CN102900004A - Vibration-free anti-slip lane and construction method thereof - Google Patents
Vibration-free anti-slip lane and construction method thereof Download PDFInfo
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- CN102900004A CN102900004A CN2012104451519A CN201210445151A CN102900004A CN 102900004 A CN102900004 A CN 102900004A CN 2012104451519 A CN2012104451519 A CN 2012104451519A CN 201210445151 A CN201210445151 A CN 201210445151A CN 102900004 A CN102900004 A CN 102900004A
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Abstract
The invention discloses a vibration-free anti-slip lane and a construction method thereof. The lane consists of a basic element ground layer, an interface sealing layer, a compression-resistant layer, a skid-resistant layer and a surface curing layer from the bottom to top; the thickness of the interface sealing layer is 0.1mm; the thickness of the compression-resistant layer is 3mm; the thickness of the skid-resistant layer is 3mm; and the thickness of the surface curing layer is 0.1mm. Simultaneously, the invention further discloses a construction method of the lane. The anti-slip lane disclosed by the invention has the advantages of being resistant to abrasion, compression and impact, good in anti-skid performance, stable, comfortable and vibration-free, beautiful in patterns, high in marking performance, and the like.
Description
Technical field
The present invention relates to the anti-skidding field of road, be specifically related to a kind of shockproof on-slip track and job practices thereof.
Background technology
The nearly cement bank of antiskid lane track, granite track, epoxy stucco track, the Antiskid ceramic tile track of climb and fall commonly used are several at present.All there is its shortcoming separately in these several tracks, and wherein, the comfortableness in cement bank track, durability, aesthetic property are all poor, and maintenance cost is high, long construction period; Granite track cost is high, and aesthetic property is bad, and damping and amortization is poor; The durability in epoxy stucco track is poor; Antiskid ceramic tile track damping and amortization is poor.
Summary of the invention
Purpose of the present invention is exactly the deficiency for present antiskid lane, provides a kind of skid resistance good, and abrasion resistance is large, the shockproof on-slip track of short construction period.
The present invention has taked following technical scheme:
A kind of shockproof on-slip track, it is characterized in that: described track is comprised of plain stratum, basis, interfacial seal layer, resistance to compression layer, skid resistant course and surface maintenance layer from bottom to up, described interfacial seal layer thickness is 0.1mm, the thickness of described resistance to compression layer is 3mm, the thickness of described skid resistant course is 3mm, and the thickness of described surface maintenance layer is 0.1mm.
Described interfacial seal layer is directly to place the concrete surface layer to seal formation with osmosis type micropore charing interfacial seal agent, described resistance to compression layer is to form by smear the polygonal property of one deck hardness mineral aggregate and watersoluble modified resin at the interfacial seal layer, described skid resistant course is to form by polygonal property hardness mineral aggregate and watersoluble modified resin are sprayed on the resistance to compression layer, and described surface maintenance layer is to form by the surface maintenance agent is sprayed on the skid resistant course.The used polygonal property hardness mineral aggregate of described resistance to compression layer and skid resistant course has good skid resistance and crushing resistance, and used watersoluble modified resin has good water proofing property and lower temperature resistance.The materials such as used polygonal property hardness mineral aggregate and watersoluble modified resin are than the cement bank, granite etc., reduced the noise that rubs between vehicle tyre and track, reduced common track to the damage of doughnut, damping capacity is strong, it is comfortable to control sense, and Characteristic fluctuation is low, and the cost compare of material therefor is low.Described surface maintenance layer has prolonged the application life in track to the further maintenance in track.
Described interfacial seal agent is waterborne epoxy modified resin.
Described surface maintenance agent is methyl polyacrylic acid formicester.
A kind of shockproof on-slip of the present invention track, by plain stratum, basis, interfacial seal layer, resistance to compression layer, skid resistant course and surface maintenance layer totally five layers form, remove basic plain stratum, remaining four layers are comprised of extraordinary effect polymer, modified resin, polygonal property hardness mineral aggregate, other admixtures and Admixture.
Compare with existing conventional antiskid lane, adopt of the present invention a kind of shockproof on-slip track of technique scheme to have following advantage:
1, wear-resisting, withstand voltage, shock-resistant, effectively prolong Road Service Life;
2, non-skid property is good, steadily comfortable shockproof;
3, pattern distinctness attractive in appearance, guidance quality are strong, and eye-catching safety is beautified the environment;
4, reduce the Vehicle Driving Cycle noise, improve driving condition;
5, drainage performance is good, and ponding, reduction and even elimination do not dabble and water smoke, increases the rainy day travel safety;
6, resistance to low temperature is good, and resistant to thermal aging;
7, seamless surface, incrust and cracking;
8, short construction period, about a week, cost is lower basically, and service time is short, is easy to safeguard that maintenance cost is low.
Another object of the present invention is to provide the job practices in above-mentioned shockproof on-slip track, and its job practices is as follows:
(1) terrace pre-treatment: the planeness after concrete or leveling layer shrink is 5mm, is not drenched with rain when guaranteeing construction simultaneously;
(2) based process: polishing ground: the polishing alligatoring of whole ground, the local out-of-flatness on ground is polished flat; Repair ground: the inner corner trim of ground pit, shrinkage joint and damage will be repaired flat with resin mortar;
(3) floor-care: carry out floor-care, until water content≤8%;
(4) the interfacial seal layer is processed: directly place the concrete surface layer to seal waterproof, the antiacid caustic corrosion that strengthens concrete with osmosis type micropore charing interfacial seal agent, guarantee and the interface bonding of resistance to compression layer that thickness is 0.1mm;
(5) the resistance to compression layer is processed: the ratio take mass ratio as 5:1 to 8:1 spreads upon on the interfacial seal layer with polygonal property hardness mineral aggregate and watersoluble modified resin blend thing, and the consumption of used coating is 4-5kg/M
2, coating layer thickness is 3mm;
(6) paste U.S. line paper: on the resistance to compression layer, paste on request U.S. line paper;
(7) skid resistant course is processed: the ratio take mass ratio as 5:1 to 8:1 is sprayed on the resistance to compression layer with polygonal property hardness mineral aggregate and watersoluble modified resin blend thing, and the consumption of used coating is 4kg/M
2, coating layer thickness is 3mm;
(8) the skid resistant course construction finishes after the skid resistant course surface reaches capacity drying, to whole working face sprayed surface curing agent, to carry out the air-drying property maintenance in a week after 12 hours.
The interfacial seal agent of interface described in the step 4 is waterborne epoxy modified resin.
The agent of surface maintenance described in the step 8 is methyl polyacrylic acid formicester.
This job practices is simple, and cost is lower, and the cycle is shorter, is easy to promote the use of.
Following points for attention are arranged in work progress:
1, to the major requirement on basis element ground:
(1) qualified plain stratum should reach without infiltration, without leak, without dusting, expose and the smooth smooth requirement of surface layer without foundry goods;
(2) thickness must more than the C25, be built in basic plain stratum: newly build as more than the 20cm, the reconstruction of used car road is built thickness and is preferably 5-10cm;
(3) shrinkage joint must be cut in basic plain stratum, and spacing is not less than 6 meters;
(4) the whole piece ramp must arrange the gutter, and ramp two ends are respectively established one, and the centre is then looked ramp length and arranged one to some.The water content on ground can not be higher than 8%;
(5) concrete surface needs smooth cleaning, needs before the construction to remove the residual quarrel of cement, rubbish, removing grease foreign material, and damaged part need be repaired smooth.
2, the repairing on basis element ground requires:
(1) repairing of corner: priming need be cleaned first, be coated with to the repairing for the corner of breakage, adopts resin mortar or epoxy mortar to repair again;
(2) repairing in crack: repair for thicker crack epoxy available mortar or resin mortar; Need to cut the wide u font seam of about 1cm along the crack, then repair with epoxy mortar with cutting machine first for thinner crackle;
(3) repairing on serious damage ground: adopt high-intensity resin mortar or epoxy mortar to repair for badly damaged ground, palpus.Clear up first repairing face during repairing, then be coated with priming, repair with patching material again;
(4) processing of contracting seam:
Stowing:
1. remove the foreign material in the dilatation joint, so that the degree of depth of dilatation joint 2.5cm at least;
2. insert the elasticity dunnage, pad is taken advantage of thing and is normally stitched wide half to the height on ground;
3. be coated with priming, fill and lead up the slit with resin mortar or epoxy mortar;
4. for preventing from ftractureing, the glass-fiber-fabric of mating formation on the dilatation joint again, coating epoxy paint, finish the processing of dilatation joint;
Outseam:
1. cut along dilatation joint on the surface that application is finished;
2. stick U.S. line paper on the both sides of seam;
3. insert elasticity dunnage, dunnage and normally stitch wide half to the height on ground;
4. in seam, squeeze into gap-filling glue and compacting;
5. tear off at once both sides U.S. line paper, finish the processing of outseam.
3, interfacial seal layer, resistance to compression layer, skid resistant course and surface maintenance layer construction requirement:
1. used coating must stir in proportion;
2. must be by the time behind the aspect finish-drying of constructing, polish, dust suction, carry out again next step construction;
3. to keep floor cleaning, drying in the work progress.To avoid drenching with rain and direct sunlight in the job site;
4. outdoor temp spend low, if be lower than 5 ℃ to stop the construction.
Construction finishes, acceptance requirement: must reach following some just can:
1. the finished product of constructing reaches not show-through, do not flake, without hollowing, color, specification evenly, opposed flattened, reach design thickness;
2. the confficient of static friction COF value on ground 〉=0.5;
3. water absorption rate E≤0.5.
Description of drawings
Fig. 1 is structural representation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described further.
As shown in drawings: a kind of shockproof on-slip track, described track is comprised of plain stratum 1, basis, interfacial seal layer 2, resistance to compression layer 3, skid resistant course 4 and surface maintenance layer 5 from bottom to up, described interfacial seal layer 2 thickness are 0.1mm, the thickness of described resistance to compression layer 3 is 3mm, the thickness of described skid resistant course 4 is 3mm, and the thickness of described surface maintenance layer 5 is 0.1mm.Described interfacial seal layer 2 is directly to place the concrete surface layer to seal formation with osmosis type micropore charing interfacial seal agent, described resistance to compression layer 3 is to form by smear the polygonal property of one deck hardness mineral aggregate and watersoluble modified resin at interfacial seal layer 2, described skid resistant course 4 is to form by polygonal property hardness mineral aggregate and watersoluble modified resin are sprayed on the resistance to compression layer 3, and described surface maintenance layer 5 is to form by surface maintenance agent methyl polyacrylic acid formicester being sprayed on the skid resistant course 4.
Concrete construction method of the present invention is as follows:
(1) terrace pre-treatment: the planeness after concrete or leveling layer shrink is 5mm, is not drenched with rain when guaranteeing construction simultaneously;
(2) (2) based process: polishing ground: the polishing alligatoring of whole ground, the local out-of-flatness on ground is polished flat; Repair ground: the inner corner trim of ground pit, shrinkage joint and damage will be repaired flat with resin mortar;
(3) floor-care: carry out floor-care, until water content≤8%;
(4) interfacial seal layer 2 is processed: directly place the concrete surface layer to seal waterproof, the antiacid caustic corrosion that strengthens concrete with osmosis type micropore charing interfacial seal agent, guarantee and the interface bonding of resistance to compression layer 3 that thickness is 0.1mm;
(5) resistance to compression layer 3 is processed: after the ratio take mass ratio as 6:1 stirs with polygonal property hardness mineral aggregate and watersoluble modified resin blend thing, and smooth spreading upon uniformly on the interfacial seal layer 2, the consumption of used coating is 4.5kg/M
2, coating layer thickness is 3mm, behind the finish-drying, polishes, enters next process after the dust suction again;
(6) paste U.S. line paper: on resistance to compression layer 3, paste on request U.S. line paper;
(7) skid resistant course 4 is processed: after the ratio take mass ratio as 6:1 stirs with polygonal property hardness mineral aggregate and watersoluble modified resin blend thing, and smooth uniformly spraying on resistance to compression layer 3, the consumption of used coating is 4kg/M
2, coating layer thickness is 3mm.At skid resistant course 4 also not before the drying, the U.S. line paper of pasting before lifted remove, expose yellow resistance to compression layer 3, and form the track of surperficial convex-concave.Behind the finish-drying, polish, enter again next process after the dust suction;
(8) skid resistant course 4 constructions finish after skid resistant course 4 surfaces reach capacity drying, to whole working face sprayed surface curing agent, to carry out the air-drying property maintenance in a week after 12 hours.
The above only is one embodiment of the present invention; be noted that for those skilled in the art; under the prerequisite that does not break away from the principle of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection of the present invention.
Claims (7)
1. shockproof on-slip track, it is characterized in that: described track is comprised of plain stratum, basis (1), interfacial seal layer (2), resistance to compression layer (3), skid resistant course (4) and surface maintenance layer (5) from bottom to up, described interfacial seal layer (2) thickness is 0.1mm, the thickness of described resistance to compression layer (3) is 3mm, the thickness of described skid resistant course (4) is 3mm, and the thickness of described surface maintenance layer (5) is 0.1mm.
2. a kind of shockproof on-slip according to claim 1 track, it is characterized in that: described interfacial seal layer (2) is directly to place the concrete surface layer to seal formation with osmosis type micropore charing interfacial seal agent, described resistance to compression layer (3) is to form by smear the polygonal property of one deck hardness mineral aggregate and watersoluble modified resin at described interfacial seal layer (2), described skid resistant course (4) is that described resistance to compression layer (3) is upper to be formed by polygonal property hardness mineral aggregate and watersoluble modified resin are sprayed on, and described surface maintenance layer (5) is that described skid resistant course (4) is upper to be formed by the surface maintenance agent is sprayed on.
3. a kind of shockproof on-slip according to claim 1 track, it is characterized in that: described interfacial seal agent is waterborne epoxy modified resin.
4. a kind of shockproof on-slip according to claim 1 track, it is characterized in that: described surface maintenance agent is methyl polyacrylic acid formicester.
5. the job practices in a shockproof on-slip track is characterized in that may further comprise the steps:
(1) terrace pre-treatment: the planeness after concrete or leveling layer shrink is 5mm, is not drenched with rain when guaranteeing construction simultaneously;
(2) based process: polishing ground: the polishing alligatoring of whole ground, the local out-of-flatness on ground is polished flat; Repair ground: the inner corner trim of ground pit, shrinkage joint and damage will be repaired flat with resin mortar;
(3) floor-care: carry out floor-care, until water content≤8%;
(4) interfacial seal layer (2) is processed: directly place the concrete surface layer to seal waterproof, the antiacid caustic corrosion that strengthens concrete with osmosis type micropore charing interfacial seal agent, guarantee and the interface bonding of resistance to compression layer (3) that thickness is 0.1mm;
(5) resistance to compression layer (3) is processed: the ratio take mass ratio as 5:1 to 8:1 spreads upon on the interfacial seal layer (2) with polygonal property hardness mineral aggregate and watersoluble modified resin blend thing, and the consumption of used coating is 4-5kg/M
2, coating layer thickness is 3mm;
(6) paste U.S. line paper: on resistance to compression layer (3), paste on request U.S. line paper;
(7) skid resistant course (4) is processed: the ratio take mass ratio as 5:1 to 8:1 is sprayed on the resistance to compression layer (3) with polygonal property hardness mineral aggregate and watersoluble modified resin blend thing, and the consumption of coating is 4kg/M
2, coating layer thickness is 3mm;
(8) skid resistant course (4) construction finishes after skid resistant course (4) surface reaches capacity drying, to whole working face sprayed surface curing agent, to carry out the air-drying property maintenance in a week after 12 hours.
6. according to the job practices in a kind of shockproof on-slip according to claim 5 track, it is characterized in that: the interfacial seal agent of interface described in the step 4 is waterborne epoxy modified resin.
7. the job practices in a kind of shockproof on-slip according to claim 5 track, it is characterized in that: the agent of surface maintenance described in the step 8 is methyl polyacrylic acid formicester.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104451519A CN102900004A (en) | 2012-11-09 | 2012-11-09 | Vibration-free anti-slip lane and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012104451519A CN102900004A (en) | 2012-11-09 | 2012-11-09 | Vibration-free anti-slip lane and construction method thereof |
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| CN102900004A true CN102900004A (en) | 2013-01-30 |
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| CN2012104451519A Pending CN102900004A (en) | 2012-11-09 | 2012-11-09 | Vibration-free anti-slip lane and construction method thereof |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334458A (en) * | 2013-07-18 | 2013-10-02 | 国家电网公司 | Method for treating cable duct by utilizing antislip strip |
| CN103469711A (en) * | 2013-09-09 | 2013-12-25 | 陈巍 | Molten crystal-combination rock non-skip terrace and construction method thereof |
| CN104453172A (en) * | 2014-12-26 | 2015-03-25 | 上海科德地坪工程有限公司 | VNA goods shelf professional concrete floor |
| CN108343213A (en) * | 2018-01-13 | 2018-07-31 | 银广厦集团有限公司 | A kind of underground parking garage epoxy resin mortar abrasion-proof terrace and construction method |
| CN109056446A (en) * | 2018-09-10 | 2018-12-21 | 王海 | A kind of construction method in shockproof on-slip lane |
| CN112227125A (en) * | 2020-10-26 | 2021-01-15 | 温州展业建设工程有限公司 | Roadbed construction method for reinforced concrete pavement of highway |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334458A (en) * | 2013-07-18 | 2013-10-02 | 国家电网公司 | Method for treating cable duct by utilizing antislip strip |
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| CN104453172A (en) * | 2014-12-26 | 2015-03-25 | 上海科德地坪工程有限公司 | VNA goods shelf professional concrete floor |
| CN108343213A (en) * | 2018-01-13 | 2018-07-31 | 银广厦集团有限公司 | A kind of underground parking garage epoxy resin mortar abrasion-proof terrace and construction method |
| CN109056446A (en) * | 2018-09-10 | 2018-12-21 | 王海 | A kind of construction method in shockproof on-slip lane |
| CN112227125A (en) * | 2020-10-26 | 2021-01-15 | 温州展业建设工程有限公司 | Roadbed construction method for reinforced concrete pavement of highway |
| CN112227125B (en) * | 2020-10-26 | 2022-05-17 | 温州展业建设工程有限公司 | Roadbed construction method for reinforced concrete pavement of highway |
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Application publication date: 20130130 |