CN204418510U - Floor support plate steel bar girder structure - Google Patents
Floor support plate steel bar girder structure Download PDFInfo
- Publication number
- CN204418510U CN204418510U CN201420841115.9U CN201420841115U CN204418510U CN 204418510 U CN204418510 U CN 204418510U CN 201420841115 U CN201420841115 U CN 201420841115U CN 204418510 U CN204418510 U CN 204418510U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- support plate
- floor support
- bar
- steel bar
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 34
- 239000010959 steel Substances 0.000 title claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 45
- 230000002787 reinforcement Effects 0.000 claims abstract description 32
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000005491 wire drawing Methods 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims abstract description 5
- 239000000203 mixture Substances 0.000 claims abstract description 4
- 238000004804 winding Methods 0.000 claims abstract description 3
- 238000005520 cutting process Methods 0.000 claims description 5
- 239000011178 precast concrete Substances 0.000 abstract description 5
- 238000004458 analytical method Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a kind of floor support plate steel bar girder structure, and this structure comprises floor support plate, web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, bearing vertical reinforcement and bearing horizontal reinforcement; Bearing vertical reinforcement forms bearing together with being vertically connected on bearing horizontal reinforcement, is symmetricly set on the two ends of steel bar girder; By the bar connecting that winds up between bearing vertical reinforcement top, by two lower edge bar connecting between bearing horizontal reinforcement; Web member reinforcing bar is by the round-formed trussed construction of wire drawing dish, and with reinforcing bar and the lower edge bar connecting of winding up, above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate respectively, form floor support plate steel bar girder structure.Its simplicity of design, Stability Analysis of Structures, easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
Description
Technical field
The utility model belongs to building structure field, relates to a kind of floor support plate steel bar girder structure, is widely used in the prefabricated panel of sectionalized house building.
Background technology
In building construction process, adopt the form of construction work of conventional on-site concreting, easily cause the shortcomings such as labour demand is large, building construction cost is high, the construction period is long.In recent years, answered national policy to require and building Green Development demand, defined the architectural mode of sectionalized house gradually, the concrete panel namely needed for the prefabricated assembled house of factory floor, and be transported to job site and carry out lifting installation.In order to improve the intensity of precast concrete panel, the utility model provides a kind of floor support plate steel bar girder structure, its simplicity of design, Stability Analysis of Structures, and easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
Utility model content
The utility model object is to provide a kind of floor support plate steel bar girder structure, simplicity of design, Stability Analysis of Structures, and easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
The technical scheme that the utility model adopts is: a kind of floor support plate steel bar girder structure, and this structure comprises floor support plate, web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, bearing vertical reinforcement and bearing horizontal reinforcement; Bearing vertical reinforcement forms bearing together with being vertically connected on bearing horizontal reinforcement, is symmetricly set on the two ends of steel bar girder; By the bar connecting that winds up between bearing vertical reinforcement top, by two lower edge bar connecting between bearing horizontal reinforcement; Web member reinforcing bar is by the round-formed trussed construction of wire drawing dish, and with reinforcing bar and the lower edge bar connecting of winding up, above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate respectively, form floor support plate steel bar girder structure.
Described web member reinforcing bar, carries out wire drawing dish by φ 6 reinforcing bar round-formed.
Described wind up reinforcing bar and lower edge reinforcing bar, prepared by the cutting of φ 8 reinforcing bar.
Described bearing vertical reinforcement and bearing horizontal reinforcement, prepared by the cutting of φ 10 reinforcing bar.
The beneficial effects of the utility model are: the floor support plate steel bar girder structure that the utility model provides, simplicity of design, Stability Analysis of Structures, and easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
Accompanying drawing explanation
Fig. 1 is floor support plate steel bar girder structural representation, and Fig. 2 is steel bar girder schematic diagram.
Reference numeral: 1, floor support plate; 2, web member reinforcing bar; 3, wind up reinforcing bar; 4, lower edge reinforcing bar; 5, bearing vertical reinforcement; 6, bearing horizontal reinforcement.
Detailed description of the invention
As depicted in figs. 1 and 2, floor support plate steel bar girder structural representation, comprises floor support plate (1), web member reinforcing bar (2), the reinforcing bar that winds up (3), lower edge reinforcing bar (4), bearing vertical reinforcement (5) and bearing horizontal reinforcement (6); Bearing vertical reinforcement (5) forms bearing together with being vertically connected on bearing horizontal reinforcement (6), is symmetricly set on the two ends of steel bar girder; Connected by the reinforcing bar that winds up (3) between bearing vertical reinforcement (5) top, connected by two lower edge reinforcing bars (4) between bearing horizontal reinforcement (6); Web member reinforcing bar (2), by the round-formed trussed construction of wire drawing dish, is connected with the reinforcing bar that winds up (3) and lower edge reinforcing bar (4), and above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate (1) respectively, form floor support plate steel bar girder structure.
When Workshop Production, first web member reinforcing bar (2), the reinforcing bar that winds up (3), lower edge reinforcing bar (4), bearing vertical reinforcement (5) and bearing horizontal reinforcement (6) are obtained by operations such as wire drawing dish circle, cuttings, then linked together by resistance welding according to design drawing, form steel bar girder; Three groups of steel bar girders are welded together with floor support plate (1) respectively, form floor support plate steel bar girder structure.
The utility model is not limited to above-mentioned embodiment, and anyone can draw other various forms of products under enlightenment of the present utility model.All equalizations done according to the utility model claim change and modify, and all should belong to covering scope of the present utility model.
Claims (4)
1. a floor support plate steel bar girder structure, is characterized in that, this structure comprises floor support plate, web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, bearing vertical reinforcement and bearing horizontal reinforcement; Bearing vertical reinforcement forms bearing together with being vertically connected on bearing horizontal reinforcement, is symmetricly set on the two ends of steel bar girder; By the bar connecting that winds up between bearing vertical reinforcement top, by two lower edge bar connecting between bearing horizontal reinforcement; Web member reinforcing bar is by the round-formed trussed construction of wire drawing dish, and with reinforcing bar and the lower edge bar connecting of winding up, above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate respectively, form floor support plate steel bar girder structure.
2. floor support plate steel bar girder structure according to claim 1, is characterized in that, described web member reinforcing bar, carries out wire drawing dish round-formed by φ 6 reinforcing bar.
3. floor support plate steel bar girder structure according to claim 1, is characterized in that, described wind up reinforcing bar and lower edge reinforcing bar, is prepared by the cutting of φ 8 reinforcing bar.
4. floor support plate steel bar girder structure according to claim 1, is characterized in that, described bearing vertical reinforcement and bearing horizontal reinforcement, is prepared by the cutting of φ 10 reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420841115.9U CN204418510U (en) | 2014-12-27 | 2014-12-27 | Floor support plate steel bar girder structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420841115.9U CN204418510U (en) | 2014-12-27 | 2014-12-27 | Floor support plate steel bar girder structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204418510U true CN204418510U (en) | 2015-06-24 |
Family
ID=53468894
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420841115.9U Expired - Fee Related CN204418510U (en) | 2014-12-27 | 2014-12-27 | Floor support plate steel bar girder structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204418510U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929291A (en) * | 2015-07-15 | 2015-09-23 | 长沙怡景建材科技有限公司 | Magnesium oxysulfate steel bar truss board and manufacturing method thereof |
| CN106567488A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Steel bar truss floor deck |
| CN109518861A (en) * | 2018-12-06 | 2019-03-26 | 唐山市力铭金属制品有限公司 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
| CN116791819A (en) * | 2023-07-18 | 2023-09-22 | 浙江智造装配式建筑科技有限公司 | Double-web-member footing plane steel bar truss and floor support plate comprising same |
-
2014
- 2014-12-27 CN CN201420841115.9U patent/CN204418510U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929291A (en) * | 2015-07-15 | 2015-09-23 | 长沙怡景建材科技有限公司 | Magnesium oxysulfate steel bar truss board and manufacturing method thereof |
| CN104929291B (en) * | 2015-07-15 | 2017-10-24 | 长沙怡景建材科技有限公司 | A kind of magnesium oxysulfide steel bar girder plate |
| CN106567488A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Steel bar truss floor deck |
| CN109518861A (en) * | 2018-12-06 | 2019-03-26 | 唐山市力铭金属制品有限公司 | A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall |
| CN116791819A (en) * | 2023-07-18 | 2023-09-22 | 浙江智造装配式建筑科技有限公司 | Double-web-member footing plane steel bar truss and floor support plate comprising same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204876059U (en) | Prefabricated assembled shaped steel concrete frame structure system | |
| CN201972269U (en) | Prefabricated reinforcing steel bar concrete shear wall | |
| CN203866966U (en) | Novel assembly type frame core tube steel structure residential housing system | |
| CN204040464U (en) | A kind of slab form supporting construction | |
| CN204418510U (en) | Floor support plate steel bar girder structure | |
| CN204163196U (en) | A kind of embedded concrete-filled steel square tubular column in T-steel top flange and steel beam connecting joint | |
| CN206903022U (en) | A kind of steel bar truss floor support plate | |
| CN204098313U (en) | Two-way mixing cross wise reinforcement truss self-supporting hollowcore slab | |
| CN102888894B (en) | Structure and construction method for steel frame building with inner cylinder, outer frame and shape like Chinese character 'hui' | |
| CN204456110U (en) | A kind of anchor jacked pile seals pilework fast | |
| CN205134547U (en) | Assembled roof beam shear connector | |
| CN201972417U (en) | Lightweight wood structure roof system | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN206616765U (en) | Large span is without depending on huge bandy truss pull bar | |
| CN203462587U (en) | Penetration steel bar type joint of angle steel connection type rectangular concrete-filled steel tube column and steel beam | |
| CN204919932U (en) | Assemble integral non -reinforced concrete ribbed floor | |
| CN204081182U (en) | A kind of two-way mixing cross wise reinforcement truss self-supporting floor support plate | |
| CN104060757B (en) | Precast concrete frame supports shear wall wallboard | |
| CN203846660U (en) | Prefabricated assembled type open-web net rack for reinforced concrete | |
| CN203701386U (en) | Steel-structure floor slab group | |
| CN202850041U (en) | Reinforcing steel support for colligation of large-scale raft plate and ribbed beam base reinforcing steel | |
| CN203213137U (en) | Steel raft foundation for installing steel structure roof | |
| CN204282824U (en) | Prefabricated setting prop rises beam composite frame structure | |
| CN204960324U (en) | Suspension type floor formwork support device | |
| CN101775876A (en) | Spacial steel roof truss |
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: 20150624 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |