CN204152075U - Profiled steel plate composite board and there is the roof panel of composite plate, floor plate and shingle nail - Google Patents
Profiled steel plate composite board and there is the roof panel of composite plate, floor plate and shingle nail Download PDFInfo
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- CN204152075U CN204152075U CN201420416527.8U CN201420416527U CN204152075U CN 204152075 U CN204152075 U CN 204152075U CN 201420416527 U CN201420416527 U CN 201420416527U CN 204152075 U CN204152075 U CN 204152075U
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Abstract
The utility model relates to a kind of Profiled steel plate composite board and has the roof panel of composite plate, floor plate and shingle nail, it comprises profiled sheet and filler, described profiled sheet is a ribbed plate, described profiled sheet, as the main body of composite plate load, fills described filler in the cavity of described profiled sheet bottom; 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 laminated steel remains silent the profiled sheet in face in order to resistance to compression, described additional steel in order to tension, both by rib of slab collaborative work with resist torque.The utility model composite plate lightweight, high-strength, when span, load are equal to, deadweight is about 1/5 of traditional profiled sheet concrete floor, for large span provides product support without the realization of beam space.
Description
Technical field
The utility model relates to housing project field, particularly relates to a kind of new type profiled steel sheets composite plate being applicable to roof panel, floor plate, shingle nail.
Background technology
House architectural structure is the structure of one very " selfishness ", its a big chunk supporting capacity is for bearing the deadweight of oneself, the ratio of strength to weight (ratio of supporting capacity and deadweight) weighs the very important index of constructional materials and building product one, particularly for the great-leap-forward flexural member of plate class, the ratio of strength to weight is critical factor, in addition in seismic design, conducting oneself with dignity more, violent earthquake effect is larger, and deadweight is one of structure and basic engineering a crucial factor.Meanwhile, the impact that building construction requires by its using function, also requires to possess the functions such as environmental protection, insulation, fire prevention to constructional materials and goods simultaneously.So the constructional materials of lightweight, high-strength, environmental protection, insulation, fire prevention, sound insulation and goods are problems of state, inside and outside primary study.
Current thistle board both domestic and external also mainly color steel class composite plate, its shortcoming wants to realize certain span section steel purlin must be coordinated to use, working procedure is complicated, and durability, water proofing property, fire line, seal are poor, particularly color steel class composite plate cannot use as floor plate, also some lightweight concrete slabs have been there are in domestic market, but ratio of strength to weight poor-performing and manufacture craft is comparatively complicated, application is restricted, and especially substantially all can not use as the floor plate of certain span.
Utility model content
The purpose of this utility model is the roof panel, floor plate and the shingle nail that provide a kind of Profiled steel plate composite board and have composite plate, in order to overcome above-mentioned technological deficiency.
For achieving the above object, the utility model provides new type profiled steel sheets composite plate, and it comprises profiled sheet and filler, and described profiled sheet is a ribbed plate, described profiled sheet, as the main body of composite plate load, fills described filler in the cavity of described profiled sheet bottom;
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 about 1.0mm thick and thin wall steel plate.
Further, on the filler of described composite 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, profiled sheet is welded with at a certain distance the welding wire truss in thickness of slab direction.
Further, described additional steel are reinforcing bar or steel plate, and the position of described additional steel is positioned at contour plate rib of slab outside or inside.
The utility model also provides a kind of roof panel with Profiled steel plate composite board, the upper metal plate of described composite plate is pasted and lays waterproofing materials, insulation layer and sealer;
Be the soffit of composite plate in indoor, be foam concrete surface, directly plaster decoration or by other decorations.
The utility model also provides a kind of floor plate with Profiled steel plate composite board, and the laying of various ground is directly carried out in the plate top of described composite plate, comprises ordinary Portland cement ground and various laying ground;
Be the soffit of composite plate at the bottom of plate, namely foam concrete surface, directly plasters and decorates or carry out other decorations.
The utility model also provides a kind of shingle nail with Profiled steel plate composite board, and the outside metal plate of described composite plate sprays paint facing, or pastes on metal plate or hang other decoration panel facing;
Indoor are the inner surface of composite plate, and namely foam concrete surface, directly plasters and decorate or carry out other decorations.
The beneficial effects of the utility model are compared with prior art: the utility model composite plate lightweight, high-strength, when span, load are equal to, deadweight is about 1/5 of traditional profiled sheet concrete floor, for large span provides product support without the realization of beam space; Integrate the necessary performances of building construction such as insulation, fire prevention, sound insulation and sound-absorbing; Products application is strong, can be used as roofing, flooring and metope and its other purposes be suitable for; The inner face of production board is foam concrete face; Directly can to plaster decoration, to eliminate the furred ceiling that traditional profiled sheet concrete floor is necessary; During as roof panel, because outside is smooth profiled sheet face, directly can lay waterproofing materials, save the leveling layer that conventional concrete plate is necessary; Production technology, technique are simple, and cost is low, is easy to apply.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model Profiled steel plate composite board;
Fig. 2 is the cross section structure schematic diagram of the utility model Profiled steel plate composite board;
Fig. 3 is the structural representation of the utility model roof panel;
Fig. 4 is the structural representation of the utility model floor plate;
Fig. 5 is the structural representation of the utility model shingle nail.
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 and 2, it is the structural representation in the utility model Profiled steel plate composite board and cross section thereof, and the utility model composite plate comprises profiled sheet 17 and foam concrete 13, wherein, profiled sheet 17 is a ribbed plate, and it is as the main body of composite 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; On the foam concrete 13 of composite plate and the bonding surface of profiled sheet 17, be suppressed with reinforcing rib 11, described reinforcing rib 11 extends along plate length direction, and direction as indicated by the arrows in the figure, in order to reinforce the rigidity of thin-walled steel plate.
Add steel 16 in rib of slab 14 side of the vertical setting of the profiled sheet 17 suppressed or bottom welding, these additional steel 16 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.
Profiled sheet 17 can be welded with the welding wire truss 18 in thickness of slab direction at a certain distance.
According to the quantity of the vertical rib of slab 14 arranged in the utility model, the width of composite plate can be changed.
In the present embodiment, the cross sectional shape of described rib of slab 14 is triangle, and the vertical gripper shoe in rib of slab 14 both sides has an intersection point in the bottom surface of profiled sheet 17.
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.
The cross sectional shape of the utility model medium-pressure type steel plate 17 is by the alternate form 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 be functional makes sheet material achieve to integrate lightweight, high-strength, insulation, fire prevention, sound insulation value.
The load of the composite plate in the utility model is characterized as: profiled sheet is the floor form of an opening, reinforcing rib is suppressed in contour plate face, bottom floor, attached weldering adds steel, add steel tension bottom profiled sheet resistance to compression and the floor of being coordinated face of remaining silent by floor, make tension and resistance to compression work in combination resist torque; Filling foam concrete or other light material in plate cavity, for ensure foam concrete well with profiled sheet compound, at the attached welding steel silk netting of the opening surface of profiled sheet, the steel wire truss of contour plate thickness direction can be welded with if desired at a certain distance to improve the rigidity of contour plate.
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.
Refer to shown in Fig. 3; it is the structural representation of the utility model roof panel; after floor has been laid; directly can paste on the metal plate of described composite plate and lay waterproofing materials 31; insulation as cold district plate does not reach the requirement of energy-saving design; can insulation layer be re-layed, finally require to lay sealer 32 according to specific design.
Indoor are the soffit of composite plate, i.e. foam concrete surface 33, directly can plaster and decorate or carry out other decorations by designing requirement.
Refer to shown in Fig. 4, it is the structural representation of the utility model floor plate, and after floor has been laid, the laying of various ground directly can be carried out according to Architectural Design Requirements in the plate top of composite plate, comprises ordinary Portland cement ground 41 and various laying ground.
Be the soffit of composite plate, i.e. foam concrete surface 42 at the bottom of plate, directly can plaster and decorate or carry out other decorations by designing requirement.
Refer to shown in Fig. 5, it is the structural representation of the utility model shingle nail, and after wallboard installation, can directly outside wallboard, metal plate spray paint facing, also can paste on metal plate or hang other decoration panel facing 51.
Indoor are the inner surface of composite plate, i.e. foam concrete surface 52, directly can plaster and decorate or carry out other decorations by designing requirement.
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 (9)
1. a Profiled steel plate composite board, 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;
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. Profiled steel plate composite board according to claim 1, is characterized in that, described profiled sheet is 1.0mm thick and thin wall steel plate.
3. Profiled steel plate composite board according to claim 2, is characterized in that, on the filler of described composite plate and the bonding surface of profiled sheet, be suppressed with reinforcing rib, described reinforcing rib extends along plate length direction.
4. Profiled steel plate composite board 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.
5. Profiled steel plate composite board according to claim 2, is characterized in that, profiled sheet is welded with the welding wire truss in thickness of slab direction at a certain distance.
6. Profiled steel plate composite board 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. there is a roof panel for the Profiled steel plate composite board described in the arbitrary claim of claim 1-6, it is characterized in that, the upper metal plate of described composite plate is pasted and lays waterproofing materials, insulation layer and sealer;
Be the soffit of composite plate in indoor, be foam concrete surface, directly plaster decoration or by other decorations.
8. have a floor plate for the Profiled steel plate composite board described in the arbitrary claim of claim 1-6, it is characterized in that, the laying of various ground is directly carried out in the plate top of described composite plate, comprises ordinary Portland cement ground and various laying ground;
Be the soffit of composite plate at the bottom of plate, namely foam concrete surface, directly plasters and decorates or carry out other decorations.
9. have a shingle nail for the Profiled steel plate composite board described in the arbitrary claim of claim 1-6, it is characterized in that, the outside metal plate of described composite plate sprays paint facing, or pastes on metal plate or hang other decoration panel facing;
Indoor are the inner surface of composite plate, and namely foam concrete surface, directly plasters and decorate or carry out other decorations.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420416527.8U CN204152075U (en) | 2014-07-28 | 2014-07-28 | Profiled steel plate composite board and there is the roof panel of composite plate, floor plate and shingle nail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420416527.8U CN204152075U (en) | 2014-07-28 | 2014-07-28 | Profiled steel plate composite board and there is the roof panel of composite plate, floor plate and shingle nail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204152075U true CN204152075U (en) | 2015-02-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420416527.8U Expired - Fee Related CN204152075U (en) | 2014-07-28 | 2014-07-28 | Profiled steel plate composite board and there is the roof panel of composite plate, floor plate and shingle nail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204152075U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013846A (en) * | 2016-07-14 | 2016-10-12 | 陈俊虎 | Combined type changeable villa |
| WO2018010522A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Novel superposed shear wall |
| CN107724607A (en) * | 2017-09-28 | 2018-02-23 | 李志民 | A kind of metal Roof balances Rotating fields |
| CN108643467A (en) * | 2018-07-16 | 2018-10-12 | 李志民 | The levelling component of roofing, Roof system and roofing construction technique |
| CN110173063A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Punch Square Steel Tubes Truss profiled sheet shear wall and construction 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 |
-
2014
- 2014-07-28 CN CN201420416527.8U patent/CN204152075U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013846A (en) * | 2016-07-14 | 2016-10-12 | 陈俊虎 | Combined type changeable villa |
| WO2018010522A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Novel superposed shear wall |
| CN107724607A (en) * | 2017-09-28 | 2018-02-23 | 李志民 | A kind of metal Roof balances Rotating fields |
| CN108643467A (en) * | 2018-07-16 | 2018-10-12 | 李志民 | The levelling component of roofing, Roof system and roofing construction technique |
| CN110173063A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Punch Square Steel Tubes Truss profiled sheet shear wall and construction 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150211 Termination date: 20170728 |
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| CF01 | Termination of patent right due to non-payment of annual fee |