread groove, and the free one side fixedly connected with connecting block of building carrier plate is kept away from to the second connecting plate, and the both sides of connecting block all evenly are provided with the anti-skidding burr, the connecting block can with adjacent building carrier plate main part on spread groove fixed connection.
Preferably, the top ends of the stiffening ribs are uniformly provided with stiffening protrusions.
Preferably, the both sides of draw-in groove all evenly are provided with the slot, and the both sides of cardboard all evenly fixedly connected with inserted block, inserted block all with slot fixed connection.
Preferably, the first buffer plate and the second buffer plate are arranged in a cross shape.
Preferably, the inside of the buffer slot between the first buffer plate and the second buffer plate is uniformly and fixedly connected with a support frame, and the support frame is set to be in an X shape.
Compared with the prior art, the beneficial effects of the utility model are that: the high-strength floor support plate for reinforcing the stiffening ribs not only realizes the advantages of high strength and buffering performance and stronger engaging force between the stiffening ribs and concrete, but also realizes the advantages of convenient adjustment of the whole area and wider application range;
(1) by installing the buffer slot, the first buffer plate, the second buffer plate and the support frame, the buffer slot and the first buffer plate and the second buffer plate which are installed in a cross shape in the buffer slot can play a good role in buffering and resisting pressure, meanwhile, the steel material consumption can be reduced, the buffer slot can be supported by the X-shaped support frame, the stability of the first buffer plate and the second buffer plate is ensured, and the improvement of the strength of the device is facilitated;
(2) stiffening ribs are uniformly arranged on the wave crests and the wave troughs, and the stiffening ribs are additionally provided with the first stiffening blocks, the second stiffening blocks and the stiffening protrusions, so that the engagement force between the stiffening ribs and the concrete floor is conveniently improved, the acting force between the floor bearing plate main body and the concrete floor is improved, and the strength of the floor is favorably improved;
(3) through installing draw-in groove, cardboard, slot, inserted block and splint for be convenient for first connecting plate, second connecting plate and the free dismouting of building carrier plate between, so that reduce the volume, convenient transportation is convenient for increase or reduce the free quantity of building carrier plate simultaneously, so that change the whole area of building carrier plate main part, facilitate the use, application scope is wider.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of a first connecting plate of the present invention;
FIG. 3 is a schematic view of a single structure of a floor deck of the present invention;
fig. 4 is a schematic diagram of a second connecting plate structure of the present invention;
FIG. 5 is a schematic view of the internal structure of the buffer slot of the present invention;
fig. 6 is a schematic view of the stiffening rib structure of the present invention.
In the figure: 1. a first connecting plate; 2. a floor support plate monomer; 3. a stiffening rib; 4. wave crest; 5. a trough of a wave; 6. a second connecting plate; 7. a floor deck body; 8. connecting grooves; 9. a splint; 10. a card slot; 11. a slot; 12. inserting a block; 13. clamping a plate; 14. a buffer tank; 15. connecting blocks; 16. anti-skid wales; 17. a first buffer plate; 18. a second buffer plate; 19. a support frame; 20. a first stiffening block; 21. a second stiffening block; 22. and a stiffening protrusion.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides an embodiment: a high-strength floor bearing plate for reinforcing stiffening ribs comprises a first connecting plate 1, a floor bearing plate monomer 2, a second connecting plate 6 and a floor bearing plate main body 7, wherein the first connecting plate 1 is arranged on one side of the floor bearing plate main body 7, the second connecting plate 6 is arranged on one side, away from the first connecting plate 1, of the floor bearing plate main body 7, and the floor bearing plate monomer 2 is uniformly arranged on the floor bearing plate main body 7 between the second connecting plate 6 and the first connecting plate 1;
one side of the first connecting plate 1, which is far away from the single floor bearing plate 2, is provided with a connecting groove 8, one side of the second connecting plate 6, which is far away from the single floor bearing plate 2, is fixedly connected with a connecting block 15, two sides of the connecting block 15 are uniformly provided with anti-skid convex patterns 16, and the connecting block 15 can be fixedly connected with the connecting groove 8 on the adjacent floor bearing plate main body 7;
specifically, as shown in fig. 1, 2 and 4, when in use, the connecting grooves 8 on the first connecting plates 1 are fixedly connected with the connecting blocks 15 in the second connecting plates 6 on the adjacent floor deck main bodies 7, so that the adjacent floor deck main bodies 7 can be spliced to increase the area of the floor deck;
the first buffer plate 17 and the second buffer plate 18 are arranged in a cross shape;
specifically, as shown in fig. 5, when in use, the first buffer plate 17 and the second buffer plate 18 can play a good role in buffering, so as to reduce the pressure on the floor deck body;
the inner parts of the buffer grooves 14 between the first buffer plate 17 and the second buffer plate 18 are uniformly and fixedly connected with support frames 19, and the support frames 19 are arranged into an X shape;
specifically, as shown in fig. 5, in use, the support frame 19 is beneficial to improving the stability of the first buffer plate 17 and the second buffer plate 18, and is also beneficial to supporting the buffer slot 14, thereby being beneficial to enhancing the strength of the floor deck unit 2;
the top ends of the stiffening ribs 3 are all uniformly provided with stiffening bulges 22;
specifically, as shown in fig. 1 and 6, when in use, the strength of the joint between the stiffening rib 3 and the concrete can be improved through the stiffening protrusion 22, so that the acting force between the floor deck body 7 and the concrete is improved, and the rigidity of the floor slab is improved;
the two sides of each stiffening rib 3 are uniformly and fixedly connected with a first stiffening block 20, the two sides of each first stiffening block 20 are uniformly and fixedly connected with a second stiffening block 21, one end of each floor support plate monomer 2 close to the first connecting plate 1 and one end of each second connecting plate 6 close to the floor support plate monomer 2 are both fixedly connected with a clamping plate 13, one end of each first connecting plate 1 close to the floor support plate monomer 2 and one end of each floor support plate monomer 2 close to the second connecting plate 6 are both provided with a clamping groove 10, and the clamping grooves 10 are both fixedly connected with the clamping plates 13;
the two sides of the clamping groove 10 are uniformly provided with slots 11, the two sides of the clamping plate 13 are uniformly and fixedly connected with inserting blocks 12, and the inserting blocks 12 are fixedly connected with the slots 11;
specifically, as shown in fig. 2, 3 and 4, when in use, the clamping plate 13 is fixedly connected with the clamping groove 10, and the inserting block 12 is fixedly connected with the inserting groove 11, which is beneficial to improving the stability of the connection position between the first connecting plate 1, the second connecting plate 6 and the floor support plate monomer 2;
the first connecting plate 1 and the floor bearing plate monomer 2 outside the clamping groove 10 are fixedly connected with clamping plates 9.
The working principle is as follows: when the utility model is used, firstly, according to the concrete conditions of the floor, the floor is connected with the clamping plate 13 through the clamping groove 10, the slot 11 is connected with the inserting block 12 and the clamping of the clamping plate 9, the building bearing plate monomer 2 is selectively increased or decreased so as to change the area of the building bearing plate main body 7, and meanwhile, the splicing of the adjacent building bearing plate main bodies 7 can be completed through the fixed connection of the connecting groove 8 on the first connecting plate 1 and the connecting block 15 in the second connecting plate 6 on the adjacent building bearing plate main body 7 so as to increase the area of the building bearing plate and facilitate better use;
then, laying a floor support plate main body 7 on a floor, pouring concrete, and improving the acting force between the floor support plate main body 7 and the concrete floor by the action of the stiffening ribs 3, the first stiffening blocks 20, the second stiffening blocks 21 and the stiffening protrusions 22 so as to improve the strength of the floor;
finally, can play good buffering resistance to compression effect through buffer tank 14 and inside first buffer board 17 and the second buffer board 18 that is the cross form installation during the use, be favorable to improving the stability of floor, can play the supporting role to buffer tank 14 through "X" type support frame 19 simultaneously to ensure first buffer board 17 and the stability of second buffer board 18, be favorable to improving the intensity of building carrier plate main part 7, prolong its life, do above the utility model discloses a whole theory of operation.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a strengthen stiffening rib's high strength building carrier plate, includes first connecting plate (1), building carrier plate monomer (2), second connecting plate (6) and building carrier plate main part (7), its characterized in that: a first connecting plate (1) is arranged on one side of the floor bearing plate main body (7), a second connecting plate (6) is arranged on one side, far away from the first connecting plate (1), of the floor bearing plate main body (7), single floor bearing plates (2) are uniformly arranged on the floor bearing plate main body (7) between the second connecting plate (6) and the first connecting plate (1), wave crests (4) are respectively arranged on one sides, close to the first connecting plate (1), of the single floor bearing plates (2), wave troughs (5) are respectively arranged on one sides, far away from the first connecting plate (1), of the single floor bearing plates (2), buffer grooves (14) are respectively arranged inside the wave troughs (5) and the wave crests (4), first buffer plates (17) and second buffer plates (18) are respectively and uniformly and fixedly connected inside the buffer grooves (14), and stiffening ribs (3) are respectively and uniformly and fixedly connected to the top ends of the wave crests (4) and the bottom ends and the two sides of the wave troughs (, and the both sides of stiffening rib (3) are first stiffening block (20) of equal fixedly connected with all, the both sides of first stiffening block (20) are all equal fixedly connected with second stiffening block (21), the equal fixedly connected with cardboard (13) of one end that the one end that building carrier plate monomer (2) are close to first connecting plate (1) and second connecting plate (6) are close to building carrier plate monomer (2), the one end that first connecting plate (1) are close to building carrier plate monomer (2) and the one end that building carrier plate monomer (2) are close to second connecting plate (6) all are provided with draw-in groove (10), and draw-in groove (10) all with cardboard (13) fixed connection, equal fixedly connected with splint (9) on first connecting plate (1) in the draw-in groove (10) outside and building carrier plate monomer (2).
2. A stiffener reinforced high strength floor deck according to claim 1 wherein: one side that building carrier plate monomer (2) were kept away from in first connecting plate (1) is provided with spread groove (8), and one side fixedly connected with connecting block (15) of building carrier plate monomer (2) are kept away from in second connecting plate (6), and the both sides of connecting block (15) all evenly are provided with anti-skidding burr (16), connecting block (15) can with spread groove (8) fixed connection on adjacent building carrier plate main part (7).
3. A stiffener reinforced high strength floor deck according to claim 1 wherein: the top ends of the stiffening ribs (3) are all uniformly provided with stiffening bulges (22).
4. A stiffener reinforced high strength floor deck according to claim 1 wherein: the two sides of the clamping groove (10) are uniformly provided with slots (11), the two sides of the clamping plate (13) are uniformly and fixedly connected with inserting blocks (12), and the inserting blocks (12) are fixedly connected with the slots (11).
5. A stiffener reinforced high strength floor deck according to claim 1 wherein: the first buffer plate (17) and the second buffer plate (18) are arranged in a cross shape.
6. A stiffener reinforced high strength floor deck according to claim 1 wherein: the inside of buffer slot (14) between first buffer board (17) and second buffer board (18) all evenly fixedly connected with support frame (19), and support frame (19) set to "X" type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922180053.7U CN211850269U (en) | 2019-12-09 | 2019-12-09 | High-strength floor support plate with reinforced stiffening ribs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922180053.7U CN211850269U (en) | 2019-12-09 | 2019-12-09 | High-strength floor support plate with reinforced stiffening ribs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211850269U true CN211850269U (en) | 2020-11-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922180053.7U Expired - Fee Related CN211850269U (en) | 2019-12-09 | 2019-12-09 | High-strength floor support plate with reinforced stiffening ribs |
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| Country | Link |
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| CN (1) | CN211850269U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737813A (en) * | 2022-05-20 | 2022-07-12 | 杨万全 | Anti-fatigue multilayer anti-bending anti-seismic steel bearing plate |
-
2019
- 2019-12-09 CN CN201922180053.7U patent/CN211850269U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737813A (en) * | 2022-05-20 | 2022-07-12 | 杨万全 | Anti-fatigue multilayer anti-bending anti-seismic steel bearing plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 Termination date: 20211209 |
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| CF01 | Termination of patent right due to non-payment of annual fee |