CN218522035U - Detachable steel bar truss floor support plate - Google Patents
Detachable steel bar truss floor support plate Download PDFInfo
- Publication number
- CN218522035U CN218522035U CN202222644173.XU CN202222644173U CN218522035U CN 218522035 U CN218522035 U CN 218522035U CN 202222644173 U CN202222644173 U CN 202222644173U CN 218522035 U CN218522035 U CN 218522035U
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- steel bar
- bar truss
- connecting portion
- bearing
- steel
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Abstract
The utility model belongs to the technical field of steel bar truss building carrier plate production transportation and specifically relates to a removable steel bar truss building carrier plate, draw the component including steel bar truss, die plate and with the pressure-bearing of die plate rigid coupling, steel bar truss includes last chord steel, first chord steel and second chord steel, and the component is drawn including first connecting portion and the second connecting portion that are located the pressure-bearing respectively and draw the component both sides, is equipped with on the first connecting portion to be used for the card to go into the side semicircular groove of first chord steel, is equipped with the spacing portion of elasticity that is used for blocking second chord steel on the second connecting portion. Through setting up the bearing and drawing the component to link to each other with steel bar truss and die block board, under the circumstances of guaranteeing bearing strength and construction quality, simplified the manufacturing process and the connected mode of removable steel bar truss building carrier plate, can reach the equipment condition with automation line and job site, improved production work efficiency.
Description
Technical Field
The utility model relates to a steel bar truss building carrier plate production transportation field especially relates to a removable steel bar truss building carrier plate.
Background
The steel bar truss is a truss formed by connecting steel bars serving as an upper chord, a lower chord and web members through resistance spot welding; the steel bar truss floor bearing plate is a combined bearing plate formed by connecting a steel bar truss and a bottom plate into a whole through resistance spot welding.
The detachable steel bar truss floor support plate is required to be connected with the template for assembly molding during production, the cost for manufacturing, installation, transportation, hoisting and materials is high, the cost for each link of the traditional method of using welding assembly and subsequent transportation is high, the construction progress of the whole project is influenced, and the efficiency is low.
Therefore, the design of a detachable steel bar truss floor deck is a technical problem to be solved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that overcome exist among the prior art not enough, provide a removable steel bar truss building carrier plate.
The utility model discloses a realize through following technical scheme: the utility model provides a removable steel bar truss building carrier plate, includes steel bar truss, die plate and draws the member with the pressure-bearing of die plate rigid coupling, and steel bar truss includes last chord steel, first last chord steel and second last chord steel, and the member is drawn in the pressure-bearing includes first connecting portion and the second connecting portion that are located the pressure-bearing respectively and draw the member both sides, is equipped with the side semicircular groove that is used for the card to go into first last chord steel on the first connecting portion, is equipped with the spacing portion of elasticity that is used for blocking second last chord steel on the second connecting portion.
According to the technical scheme, preferably, the upper chord steel bar is fixedly connected with the first lower chord steel bar and the second lower chord steel bar through the web bar.
According to the technical scheme, preferably, the surface of the bottom template is provided with a fixing hole, and the pressure-bearing pull member is fixedly connected with the bottom template through a fastening screw penetrating through the fixing hole.
According to the technical scheme, preferably, a gasket is arranged between the bottom template and the fastening screw.
According to the technical scheme, preferably, a bayonet used for the second lower chord steel bar to enter is formed between the elastic limiting part and the second connecting part, and the size of the bayonet is smaller than the diameter of the second lower chord steel bar.
The utility model has the advantages that: through setting up the pressure and drawing the component and link to each other with steel bar truss and die block board, under the circumstances of guaranteeing bearing strength and construction quality, simplified the manufacture process and the connected mode of removable steel bar truss building carrier plate, can reach with automation line and job site's equipment condition, improved production work efficiency.
Drawings
Fig. 1 shows a schematic diagram of an embodiment of the present invention.
In the figure: 1. a bottom template; 2. upper chord steel bars; 3. a first lower chord rebar; 4. a second lower chord reinforcement; 5. a first connection portion; 6. a second connecting portion; 7. the semicircular groove is arranged on the side; 8. an elastic limiting part; 9. Web bar ribs; 10. a fixing hole; 11. fastening screws; 12. a gasket; 13. and (4) a bayonet.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the present invention will be further described in detail with reference to the accompanying drawings and the best embodiment.
As shown in the figure, the utility model provides a removable steel bar truss building carrier plate, including steel bar truss, die block board 1 and with the pressure-bearing of 1 rigid coupling of die block board draw the component, steel bar truss includes last quarter reinforcing bar 2, first quarter reinforcing bar 3 and second quarter reinforcing bar 4, the component is drawn including being located the pressure-bearing respectively and drawing first connecting portion 5 and second connecting portion 6 of component both sides, is equipped with on the first connecting portion 5 to be used for the card to go into the side semicircular groove 7 of first quarter reinforcing bar 3, is equipped with the spacing portion 8 of elasticity that is used for blocking second quarter reinforcing bar 4 on the second connecting portion 6.
This application is when using, draws the member rigid coupling with the die block board with the pressure-bearing to put into the side with first lower chord reinforcing bar and lean on the jail in putting the half slot, the spacing portion of second lower limit reinforcing bar card income elasticity, thereby accomplish the installation of integrated device, assembly process is simple and convenient, subsequent use and the transportation of being convenient for.
According to the above embodiment, preferably, the upper-chord reinforcement 2 is fixedly connected with the first lower-chord reinforcement 3 and the second lower-chord reinforcement 4 through the web bars 9.
According to the above embodiment, preferably, the bottom form 1 is provided with fixing holes 10 on the surface, and the pressure-bearing pull member is fixedly connected with the bottom form 1 through fastening screws 11 penetrating through the fixing holes 10, so that the bottom form and the pressure-bearing pull member can be firmly fastened to form a bearing capacity.
According to the above embodiment, preferably, a washer 12 is provided between the bottom mold plate 1 and the fastening screw 11.
According to the above embodiment, preferably, a bayonet 13 for the second lower chord steel bar 4 to enter is formed between the elastic limiting portion 8 and the second connecting portion 6, the size of the bayonet 13 is smaller than the diameter of the second lower chord steel bar 4, and after the second lower chord steel bar is pressed into the bayonet, the elastic limiting portion can firmly clamp the second lower chord steel bar.
The utility model has the advantages that: through setting up the pressure and drawing the component and link to each other with steel bar truss and die block board, under the circumstances of guaranteeing bearing strength and construction quality, simplified the manufacture process and the connected mode of removable steel bar truss building carrier plate, improved production work efficiency.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (5)
1. The utility model provides a removable steel bar truss building carrier plate, includes steel bar truss, die block board and draws the component with the pressure-bearing of die block board rigid coupling, steel bar truss includes last quarter reinforcing bar, first last quarter reinforcing bar and second last quarter reinforcing bar, its characterized in that, the component is drawn including being located the pressure-bearing respectively and drawing first connecting portion and the second connecting portion of component both sides, be equipped with on the first connecting portion and be used for the card to go into the side of first last quarter reinforcing bar and put the half slot, be equipped with the spacing portion of elasticity that is used for blocking second last quarter reinforcing bar on the second connecting portion.
2. The removable steel truss deck as recited in claim 1, wherein said upper chord member is secured to said first lower chord member and said second lower chord member by web members.
3. The detachable steel bar truss floor deck according to claim 1, wherein the bottom form has fixing holes on its surface, and the pressure-bearing pull member is fixedly connected to the bottom form by fastening screws passing through the fixing holes.
4. The detachable steel bar truss floor deck as recited in claim 3, wherein a spacer is provided between said bottom form and said fastening screw.
5. The detachable steel bar truss floor deck according to claim 1, wherein a bayonet for the second lower chord steel bar to enter is formed between the elastic limiting portion and the second connecting portion, and the size of the bayonet is smaller than the diameter of the second lower chord steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222644173.XU CN218522035U (en) | 2022-10-09 | 2022-10-09 | Detachable steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222644173.XU CN218522035U (en) | 2022-10-09 | 2022-10-09 | Detachable steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218522035U true CN218522035U (en) | 2023-02-24 |
Family
ID=85248948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222644173.XU Active CN218522035U (en) | 2022-10-09 | 2022-10-09 | Detachable steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218522035U (en) |
-
2022
- 2022-10-09 CN CN202222644173.XU patent/CN218522035U/en active Active
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