CN204875532U - Template of installation collision avoidance pier steel sheet - Google Patents
Template of installation collision avoidance pier steel sheet Download PDFInfo
- Publication number
- CN204875532U CN204875532U CN201520491952.8U CN201520491952U CN204875532U CN 204875532 U CN204875532 U CN 204875532U CN 201520491952 U CN201520491952 U CN 201520491952U CN 204875532 U CN204875532 U CN 204875532U
- Authority
- CN
- China
- Prior art keywords
- steel sheet
- template
- steel plate
- pier
- crashproof
- 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 81
- 239000010959 steel Substances 0.000 title claims abstract description 81
- 238000009434 installation Methods 0.000 title claims abstract 5
- 238000009415 formwork Methods 0.000 claims description 28
- 238000003466 welding Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to a template is used in the bridge construction, specifically is a template of installation collision avoidance pier steel sheet. The problem of yielding and the crashproof steel sheet of the crashproof steel sheet hoist and mount phenomenon that the gliding can appear or drop for the position of pier shaft is solved, a template of installation collision avoidance pier steel sheet, including the pier shaft template, pier shaft template inboard is equipped with crashproof steel sheet, the anticollision steel sheet is closely laminated with the pier shaft masterplate, the corresponding position of pier shaft template and crashproof steel sheet is equipped with anchor hole, pier shaft template and crashproof steel sheet pass through the screw fixed connection in the anchor hole, the inboard welding of anticollision steel sheet has a plurality of " U " type hooked bar, the hooked bar is evenly arranged in crashproof steel sheet inboard. The utility model discloses with crashproof steel sheet and pier shaft template welding back together, hoist together, splice with the pier shaft template, each crashproof steel sheet is fixed with the anchor hole of pier shaft template through the pier shaft template, has rationally solved the inconvenience that the concatenation of the crashproof steel sheet of unsettled concatenation, welding brought on the pier shaft of crashproof steel sheet.
Description
Technical field
The utility model belongs to a kind of bridge construction template, specifically a kind of template of installing pier anticollision steel plate.
Background technology
Pier anticollision steel plate is mainly used in municipal engineering, bridge engineering, plays the important function absorbing and relax before and after foreign impacts power, protection pier shaft.But there is a lot of difficulty in being arranged in Specific construction of crashproof steel plate.Such as, easily decolour after pier shaft being easily out of shape, fixing on pier shaft the application in insecure, later stage when welding inconvenience, lifting, corrosion resistance difference etc.
Crashproof steel plate is easily out of shape when lifting separately, can not fit assembled when causing assembling crashproof steel plate, is secondly crashproof steel plate unsettled spelling splicing, welding inconvenience on pier shaft, causes very large difficulty to construction.
Do not take effective fixation between the crashproof steel plate of traditional construction technology and pier shaft, what crashproof steel plate caused at experience weather expands with heat and contract with cold, and after the active force in the various external world, crashproof steel plate there will be the phenomenon gliding or come off relative to the position of pier shaft.
Summary of the invention
The utility model there will be to solve the yielding and crashproof steel plate of crashproof hoisting steel plate the problem of phenomenon gliding or come off relative to the position of pier shaft, provide a kind of template of installing pier anticollision steel plate.
The utility model takes following technical scheme: a kind of template of installing pier anticollision steel plate, comprise pier body formwork, crashproof steel plate is provided with inside pier body formwork, crashproof steel plate and pier shaft masterplate fit tightly, the correspondence position of pier body formwork and crashproof steel plate is provided with anchor hole, pier body formwork is fixedly connected with by the screw in anchor hole with crashproof steel plate, and be welded with some " U " type hooked bar inside crashproof steel plate, hooked bar is evenly arranged inside crashproof steel plate.
Flush with bottom pier body formwork bottom described crashproof steel plate, pier body formwork top and crashproof steel plate are welded to connect.
Described hooked bar adopts 16mm screw-thread steel, and the length of hooked bar can go deep into pier shaft 10cm.
Compared with prior art, after together with crashproof steel plate welds with pier body formwork by the utility model, lift together with pier body formwork, splice, each crashproof steel plate and pier body formwork are fixed by the anchor hole of pier body formwork, reasonably solve the inconvenience that the crashproof steel plate splicing of unsettled splicing, welding bring on pier shaft of crashproof steel plate.By manually welding each crashproof steel plate inside template after fixing, weld seam should be smooth, when preventing concreting, affects greatly pier shaft physical dimension.
Do not take effective fixation between the crashproof steel plate of traditional construction technology and pier shaft, what crashproof steel plate caused at experience weather expands with heat and contract with cold, and after the active force in the various external world, crashproof steel plate there will be the phenomenon gliding or come off relative to the position of pier shaft.The utility model efficiently solves crashproof steel plate and installs rear fixing problem loosely, well ensure that the agent structure of bridge and the traffic safety of circuit.
Accompanying drawing explanation
Fig. 1 is the utility model plan view;
Fig. 2 is the utility model sectional drawing;
The crashproof steel plate of 1-in figure, 2-pier body formwork, 3-anchor hole, 4-screw, 5-hooked bar.
Detailed description of the invention
As shown in Figure 1, 2, a kind of template of installing pier anticollision steel plate, comprise pier body formwork 2, crashproof steel plate 1 is provided with inside pier body formwork 2, crashproof steel plate 1 fits tightly with pier body formwork 2, and the correspondence position of pier body formwork 2 and crashproof steel plate 1 is provided with anchor hole 3, and pier body formwork 2 is fixedly connected with by the screw 4 in anchor hole 3 with crashproof steel plate 1, be welded with some " U " type hooked bar 5 inside crashproof steel plate 1, hooked bar 5 is evenly arranged inside crashproof steel plate 1.
Flush with bottom pier body formwork 2 bottom described crashproof steel plate 1, pier body formwork 2 top and crashproof steel plate 1 are welded to connect.
Described hooked bar 5 adopts 16mm screw-thread steel, and the length of hooked bar 5 can go deep into pier shaft 10cm.
Crashproof steel plate adopts and pier body formwork weld again together with pier body formwork assembling method effectively prevent crashproof steel plate from occurring being out of shape, crashproof steel plate top adopts 5cm length, diameter 16mm screw-thread steel welds with pier body formwork, spacing 5cm, and crashproof steel plate and pier shaft masterplate are fitted tightly, weld seam is full, even, come off or cause potential safety hazard when avoiding crashproof steel plate to lift together with pier shaft masterplate, bringing unnecessary loss.
Crashproof steel plate splices together with pier shaft masterplate, fix after, welding half " U " shape hooked bar inside crashproof steel plate, hooked bar adopts 16mm screw-thread steel, and go deep into pier shaft 10cm, inside crashproof steel plate, surrounding and short transverse are evenly arranged.This construction technique efficiently solves crashproof steel plate and installs rear fixing problem loosely, well ensure that the agent structure of bridge and the traffic safety of circuit.
Claims (3)
1. one kind the template of pier anticollision steel plate is installed, comprise pier body formwork (2), it is characterized in that: pier body formwork (2) inner side is provided with crashproof steel plate (1), crashproof steel plate (1) and pier body formwork (2) fit tightly, the correspondence position of pier body formwork (2) and crashproof steel plate (1) is provided with anchor hole (3), pier body formwork (2) is fixedly connected with by the screw (4) in anchor hole (3) with crashproof steel plate (1), crashproof steel plate (1) inner side is welded with some " U " type hooked bar (5), and hooked bar (5) is evenly arranged in crashproof steel plate (1) inner side.
2. the template of installation pier anticollision steel plate according to claim 1, is characterized in that: described crashproof steel plate (1) bottom flushes with pier body formwork (2) bottom, and pier body formwork (2) top and crashproof steel plate (1) are welded to connect.
3. the template of installation pier anticollision steel plate according to claim 1 and 2, is characterized in that: described hooked bar (5) adopts 16mm screw-thread steel, and the length of hooked bar (5) can go deep into pier shaft 10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520491952.8U CN204875532U (en) | 2015-07-09 | 2015-07-09 | Template of installation collision avoidance pier steel sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520491952.8U CN204875532U (en) | 2015-07-09 | 2015-07-09 | Template of installation collision avoidance pier steel sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204875532U true CN204875532U (en) | 2015-12-16 |
Family
ID=54819924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520491952.8U Expired - Fee Related CN204875532U (en) | 2015-07-09 | 2015-07-09 | Template of installation collision avoidance pier steel sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204875532U (en) |
-
2015
- 2015-07-09 CN CN201520491952.8U patent/CN204875532U/en not_active Expired - Fee Related
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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: 20151216 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |