CN2496950Y - Reinforcing mattress frame special for floorslab - Google Patents
Reinforcing mattress frame special for floorslab Download PDFInfo
- Publication number
- CN2496950Y CN2496950Y CN 01259455 CN01259455U CN2496950Y CN 2496950 Y CN2496950 Y CN 2496950Y CN 01259455 CN01259455 CN 01259455 CN 01259455 U CN01259455 U CN 01259455U CN 2496950 Y CN2496950 Y CN 2496950Y
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- CN
- China
- Prior art keywords
- rack
- floor
- brace
- truss bar
- bar
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- Expired - Fee Related
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Abstract
A floor slab special rebar rack is arranged inside an inner core of the floor slab, and includes a plurality of girder bars, each girder bar has the structure that continuous inclined rods penetrate the top surface and the bottom surface, each girder bar is arrayed sequentially, the top and the bottom are immovably connected by using longitudinal and transverse rib bars as an integrated rack, a heat insulation layer is arranged inside the hollow inner cavity of the rack, the bent parts of the girder bars that are higher than the heat insulation layer are provided at top and bottom surfaces of the rack,. The utility model has the advantages that the self-weight is light, the span is large, the load bearing ability is strong, the heat insulation and the sound isolation performances are good, the construction is fast, and the structure is corrosion-proofing and fire-proofing.
Description
Technical field
The utility model relates to the structure of the precast floor slab in the constructional materials, the special reinforced rack of specifically a kind of floor.
Background technology
The building energy conservation of housing industrialization is the developing direction of China housing construction industry, and steel house with it from heavy and light, basic expense is low, anti-seismic performance is good, comprehensive advantages such as construction pollution is few, progress is fast, and structure design is flexible become the main development framework that realizes modernization of the housing industry.At present, the floor that the construction steel structure system is adopted all exist from great, cost is high, difficulty of construction is big, is difficult to form the shortcoming of industrialization, and fails to solve the difficult problem of insulation, sound insulation, prior art is further improved, perfect, increases new kind.
Summary of the invention
The purpose of this utility model provides the special reinforced rack of a kind of floor, has from heavy and light, span is big, supporting capacity is strong, and the heat insulating and sound insulating performance is good, construction is fast, anticorrosion, fireproof advantage.
The purpose of this utility model is that full pattern is realized:
The special reinforced rack of a kind of floor, be arranged at the inner core of floor, it is characterized in that: it comprises some truss bars, each truss bar is for running through the structure of end face and bottom surface with continuous brace, each truss bar is arranged in order, its top, bottom surface are affixed with longitudinal and transverse rib to be rack integral body, is filled with insulation layer in the hollow cavity of this rack, and there is the bending part of the truss bar that exceeds insulation layer the top of this rack, bottom surface.
The purpose of this utility model also can realize by following measure:
The brace of described truss bar is the continuous brace of waveform, and on the top of the continuous brace of this waveform, upper chord and the lower chord that the bottom surface respectively is connected with linearity, each is organized between the upper chord and respectively organizes between the lower chord respectively affixed and constitute rack integral body with horizontal hair.
Described truss bar intersects brace by plurality of continuous and constitutes, and each intersects brace top, the affixed respectively some horizontal hairs in bottom surface and constitutes the overall structure of upper and lower steel fabric sheet, and this upper and lower steel fabric sheet respectively is higher than the last end face of insulation layer and bottom surface and is built on stilts shape.
The structure of the upper and lower chord member of described truss bar can be monofilament and/or mariages.
The steel wire diameter of described upper and lower steel fabric sheet can be unequal, and down the steel wire diameter of steel fabric sheet is coarser than upper net plate silk footpath, and is also can upper and lower net sheet silk footpath identical.
The affixed mode of described truss bar and upper and lower longitudinal and transverse reinforcing bar and upper and lower chord member can be welding, and reeling connects any in the steel wire bundle.
The shape of described rack integral body can be in stripe board, rectangular slab, circular slab, oblate plate, regular polygon plate, the irregular polygon plate any.
The utility model has following actively useful effect:
The utility model provides a kind of bar frame of making the composite floor plate special use, is ordered in its upper and lower two outsides by the truss bar of some and is linked to be integral body with longitudinal and transverse reinforcing bar dress bar and constitutes, and its upper and lower surface layer exposes the bending part of truss bar.The mid-heat insulating and sound insulating layer of rack cavity.This rack waters the floor framing that concrete or cementitious material promptly constitute upper and lower surface layer all around, and this structure has realized that from heavy and light, span is big, anticorrosion, flameproof effect good, solved insulation, the sound insulation difficult problem of floor, can be on-the-spot compound, but prefabrication is constructed soon again, and lifting is convenient.
Description of drawings
Fig. 1 is the structural representation of the utility model one embodiment;
The same Fig. 1 of Fig. 2 is the structural representation (the intersection brace of truss bar is a broken section among this figure) of another embodiment;
Accompanying drawing number
1. (reinforcing bar, steel wire) rack integral body
2. truss bar (steel wire truss bar)
201. truss bar bending part
3. horizontal bar (horizontal hair) bar
4. the continuous brace of waveform (diagonal reinforcement, tiltedly steel wire)
5. upper chord (reinforcing bar that winds up, steel wire winds up)
6. lower chord (lower edge reinforcing bar, lower edge steel wire)
7. intersect brace (diagonal reinforcement, tiltedly steel wire)
8. go up steel fabric sheet
9. descend steel fabric sheet
10. insulation layer
Specific embodiment
Please refer to Fig. 1, the utility model is the special reinforced rack of a kind of floor, be arranged at the inner core of floor, it comprises some truss bars 2, each truss bar is for running through the structure of end face and bottom surface with continuous brace, and each truss bar is arranged in order, and its top, the bottom surface is affixed with longitudinal and transverse rib (steel wire bar) is rack integral body 1, be filled with insulation layer 10 in the hollow cavity of this rack, there is the bending part 201 of the truss bar that exceeds insulation layer the top of this rack, bottom surface.
In the embodiment shown in fig. 1, the brace of described truss bar 2 is the continuous brace 4 of waveform, on the top of the continuous brace 4 of this waveform, upper chord 5 and the lower chord 6 that the bottom surface respectively is connected with linearity, each organizes between the upper chord 5 and respectively organizes between the lower chord 6 respectively with horizontal hair 3 affixed and constitute rack integral body 1.
In embodiment illustrated in fig. 2, described truss bar 2 is made of some braces 7 that intersect continuously mutually, each intersects brace top, the affixed respectively some horizontal hairs 3 in bottom surface and constitutes the overall structure of steel fabric sheet 8 and following steel fabric sheet 9, and this upper and lower steel fabric sheet 8,9 respectively is higher than the last end face of insulation layer 10 and bottom surface and is built on stilts shape.
During enforcement, the upper and lower chord member 5 of described truss bar and 6 structure can be monofilament and/or mariages.
Upper and lower steel fabric sheet 8 shown in Figure 2 and 9 steel wire diameter can be unequal, and down the steel wire diameter of steel fabric sheet is coarser than upper net plate silk footpath, and be also can upper and lower net sheet silk footpath identical.
During enforcement, described truss bar 2 can be welding with the affixed mode of upper and lower longitudinal and transverse reinforcing bar (steel wire) 3 and upper and lower chord member 5,6, and reeling connects any in the steel wire bundle.
During enforcement, the shape of described rack integral body 1 can be in stripe board, rectangular slab, circular slab, oblate plate, regular polygon plate, the irregular polygon plate any.
Claims (7)
1. special reinforced rack of floor, be arranged at the inner core of floor, it is characterized in that: it comprises some truss bars, each truss bar is for running through the structure of end face and bottom surface with continuous brace, each truss bar is arranged in order, its top, bottom surface are affixed with longitudinal and transverse rib to be rack integral body, is filled with insulation layer in the hollow cavity of this rack, and there is the bending part of the truss bar that exceeds insulation layer the top of this rack, bottom surface.
2. the special reinforced rack of floor as claimed in claim 1, it is characterized in that: the brace of described truss bar is the continuous brace of waveform, on the top of the continuous brace of this waveform, upper chord and the lower chord that the bottom surface respectively is connected with linearity, each organizes between the upper chord and respectively organizes between the lower chord respectively affixed and constitute rack integral body with horizontal hair.
3. the special reinforced rack of floor as claimed in claim 1, it is characterized in that: described truss bar is made of plurality of continuous intersection brace, each intersects brace top, the affixed respectively some horizontal hairs in bottom surface and constitutes the overall structure of upper and lower steel fabric sheet, and this upper and lower steel fabric sheet respectively is higher than the last end face of insulation layer and bottom surface and is built on stilts shape.
4. the special reinforced rack of floor as claimed in claim 1 is characterized in that: the structure of the upper and lower chord member of described truss bar can be monofilament and/or mariages.
5. the special reinforced rack of floor as claimed in claim 3, it is characterized in that: the steel wire diameter of described upper and lower steel fabric sheet can be unequal, and down the steel wire diameter of steel fabric sheet is coarser than upper net plate silk footpath, and is also can upper and lower net sheet silk footpath identical.
6. the special reinforced rack of floor as claimed in claim 1 is characterized in that: the affixed mode of described truss bar and upper and lower longitudinal and transverse reinforcing bar and upper and lower chord member can be welding, and reeling connects any in the steel wire bundle.
7. the special reinforced rack of floor as claimed in claim 1 is characterized in that: the shape of described rack integral body can be in stripe board, rectangular slab, circular slab, oblate plate, regular polygon plate, the irregular polygon plate any.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01259455 CN2496950Y (en) | 2001-08-27 | 2001-08-27 | Reinforcing mattress frame special for floorslab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01259455 CN2496950Y (en) | 2001-08-27 | 2001-08-27 | Reinforcing mattress frame special for floorslab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2496950Y true CN2496950Y (en) | 2002-06-26 |
Family
ID=33667827
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01259455 Expired - Fee Related CN2496950Y (en) | 2001-08-27 | 2001-08-27 | Reinforcing mattress frame special for floorslab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2496950Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101914966A (en) * | 2010-07-21 | 2010-12-15 | 李林 | Light ribbed floor and light ribbed floor system construction and forming method |
| CN102140850A (en) * | 2011-02-28 | 2011-08-03 | 东北石油大学 | Frame with floors of composite grid structure and construction method thereof |
| CN104314210A (en) * | 2014-10-17 | 2015-01-28 | 李东 | Strengthened frame rock wool board soundproof lightweight floorslab |
| CN104863296A (en) * | 2015-04-03 | 2015-08-26 | 石云锦 | Integrally modular steel bar truss floor plate and construction method thereof |
| CN105155762A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated core pulling hole forming slab |
| CN105155771A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN105155770A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN105155763A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated core pulling hole-forming slab |
| CN105155768A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN105155760A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN112064845A (en) * | 2020-07-17 | 2020-12-11 | 中冶(上海)钢结构科技有限公司 | Built-in steel bar truss of fabricated floor |
-
2001
- 2001-08-27 CN CN 01259455 patent/CN2496950Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101914966A (en) * | 2010-07-21 | 2010-12-15 | 李林 | Light ribbed floor and light ribbed floor system construction and forming method |
| CN102140850A (en) * | 2011-02-28 | 2011-08-03 | 东北石油大学 | Frame with floors of composite grid structure and construction method thereof |
| CN102140850B (en) * | 2011-02-28 | 2012-07-04 | 东北石油大学 | Frame with floors of composite grid structure and construction method thereof |
| CN104314210A (en) * | 2014-10-17 | 2015-01-28 | 李东 | Strengthened frame rock wool board soundproof lightweight floorslab |
| CN104863296A (en) * | 2015-04-03 | 2015-08-26 | 石云锦 | Integrally modular steel bar truss floor plate and construction method thereof |
| CN105155762A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated core pulling hole forming slab |
| CN105155771A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN105155770A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN105155763A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated core pulling hole-forming slab |
| CN105155768A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN105155760A (en) * | 2015-09-30 | 2015-12-16 | 中民筑友有限公司 | Prefabricated hollow slab |
| CN112064845A (en) * | 2020-07-17 | 2020-12-11 | 中冶(上海)钢结构科技有限公司 | Built-in steel bar truss of fabricated floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |