CN207211464U - A kind of new reinforcing steel bar truss plate - Google Patents
A kind of new reinforcing steel bar truss plate Download PDFInfo
- Publication number
- CN207211464U CN207211464U CN201721033632.3U CN201721033632U CN207211464U CN 207211464 U CN207211464 U CN 207211464U CN 201721033632 U CN201721033632 U CN 201721033632U CN 207211464 U CN207211464 U CN 207211464U
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- bar
- reinforcing bar
- steel bar
- reinforcing
- girder
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Abstract
It the utility model is related to building materials field, more particularly to a kind of new reinforcing steel bar truss plate, including bed die and steel bar girder, multiple steel bar girders side by side longitudinal measure on bed die, steel bar girder section is triangular in shape, top is the reinforcing bar that winds up, bottom is two parallel lower edge reinforcing bars, welded between lower edge reinforcing bar by bearing horizontal reinforcement, wind up between reinforcing bar and bearing horizontal reinforcement by bearing vertical reinforced-bar-welding, it is web member reinforcing bar winding up between reinforcing bar and lower edge reinforcing bar, web member reinforcing bar is the triangle continuous structure that the thinner reinforcing bar bending of diameter is in, triangle continuous structure top break is welded on the reinforcing bar that winds up, triangle continuous structure bottom break is used as steel bar girder feet after shaping, the utility model saves the time, improve efficiency of construction；Intensity is high, reduces slab thickness, and interior net storey height degree increases in the case of same floor height；Mechanization streamline is processed, and production efficiency is high, and standard is unified, improves the construction quality of floor；It is rational in infrastructure, stability, rotproofness, fire line height.
Description
Technical field
Building materials field is the utility model is related to, more particularly to a kind of new reinforcing steel bar truss plate.
Background technology
Current multi-rise building uses reinforced concrete structure more, general first casting concrete floor support plate, is then building
Setting weighing structure is built, wherein in casting concrete floor support plate, it is necessary to first according to design structure, by underfloor binding reinforcing bars,
Then could casting concrete, due to steel building and the bad control of thickness of concrete cover, cause ground level to exist not
It is flat, and wiretie is bothersome laborious, and cost of labor is higher.
The content of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of modularization, standardization are integrally formed new
Steel bar truss plate.
Scheme of the present utility model is as follows：
A kind of new reinforcing steel bar truss plate, including bed die and steel bar girder, multiple steel bar girders side by side longitudinal measure in bed die
On, steel bar girder section is triangular in shape, and to wind up reinforcing bar, bottom is two parallel lower edge reinforcing bars at top, between lower edge reinforcing bar
Welded, winded up by bearing vertical reinforced-bar-welding between reinforcing bar and bearing horizontal reinforcement, in the steel that winds up by bearing horizontal reinforcement
It is web member reinforcing bar between muscle and lower edge reinforcing bar, web member reinforcing bar is the triangle continuous structure that the thinner reinforcing bar bending of diameter is in, three
Angular continuous structure top break is welded on the reinforcing bar that winds up, and triangle continuous structure bottom break is used as steel bar girder after shaping
Feet, steel bar girder feet are welded and fixed with bed die rib, and every 2 of bed die rib is a pair, and width is less than steel bar girder feet,
Web member reinforcing bar is two symmetrical, and bed die or so side is arc-shaped curvature portion, and both match fastening.
Described steel bar girder is streamline one-shot forming.
Described bearing vertical reinforcement vertical extension crosses bearing transverse steel.
Each bar diameter of described steel bar girder needs to adjust thickness according to truss length and thickness.
Production process is sketched：
Use forming machine screwing steel bars truss first, web member reinforcing bar after bar folder with upper lower edge reinforcing bar, bearing horizontal reinforcement
With bearing vertical reinforced-bar-welding, as a whole skeleton, then according to steel bar girder bed die width, side by side by multiple steel bar girders
It is placed in above, is then fixed on through automatic welder spot welding on bed die.
During construction, directly steel bar girder plate is laid on girder steel, one piece one piece is stitched together, and side wall buckle is fixed,
Simple reinforced bar engineering is carried out, then coagulation degree is cast, and floor slab construction efficiency greatly improves.
The beneficial effects of the utility model：
1. steel bar girder one-shot forming, reducing late-binding workload 60-70%, saving the time, efficiency of construction is improved；
2. intensity is high, slab thickness is reduced, interior net storey height degree increases in the case of same floor height；
3. mechanization streamline is processed, production efficiency is high, steady quality, and standard is unified, improves the construction quality of floor；
4. rational in infrastructure, stability, rotproofness, fire line are high.
Brief description of the drawings
Fig. 1 is the utility model new reinforcing steel bar truss plate schematic cross-section.
Fig. 2 is the utility model new reinforcing steel bar truss plate side schematic view.
Fig. 3 is the utility model new reinforcing steel bar truss plate schematic perspective view.
Fig. 4 is that the utility model new reinforcing steel bar truss plate splices schematic diagram.
Wherein, mark 1 is web member reinforcing bar in figure, and 2 be the reinforcing bar that winds up, and 3 be bearing vertical reinforcement, and 4 be lower edge reinforcing bar, and 5 are
Truss feet, 6 be bearing horizontal reinforcement, and 7 be bed die, and 8 be bed die rib, and 9 be that arc is linked up with, and 10 be arc convex.
Embodiment
Embodiment one：Referring to Fig. 1 to 4, a kind of new reinforcing steel bar truss plate, including bed die and steel bar girder, multiple reinforcing bar purlins
For longitudinal measure on bed die, steel bar girder section is triangular in shape side by side for frame, and top is the reinforcing bar that winds up, and bottom is under two parallel
String reinforcing bar, welded by bearing horizontal reinforcement between lower edge reinforcing bar, wind up and erected between reinforcing bar and bearing horizontal reinforcement by bearing
It is web member reinforcing bar winding up between reinforcing bar and lower edge reinforcing bar to reinforcement welding, web member reinforcing bar is that the thinner reinforcing bar bending of diameter is in
Triangle continuous structure, triangle continuous structure top break is welded on the reinforcing bar that winds up, triangle continuous structure bottom break
Steel bar girder feet is used as after shaping, steel bar girder feet is welded and fixed with bed die rib, and every 2 of bed die rib is a pair,
Width is less than steel bar girder feet, and web member reinforcing bar is two symmetrical, and bed die or so side is arc-shaped curvature portion, and both match button
Close.
Described steel bar girder is streamline one-shot forming.
Described bearing vertical reinforcement vertical extension crosses bearing transverse steel.
Each bar diameter of described steel bar girder needs to adjust thickness according to truss length and thickness.
Production process is sketched：
Use forming machine screwing steel bars truss first, web member reinforcing bar after bar folder with upper lower edge reinforcing bar, bearing horizontal reinforcement
With bearing vertical reinforced-bar-welding, as a whole skeleton, then according to steel bar girder bed die width, side by side by multiple steel bar girders
It is placed in above, is then fixed on through automatic welder spot welding on bed die.
During construction, directly by steel bar girder plate one piece, one piece is stitched together, and side wall buckle is fixed, and then coagulation degree pours
Casting, efficiency of construction greatly improve.
Claims (4)
1. a kind of new reinforcing steel bar truss plate, including bed die and steel bar girder, it is characterised in that：Multiple steel bar girders longitudinally weld side by side
It is connected on bed die, steel bar girder section is triangular in shape, and top is winds up reinforcing bar, and bottom is two parallel lower edge reinforcing bars, lower edge
Welded, winded up between reinforcing bar and bearing horizontal reinforcement by bearing vertical reinforced-bar-welding by bearing horizontal reinforcement between reinforcing bar,
It is web member reinforcing bar winding up between reinforcing bar and lower edge reinforcing bar, web member reinforcing bar is that the triangle that the thinner reinforcing bar bending of diameter is in is continuous
Structure, triangle continuous structure top break are welded on the reinforcing bar that winds up, the conduct after shaping of triangle continuous structure bottom break
Steel bar girder feet, steel bar girder feet are welded and fixed with bed die rib, and every 2 of bed die rib is a pair, and width is less than reinforcing bar
Truss feet, web member reinforcing bar are two symmetrical, and bed die or so side is arc-shaped curvature portion, and both match fastening.
2. new reinforcing steel bar truss plate according to claim 1, it is characterised in that：Described steel bar girder be streamline once
Shaping.
3. new reinforcing steel bar truss plate according to claim 1, it is characterised in that：Described bearing vertical reinforcement vertical extension
Cross bearing transverse steel.
4. new reinforcing steel bar truss plate according to claim 1, it is characterised in that：Each bar diameter root of described steel bar girder
Need to adjust thickness according to truss length and thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721033632.3U CN207211464U (en) | 2017-08-17 | 2017-08-17 | A kind of new reinforcing steel bar truss plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721033632.3U CN207211464U (en) | 2017-08-17 | 2017-08-17 | A kind of new reinforcing steel bar truss plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207211464U true CN207211464U (en) | 2018-04-10 |
Family
ID=61815423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721033632.3U Expired - Fee Related CN207211464U (en) | 2017-08-17 | 2017-08-17 | A kind of new reinforcing steel bar truss plate |
Country Status (1)
| Country | Link |
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| CN (1) | CN207211464U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643558A (en) * | 2018-06-12 | 2018-10-12 | 刘静锋 | The type steel bar truss floor support plate and construction method of the detachable end template of welded type |
| CN108979001A (en) * | 2018-07-24 | 2018-12-11 | 昆山市信诺达精密模具有限公司 | A kind of steady type longitudinal bracing reinforcing bar system |
| CN110258927A (en) * | 2019-06-05 | 2019-09-20 | 浙江绿筑集成科技有限公司 | A kind of production method of orthogonal bar frame superimposed sheet |
| CN110424605A (en) * | 2019-07-03 | 2019-11-08 | 云南联固建筑材料有限公司 | A kind of steel bar girder composite floor |
| CN110629918A (en) * | 2019-07-19 | 2019-12-31 | 宁波优造建筑科技有限公司 | Interval type prestressing force dysmorphism grooved plate combination floor |
| CN111139961A (en) * | 2020-01-18 | 2020-05-12 | 高慧静 | Prefabricated composite floor part of assembled |
| CN112922209A (en) * | 2021-03-30 | 2021-06-08 | 中建市政工程有限公司 | Steel bar truss floor support plate component and floor support plate structure with same |
| CN115288348A (en) * | 2022-09-13 | 2022-11-04 | 山东德利森绿能建材科技有限公司 | Bottom die of steel bar truss and preparation method of bottom die |
-
2017
- 2017-08-17 CN CN201721033632.3U patent/CN207211464U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643558A (en) * | 2018-06-12 | 2018-10-12 | 刘静锋 | The type steel bar truss floor support plate and construction method of the detachable end template of welded type |
| CN108979001A (en) * | 2018-07-24 | 2018-12-11 | 昆山市信诺达精密模具有限公司 | A kind of steady type longitudinal bracing reinforcing bar system |
| CN110258927A (en) * | 2019-06-05 | 2019-09-20 | 浙江绿筑集成科技有限公司 | A kind of production method of orthogonal bar frame superimposed sheet |
| CN110424605A (en) * | 2019-07-03 | 2019-11-08 | 云南联固建筑材料有限公司 | A kind of steel bar girder composite floor |
| CN110629918A (en) * | 2019-07-19 | 2019-12-31 | 宁波优造建筑科技有限公司 | Interval type prestressing force dysmorphism grooved plate combination floor |
| CN111139961A (en) * | 2020-01-18 | 2020-05-12 | 高慧静 | Prefabricated composite floor part of assembled |
| CN112922209A (en) * | 2021-03-30 | 2021-06-08 | 中建市政工程有限公司 | Steel bar truss floor support plate component and floor support plate structure with same |
| CN115288348A (en) * | 2022-09-13 | 2022-11-04 | 山东德利森绿能建材科技有限公司 | Bottom die of steel bar truss and preparation method of bottom die |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Guan Zhuang Cun 461500 Henan province Xuchang City Mayor Ge Shang Qiao Zhen (Weiwu Road, South West) Patentee after: Baorunda New Material Co.,Ltd. Address before: Guan Zhuang Cun 461500 Henan province Xuchang City Mayor Ge Shang Qiao Zhen (Weiwu Road, South West) Patentee before: B.R.D NEW MATERIALS Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180410 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |