CN221168313U - Novel superimposed floor carrier plate - Google Patents
Novel superimposed floor carrier plate Download PDFInfo
- Publication number
- CN221168313U CN221168313U CN202323201239.9U CN202323201239U CN221168313U CN 221168313 U CN221168313 U CN 221168313U CN 202323201239 U CN202323201239 U CN 202323201239U CN 221168313 U CN221168313 U CN 221168313U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- support plate
- triangular
- bar trusses
- rib
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 238000009434 installation Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000003351 stiffener Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a novel superposed floor support plate, which comprises a floor support plate body, a plurality of triangular steel bar trusses pre-buried on the floor support plate body and reinforcing rib rods arranged between the triangular steel bar trusses; the building support plate is characterized by comprising vertical steel bar trusses which are pre-buried between the triangular steel bar trusses on the building support plate body; and the reinforcing rib rod is also provided with a plurality of positioning triangular frames which are convenient for the installation and positioning of the reinforcing rib rod. According to the utility model, the vertical steel bar trusses are used for being inserted between the triangular steel bar trusses, so that the usage amount of the triangular steel bar trusses is reduced, and the production cost is reduced; the reinforcing rib rods are positioned and installed between the triangular steel bar trusses and the vertical steel bar trusses by utilizing the positioning triangular frames, so that the reinforcing rib rods are convenient to install.
Description
Technical Field
The utility model relates to the technical field of laminated floor support plates, in particular to a novel laminated floor support plate.
Background
The mechanical properties of the superposed floor carrier plate are basically the same as those of the traditional cast-in-situ floor slab, and the superposed floor carrier plate is widely applied to the construction of various buildings, but in the prior art, triangular steel bar trusses with the same structure and size are pre-buried on a floor carrier plate body, a plurality of lower chord bars are needed when the triangular steel bar trusses are welded, web member bars are needed to be welded between the lower chord bars and the upper chord bars, the production cost is increased, reinforcing bars are needed to be welded between the steel bar trusses for increasing the overall stability of the floor carrier plate, the reinforcing bars are needed to be fixed by manual work while being welded, and the phenomenon of deflection of the reinforcing bars is placed, so that the installation time is increased, and the installation efficiency is reduced. Therefore, a novel laminated floor support plate is provided.
Disclosure of Invention
The utility model aims to solve the problems and provides a novel laminated floor support plate.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a novel superposed floor support plate comprises a floor support plate body, a plurality of triangular steel bar trusses pre-buried on the floor support plate body and reinforcing rib rods arranged between the triangular steel bar trusses; the building support plate is characterized by comprising vertical steel bar trusses which are pre-buried between the triangular steel bar trusses on the building support plate body; and the reinforcing rib rod is also provided with a plurality of positioning triangular frames which are convenient for the installation and positioning of the reinforcing rib rod.
Preferably, the triangular steel bar truss and the vertical steel bar truss comprise an upper chord rib, a lower chord rib and web member ribs fixed between the upper chord rib and the lower chord rib; and the lower chord rib is provided with a mounting groove matched with the positioning tripod.
Preferably, the web bars are fixed between the upper chord bars and the lower chord bars in a wave shape.
Preferably, the triangular steel bar truss is provided with a plurality of lower chord tendons; and web members are arranged between the upper chord rib and the lower chord rib.
The utility model has the beneficial effects that: the vertical steel bar trusses are inserted between the triangular steel bar trusses, so that the usage amount of the triangular steel bar trusses is reduced, and the production cost is reduced;
The reinforcing rib rods are positioned and installed between the triangular steel bar trusses and the vertical steel bar trusses by utilizing the positioning triangular frames, so that the reinforcing rib rods are convenient to install.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic structural view of the vertical steel bar truss of the present utility model.
Fig. 3 is a schematic structural view of the reinforcing bar of the present utility model.
Fig. 4 is an enlarged view of a portion of fig. 3a of the present utility model.
Fig. 5 is a schematic structural view of the triangular steel bar truss of the present utility model.
Legend description: 1. a floor support plate body; 2. triangular steel bar truss; 201. a chord rib is arranged; 202. a lower chord rib; 203. web member ribs; 204. a mounting groove; 3. a reinforcing bar; 4. a vertical steel bar truss; 5. and positioning the tripod.
Description of the embodiments
The novel laminated floor support plate disclosed by the utility model is further described below by referring to the attached drawings.
Referring to fig. 1-5, a novel laminated floor support plate in this embodiment includes a floor support plate body 1, a plurality of triangular steel bar trusses 2 pre-buried on the floor support plate body 1, and reinforcing bar rods 3 installed between the triangular steel bar trusses 2; the building support plate is characterized by comprising vertical steel bar trusses 4 which are arranged on the building support plate body 1 in a pre-buried mode and are arranged between the triangular steel bar trusses 2 in a pre-buried mode; the reinforcing rib rod 3 is also provided with a plurality of positioning triangular frames 5 which are convenient for the installation and positioning of the reinforcing rib rod 3; the vertical steel bar trusses 4 are inserted between the triangular steel bar trusses 2, so that the usage amount of the triangular steel bar trusses 2 is reduced, and the production cost is reduced; the reinforcing rib rods 3 are positioned and installed between the triangular steel bar trusses 2 and the vertical steel bar trusses 4 by utilizing the positioning triangular frames 5, so that the reinforcing rib rods 3 are convenient to install.
Referring to fig. 1-5, the triangular steel bar truss 2 and the vertical steel bar truss 4 each include an upper chord rib 201, a lower chord rib 202, and web members 203 fixed between the upper chord rib 201 and the lower chord rib 202; the lower chord rib 201 is provided with a mounting groove 204 which is matched with the positioning tripod 5; web bar 203 is fixed between upper chord bar 201 and lower chord bar 202 in a wave shape; a plurality of lower chord ribs 202 are arranged on the triangular steel bar truss 2; web members 203 are arranged between the upper chord rib 201 and the lower chord rib 202; the positioning and mounting of the stiffener 3 are facilitated by mounting the positioning tripod 5 on the stiffener 3 to the mounting groove 204 on the lower chord 201.
In the utility model, firstly, the triangular steel bar truss 2 and the vertical steel bar truss 4 are installed on the floor support plate body 1 in a staggered manner through concrete embedding, then the positioning tripod 5 on the reinforcing bar 3 is installed on the installation groove 204 on the lower chord rib 201, the reinforcing bar 3 is pre-positioned, and then the reinforcing bar 3 is fixed through welding.
The above embodiments are illustrative of the present utility model, and not limiting, and any simple modifications of the present utility model fall within the scope of the present utility model.
Claims (4)
1. A novel superposed floor support plate comprises a floor support plate body (1), a plurality of triangular steel bar trusses (2) pre-buried on the floor support plate body (1) and reinforcing rib rods (3) arranged between the triangular steel bar trusses (2); the building support plate is characterized by comprising vertical steel bar trusses (4) which are pre-buried between the triangular steel bar trusses (2) on the building support plate body (1); and a plurality of positioning triangular frames (5) which are convenient for installing and positioning the reinforcing rib rods (3) are further arranged on the reinforcing rib rods (3).
2. A novel laminated floor support plate as claimed in claim 1, wherein: the triangular steel bar truss (2) and the vertical steel bar truss (4) comprise an upper chord rib (201), a lower chord rib (202) and web member ribs (203) fixed between the upper chord rib (201) and the lower chord rib (202); and the lower chord rib (202) is provided with a mounting groove (204) which is matched with the positioning tripod (5).
3. A novel laminated floor support plate as claimed in claim 2, wherein: the web bars (203) are fixed between the upper chord bars (201) and the lower chord bars (202) in a wave shape.
4. A novel laminated floor support plate as claimed in claim 2, wherein: a plurality of lower chord ribs (202) are arranged on the triangular steel bar truss (2); web members (203) are arranged between the upper chord rib (201) and the lower chord rib (202).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323201239.9U CN221168313U (en) | 2023-11-27 | 2023-11-27 | Novel superimposed floor carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323201239.9U CN221168313U (en) | 2023-11-27 | 2023-11-27 | Novel superimposed floor carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221168313U true CN221168313U (en) | 2024-06-18 |
Family
ID=91440260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323201239.9U Active CN221168313U (en) | 2023-11-27 | 2023-11-27 | Novel superimposed floor carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221168313U (en) |
-
2023
- 2023-11-27 CN CN202323201239.9U patent/CN221168313U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211775739U (en) | Detachable formwork structure for cast-in-place concrete slab | |
| CN111749364B (en) | Assembled composite wall based on C-shaped steel and construction method thereof | |
| CN221168313U (en) | Novel superimposed floor carrier plate | |
| CN202509667U (en) | Combined steel bar truss floor bearing plate | |
| CN202954464U (en) | Steel bar truss template | |
| CN217896925U (en) | Steel net mould steel bar truss floor support plate | |
| CN211775070U (en) | Floor support plate connected by its shaped folded plate | |
| CN113944309A (en) | Cold-formed steel support beam framework and construction method thereof | |
| CN113898103A (en) | Light steel keel framework concrete composite floor slab bottom plate | |
| CN211949131U (en) | Combined upper-chord corrugated web ribbed secondary beam floor system | |
| CN221168358U (en) | Special-shaped wallboard | |
| CN219909540U (en) | Superimposed floor carrier plate | |
| CN207314518U (en) | One kind is exempted to support layered assembling type steel structure | |
| CN219825611U (en) | Connection structure of assembled disassembly-free building carrier plate and concrete beam | |
| CN215977990U (en) | Assembly type disassembly-free steel bar truss floor bearing plate | |
| CN216740821U (en) | Reinforcing and pressing device for steel plate for opening masonry wall | |
| CN111119401B (en) | Floor support plate connected by folded plates and preparation method thereof | |
| CN216075816U (en) | Light steel keel framework concrete composite floor slab bottom plate | |
| CN216865647U (en) | Reinforced steel bar truss floor bearing plate | |
| CN218894285U (en) | Lattice type composite beam | |
| CN216552933U (en) | Cold-formed steel supporting beam framework | |
| CN217461131U (en) | Exempt from to tear open mould steel bar truss building carrier plate | |
| CN220487090U (en) | Shaping template device of overhead operation unilateral formwork | |
| CN216239254U (en) | Steel pipe truss superimposed sheet construction braced system | |
| CN217949543U (en) | Metal connecting structure used between steel bar truss and template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |