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53 results about "Chloride corrosion" patented technology

Chloride stress corrosion cracking (CSCC) is a type of intergranular corrosion. Chloride stress corrosion involves selective attack of a metal along its grain boundaries. It occurs in austenitic stainless steel under tensile stress in the presence of oxygen, chloride ions and high temperature.

Accelerated test method of non-uniform corrosion in inbuilt electrode simulation concrete

The invention discloses an accelerated test method of non-uniform corrosion in inbuilt electrode simulation concrete. After a concrete test piece is prepared by precating stainless steel sheets in concrete, the concrete test piece is successively performed with electroosmosis treatment, drying and watering cycle and constant-current energization treatment. Under the action of an electric field, chlorid ions accelerate to move into a concrete structure, and reinforcing steel bars in concrete reach the corrosion threshold value in advance so as to simulate the process that chlorid ions enter the concrete structure in the engineering environment. The drying and watering cycle process and little corrosion current speed up to corrode the reinforcing steel bars in the concrete structure, and the developing process of practical corrosion-induced expansive cracks is simulated. The method of the invention can simulate the diffusion process of chlorid ions to concrete in the chloride corrosion environment to realize the non-uniform corrosion and the single-surface corrosion of reinforcing steel bars in concrete, truly reflects the developing process of corrosion-induced expansive cracks in a reinforced concrete structure, and provides an accelerated test method for accessing the corroded property of the reinforced concrete structure.
Owner:ZHEJIANG UNIV

Device and method for testing chloride corrosion of reinforced concrete member under continuous load

The invention provides a device and method for testing chloride corrosion of a reinforced concrete member under a continuous load. The device comprises a continuous load loading device, a rapid chloride corrosion device and a measurement and control device. A continuous load is applied by a loading frame and a drive device, a frame body is filled with a chloride solution and is fixed at the upper-middle part of a test beam in a sealing manner, air is continuously injected in the chloride solution by adopting an air pump, and direct current is introduced into reinforced steel bars of the test beam to implement the rapid corrosion. Relevant data acquirers, electrochemical testers and output equipment which are controlled through a single chip microcomputer in a unified manner are integrated in the main control box, the continuous load is measured in real time, and periodically corrected to a target level, corrosion behaviors of a corroded member are periodically tested, and data are acquired, displayed, stored, printed and output in real time. The device is capable of effectively simulating an actual corrosion working condition of the on-active service reinforced concrete structure member under the coupling effect of a chloride environment and the load, and provides a scientific basis for evaluating the durability of engineering structures under chloride environments such as sea and salt lakes.
Owner:HOHAI UNIV

Multiple environment time chloride corrosion concrete evaluation method

The present invention relates to a evaluation method for the durability of chloride corrosion concrete, in particular to an evaluation method for similarity chloride corrosion concrete with multiple environment time. A third party reference object which is provided with the similar environment situation with the research object and serves for a plurality of years is selected. The boundary condition of each influence factor at the serving initial time of the research object, the third party reference object and the material of the research object are collected. The performance degradation relationship of the time of the third party reference object under spot environment and the corresponding concrete test piece in artificial climate simulation laboratory is compared and analyzed. The performance degradation time similar relationship of concrete structure durability in artificial simulation environment and spot environment is established. According to the boundary condition of the research object and the durability parameters of the corresponding concrete test piece obtained in acceleration condition, the performance degradation similar relationship of concrete structure durability in two environments is utilized, the durability evaluation and the life prediction are carried out to the research object on a spot condition.
Owner:ZHEJIANG UNIV

Antifreeze anticorrosion durable concrete and preparation method thereof

The invention discloses an antifreeze anticorrosion durable concrete. The concrete comprises the following components, by weight, 500 parts of a gelling material, 700-715 parts of medium sand, 1050 parts of broken stone, 164 parts of water and 10.56-18 parts of a water reducer, wherein the gelling material comprises 54-56wt% of cement and 44-46wt% of powder A; and the powder A comprises the following components: 30-35wt% of slag, 20-25wt% of zeolite, 35-40wt% of coal ash, 5-10wt% of long bluestone and 0-7wt% of quicklime. The invention also discloses a preparation method of the concrete. The preparation method comprises the following steps: 1, weighing raw materials of the components of the powder A according to above proportions, crushing by an ultrafine mill, and uniformly mixing; 2, weighing raw materials of the components of the concrete according to above proportions; 3, sequentially adding ordinary Portland cement, the powder A, the medium sand and the broken stone to a concrete stirring device, and stirring for 2-3min to fully and uniformly mix; and 4, slowly adding well weighed water and the well weighed water reducer to the obtained mixture while stirring, and continuously stirring for 1-2min to obtain the concrete. The concrete of the invention is high performance concrete which can resist strong sulfate corrosion, strong chloride corrosion, freeze-thaw cycles and drying and wetting cycles.
Owner:CHINA CONSTR THIRD ENG BUREAU GRP CO LTD

Manufacturing technology for autoclaving-free pole

The invention provides a manufacturing technology for an autoclaving-free pole. The specific machining technology comprises the following steps that one, prestressed steel bars and screw-thread steelare machined; two, a steel bar framework is manufactured; three, a concrete mixture is manufactured; four, mold closing and formation of the autoclaving-free pole are conducted; five, natural curing is conducted; six, mold removing is conducted; and seven, finished product inspection is conducted. The manufacturing technology for the autoclaving-free pole has the beneficial effects that by means of improvement of raw material quality, optimization of mixing proportion and adoption of an efficient water reducing agent, a large amount of energy consumption is saved on the premise that physical and mechanical properties, durability and production time of the pole are guaranteed; a cost ranging from 30 rmb to 60 rmb can be saved by each pole; production cost is reduced greatly; the history ofhigh energy consumption of the pole is changed completely; a novel breakthrough of the pole is achieved; the concrete of the autoclaving-free pole is high in durability such as chloride corrosion resistance property, freezing resistance and the like and high in latter strength; a strength loss of 17% of steam curing is avoided; the autoclaving-free pole is artistic in appearance; a non-pulp-pouring technology is adopted; meanwhile, numerous troubles of the remaining pulp are avoided; and the manufacturing technology is environmentally friendly.
Owner:泰州桓通管业有限公司

A method of electroosmotic substitution pore solution for repairing chloride corrosion of concrete structures

The invention provides an electro-osmotic pore solution replacement method for repairing chloride corrosion in concrete structures. The method includes the steps of mixing well anionic surfactant and alkali pore solution to obtain electrolyte; soaking a reinforced concrete structure sample in the electrolyte to saturate the sample; placing the saturated reinforced concrete structure sample in an electrolytic cell, dividing the electrolytic cell into anodic cell and a cathodic cell, and placing an anode and a cathode in the anodic cell and the cathodic cell respectively at the same time; pouring electrolyte into the anodic cell and pouring deionized water into the cathodic cell; subjecting rears in the reinforced concrete structure sample to ground protection, externally connecting the anode and the cathode to positive and negative electrodes of a power source respectively, applying external voltage 1-6V / cm (relative to concrete width between the anode and the cathode) between the anode and the cathode to perform electro-osmotic pore solution replacement for 7-28 days at the temperature of 0-50 DEG C. The electro-osmotic pore solution replacement method for repairing chloride corrosion in concrete structures is simple in process, low in cost, capable of lossless repairing, and widely applicable.
Owner:HOHAI UNIV

Automatic high temperature chloride corrosion resisting layer surfacing device of irregular surface and surfacing method

The invention relates to an automatic high temperature chloride corrosion resisting layer surfacing device of an irregular surface and a surfacing method. The surfacing device comprises a stander, wherein the stander is provided with a position finding device, at least one positioning band electrode surfacing head component and a workpiece seat, wherein the positioning band electrode surfacing head component comprises a positioning band electrode surfacing head and a position adjusting device for adjusting the position of the positioning band electrode surfacing head, the position adjusting device comprises a longitudinal telescopic arm, a transverse telescopic arm and a direction regulation arm, the longitudinal telescopic arm is connected with the transverse telescopic arm, and one end of the direction regulation arm is hinged with one end of the longitudinal telescopic arm or one end of the transverse telescopic arm. By adopting the automatic high temperature chloride corrosion resisting layer surfacing device, the irregular surface can be automatically and mechanically welded, the distance and angle between the surface of the workpiece and the positioning band electrode surfacing head can be adjusted in multiple angles and multiple ways, the distance between the positioning band surfacing head and the surface of the workpiece is maintained constant, the yield of the product is high, and the consistency is good; moreover, simplicity in operation can be realized, the labor intensity of workers can be alleviated, and the product quality and the production efficiency can be greatly improved.
Owner:GUANGZHOU SPECIAL PRESSURE EQUIP INSPECTION & RES INST

Test device and method for chloride salt corrosion of reinforced concrete members under continuous load

The invention provides a test device and a test method for chlorine salt corrosion of reinforced concrete components under continuous load. The device includes a continuous load loading device, a chlorine salt rapid corrosion device and a measurement and control device. Apply continuous load through the loading frame and driving device, fill the frame body sealed and fixed on the upper part of the test beam with chlorine salt solution, use the air pump to continuously inject air into the chlorine salt solution, and conduct rapid corrosion on the test beam steel bar through direct current . The main control box integrates relevant data acquisition instruments, electrochemical testers and output devices, and is controlled by a single-chip microcomputer to measure the continuous load in real time and regularly correct it to the target level, regularly test the corrosion behavior of the corroded components, collect, display, store and Print out the data. The invention can effectively simulate the actual corrosion working conditions of in-service reinforced concrete structural members under the coupling action of chloride salt environment and load, and provide scientific basis for durability evaluation of engineering structures in chloride salt environments such as oceans and salt lakes.
Owner:HOHAI UNIV
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