CN221567612U - High-load steel bar truss floor support plate - Google Patents
High-load steel bar truss floor support plate Download PDFInfo
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- CN221567612U CN221567612U CN202322427526.5U CN202322427526U CN221567612U CN 221567612 U CN221567612 U CN 221567612U CN 202322427526 U CN202322427526 U CN 202322427526U CN 221567612 U CN221567612 U CN 221567612U
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- steel bar
- bar truss
- supporting plate
- fixedly connected
- steel bars
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 94
- 239000010959 steel Substances 0.000 title claims abstract description 94
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 9
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 7
- 238000003466 welding Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The application discloses a high-load steel bar truss floor support plate, and belongs to the field of building components. Comprising the following steps: a bottom die; the steel bar truss is fixedly arranged on the bottom die, is fixedly connected with a plurality of reinforcing components, and is equidistantly distributed along the length extension direction of the steel bar truss, and comprises an upper supporting plate, a lower supporting plate, a connecting rod and a switching rod; the upper supporting plate is arranged above the bottom die; the lower supporting plate is arranged below the upper supporting plate; two ends of the connecting rod are fixedly connected with the upper supporting plate and the lower supporting plate respectively; one end of the switching rod is fixedly connected to the lower supporting plate, and the other end of the switching rod is fixedly connected with the steel bar truss. The high-load steel bar truss floor support plate has the beneficial effect of providing the high-load steel bar truss floor support plate with stronger bearing capacity.
Description
Technical Field
The application relates to the field of building components, in particular to a high-load steel bar truss floor support plate.
Background
The truss floor support plate is also called a steel bar truss template, and is a combined structure system formed by processing main stressed steel bars in a floor slab into steel bar trusses by adopting special equipment in a factory and welding the steel bar trusses and galvanized steel plates into a whole. In the construction stage of the structural floor slab, the system replaces a construction template by a galvanized steel plate and bears the dead weight of the floor slab concrete and the construction load together with a truss structure formed by welding steel bars in the structure. After casting the concrete, a steel bar truss concrete floor slab is formed, and the use load is born in the use stage.
At present, the assembly efficiency of the bottom die and the steel bar truss is generally low, the steel bar truss is required to be welded on the bottom die by welding, and time is wasted; meanwhile, the existing steel bar truss has common load bearing capacity, and the steel bar truss bears the gravity of concrete and also bears the use load in the use stage after the concrete is poured and formed.
The scheme needs to design a high-load steel bar truss floor support plate, has higher load bearing capacity, and the bottom die can be used for multiple times.
Disclosure of utility model
The summary of the application is provided to introduce a selection of concepts in a simplified form that are further described below in the detailed description. The summary of the application is not intended to identify key features or essential features of the claimed subject matter, nor is it intended to be used to limit the scope of the claimed subject matter.
In order to solve the technical problems mentioned in the background section above, some embodiments of the present application provide a high load steel bar truss floor deck,
Comprising the following steps:
A bottom die;
The steel bar truss is fixedly arranged on the bottom die;
The steel bar truss is characterized in that a plurality of reinforcing components are fixedly connected with the steel bar truss, the reinforcing components are distributed at equal intervals along the length extension direction of the steel bar truss, and each reinforcing component comprises an upper supporting plate, a lower supporting plate, a connecting rod and a switching rod; the upper supporting plate is arranged above the bottom die; the lower supporting plate is arranged below the upper supporting plate; two ends of the connecting rod are fixedly connected with the upper supporting plate and the lower supporting plate respectively; one end of the switching rod is fixedly connected to the lower supporting plate, and the other end of the switching rod is fixedly connected with the steel bar truss.
Further, the upper supporting plate is arranged in a shape of a circle, and a first arc-shaped groove is arranged on the upper supporting plate.
Further, one end of the switching rod is provided with a second arc-shaped groove.
Further, a threaded passage which is vertically penetrated is arranged on the lower support plate, a fastening bolt is arranged on the bottom die, the fastening bolt penetrates through the bottom die and the threaded passage, and the fastening bolt is in threaded connection with the lower support plate.
Further, the steel bar truss comprises upper chord steel bars, web member steel bars and lower chord steel bars; the upper chord steel bar is arranged above the bottom die; two web member reinforcing steel bars are symmetrically arranged; two lower chord steel bars are symmetrically arranged, and the two lower chord steel bars are respectively fixed on the two web member steel bars; wherein the upper chord steel bars are fixedly connected with each lower chord steel bar through web member steel bars.
Further, the web member steel bars are fixedly connected with the upper supporting plate, and the outer walls of the web member steel bars are attached to the first arc-shaped grooves; the web member reinforcing bar is fixedly connected with the switching pole, and web member reinforcing bar outer wall and laminating of second arc groove.
Further, the upper support plate is arranged above the lower chord steel bar, and the lower support plate is arranged below the lower chord steel bar.
Further, the threaded passage is located at the very center of the lower support plate.
Further, the web member reinforcing steel bar is provided with a horizontal part and an inclined part, the horizontal part is abutted with the bottom die, the inclined part is fixedly connected with the upper chord reinforcing steel bar, and the lower chord reinforcing steel bar is fixedly connected with the inclined part.
The application has the beneficial effects that: the high-load steel bar truss floor support plate with stronger bearing capacity is provided.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application, are incorporated in and constitute a part of this specification. The drawings and their description are illustrative of the application and are not to be construed as unduly limiting the application.
In addition, the same or similar reference numerals denote the same or similar elements throughout the drawings. It should be understood that the figures are schematic and that elements and components are not necessarily drawn to scale.
In the drawings:
FIG. 1 is a general schematic front view of an embodiment according to the present application;
FIG. 2 is an overall schematic side view according to an embodiment of the application;
Fig. 3 is a perspective view of the reinforcement assembly of fig. 1.
Reference numerals:
11. A bottom die; 12. steel bar truss; 121. winding a steel bar; 122. web member reinforcement; 123. lower chord steel bars; 13. a reinforcement assembly; 131. a lower support plate; 132. an upper support plate; 133. a connecting rod; 134. a threaded passage; 135. a first arc-shaped groove; 136. a transfer rod; 137. a second arc-shaped groove; 14. a fastening bolt; 15. an inclined portion; 16. a horizontal portion.
Detailed Description
Embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While certain embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete. It should be understood that the drawings and embodiments of the present disclosure are for illustration purposes only and are not intended to limit the scope of the present disclosure.
It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings. Embodiments of the present disclosure and features of embodiments may be combined with each other without conflict.
It should be noted that the terms "first," "second," and the like in this disclosure are merely used to distinguish between different devices, modules, or units and are not used to define an order or interdependence of functions performed by the devices, modules, or units.
It should be noted that references to "one", "a plurality" and "a plurality" in this disclosure are intended to be illustrative rather than limiting, and those of ordinary skill in the art will appreciate that "one or more" is intended to be understood as "one or more" unless the context clearly indicates otherwise.
The present disclosure will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Referring to fig. 1, a high load steel bar truss floor support plate, comprising: a bottom die 11 and a steel bar truss 12; the steel bar truss 12 is fixedly arranged on the bottom die 11.
Referring to fig. 1 to 3, the steel bar truss 12 is fixedly connected with a plurality of reinforcing members 13, the reinforcing members 13 are equally spaced along the length extension direction of the steel bar truss 12, and the reinforcing members 13 include an upper support plate 132, a lower support plate 131, a connection rod 133 and an adapter rod 136. The upper supporting plate 132 is arranged above the bottom die 11; the lower support plate 131 is arranged below the upper support plate 132; two ends of the connecting rod 133 are fixedly connected with the upper support plate 132 and the lower support plate 131 respectively; one end of the switching rod 136 is fixedly connected to the lower support plate 131, and the other end of the switching rod 136 is fixedly connected to the steel bar truss 12. The area of the edge profile of the upper support plate 132 is larger than that of the lower support plate 131; four connecting rods 133 are provided, the four connecting rods 133 are fixedly connected to four corners of the upper supporting plate 132 respectively, and the connecting rods 133 are obliquely arranged close to the lower supporting plate 131; the four switching rods 136 are provided, and the four switching rods 136 are fixedly connected to four corners of the lower support plate 131, respectively. The upper support plate 132 is arranged in a shape of a circle, and the four corners of the upper support plate 132 are respectively provided with a first arc-shaped groove 135. The end of the switching rod 136 far away from 131 is provided with a second arc-shaped groove 137, and the first arc-shaped groove 135 and the second arc-shaped groove 137 are positioned on the same arc-shaped curved surface. The lower support plate 131 is provided with a threaded passage 134 which penetrates up and down, the threaded passage 134 is positioned on the bottom die 11 at the center of the lower support plate 131, the fastening bolt 14 is arranged on the bottom die 11, the fastening bolt 14 penetrates through the bottom die 11 and the threaded passage 134, and the fastening bolt 14 is in threaded connection with the lower support plate 131.
The steel bar truss 12 includes upper chord steel bars 121, web member steel bars 122, and lower chord steel bars 123; the upper chord steel bar 121 is arranged above the bottom die 11; two web member reinforcing bars 122 are symmetrically arranged; two lower chord steel bars 123 are symmetrically arranged, and the two lower chord steel bars 123 are respectively fixed on the web member steel bars 122; the web bar 122 has a horizontal portion 16 and an inclined portion 15, the horizontal portion 16 abuts against the bottom die 11, the inclined portion 15 is fixedly connected with the upper chord bar 121, and the lower chord bar 123 is fixedly connected with the inclined portion 15. Wherein the upper chord reinforcement 121 and each lower chord reinforcement 123 are fixedly connected through the inclined part 15. The inclined part 15 is fixedly connected with the upper supporting plate 132, and the outer wall of the inclined part 15 is attached to the first arc-shaped groove 135; the horizontal portion 16 is fixedly connected with the adapter rod 136, and the outer wall of the horizontal portion 16 is attached to the second arc-shaped groove 137. The upper support plate 132 is disposed above the lower chord reinforcement 123, and the lower support plate 131 is disposed below the lower chord reinforcement 123.
During installation, the first arc-shaped groove 135 on the upper supporting plate 132 is attached to the outer wall of the inclined part 15, and then the outer wall of the inclined part 15 is fixedly connected by welding, and similarly, the second arc-shaped groove 137 at the end part of the switching rod 136 on the lower supporting plate 131 is attached to the outer wall of the horizontal part 16, and then the outer wall of the horizontal part is fixedly connected by welding, so that the stability of connection is improved by increasing the welding area, and at the moment, the fixed connection of the reinforcing component 13 and the steel bar truss 12 is completed; it is then necessary to mount the girder 12 with the reinforcing members 13 to the bottom die 11 by inserting the fastening bolts 14 through the bottom die 11 and into the screw passages 134 of the lower support plate 131 and screwing the fastening bolts 14 to the lower support plate 131, and the connection of the girder 12 to the bottom die 11 is completed.
During the use, pour into the concrete between die block 11, wait for the concrete to solidify the back, take off fastening bolt 14 through rotating fastening bolt 14 for can make its separation through the external force that applys the drag between die block 11 and the steel bar truss 12, and then make die block 11 can carry out a lot of utilization, and steel bar truss 12 can stay in the floor of concrete for it provides support, and form a plurality of stable triangle-shaped structures between reinforcing component 13 and the steel bar truss 12, make steel bar truss 12 stability and load-bearing capacity further strengthen.
The foregoing description is only of the preferred embodiments of the present disclosure and description of the principles of the technology being employed. It will be appreciated by those skilled in the art that the scope of the invention in the embodiments of the present disclosure is not limited to the specific combination of the above technical features, but encompasses other technical features formed by any combination of the above technical features or their equivalents without departing from the spirit of the invention. Such as the above-described features, are mutually substituted with (but not limited to) the features having similar functions disclosed in the embodiments of the present disclosure.
Claims (9)
1. A high load steel bar truss floor deck comprising:
A bottom die;
The steel bar truss is fixedly arranged on the bottom die;
The steel bar truss is characterized in that the steel bar truss is fixedly connected with a plurality of reinforcing components, the reinforcing components are distributed at equal intervals along the length extension direction of the steel bar truss, and each reinforcing component comprises an upper supporting plate, a lower supporting plate, a connecting rod and a switching rod; the upper supporting plate is arranged above the bottom die; the lower supporting plate is arranged below the upper supporting plate; the two ends of the connecting rod are fixedly connected with the upper supporting plate and the lower supporting plate respectively; one end of the switching rod is fixedly connected to the lower supporting plate, and the other end of the switching rod is fixedly connected with the steel bar truss.
2. The high load steel bar truss floor deck of claim 1 wherein: the upper supporting plate is arranged in a shape of a circle, and a first arc-shaped groove is formed in the upper supporting plate.
3. The high load steel bar truss floor deck of claim 2 wherein: and one end of the switching rod is provided with a second arc-shaped groove.
4. The high load steel bar truss floor deck of claim 1 wherein: the lower support plate is provided with a threaded channel which penetrates through the lower support plate up and down, the bottom die is provided with a fastening bolt, the fastening bolt penetrates through the bottom die and the threaded channel, and the fastening bolt is in threaded connection with the lower support plate.
5. A high load steel bar truss floor deck as recited in claim 3 wherein: the steel bar truss comprises upper chord steel bars, web member steel bars and lower chord steel bars; the upper chord steel bar is arranged above the bottom die; two web member steel bars are symmetrically arranged; the two lower chord steel bars are symmetrically arranged, and the two lower chord steel bars are respectively fixed on the two web member steel bars; the upper chord steel bars and the lower chord steel bars are fixedly connected through the web member steel bars.
6. The high load steel bar truss floor deck of claim 5 wherein: the web member steel bars are fixedly connected with the upper supporting plate, and the outer walls of the web member steel bars are attached to the first arc-shaped grooves; the web member reinforcing steel bars are fixedly connected with the transfer bars, and the outer walls of the web member reinforcing steel bars are attached to the second arc-shaped grooves.
7. The high load steel bar truss floor deck of claim 5 wherein: the upper support plate is arranged above the lower chord steel bars, and the lower support plate is arranged below the lower chord steel bars.
8. The high load steel bar truss floor deck of claim 4 wherein: the threaded passage is located at the very center of the lower support plate.
9. The high load steel bar truss floor deck of claim 5 wherein: the web member reinforcing steel bar is provided with a horizontal part and an inclined part, the horizontal part is abutted to the bottom die, the inclined part is fixedly connected with the upper chord reinforcing steel bar, and the lower chord reinforcing steel bar is fixedly connected with the inclined part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322427526.5U CN221567612U (en) | 2023-09-07 | 2023-09-07 | High-load steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322427526.5U CN221567612U (en) | 2023-09-07 | 2023-09-07 | High-load steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221567612U true CN221567612U (en) | 2024-08-20 |
Family
ID=92291750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322427526.5U Active CN221567612U (en) | 2023-09-07 | 2023-09-07 | High-load steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221567612U (en) |
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2023
- 2023-09-07 CN CN202322427526.5U patent/CN221567612U/en active Active
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