CN211396202U - Prefabricated floor of assembled - Google Patents
Prefabricated floor of assembled Download PDFInfo
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- CN211396202U CN211396202U CN201922106460.3U CN201922106460U CN211396202U CN 211396202 U CN211396202 U CN 211396202U CN 201922106460 U CN201922106460 U CN 201922106460U CN 211396202 U CN211396202 U CN 211396202U
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- floor slab
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- precast floor
- concrete
- shaped steel
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Abstract
The utility model provides an assembled prefabricated floor slab, belonging to the technical field of buildings; the prefabricated floor slab comprises a concrete floor slab main body and further comprises H-shaped steel, and a steel bar net piece is laid by taking the lower flange of the H-shaped steel as a fulcrum to form the concrete floor slab main body. The prefabricated floor of assembled cost is low, and construction speed is fast, and industrialization degree is high, and concrete floor main part bottom surface levels, need not secondary furred ceiling, can save partly interior space, in addition, can provide the no roof beam interior space of very large-span, for indoor nimble division provide convenient condition.
Description
Technical Field
The utility model relates to a building technical field especially indicates an assembled prefabricated floor.
Background
Along with economic construction and social development, steel structure buildings are applied more and more. At present, in most steel structure buildings, the floor slab is a profiled steel plate concrete floor slab or a steel bar truss floor bearing plate cast-in-place concrete floor slab. The profiled steel plate concrete floor is formed by directly pouring concrete on a profiled steel plate serving as a construction template of the concrete floor, and has the advantages of high installation speed, simplicity and convenience in operation and the like. Profiled steel plate concrete floor slabs are divided into a combined type and a non-combined type. The profiled steel sheet is used for replacing part of the bottom reinforcing steel bars of the floor slab to participate in the stress of the floor slab. However, when such a floor slab is used, the profiled steel sheets must be protected against fire, and the expensive cost of fire protection makes the composite floor slab less applicable. The non-combined floor slab is the same as the steel bar truss floor bearing plate, and only the profiled steel sheet is used as a construction template, so that the waste is caused economically, and the cost is higher indirectly. In addition, for aesthetic and practical purposes, the profiled steel sheet concrete floor slab must be subjected to secondary suspended ceiling, is not in accordance with the idea of energy-saving and low-carbon building, and is difficult to meet the cost control requirement of developers. The concrete floor slab is directly adopted, so that the method is economical, the traditional construction method is to directly set up a scaffold and then install a template, but the method has large workload and long construction period.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a higher and fire prevention treatment expense expensive problem of cost that exists in order to solve the construction of current steel construction building templates of assembled precast floor.
In order to solve the technical problem, the utility model provides a following technical scheme:
the utility model provides an assembled precast floor slab, includes concrete floor slab main part, assembled precast floor slab still includes H shaped steel, with the reinforcing bar net piece has been laid as the fulcrum to the lower flange of H shaped steel to form concrete floor slab main part.
Wherein, the web plate of the H-shaped steel is provided with a hole.
And L-shaped cover plates are arranged at two ends of the H-shaped steel.
The H-shaped steel is a hot-rolled H-shaped steel beam or a welded H-shaped steel beam.
Wherein, the shape of the hole is rectangle, square, ellipse or round.
The L-shaped cover plate is integrally formed or welded by steel plates.
The upper end of the abutted seam of the concrete floor main body is welded and fixed with the steel beam through a connecting plate, and then fine stone concrete is poured and filled or is covered by a refractory plate.
The utility model discloses an above-mentioned technical scheme's beneficial effect as follows:
in the scheme, the main components of the fabricated precast floor slab are all prefabricated components, so that the fabricated precast floor slab is simple and convenient to connect, easy to install, low in manufacturing cost, convenient for modular manufacturing and high in industrialization degree; when the prefabricated floor slab is installed, multiple layers of construction can be carried out simultaneously, and the construction efficiency is high; concrete floor main part bottom surface is level and smooth, need not secondary furred ceiling, can save partly interior space, in addition, can provide the no roof beam interior space of very large-span, cuts apart the convenient condition of providing for indoor flexibility.
Drawings
Fig. 1 is a schematic structural view of the fabricated precast floor slab of the present invention;
fig. 2 is a first schematic view of the installation of the prefabricated floor slab of the present invention;
fig. 3 is the utility model discloses prefabricated floor's of assembled installation schematic diagram two.
[ reference numerals ]
1. H-shaped steel;
2. a concrete floor main body;
3. a hole;
4. an L-shaped cover plate;
5. a sound insulating material cushion layer;
6. a concrete slab is cast in situ on the top;
7. a connecting plate;
8. reinforcing ribs;
9. fine stone concrete;
10. a steel beam;
11. a refractory plate.
Detailed Description
In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the following detailed description will be given with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1-3, the embodiment of the utility model provides an assembled precast floor slab, including concrete floor main part 2, assembled precast floor slab still includes H shaped steel 1, with reinforcing bar net piece has been laid as the fulcrum to H shaped steel 1's bottom flange to form concrete floor main part 2, wherein, reinforcing bar net piece is ordinary reinforcing bar net piece or adds the reinforcing bar net piece of prestressing steel.
As shown in fig. 1, a hole 3 is formed in a web plate of the H-shaped steel 1, so that water, electricity and air-conditioning pipes can pass through the hole, and the inner space of the fabricated precast floor slab is utilized to the maximum extent.
As shown in fig. 1, L-shaped cover plates 4 are arranged at two ends of the H-shaped steel 1.
The H-shaped steel 1 is a hot-rolled H-shaped steel beam or a welded H-shaped steel beam.
Wherein, the shape of the hole 3 is rectangle, square, ellipse or circle.
The L-shaped cover plate 4 is an integrally formed angle steel or steel casting, and may also be formed by welding steel plates.
As shown in fig. 2 and 3, the upper end of the abutted seam of the concrete floor body 2 is welded and fixed with a steel beam 10 through a connecting plate 7, and then is cast and filled with fine stone concrete 9 or is covered with a refractory plate 11.
The utility model provides an installation of assembled precast floor as follows:
1. hoisting the concrete floor main body 2, aligning the concrete floor main body with the steel beam 10, and lapping the L-shaped cover plates 4 at two ends on the upper flange of the steel beam of the steel structure building;
2. welding the L-shaped cover plates 4 at the two ends with the steel beam 10, and welding and fixing the upper end of the concrete floor main body 2 with the lower flange of the steel beam 10 through a connecting plate;
3. sealing the abutted seams of the concrete floor main body 2 from the bottom end by using refractory plates 11 or pouring and filling fine stone concrete;
4. laying water, electricity and air-conditioning pipelines through the holes 3 of the web plate of the H-shaped steel 1;
5. and (3) installing a top plate of the floor slab, wherein the top plate can adopt the form of corrugated steel plates and cast-in-place concrete, and also can adopt the form of thin keels, OSB plates and floor boards made of various materials.
In the scheme, the main components of the fabricated precast floor slab are all prefabricated components, so that the fabricated precast floor slab is simple and convenient to connect, easy to install, low in manufacturing cost, convenient for modular manufacturing and high in industrialization degree; when the prefabricated floor slab is installed, multiple layers of construction can be carried out simultaneously, and the construction efficiency is high; water and electricity pipelines can be laid in the fabricated precast floor slab, so that a large amount of space is saved; concrete floor main part bottom surface is level and smooth, need not secondary furred ceiling, can save partly interior space, in addition, can provide the no roof beam interior space of very large-span, cuts apart the convenient condition of providing for indoor flexibility.
The foregoing is a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations should also be regarded as the protection scope of the present invention.
Claims (7)
1. The utility model provides an assembled precast floor slab, includes concrete floor slab main part, its characterized in that, assembled precast floor slab still includes H shaped steel, with the reinforcing bar net piece has been laid as the fulcrum to the lower flange of H shaped steel to form concrete floor slab main part.
2. The fabricated precast floor slab of claim 1, wherein a hole is formed on the web of the H-shaped steel.
3. The fabricated precast floor slab according to claim 1 or 2, wherein both ends of the H-shaped steel are provided with L-shaped cover plates.
4. The fabricated precast floor slab of claim 1, wherein the H-section steel is a hot-rolled H-section steel beam or a welded H-section steel beam.
5. The fabricated precast floor slab according to claim 2, wherein the hole has a shape of a rectangle, a square, an ellipse, or a circle.
6. The fabricated precast floor slab of claim 3, wherein the L-shaped cover plate is integrally formed or welded by steel plates.
7. The fabricated precast floor slab of claim 1, wherein the upper end of the spliced seam of the concrete floor slab body is welded and fixed to the steel beam by a connection plate and then cast and filled with fine stone concrete or capped with a refractory slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922106460.3U CN211396202U (en) | 2019-11-29 | 2019-11-29 | Prefabricated floor of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922106460.3U CN211396202U (en) | 2019-11-29 | 2019-11-29 | Prefabricated floor of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211396202U true CN211396202U (en) | 2020-09-01 |
Family
ID=72232673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922106460.3U Active CN211396202U (en) | 2019-11-29 | 2019-11-29 | Prefabricated floor of assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211396202U (en) |
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2019
- 2019-11-29 CN CN201922106460.3U patent/CN211396202U/en active Active
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