CN202731104U - Novel reinforcing mesh sheet support structure - Google Patents
Novel reinforcing mesh sheet support structure Download PDFInfo
- Publication number
- CN202731104U CN202731104U CN 201220354162 CN201220354162U CN202731104U CN 202731104 U CN202731104 U CN 202731104U CN 201220354162 CN201220354162 CN 201220354162 CN 201220354162 U CN201220354162 U CN 201220354162U CN 202731104 U CN202731104 U CN 202731104U
- Authority
- CN
- China
- Prior art keywords
- mesh sheet
- reinforcing mesh
- bar
- vertical rod
- support structure
- 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 - Lifetime
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses a novel reinforcing mesh sheet supporting structure which comprises an upper layer reinforcing mesh sheet and a lower layer reinforcing mesh sheet. A support frame formed by a vertical rod and a horizontal rod is arranged between the upper layer reinforcing mesh sheet and the lower layer reinforcing mesh sheet. The upper layer reinforcing mesh sheet is positioned on the support frame. The novel reinforcing mesh sheet support structure has the advantages of being good in strength, stiffness and stability, and safe and reliable. The adoption of the novel reinforcing mesh sheet support structure in construction enables construction to be convenient, and a construction period is saved.
Description
Technical field
The utility model relates to a kind of new reinforcing steel bar net sheet braced structures.
Background technology
In building engineering construction, especially in Foundation Design raft plate, cushion cap, the large section bar shaped foundation construction, its top mat sheet scale of construction is larger, and has larger vertical height with the lower floor reinforcing bar; In engineering practice, common job practices is to make " split heads " with diameter steel bar to form colligation or welded framework, and the method steel using amount is larger, causes the wasting of resources, and rigidity is less unstable.Highrise building is more and more in recent years, its box foundation base plate thickness is much more than 1.5 ~ 2 meters, its upper reinforcement net sheet, if support with the diameter steel bar split heads, uneconomical when amount of reinforcement is large, consumption does not satisfy the demands when few, security incident occurs again and again, reason mostly is greatly the support unstability, causes the reinforced mesh total collapse, causes human casualty accident and property loss; As do over again and reform, affect again the duration, time-consuming, cause the wasting of resources.
The utility model content
The purpose of this utility model provides a kind of good stability, safe and reliable new reinforcing steel bar net sheet braced structures.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of new reinforcing steel bar net sheet braced structures comprises up and down two-layer reinforced mesh, is provided with up and down the bracing frame that is comprised of vertical rod and horizon bar between the two-layer reinforced mesh, and the top mat sheet places on the bracing frame.
Described horizon bar comprises transverse bar and longitudinal rod, and horizon bar is connected by fastener with vertical rod.
Described vertical rod and horizon bar are steel pipe, and steel duct is filled with the Behavior of Hardened Cement Paste slurry.
The utility model has the advantages that: 1. adopt steel pipe to do support, intensity, rigidity and good stability, safe and reliable; 2. can saving steel; 3. adopt fastener to connect, construct convenient, the saving duration; 4. structural change is flexible, and size Control is cheap, can not cause the main body reinforcement displacement; 5. utilize the solid steel pipe of Behavior of Hardened Cement Paste, improved the stability of intensity, rigidity and the support body of steel pipe, and eliminate the steel duct cavity, be conducive to the member waterproof.
Description of drawings
Fig. 1 is the utility model structural representation.
The specific embodiment
As shown in Figure 1, a kind of new reinforcing steel bar net sheet braced structures, comprise up and down two-layer reinforced mesh 1, be provided with up and down the bracing frame that is formed by vertical rod 2 and horizon bar between the two-layer reinforced mesh 1, top mat sheet 1 places on the bracing frame, horizon bar comprises transverse bar 5 and longitudinal rod 4, and horizon bar is connected by fastener 3 with vertical rod 2.Vertical rod 2 and horizon bar are steel pipe, and steel duct is filled with the Behavior of Hardened Cement Paste slurry, have improved the stability of intensity, rigidity and the support body of steel pipe, can also eliminate the steel duct cavity, are conducive to the member waterproof; Diagonal brace (belong to prior art, do not show among the figure) can be set as required in order to increase bracing frame intensity between transverse bar 5 and the longitudinal rod 4.
In the utility model, can build the design of coupler scaffold braced structures by steel pipe and fastener 3 according to the height between the two-layer reinforced mesh 1 up and down, substitute split heads in order to bearing bar net sheet, need not weld, easy construction, good stability, safe and reliable.
Claims (3)
1. a new reinforcing steel bar net sheet braced structures comprises up and down two-layer reinforced mesh, it is characterized in that, be provided with up and down the bracing frame that is comprised of vertical rod and horizon bar between the two-layer reinforced mesh, the top mat sheet places on the bracing frame.
2. new reinforcing steel bar net sheet braced structures as claimed in claim 1 is characterized in that, described horizon bar comprises transverse bar and longitudinal rod, and horizon bar is connected by fastener with vertical rod.
3. new reinforcing steel bar net sheet braced structures as claimed in claim 1 or 2 is characterized in that, described vertical rod and horizon bar are steel pipe, and steel duct is filled with the Behavior of Hardened Cement Paste slurry.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220354162 CN202731104U (en) | 2012-07-20 | 2012-07-20 | Novel reinforcing mesh sheet support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220354162 CN202731104U (en) | 2012-07-20 | 2012-07-20 | Novel reinforcing mesh sheet support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202731104U true CN202731104U (en) | 2013-02-13 |
Family
ID=47656817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220354162 Expired - Lifetime CN202731104U (en) | 2012-07-20 | 2012-07-20 | Novel reinforcing mesh sheet support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202731104U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104314095A (en) * | 2014-10-17 | 2015-01-28 | 中铁八局集团建筑工程有限公司 | Profile steel buttress for constructing super thick rafts, valve plate and construction method thereof |
| CN107542227A (en) * | 2016-06-24 | 2018-01-05 | 中国二十冶集团有限公司 | Second coagulation soil layer reinforced mesh guard method |
| CN110820752A (en) * | 2019-11-05 | 2020-02-21 | 中铁二十二局集团轨道工程有限公司 | Bottom plate steel bar system and shield well foundation pit main structure construction method comprising same |
| CN113006116A (en) * | 2021-02-25 | 2021-06-22 | 浙江宝盛建设集团有限公司 | Raft plate steel bar support device |
| CN115478553A (en) * | 2022-09-23 | 2022-12-16 | 中国五冶集团有限公司 | Raft plate pours shaping and uses support frame |
-
2012
- 2012-07-20 CN CN 201220354162 patent/CN202731104U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104314095A (en) * | 2014-10-17 | 2015-01-28 | 中铁八局集团建筑工程有限公司 | Profile steel buttress for constructing super thick rafts, valve plate and construction method thereof |
| CN104314095B (en) * | 2014-10-17 | 2016-07-13 | 中铁八局集团建筑工程有限公司 | A kind of shaped steel buttress for the construction of super thick raft plate and valve plate and construction method |
| CN107542227A (en) * | 2016-06-24 | 2018-01-05 | 中国二十冶集团有限公司 | Second coagulation soil layer reinforced mesh guard method |
| CN110820752A (en) * | 2019-11-05 | 2020-02-21 | 中铁二十二局集团轨道工程有限公司 | Bottom plate steel bar system and shield well foundation pit main structure construction method comprising same |
| CN113006116A (en) * | 2021-02-25 | 2021-06-22 | 浙江宝盛建设集团有限公司 | Raft plate steel bar support device |
| CN113006116B (en) * | 2021-02-25 | 2022-09-13 | 浙江宝盛建设集团有限公司 | Raft plate steel bar support device |
| CN115478553A (en) * | 2022-09-23 | 2022-12-16 | 中国五冶集团有限公司 | Raft plate pours shaping and uses support frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202731104U (en) | Novel reinforcing mesh sheet support structure | |
| CN103104092B (en) | Support composite structure of beam and slab | |
| CN203452227U (en) | Combined shear wall | |
| CN203201140U (en) | Beam slab support | |
| CN204825914U (en) | A reinforced concrete roof beam and fish belly sill combined supporting structure for complicated plane foundation ditch | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN201232353Y (en) | High pier lifting type turnover formwork platform hanger | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN201190408Y (en) | Tool type exterior scaffolding of section steel fastening tube | |
| CN203361183U (en) | Power transmission tower foundation | |
| CN103669566B (en) | The construction method of the steel reinforced concrete pedestal on large span grid roof | |
| CN101525918A (en) | Method for making winged steel tube-concrete composite beam | |
| CN201614739U (en) | Template bracket for roofing oblique beam | |
| CN201915614U (en) | Integral electric climbing frame suitable for shear wall structure | |
| CN204781435U (en) | Novel shear wall structure | |
| CN203846778U (en) | Rear supporting structure of cantilever beam | |
| CN203961239U (en) | High-altitude overhanging awning construction operation platform | |
| CN203257075U (en) | Core tube inner lifting type multifunctional operating platform for high-rise building construction | |
| CN201567802U (en) | Horizontal structural template supporting system in hoistway | |
| CN201420400Y (en) | Supporting structure of towering reticulated shell structure | |
| CN202925891U (en) | Support structure of high truss self-bearing pattern plate | |
| CN204510768U (en) | A kind of without support operation frame | |
| CN202023363U (en) | High-rise wall-attached climbing formwork for building operations | |
| CN201439634U (en) | Reinforcing steel bar and steel tube combination truss support system | |
| CN219491486U (en) | Bearing beam structure is built in room |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 475000 No.36, songmenguan street, Kaifeng City, Henan Province Patentee after: Henan Sijian Group Co.,Ltd. Address before: 475002 No.36, songmenguan street, Kaifeng City, Henan Province Patentee before: HENAN THE NO.4 CONSTRUCTION JOINT-STOCK Corp. |
|
| CP03 | Change of name, title or address | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130213 |
|
| CX01 | Expiry of patent term |