CN203238512U - Vibration-free non-skid lane - Google Patents
Vibration-free non-skid lane Download PDFInfo
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- CN203238512U CN203238512U CN 201220587668 CN201220587668U CN203238512U CN 203238512 U CN203238512 U CN 203238512U CN 201220587668 CN201220587668 CN 201220587668 CN 201220587668 U CN201220587668 U CN 201220587668U CN 203238512 U CN203238512 U CN 203238512U
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Abstract
The utility model discloses a vibration-free non-skid lane. The lane comprises a basic foundation layer, an interface sealing layer, a compression resistant layer, an anti-skid layer, and a surface curing layer from the bottom to up, wherein the thickness of the interface sealing layer is 0.1mm, the thickness of the compression resistant layer is 3mm, the thickness of the anti-skid layer is 3mm, and the thickness of the surface curing layer is 0.1mm. The vibration-free non-skid lane disclosed by the utility model has the advantages of wear resistance, compression resistance, impact resistance, good anti-skid performance, smoothness, steadiness, no vibration, beautiful pattern, strong marking performance and the like.
Description
Technical field
The utility model relates to the anti-skidding field of road, is specifically related to a kind of shockproof on-slip track
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.
The utility model content
The purpose of this utility model 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 utility model has been 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.
Interfacial seal layer of the present utility model is directly to place the concrete surface layer to seal formation with osmosis type micropore charing interfacial seal agent, the 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, 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 the 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 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, control sense comfortable, Characteristic fluctuation is low, and the cost compare of material therefor is low.The surface maintenance layer has prolonged the application life in track to the further maintenance in track.
Preferably, the interfacial seal agent is waterborne epoxy modified resin.
Preferably, the surface maintenance agent is methyl polyacrylic acid formicester.
A kind of shockproof on-slip of the present utility model 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 utility model a kind of shockproof on-slip track of technique scheme to have following advantage:
1, the track is wear-resisting, withstand voltage, shock-resistant, effectively prolongs Road Service Life;
2, the track damping and amortization is good, and skid resistance is strong, and is 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, and maintenance cost is low.
A kind of shockproof on-slip of the present utility model track can obtain by following job practices:
(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, 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 approximately wide u font seam of 1cm along the crack with cutting machine first for thinner crackle, then repair with epoxy mortar;
(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 utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model 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 utility model 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) 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, 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 a kind of embodiment of the present utility model; be noted that for those skilled in the art; under the prerequisite that does not break away from the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection of the present utility model.
Claims (1)
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220587668 CN203238512U (en) | 2012-11-09 | 2012-11-09 | Vibration-free non-skid lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220587668 CN203238512U (en) | 2012-11-09 | 2012-11-09 | Vibration-free non-skid lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203238512U true CN203238512U (en) | 2013-10-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220587668 Expired - Fee Related CN203238512U (en) | 2012-11-09 | 2012-11-09 | Vibration-free non-skid lane |
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|---|---|
| CN (1) | CN203238512U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900004A (en) * | 2012-11-09 | 2013-01-30 | 昆山华睿达净化科技有限公司 | Vibration-free anti-slip lane and construction method thereof |
| CN109056446A (en) * | 2018-09-10 | 2018-12-21 | 王海 | A kind of construction method in shockproof on-slip lane |
-
2012
- 2012-11-09 CN CN 201220587668 patent/CN203238512U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900004A (en) * | 2012-11-09 | 2013-01-30 | 昆山华睿达净化科技有限公司 | Vibration-free anti-slip lane and construction method thereof |
| CN109056446A (en) * | 2018-09-10 | 2018-12-21 | 王海 | A kind of construction method in shockproof on-slip lane |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131016 Termination date: 20141109 |
|
| EXPY | Termination of patent right or utility model |