CN211369212U - Sandwich floor slab - Google Patents
Sandwich floor slab Download PDFInfo
- Publication number
- CN211369212U CN211369212U CN201922275536.5U CN201922275536U CN211369212U CN 211369212 U CN211369212 U CN 211369212U CN 201922275536 U CN201922275536 U CN 201922275536U CN 211369212 U CN211369212 U CN 211369212U
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- China
- Prior art keywords
- horizontal
- steel sheet
- steel
- transverse
- reinforcing bar
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 76
- 239000010959 steel Substances 0.000 claims abstract description 76
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 16
- 238000003466 welding Methods 0.000 claims abstract description 13
- 238000005266 casting Methods 0.000 claims abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 18
- 230000002787 reinforcement Effects 0.000 abstract description 13
- 230000000694 effects Effects 0.000 abstract description 3
- 239000004540 pour-on Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 239000011229 interlayer Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 238000012857 repacking Methods 0.000 description 3
- 238000004381 surface treatment Methods 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a sandwich floor, including the girder steel, resist the horizontal steel sheet of coincide face, cylinder head welding nail, horizontal reinforcing bar, longitudinal reinforcement, the fixed knot of cross shape and light high-strength concrete casting body, resist on the horizontal steel sheet of coincide face locates the girder steel, cylinder head welding nail link up and resist on the horizontal steel sheet of coincide face locates the girder steel, horizontal reinforcing bar is located perpendicularly and is resisted on the horizontal steel sheet of coincide face, longitudinal reinforcement locates horizontal reinforcing bar below and locates and resist the horizontal steel sheet top of coincide face, the crossing fixed knot of cross shape is located horizontal reinforcing bar and the crossing department of longitudinal reinforcement, the fixed knot of cross shape plays the effect of fastening connection to horizontal reinforcing bar and longitudinal reinforcement, light high-strength concrete casting body is pour on resisting the horizontal steel sheet of coincide face. The utility model belongs to the technical field of building element, specifically be a sandwich floor need not welded assembled sandwich floor, can assemble at the scene, and demolish and repack the convenience.
Description
Technical Field
The utility model belongs to the technical field of building element, specifically indicate a sandwich floor.
Background
The house area purchased by a plurality of young people is relatively small due to house price and the like, and the house area cannot meet the requirements of residents, so that under the condition of permission of the floor height, a plurality of people can decorate an interlayer to form an LOFT type attic (duplex structure house), a plurality of LOFT houses also appear in the market, the prior decorative interlayer uses a steel structure interlayer floor, but the prior steel structure interlayer floor needs to be welded on site, the welded interface needs to be subjected to treatment such as removing, welding opening cleaning and the like, then oil workers for surface treatment such as rust removal, paint supplement and the like need to perform brushing again, and even the house needs to be brushed again.
Disclosure of Invention
To the above situation, for overcoming prior art's defect, the utility model provides a sandwich floor, need not welded assembled sandwich floor, can assemble at the scene, and demolish and repack the convenience, it needs the field weld to have solved floor on the existing market, the kneck after the welding need be rejected, processing such as clean weld crater, later do the rust cleaning again, the work of the oiler such as surface treatment such as touch-up paint, need whitewash again the house even, not only the process is complicated, the cost is higher, and still bring the potential safety hazard easily because of having naked light, and in needs repacking, when dismantling, it is inconvenient, still can cause the problem of certain destruction to current housing construction.
The utility model adopts the following technical scheme: the utility model relates to a sandwich floor, including the girder steel, resist the horizontal steel sheet of coincide face, cylinder head welding nail, horizontal reinforcing bar, longitudinal reinforcement, the fixed knot of cross shape and the body is watered to the light high-strength concrete, resist on the horizontal steel sheet of coincide face locates the girder steel, cylinder head welding nail link up and resist on the horizontal steel sheet of coincide face locates the girder steel, horizontal reinforcing bar is located perpendicularly and is resisted on the horizontal steel sheet of coincide face, longitudinal reinforcement locates horizontal reinforcing bar below and locates and resist the horizontal steel sheet top of coincide face, the crossing fixed knot of cross shape is located horizontal reinforcing bar and the crossing department of longitudinal reinforcement, the fixed knot of cross shape plays the effect of fastening connection to horizontal reinforcing bar and longitudinal reinforcement, the body is watered and is pour on resisting the horizontal steel sheet of coincide face to the light high-strength concrete.
Further, the girder steel is I setting.
Furthermore, three groups of steel beams are uniformly arranged.
Furthermore, the transverse steel plate for resisting the superposition surface is arranged in a folded plate shape, so that the extrusion tension of the transverse steel plate is enhanced.
Further, the horizontal reinforcing bar is cylindrical setting, the horizontal reinforcing bar is equipped with a plurality of groups.
Further, the longitudinal steel bars are arranged in a cylindrical shape, and a plurality of groups of the longitudinal steel bars are arranged.
Furthermore, the light high-strength concrete casting body is formed by casting light high-strength concrete.
Adopt above-mentioned structure the utility model discloses the beneficial effect who gains as follows: this scheme is a sandwich floor, need not welded assembled sandwich floor, can assemble at the scene, and demolish and the repacking is convenient, it needs the on-the-spot welding to have solved floor in the existing market, the kneck after the welding need reject, handle such as clean crater, later do the rust cleaning again, the work of the painter such as surface treatment such as touch-up paint, need whitewash the house again even, not only the process is complicated, the cost is higher, and because there is naked light still to bring the potential safety hazard easily, and need the repacking, when dismantling, demolish inconveniently, still can cause the problem of certain destruction to current house structure.
Drawings
Fig. 1 is the overall structure schematic diagram of the sandwich floor slab of the utility model.
The steel beam is 1, the steel beam is 2, the transverse steel plate of the superposition resistant surface is 3, the cylindrical head welding nail is 4, the transverse steel bar is 5, the longitudinal steel bar is 6, the crossed fixing knot is 6, and the light high-strength concrete is 7.
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments; based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in figure 1, the utility model discloses a sandwich floor, including a steel beam 1, a transverse steel plate 2 for resisting the overlapping surface, a cylindrical head welding nail 3, a transverse reinforcing steel bar 4, a longitudinal reinforcing steel bar 5, a cross-shaped fixed knot 6 and a light high-strength concrete pouring body 7, the transverse steel plate 2 of the anti-overlapping surface is arranged on the steel beam 1, the cylindrical head welding nail 3 penetrates through the transverse steel plate 2 of the anti-overlapping surface and is arranged on the steel beam 1, the transverse steel bar 4 is vertically arranged on the transverse steel plate 2 of the anti-overlapping surface, the longitudinal steel bar 5 is arranged below the transverse steel bar 4 and above the transverse steel plate 2 of the anti-overlapping surface, crossing fixed knot 6 is located the crossing department of horizontal reinforcing bar 4 and longitudinal reinforcement 5, crossing fixed knot 6 plays fastening connection's effect to horizontal reinforcing bar 4 and longitudinal reinforcement 5, light weight high strength concrete pours body 7 and pours on resisting superimposed surface horizontal steel sheet 2.
The steel beam 1 is I-shaped.
Three groups of steel beams 1 are uniformly arranged.
The transverse steel plate 2 resisting the overlapping surface is arranged in a folded plate shape, so that the extrusion tension of the transverse steel plate is enhanced.
The transverse reinforcing steel bar 4 is in a cylindrical shape, and the transverse reinforcing steel bar 4 is provided with a plurality of groups.
The longitudinal steel bars 5 are arranged in a cylindrical shape, and the longitudinal steel bars 5 are provided with a plurality of groups.
The light high-strength concrete casting body 7 is formed by casting light high-strength concrete.
During the specific use, the user sets up girder steel 1 in the position department that needs the installation, will resist the horizontal steel sheet 2 of coincide face again and place on girder steel 1, will resist the horizontal steel sheet 2 of coincide face through cylinder head weld nail 3 and fix on girder steel 1, set up horizontal reinforcing bar 4 align to grid on resisting the horizontal steel sheet 2 of coincide face, set up longitudinal reinforcement 5 at horizontal reinforcing bar 4 and resist between the horizontal steel sheet 2 of coincide face, and carry out the cross rigid coupling with the crossing department of horizontal reinforcing bar 4 and longitudinal reinforcement 5 through crisscross shape fixed knot 6, pour light high-strength concrete at last on resisting the horizontal steel sheet 2 of coincide face, and pour horizontal reinforcing bar 4 and longitudinal reinforcement 5 inside, above just, the utility model discloses holistic work flow, repeat this step when next practicality can.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they should not be limited to the embodiments described above, and that they can design the similar structure and embodiments without departing from the spirit of the invention.
Claims (7)
1. A sandwich floor slab, its characterized in that: the steel beam, the transverse steel plate of the anti-overlapping face, the cylindrical head welding nail, the transverse steel bar, the longitudinal steel bar, the cross-shaped fixing knot and the light high-strength concrete casting body are included, the transverse steel plate of the anti-overlapping face is arranged on the steel beam, the cylindrical head welding nail penetrates through the transverse steel plate of the anti-overlapping face and is arranged on the steel beam, the transverse steel bar is vertically arranged on the transverse steel plate of the anti-overlapping face, the longitudinal steel bar is arranged below the transverse steel bar and is arranged above the transverse steel plate of the anti-overlapping face, the cross-shaped fixing knot is arranged at the intersection of the transverse steel bar and the longitudinal steel bar, and the light high-strength concrete casting body is cast on the transverse.
2. A laminated floor slab as claimed in claim 1, wherein: the steel beam is I-shaped.
3. A laminated floor slab as claimed in claim 2, wherein: three groups of steel beams are uniformly arranged.
4. A laminated floor slab as claimed in claim 3, wherein: the transverse steel plate of the anti-overlapping surface is arranged in a folding plate shape.
5. A laminated floor slab as claimed in claim 4, wherein: the transverse reinforcing steel bars are arranged in a cylindrical shape and are provided with a plurality of groups.
6. A laminated floor slab as claimed in claim 5, wherein: the longitudinal steel bars are arranged in a cylindrical shape and are provided with a plurality of groups.
7. A laminated floor slab as claimed in claim 6, wherein: the light high-strength concrete casting body is formed by casting light high-strength concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922275536.5U CN211369212U (en) | 2019-12-18 | 2019-12-18 | Sandwich floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922275536.5U CN211369212U (en) | 2019-12-18 | 2019-12-18 | Sandwich floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211369212U true CN211369212U (en) | 2020-08-28 |
Family
ID=72150765
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922275536.5U Expired - Fee Related CN211369212U (en) | 2019-12-18 | 2019-12-18 | Sandwich floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211369212U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123502A (en) * | 2021-04-08 | 2021-07-16 | 安徽中擎住宅工业发展有限公司 | Prefabricated assembled occlusion steel plate light floor set for constructional engineering |
-
2019
- 2019-12-18 CN CN201922275536.5U patent/CN211369212U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123502A (en) * | 2021-04-08 | 2021-07-16 | 安徽中擎住宅工业发展有限公司 | Prefabricated assembled occlusion steel plate light floor set for constructional engineering |
| CN113123502B (en) * | 2021-04-08 | 2022-12-02 | 安徽中擎住宅工业发展有限公司 | Prefabricated assembled occlusion steel plate light floor set for building engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200828 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |