CN211850263U - Through-type full precast floor assembled steel-concrete composite floor system - Google Patents
Through-type full precast floor assembled steel-concrete composite floor system Download PDFInfo
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- CN211850263U CN211850263U CN201922136634.0U CN201922136634U CN211850263U CN 211850263 U CN211850263 U CN 211850263U CN 201922136634 U CN201922136634 U CN 201922136634U CN 211850263 U CN211850263 U CN 211850263U
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- 239000004567 concrete Substances 0.000 title claims abstract description 38
- 239000002131 composite material Substances 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000002346 layers by function Substances 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 52
- 239000010959 steel Substances 0.000 claims description 52
- 239000000463 material Substances 0.000 claims description 10
- 210000003781 tooth socket Anatomy 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 239000011374 ultra-high-performance concrete Substances 0.000 claims description 6
- 238000004891 communication Methods 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 238000010438 heat treatment Methods 0.000 claims description 3
- 238000005034 decoration Methods 0.000 abstract description 6
- 239000002356 single layer Substances 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 12
- 230000005611 electricity Effects 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000002265 prevention Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a bear full precast floor assembled steel-concrete composite floor of formula under. The floor slab is connected to the upper surfaces of the lower flanges on the two sides of the H-shaped beam; the upper surface of the H-shaped beam is provided with a concrete reinforcing plate with a certain width so as to improve the bearing capacity of the floor system; the functional layer is arranged on the upper surface of the floor slab; the utility model discloses a bottom-supported full precast floor assembled steel-concrete composite floor, place the floor on the upper surface of the lower flange on both sides of the H-shaped beam, reduce the overall height of the floor system; and meanwhile, a functional layer can be arranged in the floor system, so that the building clearance occupied by decoration and finishing is greatly avoided, and the height of a single-layer building floor can be reduced.
Description
Technical Field
The utility model relates to a building field, in particular to bear full precast floor assembled steel of formula-concrete combination superstructure under.
Background
The steel structure building has the unique advantages of environmental protection, cyclic utilization and good earthquake resistance, and has the remarkable characteristics of green building, industrialization and the like in the whole life cycle. The fabricated steel structure building has great development prospect. The residential building accounts for a large proportion of the total building amount, the steel structure residential building accounts for less than 1% in China at present, and the residential building is one of the most important parts of the incremental market from the viewpoint of breaking through the bottleneck of the development of the fabricated steel structure building.
At present, the steel structure residential building cover in China mainly adopts the traditional steel-concrete combined building cover, and the floor is placed above the steel beams. On the one hand, the steel beams are exposed, and the corrosion prevention and fire prevention of the steel structure and the decoration and fitment of the house are difficult; on the other hand, when water, warm, electricity and decoration are carried out, a decoration layer needs to be further laid on the floor slab, the building clearance is occupied, and therefore the use clearance of the building is further reduced. In the aspect of the floor, the current scheme mainly comprises a traditional truss rib floor bearing plate, a detachable bottom die truss rib floor bearing plate and a composite slab combined floor. None of these products have been proven by the market as mature residential building floor solutions. The traditional truss rib floor support plate has low customer acceptance in houses due to the fact that the profiled steel plate is exposed; the construction process of the detachable bottom die truss rib floor support plate is complex, the actual reusability of the bottom die is not high, and the cost waste is large; the composite floor slab of the laminated slab needs the actual thickness of more than 150mm, and is not suitable for residential buildings with the thickness of 100-120 mm.
The problems that the comfort level of the existing floor structure is not enough and the maturity of the scheme is not high restrict the development of the steel structure house. To the current situation problem, the utility model provides a bear formula prefabricated floor assembled steel-concrete composite floor under. On one hand, the floor structure has the advantages that the steel beams are arranged in the steel-concrete composite floor, so that the corrosion and fire prevention problems and decorative and attractive problems caused by the exposed steel structure are avoided; on the other hand, this kind of novel assembled superstructure can be with pipeline and equipment integration such as water, warm, electricity to in the superstructure inner space, thereby reduce later stage decoration and fitment and occupy the building headroom, and also very convenient when maintaining or building secondary fitment in the later stage. Additionally, the utility model discloses also the innovation has adopted the prefabricated assembled floor entirely, and the wholeness and the atress performance of superstructure can be guaranteed to the floor-girder steel connected mode that proposes to can realize complete batch production, on-the-spot assembly hoist and mount, have high installation rate, green.
The utility model has the following contents:
in order to overcome the defects, the utility model aims to provide a bear formula prefabricated floor assembled steel-concrete composite floor.
In order to achieve the purpose, the fully prefabricated floor slab assembly type steel-concrete composite floor system comprises an H-shaped steel beam, wherein the floor slab is connected to the upper surfaces of the lower flanges on two sides of the H-shaped steel beam; the upper surface of the H-shaped beam is provided with a concrete reinforcing plate with a certain width so as to improve the bearing capacity of the floor system; the upper surface of the floor slab is provided with a functional layer.
The upper surface of the functional layer and the upper surface of the reinforced concrete reinforcing plate are positioned on the same horizontal plane; the functional layer is provided with a detachable steel bracket, and water, electric, warm and other pipelines and/or electrical equipment are arranged in the functional layer; the steel beam web plate can be locally perforated to pass through pipelines such as water, electricity, warm pipelines and the like; and the upper surfaces of the functional difference steel bracket and the upper flange concrete reinforcing plate are paved to decorate the ground.
Furthermore, the floor slab is formed by splicing more than two prefabricated floor slabs, wherein the splicing position of two adjacent prefabricated floor slabs is of a tooth groove structure, and the two adjacent prefabricated floor slabs are mutually meshed together through tooth grooves; a plurality of connecting and fixing pieces are arranged between two adjacent prefabricated floor slabs.
Further, the connecting and fixing piece is connected according to the following modes:
a through hole is formed in the corresponding position of the splicing position of each prefabricated floor slab;
an open slot is arranged at the position, corresponding to the communicating hole, of the splicing position of each prefabricated floor slab, and the other end of each communicating hole is positioned in the open slot;
a connecting piece penetrates through the communication hole to connect the two prefabricated floor slabs; a grouting seam is reserved between the outer wall of the connecting piece and the inner wall of the communicating hole;
two ends of the connecting piece are positioned in the open grooves of the two prefabricated floor slabs;
and a high-strength grouting material connected with the connecting piece is poured in each open slot, and the high-strength grouting material can also be ECC concrete or UHPC concrete material.
Furthermore, the connecting piece be the connecting rod, be provided with the mounting at the both ends of connecting rod.
Furthermore, the corresponding tooth grooves of the connecting and fixing piece are arranged.
Furthermore, the tooth space structure is a dovetail tooth space structure.
Furthermore, the thickness of the reinforced concrete slab is 5-10 times of the thickness of the upper flange of the H-shaped steel beam, preferably about 50 mm.
Furthermore, studs are welded on the upper surface of the upper flange of the H-shaped steel beam; a single-layer longitudinal and transverse reinforcing mesh is arranged in the prefabricated concrete reinforcing plate, a cone with an inverted gradient is arranged at the position connected with the stud, the concrete reinforcing plate is buckled on the upper flange, and UHPC or ECC material is poured in the cone hole.
Furthermore, the section of the joint of the floor slab on the beam is step-shaped, the upper surface of the lower flange of the H-shaped steel beam is welded with a stud, and the height of the stud is 1/2-2/3 of the thickness of the floor slab; the upper layer steel bars at the end part of the precast floor slab extend out; the upper layer connecting steel bars penetrate through the bar penetrating holes of the web plates of the H-shaped steel beams and are in lap joint with the upper layer steel bars extending out of the floor slabs on two sides; the lower layer of the end part of the floor slab is provided with a V-shaped notch, and shear steel bars are arranged in the notch, penetrate through the bar penetrating holes of the web plate of the H-shaped steel and are placed in the V-shaped grooves of the floor slabs on two sides of the H-shaped steel; and UHPC or ECC grouting material is adopted in the V-shaped groove to pour and connect the shear steel bars and the floor slab into a whole.
The utility model discloses a bottom-supported full precast floor assembled steel-concrete composite floor, place the floor on the upper surface of the lower flange on both sides of the H-shaped beam, reduce the overall height of the floor system; meanwhile, the functional layer can be arranged in the floor system, so that the building clearance occupied by decoration is greatly avoided, and the single-layer building floor height can be reduced
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of another embodiment of the present invention.
Fig. 3 is a schematic structural view of the floor section of fig. 1.
Fig. 4 is a partial cross-sectional enlarged view of fig. 3.
Fig. 5 is a schematic structural diagram of another embodiment of the present invention.
Fig. 6 is the embodiment of the utility model provides a structural sketch of floor both sides.
Detailed Description
The present invention will be further described with reference to the accompanying drawings.
Example 1
As shown in fig. 1, the utility model discloses a top-loading type full precast floor assembled steel-concrete composite floor, which comprises an H-shaped steel beam 4, wherein a floor 1 is connected to the upper surface of the lower flange at both sides of the H-shaped beam; a concrete reinforcing plate 5 is arranged on the upper surface of the H-shaped beam, and the lower surface of the concrete reinforcing plate is lower than the horizontal plane of the upper surface of the floor slab; the functional layer is arranged on the upper surface of the floor slab; the upper surface of the functional layer and the upper surface of the reinforced concrete slab are positioned on the same horizontal plane. The functional layer is one or combination of a plurality of floor heating layers, pipeline layers or floor layers.
As shown in fig. 5, a detachable steel bracket 6 is arranged in the functional layer, and water, electric, warm and other electric equipment are arranged in the functional layer; the steel beam web can be partially perforated 61 to allow water, electricity, warm, etc. lines to pass; the upper surfaces of the function difference steel bracket and the upper flange concrete reinforcing plate can be paved with decorative floors 7 such as wood floors.
As shown in fig. 6, the connection mode of the upper surfaces of the upper flanges on the two sides of the H-shaped steel beam and the concrete reinforcing plate is as follows: the upper surface of the upper flange of the H-shaped steel beam is provided with a stud 53. A single-layer longitudinal and transverse reinforcing mesh (not shown in the figure) is arranged in the prefabricated concrete reinforcing plate, a reverse-slope conical body 52 is arranged at the position connected with the stud 53, the concrete reinforcing plate is buckled on the upper flange, and then UHPC or ECC material is poured in the conical hole.
The structure of the prefabricated floor slabs on the two sides of the steel beam is shown in figure 6, the section of the joint of the floor slab on the beam is step-shaped, and studs are arranged on the upper surface of the lower flange of the H-shaped steel beam;
the upper layer steel bars 11 at the end part of the prefabricated floor slab 1 extend out, and the end part of the upper layer steel bars is locally provided with welded steel bar head enlarged ends so as to improve the anchoring capability; the lap joint reinforcing steel bars 14 pass through the reinforcing steel bar penetrating holes of the web plates of the H-shaped steel beams and are in lap joint with upper-layer reinforcing steel bars extending out of floor slabs on two sides;
the lower layer of the end part of the floor slab is provided with a V-shaped notch 12 for arranging shear steel bars, and the shear steel bars penetrate through the bar penetrating holes of the web plate of the H-shaped steel and are placed in V-shaped grooves of the floor slab at two sides of the H-shaped steel; and finally, pouring and connecting UHPC or ECC grouting material into a whole, and pouring the upper surface of the floor slab to form a level position.
Example 2
As shown in fig. 2 and fig. 3, the floor in this embodiment is a full precast floor, and is formed by splicing two precast floor slabs 1, wherein the splicing position of the two precast floor slabs is a tooth socket structure, and the two precast floor slabs are meshed with each other through tooth sockets; more than two connecting and fixing pieces 2 are arranged between two prefabricated floor slabs and are connected according to the following modes:
a through hole is formed in the corresponding position of the splicing position of each prefabricated floor slab;
an open slot is arranged at the position, corresponding to the communicating hole, of the splicing position of each prefabricated floor slab, and the other end of each communicating hole is positioned in the open slot; as shown in fig. 1, the shape of the open groove is trapezoidal.
A connecting piece 21 penetrates through the communication hole to connect the two prefabricated floor slabs;
two ends of the connecting piece are positioned in the open grooves of the two prefabricated floor slabs;
in each open trough is poured concrete 3 to be connected.
The number of the connecting fixing pieces is set according to the size and the design requirement of the tooth sockets, and when the tooth sockets are large, a plurality of tooth sockets can be arranged in one tooth socket; when the tooth grooves are small, one tooth groove can be arranged for 2-4.
Example 3
Referring to fig. 2 and 3, the floor in this embodiment is a full precast floor and is formed by splicing two precast floor slabs 1, wherein the splicing position of the two precast floor slabs is in a tooth socket structure, and the two precast floor slabs are meshed with each other through tooth sockets; more than two connecting and fixing pieces 2 are arranged between two prefabricated floor slabs and are connected according to the following modes:
a through hole is formed in the corresponding position of the splicing position of each prefabricated floor slab;
an open slot is arranged at the position, corresponding to the communicating hole, of the splicing position of each prefabricated floor slab, and the other end of each communicating hole is positioned in the open slot; the open slot is rectangular.
A connecting bolt 21 penetrates through the communication hole to connect the two prefabricated floor slabs; nuts 22 are screwed at both ends of the connecting bolt, and a circular or square connecting plate 23 is fixed at both ends of the connecting bolt by the nuts 22.
Two ends of the connecting piece are positioned in the open grooves of the two prefabricated floor slabs;
in each open trough is poured concrete 3 to be connected.
Claims (8)
1. A through-type full precast floor assembled steel-concrete composite floor is characterized by comprising an H-shaped steel beam, wherein the floor is connected to the upper surfaces of lower flanges on two sides of the H-shaped steel beam; the upper surface of the H-shaped steel beam is provided with a concrete reinforcing plate to improve the bearing capacity of the floor system; the upper surface of the floor slab is provided with a functional layer.
2. The bottom-supported full precast floor slab assembly type steel-concrete composite floor system according to claim 1, wherein the upper surface of the functional layer and the upper surface of the reinforced concrete slab are at the same level; the functional layer is provided with a detachable steel bracket, and water, electric and heating pipelines and/or electric equipment are arranged in the functional layer; a hole is formed in the local part of a steel beam web plate so as to pass through a water, electric and heating pipeline; and the upper surfaces of the functional difference steel bracket and the upper flange concrete reinforcing plate are paved to decorate the ground.
3. The bottom-supported full precast floor slab assembly type steel-concrete composite floor system according to claim 1, wherein the floor slab is formed by splicing more than two precast floor slabs, wherein the splicing position of two adjacent precast floor slabs is in a tooth socket structure, and the two adjacent precast floor slabs are mutually meshed through tooth sockets; a plurality of connecting and fixing pieces are arranged between two adjacent prefabricated floor slabs.
4. An assembly floor of an underpass full precast floor slab as claimed in claim 3 wherein said connecting fixtures are connected according to the following form:
a through hole is formed in the corresponding position of the splicing position of each prefabricated floor slab;
an open slot is arranged at the position, corresponding to the communicating hole, of the splicing position of each prefabricated floor slab, and the other end of each communicating hole is positioned in the open slot;
a connecting piece penetrates through the communication hole to connect the two prefabricated floor slabs; a grouting seam is reserved between the outer wall of the connecting piece and the inner wall of the communicating hole;
two ends of the connecting piece are positioned in the open grooves of the two prefabricated floor slabs;
and a high-strength grouting material connected with the connecting piece is poured in each open slot, and the high-strength grouting material is ECC concrete or UHPC concrete material.
5. The bottom-supported full precast floor slab assembly type steel-concrete composite floor system according to claim 4, wherein the connecting member is a connecting rod, and fixing members are provided at both ends of the connecting rod.
6. The bottom-supported full precast floor slab assembly type steel-concrete composite floor system according to claim 3, wherein the corresponding tooth grooves of the connecting fixtures are arranged.
7. The bottom-supported full precast floor slab assembly type steel-concrete composite floor system according to claim 3, wherein the tooth space structure is a dovetail tooth space structure.
8. The floor system of claim 1, wherein the thickness of the concrete reinforcing plate is 5-10 times of the thickness of the upper flange of the H-beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922136634.0U CN211850263U (en) | 2019-12-03 | 2019-12-03 | Through-type full precast floor assembled steel-concrete composite floor system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922136634.0U CN211850263U (en) | 2019-12-03 | 2019-12-03 | Through-type full precast floor assembled steel-concrete composite floor system |
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| Publication Number | Publication Date |
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| CN211850263U true CN211850263U (en) | 2020-11-03 |
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| CN201922136634.0U Expired - Fee Related CN211850263U (en) | 2019-12-03 | 2019-12-03 | Through-type full precast floor assembled steel-concrete composite floor system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761463A (en) * | 2019-12-03 | 2020-02-07 | 中冶建筑研究总院有限公司 | Full-prefabricated assembled floor |
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- 2019-12-03 CN CN201922136634.0U patent/CN211850263U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761463A (en) * | 2019-12-03 | 2020-02-07 | 中冶建筑研究总院有限公司 | Full-prefabricated assembled floor |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 |
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| CF01 | Termination of patent right due to non-payment of annual fee |