CN205012533U - Steel bar truss building carrier plate - Google Patents
Steel bar truss building carrier plate Download PDFInfo
- Publication number
- CN205012533U CN205012533U CN201520658550.2U CN201520658550U CN205012533U CN 205012533 U CN205012533 U CN 205012533U CN 201520658550 U CN201520658550 U CN 201520658550U CN 205012533 U CN205012533 U CN 205012533U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- template
- support plate
- floor support
- described template
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a steel bar truss building carrier plate, including be located the bottom the template with weld in steel bar truss in the template, steel bar truss is including the spacer bar that is located both sides, the spacer bar is the wave, two the two double -phase friendships on the crest of spacer bar are welded on first strengthening rib the waist welding of spacer bar has the second strengthening rib, first strengthening rib with perpendicular distance between the second strengthening rib is 90mm-120mm, the trough of spacer bar weld in in the template, the template with the spacer bar department of meeting is provided with accepts the sand grip, the both sides of template are provided with the overlap joint structure respectively. The utility model has the advantages of reasonable, the economy of selecting suitable material of atress mode, comprehensive cost is with the obvious advantage.
Description
Technical field
The utility model relates to building component field, particularly relates to a kind of steel bar truss floor support plate be applied in the steel construction built up fast.
Background technology
Along with the development of highrise building, profiled sheet compoboard is day by day promoted and applies.Compared with ordinary reinforced concrete floor, profiled steel sheet combination floor (and floor support plate) possesses following advantage: floor support plate profiled sheet can as the permanent template of cast-in-situ concrete, eliminate the operation such as installation and removal template in construction, thus save time and labour; Can use as operation platform after floor support plate profiled sheet installs, need not temporary support be used, decrease the workload of installing plate muscle; Adopt floor support plate profiled sheet can reduce floorslab concrete consumption, the floor deadweight of minimizing can reduce again the size on beam, post and basis accordingly, improves the overall performance of structure; The flank of floor support plate profiled sheet can place hydroelectric line, thus makes deck and pipeline integrator, indirectly increases floor height or reduces building height, bringing flexibility to architectural design; In the construction stage, the continuously lateral that floor support plate profiled sheet can be used as girder steel supports, and improves the monolithic stability bearing capacity of girder steel; In operational phase, improve the resistance to overturning of girder steel and the local stability of top flange.Several advantage can shorten the engineering time to a large extent above, obtains good economic benefit.
Along with improving constantly of building using function demand, the application of large span, large bay floor gets more and more, and the effect such as rigidity, sound insulation, insulation of floor, cannot reach the requirement needed for engineering.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of steel bar truss floor support plate, have force modes rationally, selection economy, the advantage that comprehensive cost is with the obvious advantage.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is:
A kind of steel bar truss floor support plate is provided, comprises the template being positioned at bottom and the steel bar girder be welded in described template; Described steel bar girder comprises the bearing bar being positioned at both sides, described bearing bar is waveform, described in two framves, the crest of bearing bar intersects between two, be welded on the first reinforcing rib, the second reinforcing rib is welded with at the waist of described bearing bar, vertical distance between described first reinforcing rib and described second reinforcing rib is 90mm ~ 120mm, and the trough of described bearing bar is welded in described template; Described template and described bearing bar joint are provided with undertaking raised line, and the both sides of described template are respectively arranged with bridging arrangement.
In the utility model preferred embodiment, when described template is connected between two by described bridging arrangement, in closure state.
In the utility model preferred embodiment, each described template carries three cover steel bar girders.
In the utility model preferred embodiment, in described template, between every suit steel bar girder, be all provided with some bufferings protruding.
In the utility model preferred embodiment, described template is die mould galvanized steel plain sheet.
In the utility model preferred embodiment, the thickness of described template is 0.8mm ~ 1.2mm.
The beneficial effects of the utility model are: the utility model steel bar truss floor support plate, and force modes is reasonable, selection economy, and comprehensive cost is with the obvious advantage; The height of the utility model adjustable steel bar girder and the diameter of reinforcing bar, to adapt to the larger floor of various span; The utility model arrangement of bar is even, and the distance between the first reinforcing rib and the second reinforcing rib is reasonable, and the two-way stiffness of the floor built thus is close, is conducive to Antiseismic building.
Accompanying drawing explanation
Fig. 1 is the elevation of the utility model one preferred embodiment;
The right view of Fig. 2 Fig. 1;
In accompanying drawing, the mark of each parts is as follows: 1, template, the 2, first reinforcing rib, the 3, second reinforcing rib, and 4, steel bar girder, 5, accept raised line.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
A kind of steel bar truss floor support plate, comprises the template 1 being positioned at bottom and the steel bar girder 4 be welded in described template 1; Described steel bar girder 4 comprises the bearing bar being positioned at both sides, described bearing bar is waveform, described in two framves, the crest of bearing bar intersects between two, be welded on the first reinforcing rib 2, the second reinforcing rib 3 is welded with at the waist of described bearing bar, vertical distance between described first reinforcing rib 2 and described second reinforcing rib 3 is 90mm ~ 120mm, and the trough of described bearing bar is welded in described template 1; Described template 1 is provided with described bearing bar joint and accepts raised line 5, the both sides of described template 1 are respectively arranged with bridging arrangement, when described template 1 is connected between two by described bridging arrangement, in closure state, in described template 1, between every suit steel bar girder 4, be all provided with some bufferings protruding.
Each described template 1 carries three cover steel bar girders 4.
Described template 1 is die mould galvanized steel plain sheet, and the thickness of described template 1 is 0.8mm ~ 1.2mm.
Steel bar truss floor support plate, in the construction stage, by mutual for beneath profiled sheet snapping, to hold concrete, provides strength and stiffness by steel bar girder; In operational phase, steel bar girder is exactly the arrangement of reinforcement of concrete floor, to bear service load.Therefore, it has profiled sheet combination or the fast advantage of the speed of application of non-combined floor, has again cast-in-place integral rigidity large, the advantage that anti-seismic performance is good.Slab thickness 100 ~ 200mm during employing steel bar truss floor support plate, the construction stage is without support span 3 ~ 5m, and traditional composite floor with profiled steel sheet more than thickness 110mm, the construction stage is 2.5 ~ 3.5m without support span.Adopt steel bar truss floor support plate to be obviously better than Bars In Poured Concrete Slab and profiled sheet, maximum nothing supports floor span can accomplish 5.4m.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (6)
1. a steel bar truss floor support plate, is characterized in that, comprises the template being positioned at bottom and the steel bar girder be welded in described template; Described steel bar girder comprises the bearing bar being positioned at both sides, described bearing bar is waveform, described in two framves, the crest of bearing bar intersects between two, be welded on the first reinforcing rib, the second reinforcing rib is welded with at the waist of described bearing bar, vertical distance between described first reinforcing rib and described second reinforcing rib is 90mm ~ 120mm, and the trough of described bearing bar is welded in described template; Described template and described bearing bar joint are provided with undertaking raised line, and the both sides of described template are respectively arranged with bridging arrangement.
2. steel bar truss floor support plate according to claim 1, is characterized in that, when described template is connected between two by described bridging arrangement, in closure state.
3. steel bar truss floor support plate according to claim 1, is characterized in that, each described template carries three cover steel bar girders.
4. steel bar truss floor support plate according to claim 3, is characterized in that, in described template, between every suit steel bar girder, is all provided with some bufferings protruding.
5. steel bar truss floor support plate according to claim 1, is characterized in that, described template is die mould galvanized steel plain sheet.
6. steel bar truss floor support plate according to claim 1, is characterized in that, the thickness of described template is 0.8mm ~ 1.2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520658550.2U CN205012533U (en) | 2015-08-28 | 2015-08-28 | Steel bar truss building carrier plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520658550.2U CN205012533U (en) | 2015-08-28 | 2015-08-28 | Steel bar truss building carrier plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205012533U true CN205012533U (en) | 2016-02-03 |
Family
ID=55211145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520658550.2U Active CN205012533U (en) | 2015-08-28 | 2015-08-28 | Steel bar truss building carrier plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205012533U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133766A (en) * | 2015-08-28 | 2015-12-09 | 风范绿色建筑（常熟）有限公司 | Steel bar truss floor bearing plate |
| CN106836600A (en) * | 2017-01-16 | 2017-06-13 | 枣庄力源电力设计有限公司 | A kind of reinforcing bar composite floor for power transformation engineering |
| CN109853805A (en) * | 2019-01-18 | 2019-06-07 | 盈创新材料(苏州)有限公司 | The production method of 3D printing laminated floor slab, floor and floor |
-
2015
- 2015-08-28 CN CN201520658550.2U patent/CN205012533U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133766A (en) * | 2015-08-28 | 2015-12-09 | 风范绿色建筑（常熟）有限公司 | Steel bar truss floor bearing plate |
| CN106836600A (en) * | 2017-01-16 | 2017-06-13 | 枣庄力源电力设计有限公司 | A kind of reinforcing bar composite floor for power transformation engineering |
| CN109853805A (en) * | 2019-01-18 | 2019-06-07 | 盈创新材料(苏州)有限公司 | The production method of 3D printing laminated floor slab, floor and floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108049633A (en) | A kind of precast concrete concrete frame joint construction method | |
| CN208395636U (en) | A kind of combined steel corrugated web box girder bridge | |
| CN204185755U (en) | A kind of Wavelike steel webplate post-stressed concrete T beam | |
| CN205063126U (en) | Belted steel pipe truss superimposed sheet | |
| CN205012533U (en) | Steel bar truss building carrier plate | |
| CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
| CN103397727A (en) | Connection structure of building steel beam and composite floor slab | |
| CN201943356U (en) | Connection structure of structural steel concrete templates and split bolts | |
| CN202047591U (en) | Reinforcing steel bar truss template | |
| CN201268921Y (en) | Reinforced bar split heads | |
| CN203475665U (en) | Connecting structure of steel beam and composite floor slab of building | |
| CN103397700A (en) | Connection structure of building composite floor slab and steel tube shear wall | |
| CN205276628U (en) | Combination system of superimposed sheet bottom plate truss | |
| CN103046743B (en) | A kind of Super High conversion layer steel reinforced concrete crossbeam suspension type form bracing system and construction method | |
| CN109853873A (en) | Overlap concrete bidirectional stress insulation roof slab | |
| CN201972417U (en) | Lightweight wood structure roof system | |
| CN202369931U (en) | Arch ring bracket | |
| CN211396202U (en) | Prefabricated floor of assembled | |
| CN103046664A (en) | Energy-saving wall with connecting keys and recycled concrete wall panels holding insulation block masonry, and manufacturing method of energy-saving wall | |
| CN202500249U (en) | Profiled steel sheet composite floor | |
| CN203475609U (en) | Connecting structure of composite floor slab and steel tube shear wall of building | |
| CN205591579U (en) | Adopt girder steel to consolidate aerated concrete roof boarding structure | |
| CN101514573B (en) | Floor support plate | |
| CN203200982U (en) | Steel bar truss buckling hanging type floor support plate | |
| CN109518861A (en) | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |