CN220080459U - Distributed embedded disassembly-free truss floor support plate - Google Patents
Distributed embedded disassembly-free truss floor support plate Download PDFInfo
- Publication number
- CN220080459U CN220080459U CN202321648159.5U CN202321648159U CN220080459U CN 220080459 U CN220080459 U CN 220080459U CN 202321648159 U CN202321648159 U CN 202321648159U CN 220080459 U CN220080459 U CN 220080459U
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- Prior art keywords
- bottom plate
- plate
- connecting piece
- truss
- disassembly
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims description 8
- 238000005452 bending Methods 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 2
- 229910052751 metal Inorganic materials 0.000 abstract description 11
- 239000002184 metal Substances 0.000 abstract description 11
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000000712 assembly Effects 0.000 abstract description 5
- 238000000429 assembly Methods 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract description 5
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- 229910052749 magnesium Inorganic materials 0.000 description 3
- 239000011777 magnesium Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000009413 insulation Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to the technical field of steel bar truss building carrier plates, and provides a distributed pre-buried disassembly-free truss building carrier plate which comprises a bottom plate, connecting pieces and truss assemblies, wherein the connecting pieces are pre-buried and arranged in the bottom plate, one ends of the connecting pieces extend out of a mounting surface of the bottom plate, the connecting pieces are in a plurality of sections and are parallel or perpendicular to the length direction of the bottom plate, and the truss assemblies are connected with the connecting pieces in a welding mode. Through the technical scheme, the problems that in the prior art, the truss floor support plate adopts a metal connecting piece and is large in weight and high in manufacturing cost are solved.
Description
Technical Field
The utility model relates to the technical field of steel bar truss floor support plates, in particular to a distributed embedded disassembly-free truss floor support plate.
Background
Along with the rapid development of the building industry, the building carrier plate without form removal is widely applied in the building industry, at present, the existing trusses are triangular prism structures formed by upper chord steel bars, lower chord steel bars and web member steel bars, after the prefabrication of the bottom plate is completed, the trusses and the bottom plate are connected into a whole in a mechanical connection mode, a plurality of trusses are required to be arranged on each bottom plate, and connection between the trusses and the bottom plate is realized through connecting pieces.
At present, a metal connecting piece is generally embedded in a bottom plate in the prior art, the metal connecting piece is generally in a strip shape, and then a truss is welded on one end of the metal connecting piece extending out of a bottom plate mounting surface, but the integral metal connecting piece or the part extending out of the bottom plate mounting surface and being made into integral metal can lead to relatively high weight of the floor support plate, besides, the strip welding can lead to truss deformation, and the cost is relatively high in the production and manufacturing angles, so that a new disassembly-free steel bar truss floor support plate is needed to solve the problems.
Disclosure of Invention
The utility model provides a distributed embedded disassembly-free truss floor support plate, which solves the problems of large weight and high manufacturing cost of a metal connecting piece adopted by the truss floor support plate in the prior art.
The technical scheme of the utility model is as follows:
the utility model provides a pre-buried truss building carrier plate of exempting from of distributing type, includes bottom plate, connecting piece and truss subassembly, the connecting piece is pre-buried to be set up in the bottom plate, the one end of connecting piece stretches out the installation face of bottom plate, the connecting piece be a plurality of sections and with the length direction of bottom plate is parallel or perpendicular, truss subassembly with connecting piece welded connection.
One end of the connecting piece, which is positioned in the bottom plate, is in an inverted triangle shape.
The connecting piece is located one end inside the bottom plate is provided with a plurality of through holes.
One end of the connecting piece, which is positioned in the bottom plate, is a bending piece.
The truss assembly comprises bottom rods, ejector rods and connecting steel bars, wherein two bottom rods are arranged in parallel, the connecting steel bars are wavy, the ejector rods are connected with the bottom rods by means of the connecting steel bars, and the ejector rods and the two bottom rods are distributed in a triangular mode along any section of the bottom plate in the length direction.
The bottom rod or the connecting steel bar is welded with the connecting piece.
The bottom plate is any one of a cement plate, a cement fiber plate, a heat insulation plate, a glass magnesium plate, a fine stone concrete plate or a decorative plate.
The working principle and the beneficial effects of the utility model are as follows:
the utility model discloses a distributed embedded disassembly-free truss floor support plate, wherein a main body of the truss floor support plate is a bottom plate, connecting pieces are embedded on the bottom plate, truss assemblies are connecting pieces arranged on the bottom plate through welding, the connecting pieces are arranged in a mode of combining a plurality of sections in the length direction of the bottom plate, the connecting pieces can be perpendicular or parallel to the length direction of the bottom plate, and a certain distance is reserved between every two adjacent connecting pieces, so that the weight of the connecting pieces can be greatly reduced, the use of metal connecting pieces is reduced, the material cost is reduced, and meanwhile, when the truss assemblies and the bottom plate are welded, the truss assemblies can be welded in a segmented mode, so that the problem that the truss floor support plate in the prior art adopts the metal connecting pieces with larger weight and higher manufacturing cost is solved.
Drawings
The utility model will be described in further detail with reference to the drawings and the detailed description.
FIG. 1 is a schematic view of an axial measurement structure according to one embodiment of the present utility model, wherein positions of connectors parallel to a length direction of a base plate are shown;
FIG. 2 is a schematic view of an axial measurement structure according to another embodiment of the present utility model, wherein the positions of the connecting members are vertically distributed in the length direction of the base plate;
fig. 3 is a schematic structural view of another embodiment of the present utility model, in which connection relation between the connection reinforcing bars and the connection members is shown;
FIG. 4 is a schematic view of one embodiment of a connector of the present utility model;
FIG. 5 is a schematic view of another embodiment of the connector of the present utility model;
in the figure: 1. the bottom plate, 2, the connecting piece, 3, truss subassembly, 4, through-hole, 5, sill bar, 6, ejector pin, 7, connecting reinforcement.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1 to 5, this embodiment provides a distributed pre-buried disassembly-free truss building carrier plate, which comprises a bottom plate 1, a connecting piece 2 and a truss assembly 3, wherein the connecting piece 2 is pre-buried to be arranged in the bottom plate 1, one end of the connecting piece 2 extends out of a mounting surface of the bottom plate 1, the connecting piece 2 is a plurality of sections and is parallel or perpendicular to the length direction of the bottom plate 1, and the truss assembly 3 is in welded connection with the connecting piece 2.
In this embodiment, the utility model discloses a distributed embedded disassembly-free truss building carrier plate, the main body is a bottom plate 1, connecting pieces 2 are embedded on the bottom plate 1, truss components 3 are connecting pieces 2 which are arranged on the bottom plate 1 by welding, the connecting pieces 2 in the utility model are arranged in a form of a plurality of sections of combinations in the length direction of the bottom plate 1, the connecting pieces 2 can be vertical or parallel to the length direction of the bottom plate 1, and a certain interval is arranged between every two adjacent sections of connecting pieces 2, thus the weight of the connecting pieces 2 can be greatly reduced, the use of metal connecting pieces 2 is reduced, the material cost is reduced, meanwhile, when the truss components 3 and the bottom plate 1 are welded, the sectional welding can be adopted, the truss heating is avoided, and the problems that the truss building carrier plate adopts the metal connecting pieces 2 in the prior art, and the manufacturing cost is higher are solved.
One end of the connecting piece 2, which is positioned in the bottom plate 1, is in an inverted triangle shape.
In this embodiment, the connecting member 2 may be a plate body inside the base plate 1, and the angle is set to be an inverted triangle to enhance the connection adhesive strength of the base plate 1 and the connecting member 2.
The connecting piece 2 is provided with a plurality of through holes 4 at one end of the connecting piece, which is positioned in the bottom plate 1.
In this embodiment, further, the through holes 4 are further formed in the plate body of the connecting piece 2 located inside the bottom plate 1, so as to further improve the connection firmness between the material of the bottom plate 1 and the connecting piece 2.
One end of the connecting piece 2, which is positioned in the bottom plate 1, is a bending piece.
In this embodiment, the portion of the connecting member 2 located inside the bottom plate 1 is in a bending member form to increase the connection firmness with the bottom plate 1, for example, the portion of the connecting member 2 located inside the bottom plate 1 may be designed into an L-shaped structure that is bent outwards.
The truss assembly 3 comprises a bottom rod 5, a top rod 6 and connecting steel bars 7, wherein the two bottom rods 5 are arranged in parallel, the connecting steel bars 7 are wavy, the top rod 6 is connected with the bottom rod 5 by means of the connecting steel bars 7, and the top rod 6 and the two bottom rods 5 are distributed in a triangular mode along any section of the length direction of the bottom plate 1.
In this embodiment, the truss assembly 3 has a structure in which two parallel bottom rods 5 and top rods 6 form a triangular prism, any section along the length direction of the bottom plate 1 is in a triangular distribution structure, the top rods 6 and the two bottom rods 5 are connected through connecting steel bars 7, and the connecting steel bars 7 are wavy.
The bottom rod 5 or the connecting steel bars 7 are welded with the connecting piece 2.
In this embodiment, the truss assembly 3 connected with the connecting piece 2 may be the bottom rod 5 or the connecting bar 7, the covering length of the connecting bar 7 may be adjusted according to the design situation, and may be shorter to cover the side surface of the bottom rod 5, at this time, the bottom rod 5 may be welded with the connecting piece 2, or longer, and after being bent, be located on the bottom surface of the bottom rod 5, at this time, the connecting bar 7 is welded with the connecting piece 2.
The bottom plate 1 is any one of a cement plate, a cement fiber plate, a heat preservation plate, a glass magnesium plate, a fine stone concrete plate or a decorative plate.
In this embodiment, the base plate 1 may be a plurality of boards, and may be any one of a cement board, a cement fiber board, a thermal insulation board, a glass magnesium board, a fine stone concrete board and a decorative board according to practical application scene adaptability.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (5)
1. The utility model provides a distributed pre-buried truss building carrier plate that exempts from to tear open, includes bottom plate (1), connecting piece (2) and truss subassembly (3), connecting piece (2) are pre-buried to be set up in bottom plate (1), the one end of connecting piece (2) stretches out the installation face of bottom plate (1), a serial communication port, connecting piece (2) are a plurality of sections and with the length direction of bottom plate (1) is parallel or perpendicular, truss subassembly (3) with connecting piece (2) welded connection;
one end of the connecting piece (2) positioned in the bottom plate (1) is in an inverted triangle shape;
the connecting piece (2) is provided with a plurality of through holes (4) at one end of the inner part of the bottom plate (1).
2. The distributed embedded disassembly-free truss floor support plate according to claim 1, wherein one end of the connecting piece (2) located inside the bottom plate (1) is a bending piece.
3. The distributed embedded disassembly-free truss floor support plate according to claim 1, wherein the truss assembly (3) comprises bottom rods (5), ejector rods (6) and connecting steel bars (7), the two bottom rods (5) are arranged in parallel, the connecting steel bars (7) are wavy, the ejector rods (6) and the bottom rods (5) are connected by means of the connecting steel bars (7), and the ejector rods (6) and the two bottom rods (5) are distributed in a triangular shape along any section in the length direction of the bottom plate (1).
4. A distributed pre-buried disassembly-free truss floor support plate according to claim 3, characterized in that the bottom bar (5) or the connecting steel bar (7) is welded with the connecting piece (2).
5. The distributed embedded disassembly-free truss floor support plate according to claim 1, wherein the bottom plate (1) is any one of a cement plate, a cement fiber plate, a heat-insulating plate or a decorative plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321648159.5U CN220080459U (en) | 2023-06-27 | 2023-06-27 | Distributed embedded disassembly-free truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321648159.5U CN220080459U (en) | 2023-06-27 | 2023-06-27 | Distributed embedded disassembly-free truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220080459U true CN220080459U (en) | 2023-11-24 |
Family
ID=88830170
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321648159.5U Active CN220080459U (en) | 2023-06-27 | 2023-06-27 | Distributed embedded disassembly-free truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220080459U (en) |
-
2023
- 2023-06-27 CN CN202321648159.5U patent/CN220080459U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |