CN218597474U - High strength steel bar building carrier plate that difficult deformation of resistance to compression - Google Patents
High strength steel bar building carrier plate that difficult deformation of resistance to compression Download PDFInfo
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- CN218597474U CN218597474U CN202222657689.8U CN202222657689U CN218597474U CN 218597474 U CN218597474 U CN 218597474U CN 202222657689 U CN202222657689 U CN 202222657689U CN 218597474 U CN218597474 U CN 218597474U
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Abstract
The utility model discloses a high strength steel bar building carrier plate that resistance to compression is difficult for deformation, including the die block board to and rather than welded connection's steel bar truss, the die block board surface upwards extends and is formed with rectangular form bead, is provided with first reinforcing bar and second reinforcing bar on two beads respectively, the edge is upwards extended perpendicularly and is formed with the first limit of buckling in die block board one side, and the opposite side edge upwards extends perpendicularly and is formed with the second limit of buckling, first reinforcing bar one end and the first limit lateral wall welded connection of buckling, limit top surface welded connection is buckled with the second to second reinforcing bar one end, and the perpendicular downwardly extending of second reinforcing bar terminal surface is formed with the kink. Be provided with first reinforcing bar and second reinforcing bar on this difficult high strength steel bar building carrier plate's of deformation of resistance to compression die bed plate, the intensity of bed plate both sides edge can be strengthened to first reinforcing bar and second reinforcing bar, makes it in transport or work progress, is difficult for taking place deformation, improves the overlap joint quality.
Description
Technical Field
The utility model relates to a building carrier plate technical field specifically is a high strength steel bar building carrier plate that difficult deformation of resistance to compression.
Background
The reinforcing steel bar floor bearing plate is characterized in that a reinforcing steel bar truss is welded on the original opening and closed floor bearing plate, so that the whole bearing capacity can be improved, but because the bottom membrane of the floor bearing plate is a thin galvanized steel plate, the edge strength of the bottom membrane is low, and the bottom membrane is easy to deform in the transportation process or the construction process, so that gaps exist at the lap joints between the floor bearing plates, and slurry leakage is easy to cause;
even if the above situation does not exist, because the strength is low, when the concrete is poured, the impact force of the concrete also easily causes the deformation of the lap joint, which is not beneficial to the construction quality.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high strength steel bar building carrier plate that resistance to compression is difficult for deformation to solve the problem that above-mentioned background art provided.
In order to achieve the above purpose, the utility model provides a following technical scheme: a compression-resistant and deformation-resistant high-strength steel bar floor support plate comprises a bottom template and a steel bar truss welded with the bottom template, wherein the surface of the bottom template extends upwards to form strip-shaped ribs which are symmetrically arranged relative to the steel bar truss, and a first reinforcing steel bar and a second reinforcing steel bar are respectively arranged on the two ribs;
one side edge of the bottom template vertically extends upwards to form a first bending edge, and the other side edge of the bottom template vertically extends upwards to form a second bending edge;
one end of the first reinforcing steel bar is connected with the side wall of the first bending edge in a welding mode, one end of the second reinforcing steel bar is connected with the top surface of the second bending edge in a welding mode, and the end face of the second reinforcing steel bar extends downwards perpendicularly to form a bending portion.
Furthermore, first reinforcing bar and second reinforcing bar all are equidistant setting, and both relative one end all with steel bar truss last chord steel welded connection.
Furthermore, first reinforcing bar is "U" type structure, and "U" type department diameter is unanimous with the kink diameter.
Furthermore, the first bending edge section is I-shaped, and the second bending edge is L-shaped.
Furthermore, the fixing pieces which are distributed at equal intervals are sleeved on the convex edges, and the fixing pieces are in welded connection with the first reinforcing steel bars and the second reinforcing steel bars.
Furthermore, the fixing piece comprises a top plate, two ends of the fixing piece extend downwards to form side plates, and the two side plates are distributed in an inverted eight shape;
the bead both sides are the slope form, and its both sides outer wall all laminates with the curb plate mutually, and the roof laminates with the roof mutually.
Compared with the prior art, the beneficial effects of the utility model are that: the bottom template of the compression-resistant and deformation-resistant high-strength reinforced floor support plate is provided with the first reinforcing steel bars and the second reinforcing steel bars, and the first reinforcing steel bars and the second reinforcing steel bars can reinforce the strength of the edges of the two sides of the bottom template, so that the bottom template is not easy to deform in the carrying or construction process, and the lapping quality is improved;
meanwhile, after the two floor bearing plates are lapped, the two floor bearing plates are butted through the first bending edge and the second bending edge and are reinforced through the first reinforcing steel bar and the second reinforcing steel bar, so that the two floor bearing plates are not deformed under the impact of concrete, the lap joint connection is ensured to be firm, and the construction quality is ensured;
first reinforcing bar and second reinforcing bar can also improve the intensity of steel bar truss both sides die block board, and the cooperation steel bar truss has further improved holistic construction load, and the reliability is high.
Drawings
FIG. 1 is a front view of the present invention showing a longitudinal structure;
FIG. 2 is a schematic top view of the present invention;
FIG. 3 is a schematic view of the fixing member of the present invention;
fig. 4 is a schematic view of the cross-sectional structure of the first bending edge and the second bending edge of the present invention after being overlapped.
In the figure: 1. a steel bar truss; 2. a bottom template; 3. a first reinforcing bar; 4. a second reinforcing bar; 41. a bending section; 5. a first bending edge; 6. a second bending edge; 7. a rib; 8. a fixing member; 81. a top plate; 82. and a side plate.
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. 1-4, the present invention provides a technical solution: a high-strength steel bar floor support plate which resists compression and is not easy to deform, comprising a bottom template 2 and a steel bar truss 1 welded with the bottom template,
the surface of the bottom template 2 extends upwards to form a strip-shaped convex rib 7, the convex ribs 7 are symmetrically arranged about the steel bar truss 1, the two convex ribs 7 are respectively provided with a first reinforcing steel bar 3 and a second reinforcing steel bar 4, one side edge of the bottom template 2 extends vertically upwards to form a first bending edge 5, the other side edge extends vertically upwards to form a second bending edge 6, one end of the first reinforcing steel bar 3 is welded with the side wall of the first bending edge 5, one end of the second reinforcing steel bar 4 is welded with the top surface of the second bending edge 6, the first bending edge 5 can improve the self-strength under the action of the first reinforcing steel bar 3, the second bending edge 6 can improve the self-strength under the action of the second reinforcing steel bar 4, and therefore, when in the process of transportation or in construction operation, the first bending edge 5 and the second bending edge 6 are not easy to deform under the action of external force, and meanwhile, after the first bending edge 5 and the second bending edge 6 are lapped, the concrete impact force is not easy to deform, the lapped joint can ensure the smooth joint, avoid slurry leakage and the construction quality;
first 5 sections of buckling limit are "|" form, the second is buckled limit 6 and is "L" type structure, the perpendicular downwardly extending of 4 terminal surfaces of second reinforcing bar is formed with kink 41, first reinforcing bar 3 is "U" type structure, and "U" type department diameter is unanimous with kink 41 diameter, the first structural design who buckles limit 5 and second and buckle limit 6, make when the overlap joint, the second is buckled limit 6 and can be taken on first buckling limit 5, and kink 41 on the second reinforcing bar 4 is whole for vertical form, can just in time insert in "U" type department to first reinforcing bar 3 like this, second reinforcing bar 4 can dock with first reinforcing bar 3 through kink 41, can improve the first overlap joint intensity of buckling limit 5 and second buckling limit 6, under the concrete impact force, first buckling limit 5 and the second buckling limit 6 can not take place the displacement, ensure that the overlap joint firm in connection, avoid taking place to leak the thick liquid.
First reinforcing bar 3 and second reinforcing bar 4 all are equidistant setting, both relative one end all with steel bar truss 1 on last quarter reinforcing bar welded connection, mounting 8 is equidistant distribution on bead 7, and mounting 8 and first reinforcing bar 3, second reinforcing bar 4 is welded connection, first reinforcing bar 3 and second reinforcing bar 4 are through mounting 8 indirect and end form 2 fixed connection, and then both when improving first limit 5 of buckling and the 6 intensity of second limit of buckling, can also increase steel bar truss 1 both sides end form 2's construction load, simultaneously because be indirect fixed connection, first reinforcing bar 3, there is not the welding point between second reinforcing bar 4 and the end form 2, can not influence the roughness of end form 2 like this, like this when laying, end form 2 atress is even, difficult deformation.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
1. The utility model provides a difficult high strength steel bar building carrier plate that deforms of resistance to compression, includes die block board (2) to and steel bar truss (1) rather than welded connection, its characterized in that: the surface of the bottom template (2) extends upwards to form a long-strip-shaped rib (7), the ribs (7) are symmetrically arranged relative to the steel bar truss (1), and the two ribs (7) are respectively provided with a first reinforcing steel bar (3) and a second reinforcing steel bar (4);
one side edge of the bottom template (2) vertically extends upwards to form a first bending edge (5), and the other side edge vertically extends upwards to form a second bending edge (6);
one end of the first reinforcing steel bar (3) is connected with the side wall of the first bending edge (5) in a welding mode, one end of the second reinforcing steel bar (4) is connected with the top surface of the second bending edge (6) in a welding mode, and the end face of the second reinforcing steel bar (4) extends downwards perpendicularly to form a bending portion (41).
2. The high-strength reinforced floor support plate resistant to compression and deformation as claimed in claim 1, wherein: first reinforcing bar (3) and second reinforcing bar (4) all are equidistant setting, and both relative one end all with steel bar truss (1) last quarter reinforcing bar welded connection.
3. The high-strength reinforced floor support plate resistant to compression and deformation as claimed in claim 2, wherein: the first reinforcing steel bar (3) is of a U-shaped structure, and the diameter of the U-shaped part is consistent with that of the bending part (41).
4. The anti-compression and anti-deformation high-strength reinforced floor support plate according to claim 1, wherein the anti-compression and anti-deformation high-strength reinforced floor support plate comprises: the cross section of the first bending edge (5) is I-shaped, and the cross section of the second bending edge (6) is L-shaped.
5. The high-strength reinforced floor support plate resistant to compression and deformation as claimed in claim 1, wherein: the fixing pieces (8) distributed at equal intervals are sleeved on the convex ribs (7), and the fixing pieces (8) are connected with the first reinforcing steel bars (3) and the second reinforcing steel bars (4) in a welded mode.
6. The high-strength reinforced floor support plate resistant to compression and deformation as claimed in claim 5, wherein: the fixing piece (8) comprises a top plate (81), two ends of the fixing piece extend downwards to form side plates (82), and the two side plates (82) are distributed in an inverted eight shape;
the two sides of the convex rib (7) are inclined, the outer walls of the two sides of the convex rib are attached to the side plates (82), and the top wall is attached to the top plate (81).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222657689.8U CN218597474U (en) | 2022-10-10 | 2022-10-10 | High strength steel bar building carrier plate that difficult deformation of resistance to compression |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222657689.8U CN218597474U (en) | 2022-10-10 | 2022-10-10 | High strength steel bar building carrier plate that difficult deformation of resistance to compression |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218597474U true CN218597474U (en) | 2023-03-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222657689.8U Active CN218597474U (en) | 2022-10-10 | 2022-10-10 | High strength steel bar building carrier plate that difficult deformation of resistance to compression |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218597474U (en) |
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2022
- 2022-10-10 CN CN202222657689.8U patent/CN218597474U/en active Active
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