CN206736950U - A kind of special-shaped anchor ear applied to glass steel formwork - Google Patents
A kind of special-shaped anchor ear applied to glass steel formwork Download PDFInfo
- Publication number
- CN206736950U CN206736950U CN201720410773.6U CN201720410773U CN206736950U CN 206736950 U CN206736950 U CN 206736950U CN 201720410773 U CN201720410773 U CN 201720410773U CN 206736950 U CN206736950 U CN 206736950U
- Authority
- CN
- China
- Prior art keywords
- anchor ear
- special
- shaped anchor
- stiffener
- glass steel
- 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 12
- 239000010959 steel Substances 0.000 title claims abstract description 12
- 239000011521 glass Substances 0.000 title claims abstract description 10
- 238000009415 formwork Methods 0.000 title claims abstract description 9
- 239000003351 stiffener Substances 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000007547 defect Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Abstract
A kind of special-shaped anchor ear applied to glass steel formwork is the utility model is related to, by arc support（1）, anchor ear（2）, connecting plate（3）, stiffener（4）Form, its arc support（1）It is fixed by welding in stiffener（4）On, stiffener（4）Special-shaped anchor ear is attached to by welding（2）Top, each special-shaped anchor ear（2）Between use bolt（5）Pass through connecting plate（3）It is attached.The beneficial effects of the utility model are：Fundamentally solve heavy in section, the common quality defect of high upright post basic, effective guarantee is provided for construction quality.
Description
Technical field
When the utility model is related to work transmission line iron tower foundation and pouring, on basis because extreme terrain is configured to height
When upright post basic is constructed, a kind of special-shaped anchor ear applied to glass steel formwork.
Background technology
In transmission line of electricity heavy in section, high upright post basic concreting process, it is easier to the mould phenomenon that rises occur, belongs to construction
Controlling difficulties.Concrete is fluid during pouring, and has certain liquid property, and liquid can be in the thing for preventing it from flowing
Pressure is produced on body, therefore the concrete in casting process produces lateral pressure to template.Known by mechanics principle, concrete is to template
Lateral pressure will be with the increase of concrete flowability and constantly increase, at the same also can by the lifting of the height of concreting and
It is continuously increased, now if template support is insecure, then template deformation may be caused or mobile so as to causing basis to be risen mould.
Traditional glass steel form using the reinforcing mode of steel pipe or channel-section steel when run into single base basic stand column it is higher, side amount it is larger when, may
Can cause high column local location occur rising mould situations such as.Glass steel formwork is reinforced using the special-shaped anchor ear, can be with
Reach the effect for meeting intensity requirement, reducing construction cost, reducing security risk etc..
Utility model content
It is simple in construction to the utility model is related to a kind of energy, conveniently applies when work transmission line iron tower foundation pours, rises
To the special-shaped anchor ear of fixation.
The utility model is mainly characterized by：It is made up of arc support, anchor ear, connecting plate, stiffener, its arc support leads to
Cross and be weldingly fixed on stiffener, strong plate of putting more energy into is attached at the top of special-shaped anchor ear by welding, and bolt is used between each special-shaped anchor ear
It is attached by connecting plate.
The beneficial effects of the utility model are：To be poured using the heavy in section of glass steel formwork, high upright post basic concrete
Build and special moldboard reinforcing tool is provided, change the situation for the mould that may rise using conventional method, fundamentally solve big
Section, the common quality defect of high upright post basic, effective guarantee is provided for construction quality.
Brief description of the drawings
Fig. 1 is front view of the present utility model；
Fig. 2 is scheme of installation of the present utility model.
Embodiment
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings
As shown in Figure 1：A kind of special-shaped anchor ear applied to glass steel formwork, by arc support 1, anchor ear 2, connecting plate 3, plus
Strength plate 4 is formed, and its arc support 1 is fixed by welding on stiffener 4, and stiffener 4 is attached to special-shaped anchor ear 2 by welding and pushed up
Portion, each it is attached between special-shaped anchor ear 2 with bolt 5 by connecting plate 3.
Connected between each special-shaped anchor ear 2 by bolt 5, anchor ear is connected by bolt 6 with glass steel formwork, according to column
The special-shaped anchor ear number of plies is highly set, successively set to thin from column lower end to upper end from close.
Claims (1)
- A kind of 1. special-shaped anchor ear applied to glass steel formwork, it is characterised in that：By arc support（1）, anchor ear（2）, connecting plate （3）, stiffener（4）Form, its arc support（1）It is fixed by welding in stiffener（4）On, stiffener（4）Pasted by welding In special-shaped anchor ear（2）Top, each special-shaped anchor ear（2）Between use bolt（5）Pass through connecting plate（3）It is attached.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720410773.6U CN206736950U (en) | 2017-04-18 | 2017-04-18 | A kind of special-shaped anchor ear applied to glass steel formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720410773.6U CN206736950U (en) | 2017-04-18 | 2017-04-18 | A kind of special-shaped anchor ear applied to glass steel formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206736950U true CN206736950U (en) | 2017-12-12 |
Family
ID=60561271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720410773.6U Expired - Fee Related CN206736950U (en) | 2017-04-18 | 2017-04-18 | A kind of special-shaped anchor ear applied to glass steel formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206736950U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775149A (en) * | 2018-08-07 | 2018-11-09 | 安徽送变电工程有限公司 | A kind of adjustable Combined formwork anchor ear |
-
2017
- 2017-04-18 CN CN201720410773.6U patent/CN206736950U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108775149A (en) * | 2018-08-07 | 2018-11-09 | 安徽送变电工程有限公司 | A kind of adjustable Combined formwork anchor ear |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104695979B (en) | A kind of method using tall and big chassis whole lateral moving high and big die plate | |
| CN103452328B (en) | Post brutal bracing means and method is subtracted for reinforced concrete member | |
| CN206736950U (en) | A kind of special-shaped anchor ear applied to glass steel formwork | |
| CN202644531U (en) | Pressure-preloading pile sealing device for static pressure pile of anchor rod | |
| CN204780977U (en) | Reduce steel column burried depth's type of putting more energy into and bury formula column base | |
| CN106639151A (en) | Built-in X-shaped opposite-pulling steel plate type welded rectangular concrete filled steel tubular column and construction method | |
| CN206467580U (en) | A kind of reinforced bridge pier | |
| CN105625198A (en) | Reinforced rigid-framed arch bridge | |
| CN106836559A (en) | A kind of reinforced concrete wall structure and its construction method for preventing from ftractureing | |
| CN206554254U (en) | A kind of hinged column base structure of Steel Portal Frames | |
| CN206844097U (en) | Low clearance diaphragm wall reinforcement cage structure under a kind of high-voltage line | |
| CN206681384U (en) | A kind of anti-backflow concrete filled steel tube jacks interface arrangement | |
| CN203373769U (en) | Draught fan foundation ring supporting structure arranged on soft soil foundation | |
| CN205711974U (en) | A kind of Retaining Wall | |
| CN215332834U (en) | Hopper for pouring reverse well wall | |
| CN101761240A (en) | Method and structure for adding partition in prior pool | |
| CN204899217U (en) | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour | |
| CN204875550U (en) | Prevention of seepage steel construction pier shaft template | |
| CN207647167U (en) | The steel wood composite shuttering of assembled formation of deformation joint shear wall | |
| CN203113349U (en) | Foundation trench shoring lattice type end structure | |
| CN103362123A (en) | Reverse Y-shaped filling pile and construction method thereof | |
| CN208686105U (en) | A kind of device controlling framework lower end filling concrete height | |
| CN207228324U (en) | A kind of prefabricated reinforced concrete column connecting structure | |
| CN204040051U (en) | Power transmission line iron tower foundation sinks to making up the difference component | |
| CN104712087A (en) | Superimposed floor slab connecting method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171212 Termination date: 20180418 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |