CN217419964U - Large-span superelevation roofing building carrier plate reinforcing apparatus - Google Patents
Large-span superelevation roofing building carrier plate reinforcing apparatus Download PDFInfo
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- CN217419964U CN217419964U CN202221192279.4U CN202221192279U CN217419964U CN 217419964 U CN217419964 U CN 217419964U CN 202221192279 U CN202221192279 U CN 202221192279U CN 217419964 U CN217419964 U CN 217419964U
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- carrier plate
- wire rope
- building carrier
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Abstract
The utility model discloses a large-span superelevation roofing building carrier plate reinforcing apparatus, including the building carrier plate, the up end of building carrier plate is equipped with a plurality of X type supports, per two the same support frame of fixedly connected with between the X type support, per two the same channel-section steel of equal fixedly connected with on the support frame, the lower terminal surface of building carrier plate is equipped with a plurality of square steel pipes, be connected through wire rope between square steel pipe and the channel-section steel, wire rope's both ends are all fixed through U type clamp, the lower terminal surface of channel-section steel runs through and is equipped with the through-hole, wire rope runs through the through-hole and rather than sliding connection, wire rope's lateral wall cover is equipped with the PVC sleeve pipe, wire rope runs through building carrier plate and square steel pipe, offset between the up end of square steel pipe and the lower terminal surface of building carrier plate. The utility model has the advantages of reasonable design, can effectual solution concrete building carrier plate consolidate the problem to accelerate construction progress, reduction time limit for a project, reduce cost.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a large-span superelevation roofing building carrier plate reinforcing apparatus.
Background
With the application of steel structure engineering in the building industry, the super-high and large-span public building has more and more prominent advantages in the building industry. In order to achieve the roofing effect, a construction process of adding a floor bearing plate to a steel structure frame is adopted, and in the concrete pouring construction process, a roof base plate is the floor bearing plate, so that the reinforcement measure of the floor bearing plate is involved, and a full scaffold is arranged below the floor bearing plate of the roof in the traditional construction method and is used for supporting and reinforcing the floor bearing plate, so that a plurality of difficulties are brought to the construction; reinforcing and installation device in this patent of application can effectual solution concrete floor carrier plate's reinforcement problem for the construction progress, reduction time limit for a project, reduce cost.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem existing in the prior art and providing a large-span superelevation roofing building carrier plate reinforcing apparatus.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a large-span superelevation roofing building carrier plate reinforcing apparatus, includes the building carrier plate, the up end of building carrier plate is equipped with a plurality of X type supports, per two same support frame of fixedly connected with between the X type support, per two same channel-section steel of equal fixedly connected with on the support frame, the lower terminal surface of building carrier plate is equipped with a plurality of square steel pipes, be connected through wire rope between square steel pipe and the channel-section steel, wire rope's both ends are all fixed through U type clamp.
Preferably, the lower end face of the channel steel penetrates through the through hole, and the steel wire rope penetrates through the through hole and is in sliding connection with the through hole.
Preferably, the outer side wall of the steel wire rope is sleeved with a PVC sleeve.
Preferably, the steel wire rope penetrates through the floor support plate and the square steel pipe, and the upper end face of the square steel pipe is abutted to the lower end face of the floor support plate.
Preferably, the support frame is fixedly connected with the X-shaped bracket in a welding mode.
Preferably, the X-shaped bracket is formed by welding two reinforcing steel bars to cross each other.
Compared with the prior art, the utility model, its beneficial effect does:
through the device's reinforcement and installation device, can effectual solution concrete floor carrier plate's reinforcement problem to accelerate the construction progress, reduce time limit for a project, reduce cost.
Drawings
Fig. 1 is a schematic structural view of a large-span ultrahigh roof floor deck reinforcing device provided by the utility model;
fig. 2 is an enlarged view of a part of the structure of a large-span ultrahigh roof floor deck reinforcing device provided by the utility model;
fig. 3 is the utility model provides a large-span superelevation roofing building carrier plate reinforcing apparatus's partial structure side schematic diagram.
In the figure: 1 building carrier plate, 2X type support, 3 support frames, 4 channel-section steels, 5 square steel pipes, 6 wire rope, 7U type clamps, 8PVC sleeve pipes.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-3, the large-span ultrahigh roof deck plate reinforcing device comprises a deck plate 1, wherein the deck plate 1 is a bottom stressed member of a concrete roof; the upper end face of the floor bearing plate 1 is provided with a plurality of X-shaped supports 2, the X-shaped supports 2 are formed by mutually intersecting and welding two reinforcing steel bars, the same support frame 3 is fixedly connected between every two X-shaped supports 2, the support frame 3 aims at placing channel steel 4, and the tensile force applied to the channel steel 4 is transmitted to the steel beam; the support frames 3 are fixedly connected with the X-shaped support frame 2 in a welding mode, the same channel steel 4 is fixedly connected to each two support frames 3, and the size of each channel steel 4 is 50X 100X 5; a through hole is formed in the lower end face of the channel steel 4 in a penetrating mode, so that the steel wire rope 6 can conveniently penetrate through the channel steel 4; the steel wire rope 6 penetrates through the through hole and is in sliding connection with the through hole, the lower end face of the floor support plate 1 is provided with a plurality of square steel tubes 5, the square steel tubes 5 and the channel steel 4 are connected through the steel wire rope 6, the upper channel steel 4 and the lower square steel tube 5 are connected through the tensile force of the steel wire rope 6, and the floor support plate is prevented from being deformed due to stress when concrete is poured; the outer side wall of the steel wire rope 6 is sleeved with a PVC sleeve 8, the PVC sleeve 8 is used for completing concrete pouring, and the steel wire rope 6 and other components can be conveniently detached after the requirements of design units and relevant specifications are met; wire rope 6 runs through building carrier plate 1 and square steel pipe 5, offsets between the up end of square steel pipe 5 and the lower terminal surface of building carrier plate 1, and wire rope 6's both ends are all fixed through U type clamp 7.
The utility model discloses its functional principle is explained to following mode of operation of accessible:
in the utility model, four phi 28 steel bars are welded together in a pairwise crossing manner to form an X-shaped bracket 2, and a support frame 3 is welded in the middle of the X-shaped bracket 2 and used for placing a channel steel 4; the bottom of the X-shaped bracket 2 is welded on a floor bearing plate 1 above the steel beam; horizontally placing a channel steel 4 on the support frame 3, wherein a hole of 10mm is formed in the middle of the channel steel 4 and is used for threading a steel wire rope 6; a 50mm square steel pipe 5 is placed at the lower part of the floor support plate 1, and a 10mm hole is formed in the middle of the floor support plate and used for threading a steel wire rope 6; the steel wire rope 6 penetrates through the upper channel steel 4, the floor support plate 1 and the lower square steel pipe 5, the middle part of the steel wire rope is sleeved with 10mm of a PVC sleeve 8, and the tail end of the steel wire rope is fixed by a U-shaped clamp 7.
The square steel pipe 5 at the lower part of the floor support plate 1 is connected with the channel steel 4 at the upper part by using the pulling force of the steel wire rope 6, and the end part is fixed by a U-shaped hoop 7 to form a reliable reinforcing system; cause floor carrier plate 1 to warp down and warp after producing pressure when reducing the concrete of pouring on 1 of later stage floor carrier plate.
The above, only be the embodiment of the preferred of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, which are designed to be replaced or changed equally, all should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a large-span superelevation roofing building carrier plate reinforcing apparatus, includes building carrier plate (1), its characterized in that, the up end of building carrier plate (1) is equipped with a plurality of X type supports (2), per two same support frame of fixedly connected with (3), per two on the support frame (3) same channel-section steel of equal fixedly connected with (4), the lower terminal surface of building carrier plate (1) is equipped with a plurality of square steel pipes (5), be connected through wire rope (6) between square steel pipe (5) and channel-section steel (4), the both ends of wire rope (6) are all fixed through U type clamp (7).
2. The reinforcement device for the large-span ultrahigh roof deck plate as claimed in claim 1, wherein a through hole is formed through the lower end surface of the channel steel (4), and the steel wire rope (6) is inserted through the through hole and slidably connected with the through hole.
3. The large-span ultrahigh roof floor deck reinforcement device according to claim 1, characterized in that the outer side wall of the steel wire rope (6) is sleeved with a PVC sleeve (8).
4. The reinforcing device for the large-span ultrahigh roof floor bearing plate according to claim 1, wherein the steel wire rope (6) penetrates through the floor bearing plate (1) and the square steel tube (5), and the upper end surface of the square steel tube (5) is abutted against the lower end surface of the floor bearing plate (1).
5. The reinforcement device for the large-span ultrahigh roof floor deck according to claim 1, characterized in that the support frames (3) are fixedly connected with the X-shaped brackets (2) by welding.
6. The reinforcement device for the large-span ultrahigh roof floor deck according to claim 1, wherein the X-shaped brackets (2) are formed by cross-welding two reinforcing bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221192279.4U CN217419964U (en) | 2022-05-17 | 2022-05-17 | Large-span superelevation roofing building carrier plate reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221192279.4U CN217419964U (en) | 2022-05-17 | 2022-05-17 | Large-span superelevation roofing building carrier plate reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217419964U true CN217419964U (en) | 2022-09-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221192279.4U Active CN217419964U (en) | 2022-05-17 | 2022-05-17 | Large-span superelevation roofing building carrier plate reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217419964U (en) |
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2022
- 2022-05-17 CN CN202221192279.4U patent/CN217419964U/en active Active
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