CN215977990U - Assembly type disassembly-free steel bar truss floor bearing plate - Google Patents
Assembly type disassembly-free steel bar truss floor bearing plate Download PDFInfo
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- CN215977990U CN215977990U CN202122392020.6U CN202122392020U CN215977990U CN 215977990 U CN215977990 U CN 215977990U CN 202122392020 U CN202122392020 U CN 202122392020U CN 215977990 U CN215977990 U CN 215977990U
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Abstract
The utility model relates to the technical field of building structures, in particular to an assembly type disassembly-free steel bar truss floor bearing plate. The utility model adopts the following technical scheme that: the utility model provides an assembled exempt from to tear open steel bar truss building carrier plate, including building carrier plate bottom plate, C shaped steel, steel bar truss and support frame, building carrier plate bottom plate top is listed as and is provided with a plurality of C shaped steel, C shaped steel bottom fixed mounting is on building carrier plate bottom plate, steel bar truss includes main muscle down, main muscle down and the web member that is located the end to end between main muscle and the lower main muscle, the welding of main muscle is in the C shaped steel top that is a, the top welding of support frame is on steel bar truss's last main muscle, the bottom welding is on C shaped steel. The utility model has the beneficial effects that: this floor steel bar truss is whole component, and its stability is high, and the bottom template is for exempting from to tear open the formula, shifts a large amount of site operation to factory production, and degree of mechanization is high, has reduced the work load of construction, has improved the factor of safety of construction, has reduced personnel's waste, has improved labor efficiency.
Description
Technical Field
The utility model relates to the technical field of building structures, in particular to an assembly type disassembly-free steel bar truss floor bearing plate.
Background
In traditional construction, the building carrier plate is pour and is generally adopted on-the-spot to build the steel bar truss, support the steel bar truss through setting up the template below the steel bar truss, reuse scaffold frame supports the template, pour and accomplish the back, dismantle the template, the job site need do steel bar processing, prop up the template, ligature reinforcing bar, work such as concreting, work load is big and loaded down with trivial details, and on-the-spot potential safety hazard is more, work efficiency is low, and can't accurately firmly fix a position and fix the floor reinforcing bar during site operation, the template cycle is longer in the later stage demolishment, scaffold frame support scheme mostly is full spread and sets up, follow-up construction operation is slow, cause the wasting of resources, the environmental protection problem, potential safety hazard and accident are many, high labor intensity, construction mechanization degree is low, relative work efficiency is at the bottom.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an assembly type disassembly-free steel bar truss floor bearing plate aiming at the defects and shortcomings of the prior art, the floor steel bar truss is an integral component, the stability is high, a bottom template is in a disassembly-free type, a large amount of field construction operation is transferred to factory production, the mechanization degree is high, the installation on a construction field is simple, the workload of field construction is greatly reduced, the safety coefficient of field construction is improved, the personnel waste is reduced, and the labor efficiency is improved.
In order to achieve the purpose, the utility model adopts the following technical scheme: the utility model provides an assembled exempt from to tear open steel bar truss building carrier plate, includes building carrier plate bottom plate 1, C shaped steel 2, steel bar truss 3 and support frame 4, 1 top of building carrier plate bottom plate is listed as and is provided with a plurality of C shaped steel 2, and 2 bottom fixed mounting of C shaped steel are on building carrier plate bottom plate 1, steel bar truss 3 includes main muscle 31, lower main muscle 32 and is located main muscle 31 and the web member 33 of end to end between the main muscle 32 down, and lower main muscle 32 welds in the C shaped steel 2 top that is a, and the top welding of support frame 4 is on steel bar truss 3's last main muscle 31, and the bottom welding is on C shaped steel 2.
Furthermore, be provided with a plurality of archs 11 on the upper surface of floor carrier plate bottom plate 1, in order to increase concrete placement time and floor carrier plate bottom plate 1's area of contact, the adhesion of reinforcing concreting and floor carrier plate bottom plate 1.
Furthermore, a plurality of rows of C-shaped steel 2 are arranged above the floor support plate bottom plate 1.
Furthermore, all the C-shaped steels 2 in the same column are fixedly arranged on the floor support plate bottom plate 1 in parallel.
Further, C shaped steel 2 passes through self tapping screw fixed mounting on floor carrier plate bottom plate 1.
Further, the upper main rib 31 and the lower main rib 32 are parallel to each other in the length direction.
Further, the steel bar truss 3 is vertically welded on the C-shaped steel 2.
Furthermore, the support frame 4 is vertically welded to the upper main rib 31, so that the support frame 4 can support the steel bar truss 3 more stably.
Further, two adjacent support frames 4 welded to the same upper main rib 31 are respectively located on both sides of the upper main rib 31.
Furthermore, the floor support plate bottom plate 1 is a disassembly-free template.
After the technical scheme is adopted, the utility model has the beneficial effects that: 1. compared with the traditional construction operation, the bottom layer disassembly-free cement board replaces a plastering layer, no material is abraded and wasted, and the disassembly-free effect is achieved; 2. compared with the traditional construction operation, the construction quality is improved, a large amount of field construction operation is transferred to factory production, the resource waste is reduced, the field pollution problem is solved, the potential safety hazard is reduced, the labor efficiency is improved, the manufacture is flexible, the mechanization degree is high, and the building construction dream of making high-altitude live ground and making a vertical live plane is really realized; 3. the disassembly-free floor slab with the structure has wider application range and can be suitable for shear wall structures, frame structures, steel structures, rural civil houses and the like.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of the present invention.
FIG. 2 is a schematic view of the structure of the C-shaped steel of the present invention.
Fig. 3 is a schematic view of the structure of the steel bar truss according to the present invention.
Description of reference numerals: floor carrier plate bottom plate 1, C shaped steel 2, steel bar truss 3, support frame 4, last main muscle 31, lower main muscle 32, web member 33, arch 11.
Detailed Description
Referring to fig. 1 to fig. 3, the technical solution adopted by the present embodiment is: the utility model provides an assembled exempt from to tear open steel bar truss building carrier plate, including building carrier plate bottom plate 1, C shaped steel 2, steel bar truss 3 and support frame 4, self-tapping screw and 1 fixed connection of building carrier plate bottom plate are passed through to the bottom of C shaped steel 2, a plurality of C shaped steel 2 become to be listed as and set up on 1 upper surface of building carrier plate bottom plate, and each C shaped steel 2 in the same row is parallel to each other, with building carrier plate bottom plate 1's area of contact when in order to strengthen concrete placement, concrete and building carrier plate bottom plate 1's adhesion is pour in the reinforcing, be provided with a plurality of archs 11 on 1's the upper surface of building carrier plate bottom plate, building carrier plate bottom plate 1 is for exempting from to tear open the template.
The steel bar truss 3 comprises an upper main rib 31, a lower main rib 32 and web members 33 which are positioned between the upper main rib 31 and the lower main rib 32 and are connected end to end, the upper main rib 31 and the lower main rib 32 are parallel to each other along the length direction, and the lower main rib 32 is vertically welded above the C-shaped steel 2 which is in a row.
The top welding of support frame 4 is on steel bar truss 3's last main muscle 31, and the bottom welding is on C shaped steel 2, and in order to make support frame 4 more stable to steel bar truss 3's support, support frame 4 welds perpendicularly on last main muscle 31, and welds two adjacent support frames 4 on same last main muscle 31 and be located the both sides of main muscle 31 respectively.
After the technical scheme is adopted, the utility model has the beneficial effects that: 1. compared with the traditional construction operation, the bottom layer disassembly-free cement board replaces a plastering layer, no material is abraded and wasted, and the disassembly-free effect is achieved; 2. compared with the traditional construction operation, the construction quality is improved, a large amount of field construction operation is transferred to factory production, the resource waste is reduced, the field pollution problem is solved, the potential safety hazard is reduced, the labor efficiency is improved, the manufacture is flexible, the mechanization degree is high, and the building construction dream of making high-altitude live ground and making a vertical live plane is really realized; 3. the disassembly-free floor slab with the structure has wider application range and can be suitable for shear wall structures, frame structures, steel structures, rural civil houses and the like.
The above description is only for the purpose of illustrating the technical solutions of the present invention and not for the purpose of limiting the same, and other modifications or equivalent substitutions made by those skilled in the art to the technical solutions of the present invention should be covered within the scope of the claims of the present invention without departing from the spirit and scope of the technical solutions of the present invention.
Claims (10)
1. The utility model provides an assembled exempt from to tear open steel bar truss building carrier plate which characterized in that: it includes building carrier plate bottom plate (1), C shaped steel (2), steel bar truss (3) and support frame (4), building carrier plate bottom plate (1) top is listed as and is provided with a plurality of C shaped steel (2), and C shaped steel (2) bottom fixed mounting is on building carrier plate bottom plate (1), steel bar truss (3) are including last main muscle (31), down main muscle (32) and be located main muscle (31) and down web member (33) of end to end between main muscle (32), and lower main muscle (32) welding is in C shaped steel (2) top that is a row, and the top welding of support frame (4) is on last main muscle (31) of steel bar truss (3), and the bottom welding is on C shaped steel (2).
2. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: the upper surface of the floor support plate bottom plate (1) is provided with a plurality of bulges (11).
3. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: a plurality of rows of C-shaped steel (2) are arranged above the floor support plate bottom plate (1).
4. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: and all the C-shaped steels (2) in the same column are fixedly arranged on the floor bearing plate bottom plate (1) in parallel.
5. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: c shaped steel (2) pass through self tapping screw fixed mounting on floor carrier plate bottom plate (1).
6. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: the upper main rib (31) and the lower main rib (32) are parallel to each other along the length direction.
7. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: the steel bar truss (3) is vertically welded on the C-shaped steel (2).
8. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: the support frame (4) is vertically welded on the upper main rib (31) so that the support frame (4) can support the steel bar truss (3) more stably.
9. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: two adjacent support frames (4) welded on the same upper main rib (31) are respectively positioned at two sides of the upper main rib (31).
10. The assembly type disassembly-free steel bar truss floor deck as claimed in claim 1, wherein: the floor support plate bottom plate (1) is a disassembly-free template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122392020.6U CN215977990U (en) | 2021-09-30 | 2021-09-30 | Assembly type disassembly-free steel bar truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122392020.6U CN215977990U (en) | 2021-09-30 | 2021-09-30 | Assembly type disassembly-free steel bar truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215977990U true CN215977990U (en) | 2022-03-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122392020.6U Active CN215977990U (en) | 2021-09-30 | 2021-09-30 | Assembly type disassembly-free steel bar truss floor bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215977990U (en) |
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2021
- 2021-09-30 CN CN202122392020.6U patent/CN215977990U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Hebei Yijia Integrated Housing Co.,Ltd. Assignor: Hebei Shengtong truss floor bearing plate Technology Co.,Ltd. Contract record no.: X2023980040141 Denomination of utility model: A prefabricated non dismantling steel bar truss floor support plate Granted publication date: 20220308 License type: Common License Record date: 20230818 |