CN204311629U - A kind of composite floor - Google Patents
A kind of composite floor Download PDFInfo
- Publication number
- CN204311629U CN204311629U CN201420736443.2U CN201420736443U CN204311629U CN 204311629 U CN204311629 U CN 204311629U CN 201420736443 U CN201420736443 U CN 201420736443U CN 204311629 U CN204311629 U CN 204311629U
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- Prior art keywords
- composite floor
- concrete
- layer
- profiled sheet
- concrete beam
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Abstract
The utility model belongs to flooring construction field, be specifically related to a kind of composite floor, this composite floor is fixed on concrete beam by the curved muscle of shearing resistance, described composite floor is included in the construction stage and is mounted on profiled sheet layer on concrete beam by nailing, profiled sheet layer is built a layer of concrete, in this layer of concrete, had a steel bar layer; The curved muscle of described shearing resistance comprises the vertical section and traversing section that are arranged in concrete beam.The utility model has the advantages such as deadweight structure is light, convenient and quick construction, structure are more firm.
Description
Technical field
The utility model belongs to flooring construction field, is specifically related to a kind of composite floor.
Background technology
Composite floor refers to that the permanent formwork of profiled sheet as concrete floor or the bottom steel bar stress as floor participate in the Force Calculation of floor, cooperatively to work the composite floor system structure formed with concrete, composite floor of the prior art has the fixing shortcoming such as difficult of loaded down with trivial details, the composite floor of construction and concrete structure, in view of this, the applicant provides a kind of novel composite floor, and this case produces thus.
Utility model content
The purpose of this utility model is to provide that a kind of deadweight structure is light, convenient and quick construction, structure more firmly composite floor, makes it in concrete structure reconstruction and storey-added engineering, becomes the first-selection of structural engineer.
For achieving the above object, the technical scheme that the utility model specifically provides is: a kind of composite floor, this composite floor is fixed on concrete beam by the curved muscle of shearing resistance, described composite floor comprises the profiled sheet layer be mounted on by nailing on concrete beam, profiled sheet layer is built a layer of concrete, in this layer of concrete, had a steel bar layer.
Further, described profiled sheet layer is opening profiled sheet layer.
Further, the curved muscle of described shearing resistance is positioned at concrete beam end face, and overbending direction is with concrete beam direction, and bending angle is 45 °.
Beneficial effect of the present invention: profiled sheet is fixed in concrete substrate by nailing tightening technology by the utility model; Form reliable connection in the construction stage, by arranging curved muscle shear connector, rear increasing composite floor and former concrete structure are formed entirety, efficiency of construction is high, and it is convenient to install simultaneously; Profiled sheet layer is opening profiled sheet layer, can greatly reduce concrete amount.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the another kind of embodiment of the utility model;
Fig. 3 is the structural representation that the curved muscle of shearing resistance connects composite floor and concrete beam.
Fig. 4 is the another kind of embodiment of the utility model.
Detailed description of the invention
As shown in Figure 1,3, be the utility model first embodiment.
A kind of composite floor, this composite floor 1 is fixed on concrete beam 2 by the curved muscle 4 of shearing resistance, described composite floor 1 comprises the profiled sheet layer 5 be mounted on by nailing 3 on concrete beam 2, profiled sheet layer 5 has been built a layer of concrete 6, has had a steel bar layer 7 in this layer of concrete 6; The curved muscle 4 of described shearing resistance comprises the traversing section 42 being positioned at the vertical section 41 of concrete beam 2 and being positioned at layer of concrete 6, and the curved muscle 4 of described shearing resistance is positioned at concrete beam 2 end face, and overbending direction is with concrete beam 2 direction, and bending angle is 45 °.
Further, described profiled sheet layer 5 is horizontal profiled sheet layer 5; Described profiled sheet layer 5 is opening profiled sheet layer 5, is specially: profiled sheet layer 5 and concrete beam 2 junction are provided with an opening 8.
As shown in Figure 4, be the another kind of embodiment of the utility model: itself and the first embodiment difference are: described profiled sheet layer 5 is positioned at concrete beam side, and composite floor 1 is concordant with concrete beam 2.
A kind of rear anchoring construction method of composite floor and concrete structure, comprise the steps: 1), profiled sheet layer 5 is installed: adopt nailing 3 to be fixed in concrete beam by profiled sheet layer 5, described composite floor is arranged on the bracket 9 of concrete beam 2 side, and nailing 3 is greater than 40mm apart from the distance at concrete edge; 2), colligation floor bar; 3), floorslab concrete is built.
The present embodiment is for explaining inventive concept of the present utility model, but not the restriction to the utility model protection domain, allly does any unsubstantiality to above-described embodiment and changes, and all belongs to protection domain of the present utility model.
Claims (3)
1. a composite floor, it is characterized in that: this composite floor is fixed on concrete beam by the curved muscle of shearing resistance, described composite floor is included in the construction stage and is mounted on profiled sheet layer on concrete beam by nailing, profiled sheet layer is built a layer of concrete, in this layer of concrete, had a steel bar layer.
2. a kind of composite floor according to claim 1, is characterized in that: described profiled sheet layer is opening profiled sheet layer.
3. a kind of composite floor according to claim 1, is characterized in that: the curved muscle of described shearing resistance is positioned at concrete beam end face, and overbending direction is with concrete beam direction, and bending angle is 45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420736443.2U CN204311629U (en) | 2014-11-28 | 2014-11-28 | A kind of composite floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420736443.2U CN204311629U (en) | 2014-11-28 | 2014-11-28 | A kind of composite floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204311629U true CN204311629U (en) | 2015-05-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420736443.2U Active CN204311629U (en) | 2014-11-28 | 2014-11-28 | A kind of composite floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204311629U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951998A (en) * | 2016-06-30 | 2016-09-21 | 三新房屋制造股份有限公司 | Integrated assembly type residential system and construction method thereof |
-
2014
- 2014-11-28 CN CN201420736443.2U patent/CN204311629U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951998A (en) * | 2016-06-30 | 2016-09-21 | 三新房屋制造股份有限公司 | Integrated assembly type residential system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |