CN203213599U - Bulky concrete form reinforced structure - Google Patents
Bulky concrete form reinforced structure Download PDFInfo
- Publication number
- CN203213599U CN203213599U CN 201220742999 CN201220742999U CN203213599U CN 203213599 U CN203213599 U CN 203213599U CN 201220742999 CN201220742999 CN 201220742999 CN 201220742999 U CN201220742999 U CN 201220742999U CN 203213599 U CN203213599 U CN 203213599U
- Authority
- CN
- China
- Prior art keywords
- utility
- model
- bulky concrete
- construction
- reinforced 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 - Fee Related
Links
- 238000010276 construction Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000009415 formwork Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 210000003205 muscle Anatomy 0.000 abstract 1
- 230000007306 turnover Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model relates to a bulky concrete template reinforced structure links to each other with bulky concrete atress muscle with diameter 12 mm's second grade reinforcing bar, utilizes the frictional resistance that the intensity of final set concrete produced to the twisted steel to come the drawknot exterior sheathing. The utility model discloses a template reinforcement is convenient, and construction speed is fast, is fit for the construction of spacious area bulky concrete, and construction process is simple, practices thrift manual work, turnover material, and economic benefits is good.
Description
Technical field
The utility model relates to a kind of building form ruggedized construction, is specifically related to a kind of large-volume concrete formwork ruggedized construction.
Background technology
For the supporting of template, sometimes the job site does not have firm fixed support point, and conventional erection method, speed is slow, the construction cost height.
Summary of the invention
The purpose of this utility model is the defective that exists at above-mentioned prior art, and a kind of large-volume concrete formwork ruggedized construction is provided.
The technical scheme that adopts is:
Two grade reinforcing steels, one end of diameter 12mm is welded the other end and the welding of structure stress reinforcing bar with split bolt.
The pre-buried length of described two grade reinforcing steels is not less than 2m.
Formwork reinforcement of the present utility model is convenient, and speed of application is fast, is fit to the construction of open territory concrete in mass, and construction technology is simple, saves artificial, circulation material, and is good in economic efficiency.
Description of drawings
Fig. 1 is large-volume concrete formwork ruggedized construction schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done further to disclose.
As shown in Figure 1, after template 1 installs; Two grade reinforcing steels, 2 one ends with diameter 12mm weld with split bolt 3 again, the other end and 4 welding of structure stress reinforcing bar, and the pre-buried length of two grade reinforcing steels is not less than 2m.
Above-described embodiment is not as to restriction of the present utility model; do not break away from the technical solutions of the utility model content; to any simple modification, equivalent variations and remodeling that above embodiment does, still belong to the protection domain of technical solutions of the utility model according to technical spirit of the present utility model.
Claims (1)
1. a large-volume concrete formwork ruggedized construction is characterized in that: the two grade reinforcing steel same split bolts of (2) one ends (3) of diameter 12mm are welded the other end and structure stress reinforcing bar (4) welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220742999 CN203213599U (en) | 2012-12-29 | 2012-12-29 | Bulky concrete form reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220742999 CN203213599U (en) | 2012-12-29 | 2012-12-29 | Bulky concrete form reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213599U true CN203213599U (en) | 2013-09-25 |
Family
ID=49203147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220742999 Expired - Fee Related CN203213599U (en) | 2012-12-29 | 2012-12-29 | Bulky concrete form reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203213599U (en) |
-
2012
- 2012-12-29 CN CN 201220742999 patent/CN203213599U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204299185U (en) | Build pipeline reinforcing steel bar buffering structure | |
| CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
| CN203795829U (en) | Hoop assembly | |
| CN214883827U (en) | Construction elevator foundation support system device that encorbelments | |
| CN204040515U (en) | Cat ladder | |
| CN202611223U (en) | Recyclable bolt type scaffold wall connection piece | |
| CN202482767U (en) | Steel tube bailey beam column type support | |
| CN203213599U (en) | Bulky concrete form reinforced structure | |
| CN204754945U (en) | Mine method tunnel preliminary bracing lining cutting grid steel support make | |
| CN203613796U (en) | Recoverable eave tile bolt formwork system of steel-reinforced concrete column | |
| CN203361642U (en) | Cast-in-place stair steel formwork of assembled structure | |
| CN202881986U (en) | Single-pile vertical static test pile head steel bar connection node | |
| CN206385794U (en) | Wall connecting piece and connecting system thereof | |
| CN204225098U (en) | Overweight reinforcing cage | |
| CN205314372U (en) | Steel reinforcement cage protective layer cushion | |
| CN201686938U (en) | Pier used for bent cap construction | |
| CN205206278U (en) | Construction is with combination gallows operation platform | |
| CN203569693U (en) | Pre-buried iron part with steel ties arranged on concrete structure | |
| CN204098024U (en) | A kind of secondary grouting concrete pipe pile construction device | |
| CN203924484U (en) | A kind of precast beam and there is the reinforced concrete structure of tenon anchor system | |
| CN203403683U (en) | Double-layer rib penetrating device | |
| CN203755666U (en) | Finished grade beam binding mold | |
| CN203096732U (en) | Device for processing and constructing third-class prestressed pipe pile | |
| CN204571091U (en) | A kind of expanded metal lath constraint reinforced concrete beam end structure | |
| CN203484582U (en) | Manual oil jack pile foundation top main reinforced steel bar straightening device |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130925 Termination date: 20171229 |