CN215977983U - Ultra-thin load floor makeup - Google Patents
Ultra-thin load floor makeup Download PDFInfo
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- CN215977983U CN215977983U CN202122281517.0U CN202122281517U CN215977983U CN 215977983 U CN215977983 U CN 215977983U CN 202122281517 U CN202122281517 U CN 202122281517U CN 215977983 U CN215977983 U CN 215977983U
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Abstract
The utility model relates to an ultrathin load-carrying floor jointed board, which comprises a floor slab main body and plug connectors; the special-shaped through grooves are respectively formed in four corners of the front face of the floor slab main body, after the adjacent floor slab main bodies are spliced together in the left-right direction, a combined groove formed by splicing the adjacent special-shaped through grooves is in a shape like a Chinese character 'wang' in a side-placed mode, the height of side vertical grooves in the left side and the right side of the combined groove is smaller than that of a middle vertical groove, and the shapes of the plug connectors are matched with those of the combined groove. The utility model has the beneficial effects that: after adjacent floor level was put together, the accessible plug connector inserted the combination groove and is connected fixedly, because plug connector and combination groove are "king" style of calligraphy shape that the side was put, can avoid adjacent floor to produce the skew on vertical and horizontal to the wholeness, the resistance to consolidation and the continuity of concatenation between the floor have been guaranteed.
Description
Technical Field
The utility model relates to the technical field of building components, in particular to an ultrathin load-carrying floor splicing plate.
Background
The reinforced concrete floor (floor slab is a floor jointed board, and is called floor slab for short in the following) is made of concrete and reinforcing steel bars. The floor slab is firm, durable, high in rigidity, high in strength and good in fireproof performance, and is generally applied at present. According to the construction method, the prefabricated reinforced concrete floor slab can be divided into a cast-in-place reinforced concrete floor slab and a fabricated reinforced concrete floor slab.
The prefabricated reinforced concrete floor slab is a reinforced concrete floor slab which is prefabricated outside a member prefabrication processing factory or a construction site and then is transported to the construction site for installation, and the length of the prefabricated slab is generally consistent with the bay or the depth of a house and is a multiple of 3M; the width of the plate is typically a multiple of 1M; the cross-sectional dimensions of the plate are determined via structural calculations.
At present, assembly integration becomes the development direction of future engineering construction, namely all building components and connecting pieces are manufactured in factories and installed on site, and the biggest problem is how to ensure the integrity of a precast floor slab system. In order to achieve the aim, at present, cast-in-place concrete floors, concrete composite floors and profiled steel sheet concrete composite floors are mostly adopted in the integrally-assembled buildings, the method has the greatest advantage of good integrity, but a large amount of wet operation exists, the construction period is long, and the method becomes a trip of an assembled structure.
In addition, earthquake damage shows that the slab joint connection mode of the existing prefabricated floor slab is unreliable, the prefabricated slab is difficult to be effectively connected together, and the life and property safety of people can be seriously threatened by the phenomenon that the wall collapses under the action of earthquake invasion.
Therefore, how to improve the integrity, the durability and the continuity of the prefabricated floor slab structure is a technical problem to be solved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
In order to solve the problems in the prior art, the utility model provides an ultrathin load-bearing floor splicing plate which can improve the connection stability between floors.
(II) technical scheme
In order to achieve the purpose, the utility model adopts the main technical scheme that: an ultrathin load-bearing floor jointed board comprises a floor slab main body and plug connectors;
the special-shaped through grooves are respectively formed in four corners of the front face of the floor slab main body, after the adjacent floor slab main bodies are spliced together in the left-right direction, a combined groove formed by splicing the adjacent special-shaped through grooves is in a shape like a Chinese character 'wang' in a side-placed mode, the height of side vertical grooves in the left side and the right side of the combined groove is smaller than that of a middle vertical groove, and the shapes of the plug connectors are matched with those of the combined groove.
Further, the size of the plug connector is smaller than that of the combination groove.
Furthermore, a plurality of reinforcing steel bars are inserted into the floor slab main body at intervals, and the reinforcing steel bars and the special-shaped through grooves are identical in extending direction.
Further, the side of floor main part is equipped with a plurality of through-holes at the interval, the through-hole with the reinforcing bar is not on the coplanar.
(III) advantageous effects
The utility model has the beneficial effects that: after adjacent floor level was put together, the accessible plug connector inserted the combination groove and is connected fixedly, because plug connector and combination groove are "king" style of calligraphy shape that the side was put, can avoid adjacent floor to produce the skew on vertical and horizontal to the wholeness, the resistance to consolidation and the continuity of concatenation between the floor have been guaranteed.
Drawings
FIG. 1 is a schematic structural view of a floor slab main body of an ultra-thin load-carrying floor panel of the present invention;
FIG. 2 is a schematic structural view of the ultrathin load-carrying floor panel of the present invention with a plurality of floor slabs in horizontal arrangement without plug connectors inserted;
FIG. 3 is a schematic structural diagram of a plug connector in the ultrathin load-bearing floor splicing plate of the utility model;
[ description of reference ]
1. A floor slab body; 2. a special-shaped through groove; 3. reinforcing steel bars; 4. a through hole; 5. a combination tank; 6. and (7) a plug connector.
Detailed Description
For the purpose of better explaining the present invention and to facilitate understanding, the present invention will be described in detail by way of specific embodiments with reference to the accompanying drawings.
Example one
Referring to fig. 1 to 3, an ultra-thin load-carrying floor splicing plate includes a floor slab main body 1 and a connector 6;
the special-shaped through grooves are respectively formed in four corners of the front face of the floor slab body 1, after the floor slab body 1 is spliced together in a left-right mode, the combined grooves 5 formed by splicing the adjacent special-shaped through grooves 2 are in a shape like a Chinese character 'wang' in a side-placing mode, the height of the side vertical grooves in the left side and the right side of the combined grooves 5 is smaller than that of the middle vertical grooves, and the shape of the plug connectors 6 is matched with that of the combined grooves 5.
The size of the plug connectors 6 is smaller than that of the combination grooves 5, so that after the plug connectors 6 are inserted into the combination grooves 5, cement can be poured to reinforce the joints between the floor slabs, and the connection firmness is guaranteed.
The floor slab comprises a floor slab body 1 and is characterized in that a plurality of reinforcing steel bars 3 are inserted into the floor slab body 1 at intervals, and the reinforcing steel bars 3 and the special-shaped through grooves 2 are identical in extending direction, so that the toughness of the floor slab can be guaranteed.
Wherein, the side interval of floor main part is equipped with a plurality of through-holes 4, through-hole 4 with reinforcing bar 3 is not on the coplanar, can insert the reinforcing bar and pour cement in through-hole 4 to displacement around the floor after avoiding the concatenation, the operation is got up also fairly simplely, has improved the intensity of the floor after the concatenation.
The thickness of the floor slab main body 1 is 4-8cm, the thickness is ultrathin, and various application scenes can be met.
In conclusion, after adjacent floor slabs are horizontally placed together, the ultrathin load-bearing floor splicing plate provided by the utility model can be inserted into the combination groove through the plug connector for connection and fixation, and the plug connector and the combination groove are in the shape of a laterally placed 'king' shape, so that the adjacent floor slabs can be prevented from being deviated in the longitudinal direction and the transverse direction, and the integrity, the firmness and the continuity of splicing between the floor slabs are ensured.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all equivalent changes made by using the contents of the present specification and the drawings, or applied directly or indirectly to the related technical fields, are included in the scope of the present invention.
Claims (4)
1. An ultrathin load-bearing floor jointed board is characterized by comprising a floor slab main body and plug connectors;
the special-shaped through grooves are respectively formed in four corners of the front face of the floor slab main body, after the adjacent floor slab main bodies are spliced together in the left-right direction, a combined groove formed by splicing the adjacent special-shaped through grooves is in a shape like a Chinese character 'wang' in a side-placed mode, the height of side vertical grooves in the left side and the right side of the combined groove is smaller than that of a middle vertical groove, and the shapes of the plug connectors are matched with those of the combined groove.
2. The ultra-thin load-carrying floor panel of claim 1, wherein the size of the plug member is smaller than the size of the combination groove.
3. The ultrathin load-bearing floor splicing plate as claimed in claim 1, wherein a plurality of reinforcing steel bars are inserted into the floor slab main body at intervals, and the reinforcing steel bars and the special-shaped through grooves extend in the same direction.
4. The ultra-thin load-bearing floor slab as defined in claim 3, wherein the floor slab body is provided with a plurality of through holes spaced from the side surface thereof, the through holes being not in the same plane as the reinforcing bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122281517.0U CN215977983U (en) | 2021-09-18 | 2021-09-18 | Ultra-thin load floor makeup |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122281517.0U CN215977983U (en) | 2021-09-18 | 2021-09-18 | Ultra-thin load floor makeup |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215977983U true CN215977983U (en) | 2022-03-08 |
Family
ID=80464060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122281517.0U Active CN215977983U (en) | 2021-09-18 | 2021-09-18 | Ultra-thin load floor makeup |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215977983U (en) |
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2021
- 2021-09-18 CN CN202122281517.0U patent/CN215977983U/en active Active
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