CN209780020U - Corrugated plate structure - Google Patents

Corrugated plate structure Download PDF

Info

Publication number
CN209780020U
CN209780020U CN201920194030.9U CN201920194030U CN209780020U CN 209780020 U CN209780020 U CN 209780020U CN 201920194030 U CN201920194030 U CN 201920194030U CN 209780020 U CN209780020 U CN 209780020U
Authority
CN
China
Prior art keywords
layer
corrugated plate
nano zinc
zinc impregnation
plate 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.)
Active
Application number
CN201920194030.9U
Other languages
Chinese (zh)
Inventor
韩自力
马伟斌
付兵先
张松琦
邹文浩
郭小雄
李尧
王志伟
杜晓燕
安哲立
赵鹏
马超锋
牛亚彬
柴金飞
程爱君
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
Original Assignee
China Academy of Railway Sciences Corp Ltd CARS
Railway Engineering Research Institute of CARS
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Academy of Railway Sciences Corp Ltd CARS, Railway Engineering Research Institute of CARS filed Critical China Academy of Railway Sciences Corp Ltd CARS
Priority to CN201920194030.9U priority Critical patent/CN209780020U/en
Application granted granted Critical
Publication of CN209780020U publication Critical patent/CN209780020U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a corrugated plate structure, including the buckled plate body, the buckled plate body includes the steel sheet substrate and covers in the nanometer zinc impregnation layer of steel sheet substrate surface outward. The utility model discloses the structure durability that anticorrosive treatment passed is strong, and the cost is low, is suitable for the railway engineering structure, and the zinc infiltration is chemical bonding, can not drop.

Description

Corrugated plate structure
Technical Field
The utility model belongs to the technical field of the buckled plate for the railway engineering, concretely relates to corrugated plate structure.
Background
In the traffic construction of China, most of bearing structures (culverts, tunnels and tunnel portal protection structures) adopt common reinforced concrete or masonry structures, and the structures are easy to crack, seep water, expose ribs and other diseases in the later period. The concrete open cut tunnel structure commonly used for the tunnel portal has large volume and heavy weight, and is not beneficial to site construction. In the construction of facilities for large temporary facilities of railways, the construction of access roads and access bridges has long construction period and high construction cost. In addition, in some emergency rescue projects, the construction period of the cast-in-place concrete is long, and the emergency rescue requirements cannot be met, so that the use of the concrete structure in the projects is also restricted.
In view of this, a quick, economical, convenient form of corrugated plate structure is applied to the above-mentioned railway works. However, the main material of the corrugated pipe (plate) structure is steel, so that the durability of the corrugated pipe (plate) structure is an important factor influencing popularization and use. The corrugated pipe (plate) structure is eroded by atmosphere, soil and underground water, so that it must be treated with anticorrosion treatment as common steel pipe, and can prolong the service life of the corrugated pipe (plate) structure.
In the existing corrugated plate anticorrosion method which is commonly used in recent years, the hardness of an aluminum coating on the surface is not enough, so that the aluminum coating is often damaged due to scratch in the construction process; acid pickling and rust removal of hot dip galvanizing of the hot dip galvanizing layer can leave hidden troubles for corrosion prevention. In addition, the galvanizing technology pollutes the environment; problems of peeling or cracking also occur when applying polymer coatings because of insufficient hardness and insufficient permeation resistance. The powder galvanizing process is mature, the formed anticorrosive coating has good uniformity and continuity and high strength, the coating is difficult to peel off, and the wear resistance and scratch resistance are strong. Especially suitable for various environments such as marine atmosphere, severe industrial atmosphere and the like, and the corrosion resistance is superior to that of hot-dip galvanizing and electrogalvanizing. Can resist high-temperature oxidation corrosion of less than 1000 ℃.
SUMMERY OF THE UTILITY MODEL
the utility model discloses aim at solving the technical problem who exists among the prior art. Therefore, the utility model provides a corrugated plate structure, the purpose promotes anticorrosive durability, and is difficult for droing.
In order to realize the purpose, the utility model discloses the technical scheme who takes does:
The corrugated plate structure comprises a corrugated plate body, wherein the corrugated plate body comprises a steel plate base material and a nano zinc impregnation layer coated outside the outer surface of the steel plate base material.
The nano zinc impregnation layer is a nano zinc impregnation Zn-Fe impregnation layer.
The thickness of the nano zinc impregnation layer is 20-120 mu m.
and the outer side of the nano zinc impregnation layer is also provided with a high molecular polymer coating.
The high molecular polymer coating is an epoxy resin anticorrosive coating, an epoxy resin ceramic anticorrosive coating or a polyurethane anticorrosive coating.
the thickness of the high molecular polymer coating is 0.5-5 mm.
And a buffer layer is arranged on the outer side of the nano zinc impregnation layer.
The buffer layer is a polyurethane elastomer buffer layer, a foamed aluminum buffer layer, a polyurethane foamed plastic buffer layer or a polystyrene foamed plastic buffer layer.
And an insulating layer is arranged on the outer side of the nano zinc impregnation layer.
The utility model has the advantages that: the utility model discloses a corrugated plate structure can be applied to newly-built tunnel of railway and strut, tunnel passway for escaping, tunnel entrance to a cave protection open cut, cutting section protection open cut, well small-span bridge, culvert, existing line tunnel, bridge and culvert reinforcement, newly-built railway are close to engineering temporary bridge, aspects such as temporary road greatly, and the structural durability that this kind of anticorrosive treatment was passed is strong, and the cost is low, is suitable for the railway engineering structure, and zinc infiltration can not drop for chemical bond.
Drawings
The description includes the following figures, the contents shown are respectively:
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic structural view of the nano-zincizing layer of the present invention with a polymer coating disposed on the outer side;
FIG. 3 is a schematic structural view of the buffer layer disposed outside the nano-zincizing layer of the present invention;
Fig. 4 is a schematic structural diagram of the insulating layer arranged outside the nano zincizing layer of the present invention.
Labeled as:
1. The steel plate comprises a steel plate base material, 2, a nano zinc impregnation layer, 3, a high polymer coating, 4, a buffer layer, 5 and an insulating layer.
Detailed Description
The following detailed description of the embodiments of the present invention will be given with reference to the accompanying drawings, for the purpose of helping those skilled in the art to understand more completely, accurately and deeply the conception and technical solution of the present invention, and to facilitate its implementation.
As shown in fig. 1, a corrugated plate structure comprises a corrugated plate body, wherein the corrugated plate body comprises a steel plate base material 1 and a nano zinc-impregnated layer 2 coated on the outer surface of the steel plate base material. The corrugated plate structure is particularly suitable for reinforcing newly-built medium-small span bridges, culverts and the like. The nano-zincizing immersion layer is preferably a nano-zincizing Zn-Fe immersion layer. The nanometer powder zincification anti-corrosion coating is formed by penetrating a zinc layer into the surface of a steel plate base material, the uniformity and the continuity of the coating are good, the zincification anti-corrosion coating is diffusion metallurgical bonding, the bonding strength is high, the hardness of the coating is high, the coating is difficult to peel off and can be removed only by a chemical method. The wear resistance and scratch resistance are strong. The interface tensile strength of the coating and the steel plate base material is 600-700 MPa; the surface layer tensile strength is 300-350 MPa. When the corrugated plate structure is manufactured, common carbon steel, low alloy steel and weather-resistant structural steel plates can be subjected to nano-powder zinc impregnation, then the zinc-impregnated steel plates are pressed into sine, triangular, trapezoidal and other waveforms, and finally, steel members with different radians are formed by bending according to the geometric radian sizes of newly-built railway tunnel supports, tunnel escape channels, tunnel portal protection open cut tunnels, cutting section protection open cut tunnels, medium and small-span bridges, culverts, existing railway tunnels, bridge culverts and reinforcement, newly-built railway temporary engineering temporary bridges and temporary roads. Or firstly pressing and bending the plate, and finally performing nano-powder zinc impregnation treatment.
Preferably, the thickness of the nano zinc impregnation layer is 20-120 μm. By adopting the anti-corrosion treatment within the thickness range, different use requirements of culverts, tunnels, portal protection structures and the like can be met.
As a further improvement, the outer side of the nano zinc impregnation layer 2 is also provided with a high molecular polymer coating 3. The thickness of the high molecular polymer coating is preferably 0.5 to 5 mm. The arrangement of the high molecular polymer coating can meet the requirements of newly-built medium-small span bridges, newly-built culverts, culvert reinforcement and the like with special corrosion prevention requirements, when the method is implemented, a high molecular polymer coating can be applied on the outer side of the nanometer powder zincification layer by spraying or other processes, the high molecular polymer coating is preferably an epoxy resin corrosion prevention coating, an epoxy resin ceramic corrosion prevention coating or a polyurethane corrosion prevention coating, namely the high molecular polymer coating is formed by spraying one of an epoxy resin corrosion prevention coating, an epoxy resin ceramic corrosion prevention coating and a polyurethane corrosion prevention coating. When the paint is used for the corrosion of strong acid and strong alkali (hydroxide ions and sulfate ions), the thickness of the sprayed high-molecular polymer coating is 0.5-3 mm.
When the nano zinc impregnation layer is used for reinforcing railway tunnel escape passages and bridge piers, the outer side of the nano zinc impregnation layer is also provided with a buffer layer 4. The buffer layer 4 is a polyurethane elastomer buffer layer, a foamed aluminum buffer layer, a polyurethane foam buffer layer or a polystyrene foam buffer layer. The buffer layer can be manufactured by spraying or other processes.
When the nano zinc impregnation layer is used for newly building a tunnel, reinforcing the tunnel, protecting a tunnel portal protective structure and protecting a cut tunnel at a cutting section of a railway, the outer side of the nano zinc impregnation layer is also provided with an insulating layer 5. The insulating material of the insulating layer is insulating paint or insulating paint, or organic silicon modified epoxy resin or one or more of mica powder, ceramic powder, aluminum hydroxide and quartz sand is used as a ingredient, so that the railway 27.5KV voltage breakdown can be resisted. When the method is implemented, the insulating layer is manufactured through spraying or other processes, and the thickness of the insulating layer is determined according to the voltage of the railway contact network.
In addition, a nano-zincizing layer can also be directly coated outside the nano-zincizing impregnation layer 2.
When the corrugated plate structure is used as a bearing structure, the connecting ends of the corrugated plate structures can be connected through flanges or connected in a lap joint mode, a welding mode, an assembling mode and the like.
The invention has been described above by way of example with reference to the accompanying drawings. Obviously, the specific implementation of the present invention is not limited by the above-described manner. Various insubstantial improvements are made by adopting the method conception and the technical proposal of the utility model; or without improvement, the above conception and technical solution of the present invention can be directly applied to other occasions, all within the protection scope of the present invention.

Claims (7)

1. the corrugated plate structure comprises a corrugated plate body and is characterized in that the corrugated plate body comprises a steel plate base material and a nano zinc impregnation layer coated outside the outer surface of the steel plate base material, the nano zinc impregnation layer is a nano zinc impregnation Zn-Fe impregnation layer, and the thickness of the nano zinc impregnation layer is 20-120 microns.
2. The corrugated plate structure according to claim 1, wherein the outer side of the nano zinc impregnation layer is further provided with a high molecular polymer coating.
3. The corrugated plate structure of claim 2, wherein the high polymer coating is an epoxy resin anticorrosive coating, an epoxy resin ceramic anticorrosive coating, or a polyurethane anticorrosive coating.
4. Corrugated plate structure according to claim 2 or 3, wherein the thickness of the high molecular polymer coating is 0.5-5 mm.
5. The corrugated plate structure according to claim 1, wherein a buffer layer is further provided outside the nano zinc impregnation layer.
6. The corrugated sheet structure of claim 5, wherein the cushioning layer is a polyurethane elastomer cushioning layer, an aluminum foam cushioning layer, a polyurethane foam cushioning layer, or a polystyrene foam cushioning layer.
7. The corrugated plate structure according to claim 1, wherein the nano zinc impregnation layer is provided with an insulating layer on the outer side.
CN201920194030.9U 2019-02-13 2019-02-13 Corrugated plate structure Active CN209780020U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920194030.9U CN209780020U (en) 2019-02-13 2019-02-13 Corrugated plate structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920194030.9U CN209780020U (en) 2019-02-13 2019-02-13 Corrugated plate structure

Publications (1)

Publication Number Publication Date
CN209780020U true CN209780020U (en) 2019-12-13

Family

ID=68794874

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920194030.9U Active CN209780020U (en) 2019-02-13 2019-02-13 Corrugated plate structure

Country Status (1)

Country Link
CN (1) CN209780020U (en)

Similar Documents

Publication Publication Date Title
Virmani et al. Corrosion protection: Concrete bridges
CN201473946U (en) Composite protective steel pile structure
CN111520570B (en) Pipeline pressure leaking stoppage repairing and double-layer long-acting anti-corrosion device and construction method thereof
CN209780020U (en) Corrugated plate structure
CN105274915B (en) A kind of method for eliminating rail system stray electrical current
CN213574130U (en) Novel anticorrosive buckled plate
Ainakulova et al. Analytical Review of Conductive Coatings, Cathodic Protection, and Concrete
CN104912208A (en) Anticorrosion structure and treatment method of outer bottom edge board of gas chamber
CN111058673A (en) Transmission tower is with angle steel of nai time
CN201520940U (en) Composite coating bridge extension joint structure
KR20150087016A (en) Method on Painting for Anticorrosion of Sea Windforce Ironpipe by Metaloxide Sol
CN104929254A (en) Antiseptic and processing method for margin plate at bottom outside gas chamber
CN110181680A (en) A kind of prefabricated major diameter anti-corrosion armored concrete compound pipeline complex pipeline production method
CN205530169U (en) Power station pipeline under pressure's protective layer device
CN202492583U (en) Anti-corrosion protective cover for bolt panel point
TWM611219U (en) Foundation pile end plate for pre-stressed concrete foundation pile
CN214270734U (en) Stainless steel clad steel plate anticorrosion structure suitable for dry-wet alternate zone
CN102168404A (en) Corrosion prevention method for a concrete bridge
CN115678416B (en) Method for long-acting corrosion prevention of iron tower foundation
Yeomans Coated steel reinforcement for corrosion protection in concrete
CN202689651U (en) Electric power pole tower with anti-corrosion nanometer composite coating
CN202006621U (en) Anticorrosion coating composite structure
CN211851158U (en) Transmission tower is with angle steel of nai time
KR200316562Y1 (en) Pile for ocean structure with ceramic coated layer
JP4427165B2 (en) High strength heavy anticorrosion coated steel with end fixing structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant