CN201495688U - Epoxy double-sided ribbed steel bar welded mesh - Google Patents
Epoxy double-sided ribbed steel bar welded mesh Download PDFInfo
- Publication number
- CN201495688U CN201495688U CN2009202340286U CN200920234028U CN201495688U CN 201495688 U CN201495688 U CN 201495688U CN 2009202340286 U CN2009202340286 U CN 2009202340286U CN 200920234028 U CN200920234028 U CN 200920234028U CN 201495688 U CN201495688 U CN 201495688U
- Authority
- CN
- China
- Prior art keywords
- epoxy
- ribbed steel
- double
- steel muscle
- rib 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
Images
Landscapes
- Wire Processing (AREA)
Abstract
The utility model relates to an epoxy double-sided ribbed steel bar welded mesh, which is applied in cross-sea bridges, high-speed railways and nuclear industrial facilities with high requirements for corrosion resistance, seawater resistance, sewage resistance and the like. In the technical scheme, a plurality of vertical double-sided ribbed steel bars and a plurality of horizontal double-sided ribbed steel bars are respectively arranged at certain intervals and form right angles, and all the cross points (3) of the vertical double-sided ribbed steel bars and the horizontal double-sided ribbed steel bars are welded together to form a three-dimensional steel bar mesh. The epoxy double-sided ribbed steel bar welded mesh is characterized in that the outer surfaces of the vertical double-sided ribbed steel bars and the horizontal double-sided ribbed steel bars are all coated with an epoxy resin coating (4) to form vertical epoxy double-sided ribbed steel bars (1) and horizontal epoxy double-sided ribbed steel bars (2). The utility model greatly improves the corrosion resistance, seawater resistance and sewage resistance of the steel bar welded mesh, and can be used in cross-sea bridges, high-speed railways and nuclear industrial facilities with high requirements for corrosion resistance, seawater resistance, sewage resistance and the like.
Description
(1) technical field
The utility model relates to welded steel fabric.Be applied to the fields such as bridge spanning the sea, high-speed railway and nuclear industrial facility that corrosion resistance, sea water resistance and resistant water-based etc. are had relatively high expectations.Belong to reinforced concrete structure structural steel technical field.
(2) background technology
The welded steel fabric welded mesh is to arrange and be mutually the right angle with certain spacing respectively by some longitudinal reinforcements and some transverse reinforcements, the three-dimensional reinforced mesh that whole crosspoints all are welded together.Before the utility model was made, what longitudinal reinforcement in the past and transverse reinforcement adopted mostly that ordinary carbon steel or low-alloy steel makes two wore the rib steel muscle.Poor-performings such as this two wears that the rib steel muscle is corrosion-resistant, sea water resistance and resistant water.The reinforced concrete structure structural steel of industry and aspects such as the floor of civic building, roof system, body of wall, terrace, rigid pavement, deck paving, airfield runway, tunnel lining, water conservancy projects, harbour, concrete pipe, concrete pile can only be used for, and the fields such as bridge spanning the sea, high-speed railway and nuclear industrial facility that corrosion resistance, sea water resistance and resistant water-based etc. are had relatively high expectations can not be applied to.
(3) summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, and a kind of corrosion resistance, sea water resistance and resistant water-based are provided, and good epoxy two is worn rib steel muscle welded mesh.
The purpose of this utility model is achieved in that a kind of epoxy two wears rib steel muscle welded mesh, described welded mesh is to wear rib steel muscle and some horizontal two by some vertical two to wear the rib steel muscle and arrange and be mutually the right angle respectively with certain spacing, and described vertical two wear the three-dimensional reinforced mesh that rib steel muscle and some horizontal two whole crosspoints of wearing the rib steel muscle all are welded together, it is characterized in that: described vertical two wear the rib steel muscle and horizontal two external surfaces of wearing the rib steel muscle are coated with one deck epoxy coating, constitute vertical epoxy two wear the rib steel muscle and laterally epoxy two wear the rib steel muscle.
The beneficial effects of the utility model are:
The utility model is worn the external surface of rib steel muscle and is all applied one deck epoxy resin by wear rib steel muscle and horizontal two at vertical two of welded steel fabric, improve corrosion resistance, sea water resistance and the resistant water-based energy of welded steel fabric greatly, therefore can be applied to the fields such as bridge spanning the sea, high-speed railway and nuclear industrial facility that corrosion resistance, sea water resistance and resistant water-based etc. are had relatively high expectations.
(4) description of drawings
Fig. 1 wears the stereoscopic figure of rib steel muscle welded mesh for the utility model epoxy two.
Fig. 2 for vertical epoxy two of the present utility model wear the rib steel muscle and laterally epoxy two wear the profile of rib steel muscle.
Reference numeral among the figure:
Vertically epoxy two is worn rib steel muscle 1, laterally epoxy two is worn rib steel muscle 2, crosspoint 3, epoxy coating 4.
(5) specific embodiment
Referring to Fig. 1, Fig. 1 is the stereoscopic figure of the utility model epoxy plain steel-bar welded mesh.As seen from Figure 1, the utility model epoxy two is worn rib steel muscle welded mesh, be a kind of solid netted reinforcing bar goods at factory's welding fabrication, be to wear rib steel muscle 1 and some horizontal epoxies two by some vertical epoxies two to wear rib steel muscle 2 and arrange with certain spacing respectively and be mutually the right angle, and described vertical epoxy two is worn rib steel muscle 1 and some horizontal epoxies two and is worn the three-dimensional reinforced mesh that whole crosspoints 3 of rib steel muscle 2 all are welded together with forceful electric power damping power.
Referring to Fig. 2, Fig. 2 for vertical epoxy two of the present utility model wear the rib steel muscle and laterally epoxy two wear the profile of rib steel muscle.As seen from Figure 2, the vertical epoxy two of the utility model wear rib steel muscle 1 and laterally epoxy two wear rib steel muscle 2, be to wear rib steel muscle and horizontal two vertical two to wear the external surface of rib steel muscle and apply one deck epoxy coating 4 and form.
Claims (1)
1. an epoxy two is worn rib steel muscle welded mesh, described welded mesh is to wear rib steel muscle and some horizontal two by some vertical two to wear the rib steel muscle and arrange and be mutually the right angle respectively with certain spacing, and described vertical two wear rib steel muscle and some horizontal two wears the three-dimensional reinforced mesh that whole crosspoints (3) of rib steel muscle all are welded together, it is characterized in that: described vertical two wear the rib steel muscle and horizontal two external surfaces of wearing the rib steel muscle are coated with one deck epoxy coating (4), constitute vertical epoxy two wear finned surface reinforcing bar (1) and laterally epoxy two wear rib steel muscle (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202340286U CN201495688U (en) | 2009-08-05 | 2009-08-05 | Epoxy double-sided ribbed steel bar welded mesh |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202340286U CN201495688U (en) | 2009-08-05 | 2009-08-05 | Epoxy double-sided ribbed steel bar welded mesh |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201495688U true CN201495688U (en) | 2010-06-02 |
Family
ID=42438896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202340286U Expired - Fee Related CN201495688U (en) | 2009-08-05 | 2009-08-05 | Epoxy double-sided ribbed steel bar welded mesh |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201495688U (en) |
-
2009
- 2009-08-05 CN CN2009202340286U patent/CN201495688U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204530433U (en) | Steel pipe pile foundation combination steel trestle | |
| CN101892661B (en) | Double-pipe reinforced composite combined built pile | |
| CN201649438U (en) | FRP sea sand concrete beam slab | |
| CN201785751U (en) | Double-tube reinforced composite material combined pile | |
| CN201874128U (en) | Open-type back-bolted stone curtain wall system | |
| CN104018620A (en) | Sea sand concrete bending member | |
| CN106195463B (en) | A kind of pressure pipeline of waterproof and anticorrosion | |
| CN102383420A (en) | High-strength concrete prefabricated pile doped with fiber-reinforced plastic bar | |
| CN107313784A (en) | A kind of metro shield section of jurisdiction | |
| CN202208916U (en) | High-strength concrete prefabricated pile | |
| CN203939180U (en) | Marine sand concrete flexural member | |
| CN103321218B (en) | Prestressed centrifugally Corrosion-resistant hollow square pile | |
| CN101260645B (en) | Wide span canting pull type trestle | |
| CN201495688U (en) | Epoxy double-sided ribbed steel bar welded mesh | |
| CN201495689U (en) | Epoxy three-sided ribbed steel bar welded mesh | |
| CN203160203U (en) | Combined stone net cage | |
| CN203373739U (en) | Prestress centrifugal corrosion resistant hollow square pile | |
| CN201495687U (en) | Epoxy plain steel bar welded mesh | |
| CN201474172U (en) | Epoxy steel bar with ribs on three surfaces | |
| CN205975597U (en) | Regional transmission tower improved generation bored concrete pile basis is used for corroding | |
| CN205776191U (en) | A kind of stake for port and pier permanent support | |
| CN204418453U (en) | A kind of precast floor slab reinforces the connection structure | |
| CN201496762U (en) | Epoxy plain steel bar | |
| CN201474174U (en) | Three-side ribbed reinforcement welded fabric | |
| CN207419222U (en) | A kind of steel pipe clad steel ripple slab arch bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20120805 |