CN208309945U - A kind of composite floor plate applied to structure with assembled lightweight steel building - Google Patents
A kind of composite floor plate applied to structure with assembled lightweight steel building Download PDFInfo
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- CN208309945U CN208309945U CN201820891429.8U CN201820891429U CN208309945U CN 208309945 U CN208309945 U CN 208309945U CN 201820891429 U CN201820891429 U CN 201820891429U CN 208309945 U CN208309945 U CN 208309945U
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- support plate
- mesh
- muscle
- floor support
- lightweight steel
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Abstract
The utility model provides a kind of composite floor plate applied to structure with assembled lightweight steel building, including set gradually from bottom to up girder truss, floor support plate, have muscle expansion web and concrete layer, wherein the girder truss, floor support plate, have between muscle expansion web through WELDING STUDS connection, concrete perfusion layer forms it into one on having muscle expansion web, the floor support plate is waveform profiled sheet；It is described to there is muscle to expand the expansion wire side that steel mesh includes Ω shape reinforcing rib, ribs and the four column mesh of band between Ω shape reinforcing rib, ribs described in each adjacent two that several parallel intervals are arranged.The utility model advantage is that globality is strong, intensity is big.
Description
Technical field
The utility model relates to building material technical field more particularly to it is a kind of applied to structure with assembled lightweight steel building
Composite floor plate.
Background technique
Structure with assembled lightweight steel building is that a kind of energy-efficient, the environmentally protective house just risen in recent years is built in China
Build pattern, existing floor construction form are as follows: in one layer of girder truss upper berth OSB plate, do one layer of SBS waterproof on OSB plate, then
Casting concrete on SBS coiled material.OSB plate the problems such as resurgence, aging can occur, damage by worms for years；Once and SBS coiled material is being spread
If causing floor to seep water since misoperation forms breakage in concreting process, then OSB plate can be because water suction causes to send out
The problems such as mould, rotten；Due to not having connector between SBS waterproof roll and concrete, the globality of floor is not strong and concrete
It is easy cracking.These problems can all influence the usability and durability of floor.Also there is steel plate substitution OSB plate in the prior art
The research of compound floor support plate, truss are first consolidated profiled sheet using peg in backstage processing space patterning process, site operation needs
It is scheduled on girder steel, then places truss and bound, check and accept after-pouring concrete, there are steel bar truss floor support plates intensity often occurs
Inadequate situation, influences construction speed.
Therefore, it is necessary to provide the new NEW TYPE OF COMPOSITE floor solution for being applied to structure with assembled lightweight steel building of one kind or more
Technical problem.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of applied to the light steel knot of assembled
The NEW TYPE OF COMPOSITE floor built is constructed, globality is high, intensity is big, integrates robustness and durability.
The utility model provides a kind of composite floor plate applied to structure with assembled lightweight steel building, including from bottom to up successively
The girder truss of setting, has muscle expansion web and concrete layer at floor support plate, wherein the girder truss, floor support plate, having between muscle expansion web
By WELDING STUDS connection, concrete perfusion layer forms it into one on having muscle expansion web, and the floor support plate is waveform pressure
Shape steel plate, crest portion same as trough portion is respectively undaform die mould shape, and rips are arranged in big wave and enhance steel plate
Lateral shear intensity, crest portion are symmetrical arranged the bearing capacity that spiral increases floor support plate；It is described have muscle expansion steel mesh include
Several parallel intervals arrangement Ω shape reinforcing rib, ribs and be located at each adjacent two described in Ω shape reinforcing rib, ribs
Between four column mesh of band expansion wire side.
Preferably, positioned at the mesh of the ribs two sides, it is arranged in " people " font, that is, is located at the inclination of the mesh of side
Direction is identical, and the inclined direction positioned at the mesh of other side side is different.
Preferably, the shape parallelogram of the mesh.
Compared with the relevant technologies, the NEW TYPE OF COMPOSITE floor of the utility model, floor good integrity；Due to being built-in in structure
Muscle expansion web, agent on crack resistance of concrete stretch, and crack resistence performance is good；Due to using corrugated metal floor support plate substitution in the prior art
OSB plate, so the problems such as getting damp again, is mouldy, corroding is not present, to greatly improve the usability and durability of floor.
Detailed description of the invention
Fig. 1 is the structural representation of the NEW TYPE OF COMPOSITE floor provided by the utility model applied to structure with assembled lightweight steel building
Figure；
Fig. 2 is the structural schematic diagram for having muscle expansion web in Fig. 1.
Specific embodiment
The utility model is described in detail below with reference to attached drawing and in conjunction with the embodiments.It should be noted that not conflicting
In the case where, the feature in the embodiments of the present invention and embodiment can be combined with each other.For sake of convenience, hereinafter such as
There is "upper", "lower", "left", "right" printed words, only indicates consistent with the upper and lower, left and right direction of attached drawing itself, not to structure
Play restriction effect.
As shown in Figure 1 and Figure 2, the NEW TYPE OF COMPOSITE floor provided by the utility model applied to structure with assembled lightweight steel building
Including set gradually from bottom to up girder truss 1, floor support plate 2, have muscle expansion web 3 and concrete layer 4, wherein the girder truss,
Floor support plate has between muscle expansion web by the way that WELDING STUDS connects, concrete perfusion layer forms it into one on having muscle expansion web, institute
The floor support plate stated is waveform profiled sheet, and wave crest 21, trough 22 are also pressed into undaform, and two bending places pair of wave crest respectively
Claim to increase spiral arrangement of reinforcement 23；It is described to there is muscle expansion steel mesh to include the Ω shape reinforcing rib 31 of several parallel intervals arrangement, add
The expansion wire side 33 of strong rib 32 and the four column mesh of band between Ω shape reinforcing rib, ribs described in each adjacent two, net
The shape parallelogram in hole.
Mesh positioned at the ribs two sides is arranged in " people " font, that is, is located at the inclined direction phase of the mesh of side
Together, the inclined direction positioned at the mesh of other side side is different.
The formation of the utility model structure includes: to set up girder truss, waveform floor support plate is arranged on girder truss, in wave
At the trough of shape floor support plate, position of the floor support plate on girder truss is fixed with WELDING STUDS, WELDING STUDS is headed self-tapping self-drilling screw, and is cut
Power nail not get into bottom, stay one section in waveform floor support plate trough；It is equipped with muscle expansion web on floor support plate, is existed with WELDING STUDS
The position of muscle expansion web is fixed at the wave crest of floor plates, the WELDING STUDS at wave crest is also headed self-tapping self-drilling screw, and WELDING STUDS is not
Get into bottom, stay one section on having muscle expansion web；Maintenance work is carried out in casting concrete, hand punning.Why not WELDING STUDS
Bottom is got into, the connector of girder truss and concrete is intended for, makes girder truss and floor support plate, have muscle expansion web, concrete
Firm entirety is formed, the overall performance of floor is greatly promoted.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, is applied directly or indirectly in
Other relevant technical fields, are also included in the patent protection scope of the utility model.
Claims (3)
1. a kind of composite floor plate applied to structure with assembled lightweight steel building, which is characterized in that including setting gradually from bottom to up
Girder truss, floor support plate, have muscle expansion web and concrete layer, wherein the girder truss, floor support plate, having and passing through between muscle expansion web
WELDING STUDS connection, concrete perfusion layer forms it into one on having muscle expansion web, and the floor support plate is wave profiled steel sheet,
Crest portion same as trough portion is respectively undaform die mould shape, and crest portion is symmetrical arranged spiral；It is described to there is muscle to expand steel mesh
Including several parallel intervals arrangement Ω shape reinforcing rib, ribs and be located at each adjacent two described in Ω shape reinforcing rib, plus
The expansion wire side of four column mesh of band between strong rib.
2. the composite floor plate according to claim 1 applied to structure with assembled lightweight steel building, which is characterized in that institute's rheme
Mesh in the ribs two sides is arranged in " people " font, i.e., the inclined direction positioned at the mesh of side is identical, is located at another
The inclined direction of the mesh of side side is different.
3. the composite floor plate according to claim 2 applied to structure with assembled lightweight steel building, which is characterized in that the net
The shape parallelogram in hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820891429.8U CN208309945U (en) | 2018-06-08 | 2018-06-08 | A kind of composite floor plate applied to structure with assembled lightweight steel building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820891429.8U CN208309945U (en) | 2018-06-08 | 2018-06-08 | A kind of composite floor plate applied to structure with assembled lightweight steel building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208309945U true CN208309945U (en) | 2019-01-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820891429.8U Active CN208309945U (en) | 2018-06-08 | 2018-06-08 | A kind of composite floor plate applied to structure with assembled lightweight steel building |
Country Status (1)
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| CN (1) | CN208309945U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216443A (en) * | 2021-04-14 | 2021-08-06 | 凯第建筑集团有限公司 | Steel mesh formwork wall body and construction process thereof |
-
2018
- 2018-06-08 CN CN201820891429.8U patent/CN208309945U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216443A (en) * | 2021-04-14 | 2021-08-06 | 凯第建筑集团有限公司 | Steel mesh formwork wall body and construction process thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191231 Address after: 410001 floor 6, Yunleng No.1 office building, No.159 Xinxing Road, Yuhua District, Changsha City, Hunan Province Patentee after: Hunan Jiehe Construction Engineering Co., Ltd Address before: 410200 No. 1555 Jinqiao Market Cluster, Section 2, 3 Blocks, 9 Floors, 928, Purui Avenue, Wangcheng Economic and Technological Development Zone, Changsha City, Hunan Province Patentee before: Hunan Jie He Technology Co., Ltd. |
|
| TR01 | Transfer of patent right |