CN204152045U - A kind of back-buckling type floor support plate and composite floor system thereof - Google Patents
A kind of back-buckling type floor support plate and composite floor system thereof Download PDFInfo
- Publication number
- CN204152045U CN204152045U CN201420416528.2U CN201420416528U CN204152045U CN 204152045 U CN204152045 U CN 204152045U CN 201420416528 U CN201420416528 U CN 201420416528U CN 204152045 U CN204152045 U CN 204152045U
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- CN
- China
- Prior art keywords
- support plate
- profiled sheet
- floor support
- steel
- rib
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- Withdrawn - After Issue
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- 239000002131 composite material Substances 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 238000003466 welding Methods 0.000 claims abstract description 14
- 239000000945 filler Substances 0.000 claims abstract description 11
- 239000011381 foam concrete Substances 0.000 claims description 15
- 230000003014 reinforcing Effects 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 8
- 230000001629 suppression Effects 0.000 claims description 4
- 235000010582 Pisum sativum Nutrition 0.000 claims description 3
- 240000004713 Pisum sativum Species 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 5
- 238000007906 compression Methods 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 description 10
- 239000000463 materials Substances 0.000 description 6
- 230000002265 prevention Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 241000219843 Pisum Species 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000010586 diagrams Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000004744 fabrics Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 239000002184 metals Substances 0.000 description 1
- 239000000203 mixtures Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
Abstract
The utility model relates to a kind of back-buckling type floor support plate and composite floor system thereof, it comprises profiled sheet and filler, described profiled sheet is a ribbed plate, and described profiled sheet, as the main body of floor support plate load, fills described filler in the cavity of described profiled sheet bottom; At the upper shed face welding wire truss of described profiled sheet, side or the bottom welding of described vertical rib of slab add steel, at the attached welding steel silk netting in the under shed face of profiled sheet, described profiled sheet remains silent the profiled sheet in face in order to resistance to compression, described additional steel are in order to tension, and both pass through rib of slab collaborative work with resist torque.The utility model is relative to existing composite floor, and deadweight minimizing about 50%, greatly reduces geological process, overall structure and foundation cost are significantly reduced, and can save the temporary support in work progress simultaneously.
Description
Technical field
The utility model relates to housing project field, particularly relates to a kind of back-buckling type floor support plate and composite floor system thereof.
Background technology
In prior art, according to the feature of steel work, the deadweight of floor is the major part of dead load, and in general structure, the weight of steel work is at 100kg/m
2left and right, the weight of floor is but at 300kg/m
2above, therefore, effective reduce floor deadweight, geological process can be reduced greatly, critical effect is played to the performance of structure and cost.
Floor support plate concrete combined floor, there are now two kinds of methods for designing, one be consider building hold steel plate participate in floor stressed, but floor support plate traditional at present is all difficult to effective and Combined concrete, so the bearing capacity contribution of floor support plate is very little, and building hold steel plate need carry out fire prevention process, greatly increase construction costs; Two is do not consider that floor support plate participation composite floor is stressed, it is only suitable for as concrete blinding, the stressed reinforcing bar laid by scene and Combined concrete stressed, a kind of waste from floor support plate itself loading angle, and due to traditional floor support plate stress performance poor, need in work progress to set up temporary support, operation is numerous and diverse, construction costs is high, and construction speed is slow.
In addition, be all that floor support plate is just put in traditional group plywood, and the plate face of contour plate is positioned at compoboard soffit, decoration of cannot directly plastering, have during finishing requirements and must set up furred ceiling, add building operation and cost, reduce the effective height in house simultaneously.
Summary of the invention
The purpose of this utility model is to provide a kind of back-buckling type floor support plate and composite floor system thereof, in order to overcome above-mentioned technological deficiency.
For achieving the above object, the utility model provides a kind of back-buckling type floor support plate, and it comprises profiled sheet and filler, and described profiled sheet is a ribbed plate, in the cavity of described profiled sheet bottom, fill described filler;
At the upper shed face welding wire truss of described profiled sheet, side or the bottom welding of described vertical rib of slab add steel, at the attached welding steel silk netting in the under shed face of profiled sheet.
Further, described profiled sheet is the wall steel plate of about 1.0mm thickness; The width of the rib of slab of described profiled sheet is at about 50mm, and rib of slab height is at about 50 ~ 80mm.
Further, described steel wire truss is arranged along plate length direction.
Further, on the filler of floor support plate and the bonding surface of profiled sheet, be suppressed with reinforcing rib, described reinforcing rib extends along plate length direction.
Further, described filler is foam concrete, and in the cavity of described profiled sheet, filling deadweight is 300 ~ 400kg/m
3the foam concrete of left and right.
Further, described additional steel are reinforcing bar or steel plate, and its additional position can be that rib of slab outward also can in rib of slab.
The utility model also provides a kind of composite floor system of back-buckling type floor support plate, it is characterized in that, it comprises described floor support plate, and floor support plate laid by girder steel, weld stud in the rib of slab of the vertical setting of floor support plate, in order to floor support plate and girder steel to be fixed; According to concrete engineering design document, floor support plate lays reinforcing bar, after building pea gravel concreten, form composite floor.
The beneficial effects of the utility model are compared with prior art: the utility model is relative to existing composite floor, and deadweight minimizing about 50%, greatly reduces geological process, overall structure and foundation cost are significantly reduced.Compoboard soffit is foam concrete face, and decoration of directly can plastering, saves furred ceiling.The temporary support in work progress can be cancelled; Greatly improve the fire prevention of floor, insulation, sound insulation value; Simple construction method, decreases working procedure, reduces floor cost.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model back-buckling type floor support plate;
Fig. 2 is the cross section structure schematic diagram of the profiled sheet of the utility model back-buckling type floor support plate;
Fig. 3 is the structural representation of the utility model composite floor system.
Detailed description of the invention
Below in conjunction with accompanying drawing, to above-mentioned being described in more detail with other technical characteristic and advantage of the utility model.
Refer to shown in Fig. 1, it is the structural representation of the utility model back-buckling type floor support plate, and the utility model floor plates comprises profiled sheet 17 and foam concrete 13, and wherein, profiled sheet 17 is a ribbed plate, and it is as the main body of floor support plate load; Filling foam concrete 13 in profiled sheet 17 lower cavity, in order to realize the requirement of the functions such as insulation, sound insulation, fire prevention, sound-absorbing.
In the utility model, foam concrete 13 can adopt other light material to be composited.
In the utility model, profiled sheet 17 is compressing through special equipment, and it is about 1.0mm thick and thin wall steel plate; At the upper shed face welding wire truss 11 of profiled sheet 17, steel wire truss 11 is arranged along plate length direction; On the foam concrete 13 of floor support plate and the bonding surface of profiled sheet 17, be suppressed with reinforcing rib 12, described reinforcing rib 12 extends along plate length direction, and direction as indicated by the arrows in the figure, in order to reinforce the rigidity of floor support plate thin-walled steel plate.
Shown in Fig. 2, it is the cross section structure schematic diagram of the profiled sheet of the utility model back-buckling type floor support plate, steel 16 are added in rib of slab 14 side of the vertical setting of the profiled sheet 17 suppressed or bottom welding, these additional steel can be reinforcing bar or steel plate, and attached welding position is put and can be positioned at die mould rib of slab outside with inner; At the attached welding steel silk netting 15 in the under shed face of profiled sheet 17.
In the present embodiment, the width of the rib of slab 14 of described profiled sheet 17 is at about 50mm, and rib of slab height is at about 50 ~ 80mm.Profiled sheet 17 is applicable to general steel plate, galvanized steel plain sheet, color painted steel strip with material and can meets other sheet metal of stress performance requirement.
In the present embodiment, the cross sectional shape of profiled sheet 17 is by the alternate rectangle of rib of slab 14, also can be other shape, only need meet following stress characteristic.
In the utility model, in the cavity of the above-mentioned profiled sheet 17 completed, filling deadweight is 300 ~ 400kg/m
3the foam concrete 13 of left and right or other light material, steel fabric sheet 15 can make foam concrete 13 and profiled sheet 17 well be combined with each other, and the rigidity of profiled sheet can be strengthened, due to the lightweight of foam concrete, insulation, sound insulation, fireproof are functional, sheet material are achieved integrate lightweight, high-strength, insulation, fire prevention, sound insulation value.
Refer to shown in Fig. 3, it is the structural representation of the utility model composite floor system, above-mentioned floor support plate laid by girder steel 34, weld stud 32 in the rib of slab 14 of the vertical setting of floor support plate, floor support plate and girder steel 34 are fixed, according to engineering design requirements, floor support plate lays reinforcing bar, the pea gravel concreten 31 of building corresponding label forms composite floor.
When the composite floor formed with floor support plate, relative to traditional composite floor, floor support plate is placed upside down, namely so-called " left-hand thread " formula; Tensile reinforcement required in composite floor is welded in floor support plate rib of slab bottom so that the form of additional steel is attached, by the perpendicular rib of profiled sheet, the steel plate of pressurized is combined bending resistance together with the additional steel coordination of tension, improve rigidity and the supporting capacity of floor support plate self greatly.
The load of the floor support plate in the utility model is characterized as: add steel tension by floor coordinate the to remain silent profiled sheet resistance to compression in face and floor bottom surface, make tension and resistance to compression work in combination resist torque; Filling foam concrete or other light material in plate lower cavity, for ensure foam concrete well with profiled sheet compound, at the attached welding steel silk netting in the lower openings face of profiled sheet.
The load of composite floor system is characterized as: effectively concrete and floor support plate are combined by the steel wire truss in floor support plate upper shed face, formed with the load feature of adding steel tension and floor support plate top steel plate and concrete compression at the bottom of floor support plate plate, form the bending bearing capacity of composite floor with this.
Foam concrete in the utility model or other light material, be only the filler improving the performances such as insulation, sound insulation, fire prevention, do not participate in load, under having other engineering measure to realize the prerequisite of its function, can save.
The foregoing is only preferred embodiment of the present utility model, is only illustrative for utility model, and nonrestrictive.Those skilled in the art is understood, and requires to carry out many changes to it in the spirit and scope that limit, amendment in utility model right, even equivalent, but all will fall in protection domain of the present utility model.
Claims (7)
1. a back-buckling type floor support plate, is characterized in that, it comprises profiled sheet and filler, also comprises vertical floor, and described profiled sheet is a ribbed plate, in the cavity of described profiled sheet bottom, fill described filler;
At the upper shed face welding wire truss of described profiled sheet, side or the bottom welding of described vertical rib of slab add steel, at the attached welding steel silk netting in the under shed face of profiled sheet.
2. back-buckling type floor support plate according to claim 1, is characterized in that, described profiled sheet is about 1.0mm thick and thin wall steel plate; The width of the rib of slab of described profiled sheet is at 50mm, and rib of slab height is at 50 ~ 80mm.
3. back-buckling type floor support plate according to claim 2, is characterized in that, described steel wire truss is arranged along plate length direction.
4. back-buckling type floor support plate according to claim 2, is characterized in that, on the filler of floor support plate and the bonding surface of profiled sheet, is suppressed with reinforcing rib, and described reinforcing rib extends along plate length direction.
5. back-buckling type floor support plate according to claim 1 and 2, is characterized in that, described filler is foam concrete, and in the cavity of described profiled sheet, filling deadweight is 300 ~ 400kg/m
3foam concrete.
6. back-buckling type floor support plate according to claim 2, is characterized in that, described additional steel are reinforcing bar or steel plate, and its additional position is outside rib of slab or in rib of slab.
7. one kind has the composite floor system of the back-buckling type floor support plate described in the arbitrary claim of claim 1-6, it is characterized in that, it comprises described floor support plate, and floor support plate laid by girder steel, weld stud in the vertical rib of slab of floor support plate, in order to fix floor support plate and girder steel; According to concrete engineering design document, floor support plate lays reinforcing bar, after building pea gravel concreten, form composite floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420416528.2U CN204152045U (en) | 2014-07-28 | 2014-07-28 | A kind of back-buckling type floor support plate and composite floor system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420416528.2U CN204152045U (en) | 2014-07-28 | 2014-07-28 | A kind of back-buckling type floor support plate and composite floor system thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204152045U true CN204152045U (en) | 2015-02-11 |
Family
ID=52510172
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420416528.2U Withdrawn - After Issue CN204152045U (en) | 2014-07-28 | 2014-07-28 | A kind of back-buckling type floor support plate and composite floor system thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204152045U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100030A (en) * | 2014-07-28 | 2014-10-15 | 陕西昊兴房屋工程有限公司 | Reverse buckling type floor support plate and combined floor plate system thereof |
| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN110984450A (en) * | 2019-12-20 | 2020-04-10 | 陕西博睿信息科技有限公司 | Laying structure of steel structure house floor bearing plate |
| CN111794423A (en) * | 2020-07-16 | 2020-10-20 | 山东建筑大学 | Steel-concrete combined beam structure, building and construction method |
-
2014
- 2014-07-28 CN CN201420416528.2U patent/CN204152045U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104100030A (en) * | 2014-07-28 | 2014-10-15 | 陕西昊兴房屋工程有限公司 | Reverse buckling type floor support plate and combined floor plate system thereof |
| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN110984450A (en) * | 2019-12-20 | 2020-04-10 | 陕西博睿信息科技有限公司 | Laying structure of steel structure house floor bearing plate |
| CN111794423A (en) * | 2020-07-16 | 2020-10-20 | 山东建筑大学 | Steel-concrete combined beam structure, building and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C25 | Abandonment of patent right or utility model to avoid double patenting | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150211 Effective date of abandoning: 20161012 |