CN205134662U - Floor panel - Google Patents
Floor panel Download PDFInfo
- Publication number
- CN205134662U CN205134662U CN201520793780.XU CN201520793780U CN205134662U CN 205134662 U CN205134662 U CN 205134662U CN 201520793780 U CN201520793780 U CN 201520793780U CN 205134662 U CN205134662 U CN 205134662U
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- CN
- China
- Prior art keywords
- longeron
- floor
- sheet material
- crossbeam
- keel structure
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Abstract
The utility model discloses a floor panel, including keel structure and parcel keel structure's composite material filling structure, keel structure is including the longeron that sets up side by side, the head and the tail both ends of longeron all are provided with rather than the vertically crossbeam, the longeron with crossbeam fixed connection. Set up keel structure in floor panel, keel structure has guaranteed the anti stress intensity of floor itself including moving about freely and quickly crossing and fixed firm girder construction effectively, composite material filling structure's technical scheme is wrapped up in the adoption outside fossil fragments, effectively pack floor panel, makes its outer structure be fit for as floor construction use to owing to adopted the filling structure who accords with the material, the floor that its weight is traditional relatively is lighter. To sum up, the utility model provides a floor material has a bearing performance excellence, and the easy not fragile advantage of the light construction of material under the construction situation of needs, can substitute cast -in -place concrete floor's technical scheme effectively.
Description
Technical field
The utility model relates to building materials technology field, more particularly, relates to a kind of floor sheet material.
Background technology
Floor is a kind of separation supporting member.For the one in floor load-bearing structure, house vertical direction is divided into some layers by it, and the vertical load in building and floor deadweight are passed to basis by body of wall, beam or post.Several form such as floor of wood floor, brick arch floor, reinforced concrete floor and steel liner plate load-bearing can be divided into by its material used.
Current granules of polystyrene cement sandwich composite light batten is that one makes panel to strengthen calcium silicate board, with expanded polystyrene particle, cement, flyash, additive for concrete core, and once-combined shaping nonbearing partition batten.It has the light characteristic of quality, and when transport uses with building operations, all relative traditional floor easily operates, and meets the requirement of building material light weight.But due to itself material and structure restriction, this batten load-bearing property is not good, can only as partition wall use, and range of application is narrow, greatly limit the development prospect of this board.
In current industry standard, the cast-in-place mode of cement steel taked by floor, and hollow pre-fabricated panels originally expressly prohibits the use.But in production practices, still some condition of construction be not suitable for adopting cast-in-place concrete floor, novel floor sheet material must be had to replace, and it should have good load-bearing property and relatively light quality.
In sum, how providing the problems such as a kind of technical scheme of feasible alternative cast-in-place concrete floor, is current those skilled in the art's urgent problem.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of floor sheet material, and this floor sheet material can substitute the technical scheme of cast-in-place concrete floor effectively.
In order to reach above-mentioned first object, the utility model provides following technical scheme:
A kind of floor sheet material, comprise the composite interstitital texture of keel structure and the described keel structure of parcel, described keel structure comprises the longeron be arranged side by side, and the head and the tail two ends of described longeron are provided with perpendicular crossbeam, and described longeron is fixedly connected with described crossbeam.
Preferably, in above-mentioned floor sheet material, described crossbeam is arranged in parallel in same plane, and the centre position of described longeron overall length is also provided with middle girder.
Preferably, in above-mentioned floor sheet material, described longeron is C-type steel longeron, and described crossbeam and described middle girder are band steel beam.
Preferably, in above-mentioned floor sheet material, described crossbeam comprises the top rail and lower transverse beam that are arranged at described longeron upper surface and soffit respectively, and described top rail and the described lower transverse beam structure that is parallel to each other is identical; Described middle girder comprises the upper middle girder and lower middle girder that are arranged at described longeron upper surface and soffit respectively, and described upper middle girder and the described lower middle girder structure that is parallel to each other is identical.
Preferably, in above-mentioned floor sheet material, described crossbeam and described middle girder are all connected and fixed one with described longitudinal beam welding.
Preferably, in above-mentioned floor sheet material, described composite interstitital texture is specially the sandwich composite construction of granules of polystyrene cement.
The floor sheet material that the utility model provides, comprise the composite interstitital texture of keel structure and the described keel structure of parcel, described keel structure comprises the longeron be arranged side by side, and the head and the tail two ends of described longeron are provided with perpendicular crossbeam, and described longeron is fixedly connected with described crossbeam.In floor sheet material, arrange keel structure, keel structure comprises and intersecting in length and breadth and the girder construction of fixation, and this project organization ensure that the resistance to stress intensity of floor itself effectively; Adopt the technical scheme in keel outer wrapping composite interstitital texture; effectively floor sheet material is filled; make its external structure be suitable as floor slab construction use; and owing to have employed the interstitital texture meeting material; the floor that its weight is relatively traditional is lighter; effectively keel structure is wrapped in floor sheet material inside owing to have employed interstitital texture, protects keel structure, prevent it from freeing the situations such as corrosion.In sum, this floor material that the utility model provides has load-bearing property excellence, and material is gentlier constructed easy non-damageable advantage, under the condition of construction needed, effectively can substitute the technical scheme of cast-in-place concrete floor.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
The structural representation of the keel structure of the floor sheet material that Fig. 1 provides for the utility model embodiment;
The keel structure that Fig. 2 provides for Fig. 1 is along the cross-sectional view in A-A direction.
In accompanying drawing, mark is as follows:
Longeron 1, crossbeam 2-1, middle girder 2-2.
Detailed description of the invention
The utility model embodiment discloses a kind of floor sheet material, with the technical scheme of alternative cast-in-place concrete floor feasible in case of need.
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1, Fig. 2, the structural representation of the floor sheet material that Fig. 1 provides for the utility model embodiment, the floor sheet material that Fig. 2 provides for Fig. 1 is along the cross-sectional view in A-A direction.
The floor sheet material that embodiment of the present utility model provides, comprise the composite interstitital texture of keel structure and the described keel structure of parcel, described keel structure comprises the longeron 1 be arranged side by side, the head and the tail two ends of described longeron 1 are provided with perpendicular crossbeam 2-1, and described longeron 1 is fixedly connected with described crossbeam 2-1.
Wherein it should be noted that, crossbeam 2-1 and longeron 1 all have two at least, the enclosed construction formed, preferred scheme is on its basis, all be parallel to each other between crossbeam 2-1, also be parallel to each other between each longeron 1, adopt in the keel structure mechanical property of this structure more reliable, and be convenient to production and processing and construction usage.
In floor sheet material, arrange keel structure, keel structure comprises and intersecting in length and breadth and the girder construction of fixation, and this project organization ensure that the resistance to stress intensity of floor itself effectively; Adopt the technical scheme in keel outer wrapping composite interstitital texture; effectively floor sheet material is filled; make its external structure be suitable as floor slab construction use; and owing to have employed the interstitital texture meeting material; the floor that its weight is relatively traditional is lighter; effectively keel structure is wrapped in floor sheet material inside owing to have employed interstitital texture, protects keel structure, prevent it from freeing the situations such as corrosion.
In sum, this floor material that the utility model provides has load-bearing property excellence, and material is gentlier constructed easy non-damageable advantage, under the condition of construction needed, effectively can substitute the technical scheme of cast-in-place concrete floor.
For optimizing technique scheme further, on the basis of above-described embodiment preferably, in above-mentioned floor sheet material, described keel structure comprises three crossbeams arranged in parallel in same plane, and described crossbeam comprises the middle girder 2-2 in the centre position being arranged at described longeron 1 overall length.
Wherein it should be noted that, the technical scheme present embodiments provided, in the centre position of the overall length of longeron 1, middle girder 2-2 is set, keel structure is when its total length is longer to adopt this design fully to ensure that, intermediate position has the force structure supported by the longeron 1 at two ends equally, ensure that the mechanical property of this floor sheet material.
For optimizing technique scheme further, on the basis of above-described embodiment preferably, in above-mentioned floor sheet material, described longeron 1 is C-type steel longeron, and described crossbeam 2-1 and described middle girder 2-2 is band steel beam.
The basis of wherein inventor's the present embodiment again additionally provides preferred scheme, the size range of C-type steel longeron is: high is 100mm ± 5mm (or 130mm ± 5mm), the wide 30mm ± 5mm in the edge of a wing, thick 0.8mm, long 2440mm ± 5mm, adopt the requirement of C-type steel beam near industry standard of this size, range of application is larger, and construction usage is all convenient; The size range of corresponding band steel beam is: long 600mm ± 5mm, wide 25mm ± 5mm, thick 0.8mm.
Adopt C-type steel and band steel beam as the longitudinal and cross beam in keel structure, its load-bearing property is good, and compared with traditional steel channel beam, under the prerequisite reaching identical intensity, this architecture quality of the present embodiment is lighter, and this scheme is saved steel and is convenient to transport and construction.
For optimizing technique scheme further, on the basis of above-described embodiment preferably, in above-mentioned floor sheet material, described crossbeam comprises the top rail and lower transverse beam that are arranged at described longeron upper surface and soffit respectively, and described top rail and the described lower transverse beam structure that is parallel to each other is identical; Described middle girder comprises the upper middle girder and lower middle girder that are arranged at described longeron upper surface and soffit respectively, and described upper middle girder and the described lower middle girder structure that is parallel to each other is identical.This technical scheme that the present embodiment provides, makes full use of the thickness of C-type steel longeron, all arranges crossbeam in the upper and lower surface of its thickness direction, makes structure itself more firm.And before upper and lower two-layer crossbeam, leave sufficient space for settling composite interstitital texture.
For optimizing technique scheme further, on the basis of above-described embodiment preferably, in above-mentioned floor sheet material, described crossbeam and described middle girder are all connected and fixed one with described longitudinal beam welding.Adopt the technical scheme fixation be welded and fixed, implementation result is good, and its technology maturation is implemented comparatively simple.
For optimizing technique scheme further, on the basis of above-described embodiment preferably, in above-mentioned floor sheet material, described composite interstitital texture is specially the sandwich composite construction of granules of polystyrene cement.Adopt this NEW TYPE OF COMPOSITE material, have light weight, relative intensity performance is good, and has outstanding heat-insulating capability.
In this manual, each embodiment adopts the mode of going forward one by one to describe, and what each embodiment stressed is the difference with other embodiments, between each embodiment identical similar portion mutually see.
To the above-mentioned explanation of the disclosed embodiments, professional and technical personnel in the field are realized or uses the utility model.To be apparent for those skilled in the art to the multiple amendment of these embodiments, General Principle as defined herein when not departing from spirit or scope of the present utility model, can realize in other embodiments.Therefore, the utility model can not be restricted to these embodiments shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (6)
1. a floor sheet material, it is characterized in that, comprise the composite interstitital texture of keel structure and the described keel structure of parcel, described keel structure comprises the longeron (1) be arranged side by side, the head and the tail two ends of described longeron (1) are provided with perpendicular crossbeam (2-1), and described longeron (1) is fixedly connected with described crossbeam (2-1).
2. floor sheet material according to claim 1, is characterized in that, described crossbeam (2-1) is arranged in parallel in same plane, and the centre position of described longeron (1) overall length is also provided with middle girder (2-2).
3. floor sheet material according to claim 2, is characterized in that, described longeron (1) is C-type steel longeron, and described crossbeam (2-1) and described middle girder (2-2) are band steel beam.
4. floor sheet material according to claim 3, it is characterized in that, described crossbeam (2-1) comprises the top rail and lower transverse beam that are arranged at described longeron (1) upper surface and soffit respectively, and described top rail and the described lower transverse beam structure that is parallel to each other is identical; Described middle girder (2-2) comprises the upper middle girder and lower middle girder that are arranged at described longeron (1) upper surface and soffit respectively, and described upper middle girder and the described lower middle girder structure that is parallel to each other is identical.
5. floor sheet material according to claim 3, is characterized in that, described crossbeam (2-1) and described middle girder (2-2) are all welded to connect with described longeron (1) and are fixed as one.
6. floor sheet material according to claim 3, is characterized in that, described composite interstitital texture is specially the sandwich composite construction of granules of polystyrene cement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520793780.XU CN205134662U (en) | 2015-10-14 | 2015-10-14 | Floor panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520793780.XU CN205134662U (en) | 2015-10-14 | 2015-10-14 | Floor panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134662U true CN205134662U (en) | 2016-04-06 |
Family
ID=55620469
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520793780.XU Expired - Fee Related CN205134662U (en) | 2015-10-14 | 2015-10-14 | Floor panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134662U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898646A (en) * | 2019-03-05 | 2019-06-18 | 贵州建工集团第一建筑工程有限责任公司 | A kind of construction method of assembled steel structure multi storied factory building skeleton |
| CN109972781A (en) * | 2019-01-23 | 2019-07-05 | 贵州建工集团第一建筑工程有限责任公司 | A kind of combination layer beam and its manufacturing method |
-
2015
- 2015-10-14 CN CN201520793780.XU patent/CN205134662U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972781A (en) * | 2019-01-23 | 2019-07-05 | 贵州建工集团第一建筑工程有限责任公司 | A kind of combination layer beam and its manufacturing method |
| CN109898646A (en) * | 2019-03-05 | 2019-06-18 | 贵州建工集团第一建筑工程有限责任公司 | A kind of construction method of assembled steel structure multi storied factory building skeleton |
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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: 20160406 Termination date: 20161014 |
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| CF01 | Termination of patent right due to non-payment of annual fee |