CN106799444A - A kind of production technology of anti-corrosion armored concrete coated reinforcement - Google Patents
A kind of production technology of anti-corrosion armored concrete coated reinforcement Download PDFInfo
- Publication number
- CN106799444A CN106799444A CN201611253516.2A CN201611253516A CN106799444A CN 106799444 A CN106799444 A CN 106799444A CN 201611253516 A CN201611253516 A CN 201611253516A CN 106799444 A CN106799444 A CN 106799444A
- Authority
- CN
- China
- Prior art keywords
- coated reinforcement
- coating
- reinforcing bar
- concrete
- reinforcement
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F11/00—Cutting wire
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D—PROCESSES FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D3/00—Pretreatment of surfaces to which liquids or other fluent materials are to be applied; After-treatment of applied coatings, e.g. intermediate treating of an applied coating preparatory to subsequent applications of liquids or other fluent materials
- B05D3/002—Pretreatement
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D—PROCESSES FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D7/00—Processes, other than flocking, specially adapted for applying liquids or other fluent materials to particular surfaces or for applying particular liquids or other fluent materials
- B05D7/14—Processes, other than flocking, specially adapted for applying liquids or other fluent materials to particular surfaces or for applying particular liquids or other fluent materials to metal, e.g. car bodies
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D—PROCESSES FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D7/00—Processes, other than flocking, specially adapted for applying liquids or other fluent materials to particular surfaces or for applying particular liquids or other fluent materials
- B05D7/24—Processes, other than flocking, specially adapted for applying liquids or other fluent materials to particular surfaces or for applying particular liquids or other fluent materials for applying particular liquids or other fluent materials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21C—MANUFACTURE OF METAL SHEETS, WIRE, RODS, TUBES OR PROFILES, OTHERWISE THAN BY ROLLING; AUXILIARY OPERATIONS USED IN CONNECTION WITH METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL
- B21C51/00—Measuring, gauging, indicating, counting, or marking devices specially adapted for use in the production or manipulation of material in accordance with subclasses B21B - B21F
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F1/00—Bending wire other than coiling; Straightening wire
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D—PROCESSES FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D2202/00—Metallic substrate
- B05D2202/10—Metallic substrate based on Fe
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D—PROCESSES FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05D2504/00—Epoxy polymers
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of production technology of anti-corrosion armored concrete coated reinforcement, belong to coated reinforcement technical field of concrete.Preparing epoxy-coated reinforcement technical process is：Raw material of reinforcement rebar selection → cutting → bending forming → secondary cut is to specified size → shaped piece surface treatment → the pre-heat treatment → spray → be heating and curing → solidify cooling；Raw material of reinforcement rebar used selects Ribbed Bar, and the cross rib of the Ribbed Bar and the altitude range of longitudinal rib are 0.6 3.2mm, and cross rib top width scope is 0.4 2.5mm, and longitudinal rib top width scope is 1.0 4.0mm；The diameter range of the Ribbed Bar is 6 50mm, and the epoxy coating is SEBF coatings.The present invention overcomes the influence factor for bringing defect in production process to coated reinforcement by improving coated reinforcement structure and establish new paint line.The coated reinforcement is applied to during seawater mixes curing concrete.
Description
Technical field
The present invention relates to coated reinforcement technical field of concrete, and in particular to a kind of anti-corrosion armored concrete coated reinforcement
Production technology, the armored concrete is suitable for moist and environment containing chlorion.
Background technology
Generally, concrete can provide a kind of alkaline environment of protectiveness for reinforcing bar, and now reinforcing bar will not occur
Corrosion.As active time strengthens, the destructive process such as concrete is carbonized, Chloride Attack gradually loses the guarantor to reinforcing bar
Shield is acted on, and the corrosion of reinforcing bar slowly takes place.In general atmospheric environment, above-mentioned corrosion process is very slow, armored concrete
Service life up to 50~70 years.But, because South China Sea Environment has, temperature high, high humidity, wind-force is strong, concentration of saline fog is high
Feature, these features can significantly speed up above-mentioned steel reinforced concrete erosion failure procedure.In such a case, common concrete
Anti-corrosion means can not be effectively sealing off capillary, aperture and its minute crack in concrete, to corrosive mediums such as water, chlorions
Infiltration is difficult to produce good blocking effect, causes concrete structure inside reinforcement corrosion serious.Once it there is corrosion in reinforcing bar
The mechanical properties such as tensile strength, the elastic modelling quantity of reinforced concrete structure can be caused to decline to a great extent, and reinforcing bar corrodes
Product can cause concrete cracking, concrete is lost its structure function.
In addition, in the process of construction of off-lying sea, mixing curing concrete using seawater can greatly reduce construction period, save
Time and financial cost.It is also a research direction gradually rising at present that seawater mixes curing concrete, the end of the year 2014, the Committee of Development and Reform,
The Ministry of Finance, Ministry of Industry and Information combine and print and distribute a few days ago《Critical material upgrading engineering construction scheme》, wherein, scheme proposes to support the South Sea
Islands and reefs construction seawater mixes foster type concrete industry.At present, seawater mixes foster type concrete annual capacity and reaches 20 ten thousand steres simultaneously
Demonstration Application is realized in Reef in Chinese South Sea construction.It is exactly by aggregate and to be gathered materials and carry out mix using seawater that seawater mixes curing concrete,
But because, containing the salt that concentration is higher, the not only aquation on cement and hardening can all produce influence, more to reinforcing bar in seawater
Corrosion protection propose greatly challenge.For the chlorine ion concentration in raw material, GB50165-1992《Concrete quality control
Standard processed》The 2.3.4 articles regulation, " in moist and containing the armored concrete in chloride environment, chlorine in concrete mix
Compound total content must not exceed the 0.1% of cement weight ".According to calculating, the weight that seawater mixes chloride in curing concrete accounts for water
The 1.2% of mud weight, greatly exceed standard required value.In addition, seawater mix curing concrete correlative study it is just just emerging
Rise, it is necessary to investigate seawater mix curing concrete in the seawater long service when reinforcing bar corrosion condition, study truly feasible corrosion
Means of defence.
As can be seen here, it is necessary to carry out durability technical research, reinforced concrete for reinforced concrete structure under South China Sea Environment
The durability protection new method and engineering technology of soil can extend the maintenance period and service life of islands and reefs structure, reduce on island
Reef interior economic input during one's term of military service.Study the durability method of reinforced concrete structure, although having in the early stage is input, but by
In service life increase, stability enhancing, safeguard and reduce so that the integrated cost of reinforced concrete structure entirety declines.
China is later to the exploitation opposing perimeter country of Reef in Chinese South Sea, lacks the construction experiences of islands and reefs infrastructure, for
How safeguarding the durability of islands and reefs infrastructure should more be paid attention to, and the corrosion protection technology for needing then needs to paddle one's own canoe and adds
To solve.Because etching problem has very strong region, and the reinforcing bar in South China Sea Environment is mixed according to conventional result of study
Xtah Crude Clay structure is estimated and is predicted, certainly will be inconsistent with actual conditions, it is therefore necessary to have in South China Sea environment to material
Targetedly study.
In general, the corrosion of armored concrete can be divided into the corrosion of concrete element ash and corrosion two parts of reinforcing bar.But
It is that the corrosion rate of the latter is generally higher than the former, and its harmfulness is also bigger.Therefore, the corrosion of general discussion armored concrete
Refer mainly to the corrosion of naked reinforcing bar in armored concrete.In addition, South Sea atmospheric environment is big temperature the characteristics of being different from general environment
Degree height, high humidity, ultraviolet foot, wind-force by force, in air containing the larger salt fog of concentration, be ocean temperature the characteristics of South China Sea
High, flow velocity is larger.These features mainly can speed up the corrosion rate of reinforced concrete.
Under normal circumstances, concrete pore solution has high alkalinity, and reinforcing bar is in passive state in this alkaline environment, because
This will not corrode.If because the reasons such as concrete carbonization destroy this alkaline environment, rebar surface is just from stabilization
Passive state is changed into unstable activated state, and corrosion is occurred.However, in the case where there is chlorion invasion, even if coagulation
The alkaline environment of soil is not destroyed, and reinforcement corrosion still may occur.
In for certain armored concrete system, only chlorine ion concentration reaches certain value, and there is water, oxygen etc. must
When wanting condition, corrosion can just occur.South China Sea temperature is high, flow velocity big, and these factors will certainly accelerate chlorion in concrete
In diffusion process, accelerate reinforcement corrosion.
For chlorion to the etching problem of armored concrete, researcher sets out from different perspectives, develops various anti-
Rotten method.For example, the packing of increase concrete or the diffusion in concrete surface application water-repellent paint to increase chlorion hinder
Power；To adding reinforcing steel bar corrosion inhibitor and corrosion inhibiter in concrete to reduce the effect of chlorion, change reinforcement corrosion anode reaction and move
Mechanics；Can also ensure that reinforcing bar is in passivation and does not corrode state using electrochemical protection.
Carrying out anti-corrosion to reinforcing bar using coating has had applicating history more long, using the buffer action of coating, makes reinforcing bar
Not with Korrosionsmedium directly contact, play a part of protection.Protection of the coating to reinforcing bar is mainly realized by buffer action, applied
The presence of layer increased the resistance that corrosive medium reaches rebar surface.Reinforcing bar is directly exposed to if coating occurs mechanical damage
In concrete containing chlorion, or coating causes anti-permeability performance to decline with time generation is aging, and both of these case all can
Coating is caused to lose buffer action, reinforcing bar is possible to corrode in this case.
Although in addition, what change is coated reinforcement mechanical property in itself do not have compared with naked reinforcing bar, reinforcing bar is applied
Surface is smoother after covering epoxy coating, and the frictional resistance between concrete is reduced, and their gripping force is slightly had reduction.One
As by select the less reinforcing bar of diameter, suitably increase thickness of concrete cover, configuration stirrup and proper extension anchoring and
The measures such as colligation length are solved.South China Sea Environment islands and reefs can pour many large-scale reinforced concrete structures when building, such as turn round king
The weight of block, I-shaped block etc. is up to tens of tons, if bar diameter used is larger, correspondingly, it is possible to use epoxy coating it is thick
Angle value may increased.In addition, for seawater mixes curing concrete, it is unknown whether above-mentioned standard is applicable.
The research that corrosion occurs on reinforcing bar shows, for general chlorine ion concentration, reinforcing bar-cement circle
Hole at face is the necessary condition that corrosion occurs.Mixing the chlorion contained in curing concrete due to seawater can make those steel
The concrete that there is gap in the middle of muscle and concrete corrodes at once after pouring.Under the same terms, with tap water by coagulation
Soil is compared, and reinforcement corrosion depth is deeper during seawater mixes curing concrete.Concrete accelerated corrosion tests show, contain chlorine ion concentration
When within permissible value, its performance is similar with without chlorion；During using seawater, chlorine ion concentration is 0.3%, and corrosion substantially adds
Speed.
Reinforced Concrete Materials is to build the off-lying sea great structural material of islands and reefs consumption.Islands and reefs are far apart from continent, traffic
The resource that inconvenience, rubble and fresh water etc. prepare steel and concrete structure lacks very much.Current way is in big land precast concrete knot
Structure, is then transported using ship, and construction cost is very high.In addition, in off-lying sea area, professional and technical personnel more than Reef in Chinese South Sea
To the maintenance of armored concrete be not as convenient as land, maintenance cost is also more much higher than land.Therefore, research is applied to islands and reefs
Construction armored concrete guard technology, and then development seawater mixes the feasibility that curing concrete is applied on islands and reefs, as current
Technical problem urgently to be resolved hurrily.
By the fast development of more than 40 years, the application techniques of coated reinforcement ten was divided into epoxy-coated reinforcement aseptic technic
It is ripe, gradually it is widely used in recent years at home.Epoxy Resin Coated Steel Bars are that a kind of surface in regular reinforcement makes
One layer of reinforcing bar of epoxy resin thin film protective layer, the external numerous studies of coating and engineer applied for many years show, using this
Planting reinforcing bar can effectively prevent the reinforcing bar under adverse circumstances to be corroded.So as to greatly improve the durability of engineering structure.Apply
Layer is general to be made using epoxy powder electrostatic coating method：To be heated to after the treatment such as regular reinforcement surface derusting, feather plucking
More than 230 degrees Celsius of high temperature, then powered epoxy powder is ejected into rebar surface, because powder particle carries electric charge,
Make absorption in rebar surface, and with its melt binding, by it is certain it is curing after just formed one layer it is complete, continuous, wrap
The epoxy resin thin film protective layer of whole rebar surface.Epoxy coating is not reacted with it with acid, alkali etc., with high change
Learn stability and ductility is big, drying shrinkage is small, the characteristics of there is splendid adhesiveness with metal surface, obstruct is formd in rebar surface
Its physical barriers contacted with moisture, oxygen, chloride or corrosive medium, meanwhile, also because it has obstruct reinforcing bar with external world's electricity
Flow the function of contact and be considered as chemical-electrical ion anti-corrosion barrier.
The content of the invention
It is an object of the invention to provide a kind of production technology of anti-corrosion armored concrete coated reinforcement, by tradition
The coated reinforcement mode of production is changed, and overcomes the influence factor for bringing defect in production process to coated reinforcement.Main innovation
Route is started with from adjustment concrete-steel rib structure, changes the mode of action between reinforcing bar and concrete, and the introducing for reducing coating is right
Hold hoop power abated effect；Change steel bar meter technical process, solve the problems, such as that wall and corner effect and coating processes produce stress；
Set up environmentally friendly, efficient coating process.
To achieve the above object, the technical solution adopted by the present invention is：
A kind of production technology of anti-corrosion armored concrete coated reinforcement, comprises the following steps：
(1) raw material of reinforcement rebar selection Ribbed Bar, the cross rib of the Ribbed Bar and the altitude range of longitudinal rib are 0.6-
3.2mm, cross rib top width scope is 0.4-2.5mm, and longitudinal rib top width scope is 1.0-4.0mm；The diameter range of the Ribbed Bar
It is 6-50mm；The cross rib center spacing range of the Ribbed Bar is 3.7-16mm, and cross rib end maximum spacing range is 1.8-
15.5mm。
(2) shaped piece of structure needed for turning into through bending forming after reinforcing bar cutting；
(3) by shaped piece through secondary cut to specified size, and it is fillet by the corner cut polishing at reinforcing bar two ends；
(4) sprayed after the shaped piece surface treated and the pre-heat treatment after being processed through step (3), spraying process is used
Electrostatic or the spraying of friction rifle or fluid bed, epoxy coating is obtained after spraying in rebar surface, and the epoxy coating is SEBF coatings；
The epoxy coating is individual layer or bilayer, and thickness in monolayer is 220~350 μm, and double-deck gross thickness is 250-400 microns, coating table
Face is smooth type or numb sand mold.
(5) it is heating and curing：
(6) solidification cooling：According to the curing process parameter of powder, rear curing time and production line transmission speed, control are adjusted
The time of system circulation running water pressure cooling, it is cooled to 100 DEG C of ＜, the anti-corrosion armored concrete after solidification cooling i.e. described in acquisition
Use coated reinforcement.
In above-mentioned steps (4), the surface treatment refers to applied chemistry method or other methods for not reducing reinforcement property
(such as Shot Blasting) carries out the surface of purified treatment reinforcing bar, and rebar surface must not have macroscopic pollutant and oxidative phenomena；
Before application rebar surface without grease, it is dustless and without paint etc. dirt.
In above-mentioned steps (4), the pre-heat treatment refers to that before coating coating, steel surface preheats 150-350 DEG C, makes
Measured with infrared thermometer or tempilstick.
After above-mentioned steps (6) carry out solidification cooling, reinforcing bar leak source and Thickness sensitivity are carried out to gained coated reinforcement, detected
Detected that the coating layer thickness after solidification should be in design using DC low-voltage 67.5V or high-voltage spark leak detection tester in journey
Scope between.
Hoop power (bond stress) of holding between the epoxy coating and concrete of the coated reinforcement is 5000-10000Kg.
Anti-corrosion armored concrete of the present invention coated reinforcement suitable for moist and environment containing chlorion, especially
Curing concrete is mixed suitable for seawater, chloride total content 0.2-0.5wt.% in concrete mix.
The seawater mixes curing concrete to be formed after coated reinforcement is added in concrete mix, and concrete mix is
Refer to the concrete of seawater mixing.
The coated reinforcement that the present invention improves after production technology has very big breakthrough compared to prior art, and its significant advantage is such as
Under：
1st, coated reinforcement system not only needs to meet the barrier propterty in corrosive environment under arms, in addition it is also necessary to take into account coating
Hoop power is held between reinforcing bar and concrete, the two is reached balance well and is coordinated.Result of study shows, applies epoxy-coated reinforcement
Hold hoop power to have declined compared with regular reinforcement, the staple that composition holds hoop power has following three aspect：Between reinforcing bar and concrete
Mechanical interlocked power, chemical adhesion and frictional force.The present invention starts with from mechanical interlocked power is improved, and improves concrete-steel rib size simultaneously
Optimization reinforcement parameter, so as to effectively solve the problems, such as that hoop power is held between coated reinforcement and concrete to be declined, making up to engineering should
Use standard.
2nd, secondary cut to specified size is carried out again after raw material of reinforcement rebar elder generation of the present invention brake forming, be then surface-treated,
Hot spraying, so as to avoid in former technique because secondary cut brings coating repaired mouth problem, greatly reduces holiday, applies
Packing quality is significantly improved.
3rd, the production of coated reinforcement is manually bent after first powder spray in the prior art, in new technology of the present invention then
It is to carry out hot spraying again after first flexural deformation, the new technology compensates for the deficiency in former technique, is prevented effectively from knee painting
Layer problem of Cracking：Moment reinforcement has stress, and reinforcement stresses cannot be released in former technique, during coated reinforcement military service,
Knee turns into most perishable position；There are problems that the cooperative transformation of reinforcing bar and coating in former technique simultaneously, when the two deformation journey
Degree is inconsistent, will cause coating cracking or unsticking, and this must all re-start spraying, namely need to carry out patching coating, existing
Field construction causes that coating quality cannot ensure that also most weak in most perishable position safeguard procedures, this will greatly shorten Coated Steels
Muscle service life, causes the huge waste of resource, manpower, financial resources.And the new technology that the present invention is used effectively prevent the above not
Foot, greatly improves coated reinforcement service life.
Brief description of the drawings
Fig. 1 is coated reinforcement structural representation prepared by the present invention；In figure：(a) coated reinforcement sectional view；(b) band rib steel
Muscle.
Fig. 2 is existing coated reinforcement production technological process.
Fig. 3 is each group reinforcing bar sample reinforcing bar outside drawing after immersion 9 days in the chlorine High Alkalinity Medium high in table 1.
Fig. 4 is reinforcing bar polarization curve after each reinforcing bar sample soaks 4 days in table 1；In figure：(a) B1, H1, XB1, XH1；(b)
B2, H2, XB2, XH2；(c) B3, H3, XB3, XH3.
Fig. 5 is reinforcing bar electrochemical impedance figure after each reinforcing bar sample soaks 9 days in table 1；In figure：(a) B1, H1, XB1, XH1；
(b) B2, H2, XB2, XH2；(c) B3, H3, XB3, XH3.
Fig. 6 is paint line schematic diagram of the present invention.
Fig. 7 is coated reinforcement production technological process of the present invention.
Fig. 8 is Life Prediction Model of the coated reinforcement of the present invention under islands and reefs environment.
Fig. 9 is the soak test of coated reinforcement resistance to salt water of the present invention；Wherein：A () is for after 192 days timeliness；B () is 85 days
After timeliness.
Figure 10 is rod iron face coat in concrete in embodiment 1.
Figure 11 is rod iron face coat adhesive force lab diagram in concrete in embodiment 1.
In figure：1- epoxy coatings；2- Ribbed Bars；21- longitudinal ribs；22- cross ribs.
Specific embodiment
Below in conjunction with drawings and Examples in detail the present invention is described in detail.
The present invention adopts new technology and is prepared for anti-corrosion armored concrete coated reinforcement, coated reinforcement structure such as Fig. 1.The painting
Layer reinforcing bar includes Ribbed Bar 2 and epoxy coating 1, and epoxy coating 1 is coated on the surface of Ribbed Bar 2；The horizontal stroke of the Ribbed Bar 2
The altitude range of rib 22 and longitudinal rib 21 is 0.6-3.2mm, and the top width scope of cross rib 22 is 0.4-2.5mm, and the top width scope of longitudinal rib 21 is
1.0-4.0mm；The diameter range of the Ribbed Bar 2 is 6-50mm, and the epoxy coating 1 is SEBF coatings.
The cross rib center spacing range of the Ribbed Bar is 3.7-16mm, and cross rib end maximum spacing range is 1.8-
15.5mm.The epoxy coating is individual layer or bilayer.Thickness in monolayer is 220~350 μm, and double-deck gross thickness is 250-400 microns,
Coating surface is smooth type or numb sand mold.The end corner cut of the coated reinforcement is made by grinding process or forging and stamping removal acute angle
Its end corner cut turns into fillet.
Following comparative example presses above-mentioned Ribbed Bar specification with the selection of raw material of reinforcement rebar in embodiment.
Comparative example 1
The technological process of production of this example Epoxy Resin Coated Steel Bars is as shown in Fig. 2 technical process is：Raw material of reinforcement rebar is selected
→ the pre-heat treatment → electrostatic spraying → be heating and curing → solidify cooling for → cutting → rebar surface treatment (sandblasting purification, " feather plucking ")
→ brake forming → secondary cut → bare metal repairing (reinforcing bar cut end mouthful, corner coating damage) → practical application.
In process above, come with some shortcomings：(1) using first spray epoxy coating, bending machining is then carried out, this
Prevent coated reinforcement performance from ensureing well, knee coating is easy to crack, reinforcing bar has stress so that during military service, curved
Turn into barrier propterty weakest link at song, have following experiment as evidence.
For contrast first spray bend afterwards and bend after protective effect of the spray-on coating to reinforcing bar, carried out following experiment：Choosing
The close coated reinforcement of knee outward appearance is selected, i.e., coating intact reinforcing bar in knee is right to study under magnifying glass and microscope
As see the table below 1, corrosion resistance of both the research in chlorine High Alkalinity Medium high.
The coated reinforcement sample of the various processes of table 1 and coating layer thickness
By four groups in table 1 end reinforced connection copper conductors, knee is soaked in the concrete simulated solution for being introduced into chlorion.
The chemical properties such as regular polarization curve, OCP, impedance to reinforcing bar sample are tested, the experimental data of test
As shown in Figure 3.
Observed by the bending section outward appearance to reinforcing bar sample, it is little from the two differentiation in appearance, but in microscope
Under but it can be found that first spraying the reinforcing bar coating surface of bending process again occurs in that different degrees of rupture, and first bend and spray again
Apply reinforcing bar sample its face coat and obvious slight crack do not occur.Spraying coating process is not after first bending is demonstrated in terms of the coating continuity
Easily make coating cracking.
Polarization curve be assessment the most basic method of metallic material corrosion, by corrosion potential and exchange current density come
Assessment, the smaller corrosion resistance of exchange current density is stronger.The measurement of polarization curve is carried out to each reinforcing bar sample in table 1, Fig. 4 is two
The polarization curve result of type coating reinforcing bar.Analyzed by the polarization curve to reinforcing bar sample, it can be found that exchange current density is along B
Group → H groups → XB groups → XH groups are sequentially reduced, and corrosion potential is gradually shuffled, prepared by this explanation spraying coating process after first bending
The steel bar anti-corrosion corrosion of coating can be more preferably；And relative to same process, coating thickeies contributes to corrosive nature to improve.
Electrochemical impedance spectroscopy can effectively analyze the form of coated reinforcement failure, including can reflect that corrosive medium penetrates into painting
The state for causing coated reinforcement to corrode after layer.Electrochemical impedance spectroscopy (EIS) to two type coating reinforcing bars in table 1 has been also carried out surveying
Examination, test result is shown in Fig. 5.By the electrochemical impedance atlas analysis to reinforcing bar, it can be seen that the electrification of the reinforcing bar sample of XH groups
Learn impedance spectrum and differ markedly from other 3 groups, the phase angle collection of illustrative plates of XH groups maintains the feature that coated reinforcement system soaks the initial stage,
Represent now moisture and do not penetrate into coating/substrate interface, rebar surface does not corrode.Thus illustrate first to bend the Coated Steels for spraying afterwards
Shielding action of the muscle to corrosive medium is preferable.
(2) it is bad, it is necessary to carry out secondary cut test specimen for forming dimension assurance after bending, on the one hand, secondary cut is made
Into raw material losses；On the other hand coating is destroyed, new repair coating is completed at the scene, and coating quality cannot ensure, applies break
Falling into turns into hidden danger.
Embodiment 1
, by improving coated reinforcement structure and establishing new paint line, the production line will be to conventional coatings for the present invention
The reinforcing bar mode of production is changed, and overcomes the influence factor for bringing defect in production process to coated reinforcement.Main innovation route
It is to start with from adjustment concrete-steel rib structure, changes the mode of action between reinforcing bar and concrete, reduces the introducing of coating to holding hoop
The abated effect of power；Change steel bar meter technical process, solve the problems, such as that wall and corner effect and coating processes produce stress；Build
Found environmentally friendly, efficient coating process.New coating reinforced bar engineering technology path is shown in Fig. 6.
The present invention formulates epoxy-coated reinforcement new technology as shown in fig. 7, technical process is：Raw material of reinforcement rebar selection → cutting
→ bending forming → secondary cut is to specified size → shaped piece surface treatment → the pre-heat treatment → spraying (fluid bed, electrostatic
Apply) → be heating and curing → solidify cooling → practical application；The technique detailed process is as follows：
(1) selection of raw material of reinforcement rebar：
The raw material of coated reinforcement are Ribbed Bar, and the altitude range of cross rib and longitudinal rib is 0.6-3.2mm, cross rib top width model
It is 0.4-2.5mm to enclose, and longitudinal rib top width scope is 1.0-4.0mm, and cross rib center spacing range is 3.7-16mm, and cross rib end is maximum
Spacing range is 1.8-15.5mm；The diameter range of Ribbed Bar is 6-50mm.
(2) surface treatment of reinforcing bar：
Applied chemistry method or other methods (such as Shot Blasting) for not reducing reinforcement property carry out purified treatment reinforcing bar
Surface, rebar surface must not have macroscopic pollutant and oxidative phenomena.Rebar surface without grease, dustless and nothing before application
The dirts such as paint.
(3) reinforcing bar preheating：
Before coating coating, steel surface is preheating to specified for temperature ranges, is surveyed using infrared thermometer or tempilstick
Amount.
(4) reinforcing bar application：
Sprayed or fluid bed with electrostatic or friction rifle, individual layer film forming thickness individual layer：220~350 μm of (minimum thickness ≮ 200 μ
M), it is double-deck：250~400 μm (minimum thickness ≮ 220 μm), coating surface can should be smooth type or numb sand mold.
(5) reinforcing bar solidify afterwards and pressure is cooled down：
According to the curing process parameter of powder, rear curing time and production line transmission speed, control circulation running water are adjusted
The time of cooling is forced, 100 DEG C of ＜ is cooled to.
(6) reinforcing bar leak source and Thickness sensitivity：
Detected using DC low-voltage 67.5V or high-voltage spark leak detection tester, shock processing parameter is carried out online
Adjustment, coating layer thickness after solidification should be between the scope of design.
Performance detection：
Assessment failure behaviour of the coating in seawater mixes curing concrete be inquire into seawater mix curing concrete should in Reef in Chinese South Sea
Use Basic Ways.Early stage of the present invention is mixed curing concrete to seawater and carried out part work, and discovery is only used for no-reinforcing-bar structure, and
There is accumulation of salt in the surface soil phenomenon, limit its range of application, if wherein reinforcing bar can meet the requirement for anticorrosion of long-term use, will greatly increase
Application feasibility, meanwhile, consider to be also required to solve the problems, such as the accumulation of salt in the surface soil from outward appearance.The coated reinforcement of the different degree of protection of present invention selection
It is research object, using high temperature, drying and watering cycle Acceleration study method, contrasts in high alkalinity and high Cl- concentration concrete solution
Floating coat steel failure behavior, sets up Life Prediction Model of the coated reinforcement under islands and reefs environment accordingly, differentiates that seawater is mixed and supports mixed
Solidifying soil is in islands and reefs application feasibility.Basic line is shown in Fig. 8.
The reinforcing bar coating performance test of the present embodiment is as follows：
(1) pin-free without defective workmanship, thickness is uniform, and thickness is not less than 300 μm；
(2) with the coating of long-term wet adhesion high, be immersed in 90 DEG C/15 days in NaCl solution be one-level；Distillation
Water, 15d, 1~2 grade；
(3) the anti-Cl of coating-Permeability, 45d, 3mol/L NaCl, 24 DEG C, ＜ 1 × 10-4M；
(4) salt spray test, 5wt.%NaCl, 35 DEG C, 800h；
(5) cathodic disbonding, 168h-1.5V 3wt.%NaCl, 24 DEG C, disbondment radius ＜ 3mm；
(6) adhesion strength, >=50MPa；
Reaching requirements above can improve crosslink density mode, because using steel of the invention using abundant solidify coating
Muscle production technology, the bending resistance requirement to coating declines.Need to improve coating cure phase rheological property, reduce coating and formed
During mobility.
For new coating reinforcing bar of the invention, its hoop power of holding with concrete is asking of being must take into consideration in application process
Topic, generally regulation are not less than naked reinforcing bar and hold the 85% of hoop power with concrete, but do not have clear stipulaties to specific data.Due to this hair
It is bright to employ new structure rib type, reinforcing bar and concrete longitudinal direction contact area are increased, therefore the corresponding reinforcing bar of raising is held into hoop
Power, following experiment has been carried out for this.
For the antiseptic property for making coating strengthens with bruise resistance, can be using double-deck melting FBE.It is double
Layer melting FBE is that once spraying film forming is completed, and the FBE of bottom provides antiseptic property, and outer layer increases
Strong FBE improves the bruise resistances such as the shock resistance of coating.Because two layers of coatings has identical molecule
Structure, with good compatibility, does not allow to produce interlaminar separation phenomenon.It is applicable to the application of reinforcing bar.
Using Unite States Standard ASTM A944-10《Compare the standard of the adhesion strength of reinforcing bar and concrete using beam-ends test specimen
Method of testing》, the present embodiment new reinforcing steel bar is tested with concrete and coated reinforcement with the adhesion strength of concrete.
The bar diameter of use is respectively two kinds of specifications of Φ 12mm and Φ 25mm, and reinforcing bar grade is HRB400E.Every kind of rule
Lattice prepare 3 groups of reinforced concrete soil samples by GB reinforcing bar, new reinforcing steel bar and the present embodiment coated reinforcement, and every group of sample contains 4 samples
Product, altogether 6 groups of 24 samples.The present embodiment coated reinforcement is sprayed using SEBF clinkery epoxy powder coatings, coating layer thickness control
Between 250~400 microns.Each grip hoop power measurement result such as table 2 below.
Table 2
Result above shows that the bond stress of the new reinforcing steel bar after the present embodiment optimization steel rib exceedes former GB rebar standardses；
The bond stress of the present embodiment new coating reinforcing bar has been basically reached or more than uncoated former GB rebar standardses.
It is using the soak test of resistance to salt water, the coating rod iron of different systems is qualified with leak source rear embedding in detection thickness
In live silicate concrete, using temperature, 23 DEG C ± 3 DEG C, 60 DEG C ± 3 DEG C are immersed in 3.5wt.%NaCl solution, respectively
Carry out 192 days and 85 days timeliness, observation coating rod iron is on active service failure procedure in concrete, sees Fig. 9.It is molten from 3.5wt.%NaCl
After liquid is impregnated into the aging time of design, by concrete rupture, take out epoxy coating rod iron, carry out respectively surface corrosion destruction and
Wet adhesion is tested.
From in terms of surface corrosion destructiveness, the surface of new coating rod iron of the present invention is intact, sees Figure 10, uses 67.5V Mare Humorums
Continuous leak detector detects that the coating of each parcel is insulation.
Then the coating surface knife in parcel location draws the straight line for being deep to rod iron matrix, does adhesive force experiment, sees Figure 11,
It it is 1 grade by coating adhesion Experimental Evaluation with reference to SY/T 0315-2013 wet adhesion standards.
Explanation the preferred embodiments of the present invention are the foregoing is only, protection scope of the present invention is not limited to；It is all its
It should be included in described patent application and power without departing from the equivalent change or modification that are completed under the spirit disclosed in invention
In sharp claimed range.
Claims (9)
1. a kind of production technology of anti-corrosion armored concrete coated reinforcement, it is characterised in that：The production work of the coated reinforcement
Skill comprises the following steps：
(1) raw material of reinforcement rebar selection Ribbed Bar, the cross rib of the Ribbed Bar and the altitude range of longitudinal rib are 0.6-3.2mm,
Cross rib top width scope is 0.4-2.5mm, and longitudinal rib top width scope is 1.0-4.0mm；The diameter range of the Ribbed Bar is 6-
50mm；
(2) shaped piece of structure needed for turning into through bending forming after reinforcing bar cutting；
(3) by shaped piece through secondary cut to specified size, and it is fillet by the corner cut polishing at reinforcing bar two ends；
(4) sprayed after the shaped piece surface treated and the pre-heat treatment after being processed through step (3), spraying process uses electrostatic
Or the spraying of friction rifle or fluid bed, epoxy coating is obtained in rebar surface after spraying, the epoxy coating is SEBF coatings；
(5) it is heating and curing：
(6) solidification cooling：According to the curing process parameter of powder, rear curing time and production line transmission speed are adjusted, control is followed
Ring running water forces the time of cooling, is cooled to 100 DEG C of ＜, solidifies the anti-corrosion armored concrete described in being obtained after cooling down and applies
Layer reinforcing bar.
2. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：Step
(4) in, the surface treatment refers to that applied chemistry method or other methods (such as Shot Blasting) for not reducing reinforcement property are carried out
The surface of purified treatment reinforcing bar, rebar surface must not have macroscopic pollutant and oxidative phenomena；The rebar surface before application
Without grease, it is dustless and without paint etc. dirt.
3. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：Step
(4) in, the pre-heat treatment refers to, before coating coating, steel surface preheats 150-350 DEG C, using infrared thermometer or
Tempilstick is measured.
4. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：Step
(6) after carrying out solidification cooling, reinforcing bar leak source and Thickness sensitivity are carried out to gained coated reinforcement, DC low-voltage is used in detection process
67.5V or high-voltage spark leak detection tester are detected that the coating layer thickness after solidification should be between the scope of design.
5. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：The band
The cross rib center spacing range of rib reinforcement is 3.7-16mm, and cross rib end maximum spacing range is 1.8-15.5mm.
6. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：The ring
Oxygen coating is individual layer or bilayer, and thickness in monolayer is 220~350 μm, and double-deck gross thickness is 250-400 microns, and coating surface is light
Slip or numb sand mold.
7. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：The painting
Hoop power of holding between the epoxy coating and concrete of layer reinforcing bar is 5000-10000Kg.
8. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：It is described
Coated reinforcement is applied in the moist and environment containing chlorion.
9. the production technology of anti-corrosion armored concrete coated reinforcement according to claim 1, it is characterised in that：The painting
Layer reinforcing bar is applied to during seawater mixes curing concrete, and chloride total content is 0.2-0.5wt.% in concrete mix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611253516.2A CN106799444A (en) | 2016-12-30 | 2016-12-30 | A kind of production technology of anti-corrosion armored concrete coated reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611253516.2A CN106799444A (en) | 2016-12-30 | 2016-12-30 | A kind of production technology of anti-corrosion armored concrete coated reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106799444A true CN106799444A (en) | 2017-06-06 |
Family
ID=58985372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611253516.2A Pending CN106799444A (en) | 2016-12-30 | 2016-12-30 | A kind of production technology of anti-corrosion armored concrete coated reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106799444A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109821923A (en) * | 2019-02-26 | 2019-05-31 | 桂林理工大学 | A kind of production method of anti-corrosion coating plain bar |
| CN115770843A (en) * | 2022-12-08 | 2023-03-10 | 中铁二十三局集团有限公司 | Non-binding connection method for insulating steel bar framework |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0423849A2 (en) * | 1986-08-23 | 1991-04-24 | Blome GmbH & Co. Kommanditgesellschaft | Process to enwrap a piece of steel with a plastic layer |
| CN2515332Y (en) * | 2001-11-23 | 2002-10-09 | 北京中铁建协技术开发有限公司 | 6.25mm diameter spiral rib steel wire for railroad prestressed concrete rail bearing |
| CN2718109Y (en) * | 2003-07-26 | 2005-08-17 | 李秀云 | High-strength low-relaxation prestressed reinforcied steel with ribs |
| KR100861578B1 (en) * | 2008-06-18 | 2008-10-07 | 신승수 | Frp re-bar for reinforcing concrete structure and its manufacturing method |
| CN101545302A (en) * | 2008-03-25 | 2009-09-30 | 飞燕电工股份有限公司 | Insulation package reinforcement material buried in concrete and manufacturing process thereof |
| CN201474172U (en) * | 2009-08-05 | 2010-05-19 | 江阴市华金交通建材有限公司 | Epoxy steel bar with ribs on three surfaces |
-
2016
- 2016-12-30 CN CN201611253516.2A patent/CN106799444A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0423849A2 (en) * | 1986-08-23 | 1991-04-24 | Blome GmbH & Co. Kommanditgesellschaft | Process to enwrap a piece of steel with a plastic layer |
| CN2515332Y (en) * | 2001-11-23 | 2002-10-09 | 北京中铁建协技术开发有限公司 | 6.25mm diameter spiral rib steel wire for railroad prestressed concrete rail bearing |
| CN2718109Y (en) * | 2003-07-26 | 2005-08-17 | 李秀云 | High-strength low-relaxation prestressed reinforcied steel with ribs |
| CN101545302A (en) * | 2008-03-25 | 2009-09-30 | 飞燕电工股份有限公司 | Insulation package reinforcement material buried in concrete and manufacturing process thereof |
| KR100861578B1 (en) * | 2008-06-18 | 2008-10-07 | 신승수 | Frp re-bar for reinforcing concrete structure and its manufacturing method |
| CN201474172U (en) * | 2009-08-05 | 2010-05-19 | 江阴市华金交通建材有限公司 | Epoxy steel bar with ribs on three surfaces |
Non-Patent Citations (3)
| Title |
|---|
| 中国人民共和国国家质量监督检验检疫总局及中国国家标准化管理委员会: "钢筋混凝土用钢 第2部分：热轧带肋钢筋", 《中国人民共和国国家标准 GB 1499.2-2007》 * |
| 史佩栋等: "《桩基工程手册（桩和桩基础手册）》", 30 June 2015 * |
| 吴金岳等: ""环氧涂层钢筋及其应用"", 《腐蚀与防护》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109821923A (en) * | 2019-02-26 | 2019-05-31 | 桂林理工大学 | A kind of production method of anti-corrosion coating plain bar |
| CN115770843A (en) * | 2022-12-08 | 2023-03-10 | 中铁二十三局集团有限公司 | Non-binding connection method for insulating steel bar framework |
| CN115770843B (en) * | 2022-12-08 | 2023-11-03 | 中铁二十三局集团有限公司 | Non-binding connection method for insulating reinforcement cage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206625458U (en) | A kind of anti-corrosion armored concrete coated reinforcement | |
| Bentur et al. | Steel corrosion in concrete: fundamentals and civil engineering practice | |
| Tang et al. | Impact and corrosion resistances of duplex epoxy/enamel coated plates | |
| CN106854915A (en) | A kind of anti-corrosion armored concrete coated reinforcement and its application | |
| Batis et al. | Effects of migrating inhibitors on corrosion of reinforcing steel covered with repair mortar | |
| CN104878743B (en) | A kind of ocean engineering prestressed reinforced concrete pile foundation anti-corrosion material and construction method thereof | |
| CN106702991A (en) | Seawater concrete | |
| Darwin et al. | Multiple corrosion protection systems for reinforced concrete bridge components | |
| CN105585883A (en) | Low-temperature sintering coating for steel reinforcing bar corrosion prevention and coating method thereof | |
| CN106799444A (en) | A kind of production technology of anti-corrosion armored concrete coated reinforcement | |
| Criado | The corrosion behaviour of reinforced steel embedded in alkali-activated mortar | |
| Wang et al. | Inhibition resistance and mechanism of migrating corrosion inhibitor on reinforced concrete under coupled carbonation and chloride attack | |
| Lv et al. | Experimental study on the durability and microstructure of marine concrete covered with barnacles | |
| CN104926231B (en) | A kind of steel resistance rust and the coating of protection and preparation method thereof | |
| Sun et al. | Influence of corrosion on the interface between zinc phosphate steel fiber and cement | |
| Książek | RETRACTED: The experimental investigations of propriety and applies in the building special coating–Sulfur polymer composite as the industrial waste material | |
| CN206721855U (en) | A kind of seawater mixes curing concrete | |
| CN102183453A (en) | Method for measuring potential of micro electrode of chlorine ion corrosion resistant anti-seismic steel | |
| Topcu et al. | Experimental investigation of utilizing chemical additives and new generation corrosion inhibitors on reinforced concrete | |
| CN106677148A (en) | Preparing method of seawater concrete | |
| Książek | RETRACTED: The evaluate tendencies of corrosion process for reinforcing steel when covered with special polymer sulfur coating | |
| CN207513290U (en) | A kind of transmission tower main material root long-life anticorrosion structure | |
| CN106287008A (en) | A kind of long-effective corrosion etching method of embed-type Prestressed concrete cylinder pipe | |
| Andrade | Coating protection for reinforcement: state of the art report | |
| Shi et al. | Replacing thermal sprayed zinc anodes on cathodically protected steel reinforced concrete bridges |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170606 |