CN202208984U - Light combined floor system - Google Patents
Light combined floor system Download PDFInfo
- Publication number
- CN202208984U CN202208984U CN2011202918950U CN201120291895U CN202208984U CN 202208984 U CN202208984 U CN 202208984U CN 2011202918950 U CN2011202918950 U CN 2011202918950U CN 201120291895 U CN201120291895 U CN 201120291895U CN 202208984 U CN202208984 U CN 202208984U
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- China
- Prior art keywords
- connector
- truss
- floor system
- composite floor
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000002131 composite material Substances 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 239000000758 substrate Substances 0.000 claims description 11
- 238000004804 winding Methods 0.000 claims description 7
- 238000010079 rubber tapping Methods 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 4
- 239000011094 fiberboard Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000021615 conjugation Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004227 thermal cracking Methods 0.000 description 1
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Abstract
The utility model relates to a light composite floor, its characterized in that: the concrete post-cast floor comprises a base consisting of cross trusses, a precast slab is arranged at the upper part of the base, and post-cast layer concrete is laid above the precast slab. Compared with the prior art, the utility model has the advantages of: compared with all the prior floor structures, the floor structure has light dead weight and good overall performance and seismic performance; the field construction workload is less, the construction is convenient, and the construction period is short; the integral fire resistance of the floor system is high, and the floor system is suitable for large span.
Description
Technical field
The utility model relates to a kind of lightweight composite floor system.
Background technology
In the especially many high-level structures of building structure, adopt profiled sheet one ordinary concrete composite floor system, ordinary reinforced concrete girt strip type superstructure or steel concrete intersecting parallels superstructure etc. usually.The post that these building cover structures are difficult to adapt to large bay on the one hand has a negative impact because of the anti-seismic performance of its bigger deadweight to structure apart from requiring on the other hand.In addition, existing building cover structure is the situ wet operation mostly, and the duration also is affected.
The utility model content
The utility model technical problem to be solved be to above-mentioned prior art a kind of existing enough supporting capacitys are provided, again because of lighter weight has good seismic resistance, and easy construction, suitable lightweight composite floor system than large bay.
The utility model solves the problems of the technologies described above the technical scheme that is adopted: this lightweight composite floor system is characterized in that: comprise by the intersection truss and form substrate, the top of this substrate is provided with precast plate, and the top of precast plate is equipped with the last layer concrete.
The steel truss that intersects preferably adopts high intensity thinner tube clod wash galvanized sheet, goes up wherein that lower edge is the cold bending thin wall channel-section steel, web member is a channel bar, and integral body is positioned at the lower floor of superstructure.
Said substrate top is furnished with first connector on the upper chord of truss infall; Be furnished with second connector on the upper chord of said substrate top beyond truss intersects; Said first connector comprises two orthogonal junction plates that are crisscross arranged; Overlook after these two orthogonal being crisscross arranged of junction plate and be " ten " font, two ends of these two junction plates are provided with " U " font cover plate; Said second connector comprises that one has the bending plate of opening, thus " U " font that makes the cross section of said second connector be.
Said precast plate is arranged on the district's lattice that surrounded by said first connector and second connector.
Said last layer concrete directly is cast in said precast plate, said first connector and second connector top.
The last lower chord and the web member of said intersection truss are thin-wall channel; The connection of intersection steel truss adopts engaging lug to connect through tapping screw.
Said precast plate is made by lightweight aggregate armored concrete slab or lightweight aggregate steel concrete fiberboard, and upper surface and side are matsurface; And precast plate is supported on winding up of intersection truss and covers all the formed district of intersection steel truss lattice, is not less than 5cm with the lap length of winding up.
Said last layer concrete adopts the light weight aggregate concrete supporting, disposes the distribution bar of some in the last layer concrete.
Compared with prior art, the advantage of the utility model is:
1, compare with existing all building cover structures, good from heavy and light, overall performance and anti-seismic performance;
2, few, the easy construction of site operation workload, short construction period;
3, because of the lower support truss adopts high-strength galvanized sheet, the anti-fiery ability of the integral body of superstructure is improved.
4, applicable bigger span.
Description of drawings
Fig. 1 is the schematic perspective view of intersection steel truss in the utility model.
Fig. 2 is the perspective view of first connector among the utility model embodiment.
Fig. 3 is the perspective view of second connector among the utility model embodiment.
Fig. 4 lays the superstructure behind first precast plate for the utility model.
Fig. 5 installs the schematic perspective view behind the precast plate for the utility model construction stage.
Fig. 6 builds the concrete schematic perspective view of last layer in the present embodiment embodiment.
The specific embodiment
Embodiment describes in further detail the utility model below in conjunction with accompanying drawing.
The lightweight composite floor system that the utility model provides is formed by intersecting truss 1, precast plate 2 and last layer concrete 5, and through first connector 3, second connector 4 each several part is combined into whole co-operation, referring to Fig. 1,4,5, shown in 6.The truss 1 that wherein intersects is formed the substrate of lightweight composite floor system; Precast plate 2 is supported on winding up of intersection truss 1 and covers all the formed district of intersection steel truss lattice; First connector 3 is arranged in the substrate top on the upper chord of truss infall; Arrange second connector 5 on the upper chord of substrate top beyond truss intersects, said first connector 4 comprises two orthogonal junction plates that are crisscross arranged, and overlooks after these two orthogonal being crisscross arranged of junction plate to be " ten " font; Two ends of these two junction plates are provided with " U " font cover plate, referring to shown in Figure 2; Said second connector 5 comprises that one has the bending plate of opening, thus " U " font that makes the cross section of said second connector be, referring to shown in Figure 3.Last layer concrete 5 directly is cast in said precast plate, said first connector and second connector top.
In the present embodiment, the last lower chord and the web member of intersection truss 1 are thin-wall channel, are positioned at the lower floor of superstructure; The connection of intersection steel truss can adopt engaging lug to pass through the tapping screw connection, but a direction is elongated as far as possible.Steel truss cross dimensions, spacing etc. are confirmed according to the designing requirement of superstructure; Precast plate 2 is made by light weight aggregate concrete, and upper surface and side should be matsurface, with the conjugation of raising with back pouring concrete 5; Precast plate 2 is supported on winding up of intersection truss and covers all the formed district of intersection steel truss lattice, is not less than 5cm with the lap length of winding up; Precast plate 2 can be lightweight aggregate armored concrete slab or lightweight aggregate steel concrete fiberboard, and its thickness should be confirmed according to the spacing of steel truss, and should satisfy the deformation requirements in the work progress; Last layer concrete 5 is the light weight aggregate concrete of building in precast plate and steel truss top, and should guarantee the concrete density in notch place.For prevent to shrink, thermal cracking and from the stressed angle of superstructure, last layer concrete 5 planted agents dispose the distribution bar of some.
The working procedure of the utility model is:
(1) makes steel intersection truss in factory process, and connect first connector 3 and second connector 4 with tapping screw through engaging lug;
(2) at factory process precast plate 2;
(3) the on-the-spot intersection steel truss 1 of installing wherein adopts engaging lug to connect through tapping screw between the steel truss;
(4) behind intersection steel truss 1 installation in position, precast plate 2 is installed;
(5) install precast plate 2 after, lay colligation last layer reinforcing bar and also build last layer concrete 5.
Claims (7)
1. lightweight composite floor system is characterized in that: comprise by intersecting truss and form substrate, the top of this substrate is provided with precast plate, and the top of precast plate is equipped with the last layer concrete.
2. lightweight composite floor system according to claim 1; It is characterized in that: said substrate top is furnished with first connector on the upper chord of truss infall; Be furnished with second connector on the upper chord of said substrate top beyond truss intersects; Said first connector comprises two orthogonal junction plates that are crisscross arranged, and overlooks after these two orthogonal being crisscross arranged of junction plate to be " ten " font, and two ends of these two junction plates are provided with " U " font cover plate; Said second connector comprises that one has the bending plate of opening, thus " U " font that makes the cross section of said second connector be.
3. lightweight composite floor system according to claim 2 is characterized in that: said precast plate is arranged on the district's lattice that surrounded by said first connector and second connector.
4. lightweight composite floor system according to claim 3 is characterized in that: said last layer concrete directly is cast in said precast plate, said first connector and second connector top.
5. lightweight composite floor system according to claim 4 is characterized in that: the last lower chord and the web member of said intersection truss are thin-wall channel; The connection of intersection steel truss adopts engaging lug to connect through tapping screw.
6. lightweight composite floor system according to claim 4 is characterized in that: said precast plate is made by lightweight aggregate armored concrete slab or lightweight aggregate steel concrete fiberboard, and upper surface and side are matsurface; And precast plate is supported on winding up of intersection truss and covers all the formed district of intersection steel truss lattice, is not less than 5cm with the lap length of winding up.
7. lightweight composite floor system according to claim 4 is characterized in that: said last layer concrete adopts the light weight aggregate concrete supporting, disposes the distribution bar of some in the last layer concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202918950U CN202208984U (en) | 2011-08-09 | 2011-08-09 | Light combined floor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202918950U CN202208984U (en) | 2011-08-09 | 2011-08-09 | Light combined floor system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202208984U true CN202208984U (en) | 2012-05-02 |
Family
ID=45988536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202918950U Expired - Fee Related CN202208984U (en) | 2011-08-09 | 2011-08-09 | Light combined floor system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202208984U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760115A (en) * | 2017-03-06 | 2017-05-31 | 宁波大学 | A kind of lightweight assembled composite floor and its construction method |
| CN106836592A (en) * | 2017-03-03 | 2017-06-13 | 重庆大学 | Overlapped hollow floor system after partial precast assembled |
| CN111622403A (en) * | 2020-05-22 | 2020-09-04 | 江苏科技大学 | Cold-formed thin-wall section steel composite floor and modular prefabrication and assembly method thereof |
-
2011
- 2011-08-09 CN CN2011202918950U patent/CN202208984U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836592A (en) * | 2017-03-03 | 2017-06-13 | 重庆大学 | Overlapped hollow floor system after partial precast assembled |
| CN106836592B (en) * | 2017-03-03 | 2020-02-11 | 重庆大学 | Partially prefabricated assembled rear-superposed hollow floor |
| CN106760115A (en) * | 2017-03-06 | 2017-05-31 | 宁波大学 | A kind of lightweight assembled composite floor and its construction method |
| CN106760115B (en) * | 2017-03-06 | 2022-07-05 | 宁波大学 | Light assembled composite floor slab and construction method thereof |
| CN111622403A (en) * | 2020-05-22 | 2020-09-04 | 江苏科技大学 | Cold-formed thin-wall section steel composite floor and modular prefabrication and assembly method thereof |
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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: 20120502 Termination date: 20140809 |
|
| EXPY | Termination of patent right or utility model |