CN101597878B - Composite type pavement structure and pavement method thereof - Google Patents
Composite type pavement structure and pavement method thereof Download PDFInfo
- Publication number
- CN101597878B CN101597878B CN2009100406156A CN200910040615A CN101597878B CN 101597878 B CN101597878 B CN 101597878B CN 2009100406156 A CN2009100406156 A CN 2009100406156A CN 200910040615 A CN200910040615 A CN 200910040615A CN 101597878 B CN101597878 B CN 101597878B
- Authority
- CN
- China
- Prior art keywords
- substrate
- sub
- layer
- lap
- asphalt
- 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.)
- Expired - Fee Related
Links
- 238000000034 method Methods 0.000 title claims abstract description 25
- 239000002131 composite material Substances 0.000 title abstract description 4
- 239000000758 substrate Substances 0.000 claims abstract description 91
- 239000010426 asphalt Substances 0.000 claims abstract description 74
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 claims abstract description 30
- 239000004568 cement Substances 0.000 claims abstract description 28
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 239000011248 coating agent Substances 0.000 claims description 15
- 238000000576 coating method Methods 0.000 claims description 15
- 239000003822 epoxy resin Substances 0.000 claims description 14
- 239000007921 spray Substances 0.000 claims description 14
- 238000004140 cleaning Methods 0.000 claims description 12
- 238000007761 roller coating Methods 0.000 claims description 12
- 239000004593 Epoxy Substances 0.000 claims description 11
- 230000036541 health Effects 0.000 claims description 11
- 229920000647 polyepoxide Polymers 0.000 claims description 11
- 239000002245 particle Substances 0.000 claims description 9
- 238000009826 distribution Methods 0.000 claims description 8
- 238000005422 blasting Methods 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 6
- 238000003892 spreading Methods 0.000 claims description 6
- 230000007480 spreading Effects 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 238000003801 milling Methods 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 6
- 238000005336 cracking Methods 0.000 abstract description 4
- 230000002929 anti-fatigue Effects 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 239000003733 fiber-reinforced composite Substances 0.000 abstract 1
- 230000008595 infiltration Effects 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 45
- 229920000468 styrene butadiene styrene block copolymer Polymers 0.000 description 17
- 230000000694 effects Effects 0.000 description 11
- 239000000203 mixture Substances 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000011208 reinforced composite material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 235000019738 Limestone Nutrition 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 239000004922 lacquer Substances 0.000 description 2
- 239000006028 limestone Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 230000008646 thermal stress Effects 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000029052 metamorphosis Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000010148 water-pollination Effects 0.000 description 1
Images
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a composite type pavement structure and a pavement method, and relates to a road engineering structure and a construction method thereof. In the invention, the thermal expansion coefficient, the cement concrete and the fiber-reinforced composite material substrate which performance is near to the steel plate are adopted to reinforce for the bottom surface of the asphalt layer; thus improving the performance of anti-fatigue and anti-reflecting crack of the asphalt surface course, effectively preventing the lower bearing layer from being eroded due to infiltration of the rain water from the asphalt surface course, avoiding bonding problem between the asphalt surface course and the cement concrete or the steel plate, increasing stiffness of the steel bridge surface, and particularly reinforcing the steel bridge surface the steel plate of which has insufficient thickness, so as to reduce the thickness of the asphalt surface course, avoid the damages, such as cracking and falling of the asphalt pavement layer caused by the insufficient thickness of the steel bridge surface and the like.
Description
Technical field
The present invention relates to a kind of highway construction structure and job practices thereof, combined type paving structure and the job practices thereof of particularly a kind of making on cement concrete pavement, cement concrete bridge deck and steel bridge face is specifically related to a kind of combined type paving structure and paving method thereof.
Background technology
For a long time, bonding and waterproof problem are technical barriers of failing fine solution always between the cement concrete pavement of asphalt surface course and sub-layer, cement concrete bridge deck and the steel bridge face.Prior art often adopts sprays a certain amount of mulseal, modified bitumen or other water-repellent paints water-proof tack coat as above-mentioned sub-layer, because the hydrophily of sub-layer material, under long-term traffic load effect, water-proof tack coat peels off easily, loose, causes the following of rainwater to ooze.Thereby weakened the intensity of sub-layer, not only caused come to nothing at the bottom of the Cement Concrete Pavement Slab, the purt slurry, cement concrete bridge deck corrosion of steel bar, multiple diseases phenomenons such as steel bridge face corrosion.And, caused asphalt surface course to produce cracking, loose, hole groove, the disease phenomenon such as come off.Have a strong impact on the functional performance on road surface, shortened service life of road surface.
Summary of the invention
The objective of the invention is to overcome the shortcoming of prior art, a kind of combined type paving structure and paving method thereof are provided.By between asphalt surface course and sub-layer, being provided with the substrate of composite material, mat formation layer structural strengthening and good waterproof effect have been reached.The problem to be solved in the present invention is: the connectivity problem between (1) asphalt surface course and cement concrete pavement, cement concrete bridge deck, the steel bridge face; (2) prevent that rainwater is by oozing the sub-layer problem that corrodes under the asphalt surface course.
Purpose of the present invention is achieved through the following technical solutions:
A kind of combined type paving structure comprises adhesion coating 2 and asphalt surface course 3 on substrate 1, the plate from bottom to top.
Described substrate 1 is integrated, and adopts the sheet material of fibre-reinforced composite material; The profile of substrate 1 is that two overlapping cuboids stagger along contact surface is parallel, the originally overlapping limit identical distance that all staggers, and distance is 10cm～30cm.Described parallel staggering is that original overlapping limit is still parallel.
Substrate thickness is 2～20mm; Every plate length is 20～30m, and width is 3～6m;
When sub-layer is cement concrete pavement or cement concrete bridge deck, can adopt the mode of being slidingly connected between substrate and the sub-layer, be that 2.5～3.5 medium coarse sand separates substrate and sub-layer promptly with the thick fineness modulus of 5～10cm;
When sub-layer was cement concrete pavement, cement concrete bridge deck or steel bridge face, available modified bitumen or epoxy resin were bonded in sub-layer 4 surfaces with substrate 1 and form adhesion coating 7 under the plates.
Another object of the present invention is to provide a kind of paving method of combined type paving structure.
A kind of paving method of combined type paving structure may further comprise the steps:
(1) sub-layer surfacing
For cement concrete pavement or cement concrete bridge deck, when adopting sliding type to connect substrate and sub-layer, earlier that sub-layer 4 surface cleanings are clean; Lay the medium coarse sand of 5～10cm again on the sub-layer surface; Play the compatible deformation effect;
(2) laying or adhesive substrate
When adopting sliding type to connect substrate and sub-layer, substrate, health 24～48h are directly laid in the sub-layer surface behind sanding.
The substrate laying is in proper order: according to sub-layer 4 surperficial elevations, laterally laid toward the high track of elevation by the low track of elevation; Vertically the toe from longitudinal gradient begins to lay toward the top, slope.
The vertical and horizontal of substrate adopt overlapping mode to connect, and lap width is 10cm～30cm, and the substrate lap-joint in different tracks adopts epoxy bond, promptly at the contact surface 8 of two substrate 1 lap-joints, according to 0.5～1.0kg/m
2Amount roller coating epoxy resin; Adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, promptly at the contact surface 8 of two substrate 1 lap-joints according to 1.5～2.0kg/m
2Amount roller coating SBS modified bitumen.
(3) adhesion coating on the construction plate
Adopt intelligent distribution vehicle according to 2.0～2.5kg/m
2Amount spray the SBS modified bitumen; Use rubble truck spreader spreading 8～10kg/m again
2The rubble of cleaning of 9.5～13.6mm particle diameter, roll;
(4) construction asphalt surface course
Method construction asphalt surface course according to " asphalt highway construction technique normalizing " regulation.
The paving method of a kind of combined type paving structure of the present invention can also may further comprise the steps:
(1) sub-layer surfacing
For cement concrete pavement and cement concrete bridge deck, when adopting the bonding mode of modified bitumen or epoxy resin, remove sub-layer surface laitance with milling machine earlier, the roughness control on the sub-layer surface after the milling is in 3mm, and dry on the surface; For the steel bridge face, carry out impeller blasting with automatic shot-blasting machine earlier, be coated with rustproof paint, health 24h～48h;
(2) laying or adhesive substrate
When adopting the bonding mode of modified bitumen or epoxy resin,, adopt intelligent distribution vehicle according to 1.5～2.0kg/m on the sub-layer surface
2Amount spray the SBS modified bitumen, lay substrate then, health 24h～48h; Perhaps on the sub-layer surface, spray 0.5～1.5kg/m
2Epoxy resin, lay substrate then, health 48h～60h;
The substrate laying is in proper order: according to sub-layer surface elevation, laterally laid toward the high track of elevation by the low track of elevation; Vertically the toe from longitudinal gradient begins to lay toward the top, slope;
The vertical and horizontal of substrate 1 adopt overlapping mode to connect, and lap width is 10cm～30cm, and the substrate lap-joint in different tracks adopts epoxy bond, promptly at the contact surface 8 of the lap-joint of two substrates 1 according to 0.5～1.0kg/m
2Amount roller coating epoxy resin; Adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, promptly at the contact surface 8 of the lap-joint of two substrates 1 according to 1.5～2.0kg/m
2Amount roller coating SBS modified bitumen.
(3) adhesion coating on the construction plate
Adopt intelligent distribution vehicle according to 2.0～2.5kg/m
2Amount spray the SBS modified bitumen; Then, with rubble truck spreader spreading 8～10kg/m
2The rubble of cleaning of 9.5～13.6mm particle diameter, roll;
(4) construction asphalt surface course
Method construction asphalt surface course according to " asphalt highway construction technique normalizing " regulation.
The described rubber-tyred roller that rolls to using 16t rolls 2 times.
The present invention is with respect to advantage and beneficial effect that prior art had:
The present invention adopts the substrate of the approaching fibre-reinforced composite material of coefficient of thermal expansion and cement concrete and steel plate that reinforcement is carried out in the bitumen layer bottom surface, has improved asphalt surface course antifatigue and antireflection crack performance; Prevented that effectively rainwater is by oozing the erosion sub-layer under the asphalt surface course; Avoided the adhesion problem between asphalt surface course and cement concrete or the steel plate; Can improve bridge floor rigidity for the steel bridge face, especially the steel bridge face for steel plate thickness deficiency can play reinforcement effect, thus attenuate the thickness of asphalt surface course, avoid the asphalt mixture surfacing that causes owing to steel bridge face insufficient rigidity cracking, destruction such as come off.
Description of drawings
Fig. 1 is a combined type paving structure schematic diagram;
Fig. 2 is a monolithic substrate vertical view;
Fig. 3 is a monolithic substrate elevation;
Fig. 4 is the mode that the is slidingly connected schematic diagram of combined type paving structure and sub-layer;
Fig. 5 is bonded in the combined type paving structure for modified bitumen or epoxy resin the connected mode schematic diagram on sub-layer surface;
Fig. 6 is 4 substrate splicing vertical views;
Fig. 7 is a different track substrate lap-joint elevation;
Fig. 8 is along the vertical adjacent substrate of route lap-joint lateral view.
The specific embodiment
Below in conjunction with example the present invention is described in further detail:
The combined type paving structure and the construction technology thereof that are slidingly connected on the old cement concrete pavement
(1) structure and material
Adopt paving structure shown in Figure 1, comprise adhesion coating 2 and asphalt surface course 3 on substrate 1, the plate from bottom to top.
To adopt and to spill the cloth amount be 2.5kg/m to adhesion coating on the plate
2SBS modified bitumen and 10kg/m
2The limestone gravel of cleaning of 9.5～13.6mm particle diameter.Surface layer is the thick AC-20C type of a 6cm bituminous mixture under the pitch, and upper layer is the thick AC-13C type of a 4cm bituminous mixture.Adopt the mode that is slidingly connected between substrate and the sub-layer.As shown in Figure 4, lay the thick medium coarse sand of 10cm, play the compatible deformation effect.
Table 1
| Hot strength (MPa) | Compressive strength (MPa) | Bending strength (MPa) | Shear strength (MPa) | Hardness Barcol | Density (kg/m 3) | Coefficient of thermal expansion (1/ ℃) | Coefficient of thermal conductivity W/ (m ℃) |
| 85 | 60 | 128 | 46 | 49 | 1650 | 1.2×10 -5 | 0.56 |
The paving method of combined type paving structure of the present invention comprises:
(1) sub-layer surfacing
Earlier that the cleaning of sub-layer cement concrete surface is clean; Then, lay the thick medium coarse sand of 10cm, play the compatible deformation effect.
(2) lay substrate
Substrate, health 48h are directly laid in sub-layer surface behind sanding.
The substrate laying is in proper order: according to sub-layer 4 surperficial elevations, laterally laid toward the high track of elevation by the low track of elevation; Vertically the toe from longitudinal gradient begins to lay toward the top, slope.
As Fig. 6, Fig. 7, shown in Figure 8, the vertical and horizontal of substrate adopt overlapping mode to connect.Lap width is 20cm, and the substrate lap-joint in different tracks adopts epoxy bond, promptly at the contact surface 8 of two substrate 1 lap-joints, according to 1.0kg/m
2Roller coating epoxy resin; Adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, promptly at the contact surface 8 of two substrate 1 lap-joints according to 2.0kg/m
2Roller coating SBS modified bitumen.
(3) adhesion coating on the construction plate
Adopt intelligent distribution vehicle according to 2.5kg/m
2Amount spray the SBS modified bitumen; Use rubble truck spreader spreading 10kg/m again
2The rubble of cleaning of 9.5～13.6mm particle diameter, roll 2 times with the rubber-tyred roller of 16t;
(4) construction asphalt surface course
The method construction asphalt surface course of (JTGF40-2004) stipulating according to " asphalt highway construction technique normalizing ".
With combined type paving structure and the construction technology thereof of epoxy bond on the steel bridge face
(1) structure and material
Adopt paving structure shown in Figure 5, form by adhesion coating 7 under adhesion coating 2, the plate on substrate 1, the plate and asphalt surface course 3.Substrate adopts coefficient of thermal expansion and the approaching glass epoxy of steel plate.Technical indicator sees Table 1.As Fig. 2, shown in Figure 3, substrate 1 is integrated, and the profile of substrate 1 is that two overlapping cuboids stagger along contact surface is parallel, the originally overlapping limit identical distance that all staggers, and distance is 20cm.Substrate thickness is 20mm; Every plate length is 30m, and width is 3.75m.
To adopt and to spill the cloth amount be 2.0kg/m to adhesion coating on the plate
2SBS modified bitumen and 8kg/m
2The limestone gravel of cleaning of 9.5～13.6mm particle diameter.Surface layer is the thick AC-20C type of a 6cm bituminous mixture under the pitch, and upper layer is the thick SMA-13 type of a 4cm bituminous mixture.With epoxy resin do under the plate adhesion coating 7 with substrate bonding on the steel bridge face.
(2) construction technology
(1) sub-layer surfacing
Remove foreign material and dust on the steel bridge face earlier; Wash bridge floor with clear water again; After treating that the surface is dried, carry out impeller blasting, make the steel bridge face clean and coarse with automatic shot-blasting machine; Then, with high pressure airless spray equipment disposable spray finishing build be the epoxy zinc-rich lacquer of 60～80 μ m.
(2) laying or adhesive substrate
After treating epoxy zinc-rich lacquer health 24h, spray 1.5kg/m thereon
2Epoxy resin, lay substrate then, the next procedure of constructing behind the health 48h.
The substrate laying is in proper order: according to the bridge floor elevation, laterally laid toward the high track of elevation by the low track of elevation; Vertically the toe from longitudinal gradient begins to lay toward the top, slope.
As Fig. 6, Fig. 7, shown in Figure 8, the vertical and horizontal of substrate 1 adopt overlapping mode to connect.Lap width is 30cm, and the substrate lap-joint in different tracks adopts epoxy bond, promptly at the contact surface 8 of the lap-joint of two substrates 1 according to 0.5kg/m
2Amount roller coating epoxy resin; Adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, promptly at the contact surface 8 of the lap-joint of two substrates 1 according to 1.5kg/m
2Amount roller coating SBS modified bitumen.
(3) adhesion coating on the construction plate
Adopt intelligent distribution vehicle according to 2.0kg/m
2Spray the SBS modified bitumen; Then, with rubble truck spreader spreading 10kg/m
2The rubble of cleaning of 9.5～13.6mm particle diameter, use the rubber-tyred roller of 16t to roll 2 times;
(4) construction asphalt surface course
Method construction asphalt surface course according to " asphalt highway construction technique normalizing " regulation.
The present invention is provided with the substrate of fibre-reinforced composite material between asphalt surface course and sub-layer, by adopting this structure can obtain following effect: the one, owing to the strengthening action of substrate, thereby improved road structure antifatigue and antireflection crack performance to the bitumen layer bottom surface; The 2nd, because the waterproof action of substrate, thereby prevented that effectively rainwater is by oozing the erosion sub-layer under the asphalt surface course; The 3rd, because substrate has improved the rigidity of steel bridge face, thereby the thickness of asphalt mixture surfacing on can attenuate steel bridge face is saved construction costs; The 4th, substrate can play reinforcement effect to the steel bridge face of steel plate thickness deficiency, thus avoid the asphalt mixture surfacing that causes owing to steel bridge face insufficient rigidity cracking, destruction such as come off.
When adopting sliding type to connect substrate and sub-layer, owing between substrate and sub-layer, laid the thick medium coarse sand of 5～10cm, played coordination sub-layer metamorphosis, thereby reduced the influence of sub-layer distortion asphalt surface course.
Because the coefficient of thermal expansion of institute's employing substrate and cement concrete and steel plate are approaching, thereby obtained effect at thermal stresses effect infrabasal plate and sub-layer compatible deformation.
Because adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, adjacent substrate has certain deformation leeway, under the thermal stresses effect, the paving structure breakoff phenomenon that substrate arches upward and is out of shape and causes can not appear.
Claims (3)
1. the paving method of a combined type paving structure may further comprise the steps:
(1) sub-layer surfacing
For cement concrete pavement or cement concrete bridge deck, earlier that the cleaning of sub-layer (4) surface is clean; Lay the medium coarse sand of 5～10cm again on the sub-layer surface;
(2) laying or adhesive substrate
Substrate, health 24～48h are directly laid in sub-layer surface behind sanding;
The substrate laying is in proper order: according to the surperficial elevation of sub-layer (4), laterally laid toward the high track of elevation by the low track of elevation; Vertically the toe from longitudinal gradient begins to lay toward the top, slope;
The vertical and horizontal of substrate adopt overlapping mode to connect, and lap width is 10cm～30cm, and the substrate lap-joint in different tracks adopts epoxy bond, promptly at the contact surface (8) of two substrates (1) lap-joint, according to 0.5～1.0kg/m
2Amount roller coating epoxy resin; Adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, promptly at the contact surface (8) of the lap-joint of two substrates (1) according to 1.5～2.0kg/m
2Amount roller coating SBS modified bitumen;
(3) adhesion coating on the construction plate
Adopt intelligent distribution vehicle according to 2.0～2.5kg/m
2Amount spray the SBS modified bitumen; Use rubble truck spreader spreading 8～10kg/m again
2The rubble of cleaning of 9.5～13.6mm particle diameter, roll;
(4) construction asphalt surface course
Method construction asphalt surface course according to " asphalt highway construction technique normalizing " regulation.
2. the paving method of a combined type paving structure may further comprise the steps:
(1) sub-layer surfacing
For cement concrete pavement and cement concrete bridge deck, remove sub-layer surface laitance with milling machine earlier, the roughness control on the sub-layer surface after the milling is in 3mm, and dry on the surface; For the steel bridge face, carry out impeller blasting with automatic shot-blasting machine earlier, be coated with rustproof paint, health 24h～48h;
(2) laying or adhesive substrate
On the sub-layer surface, adopt intelligent distribution vehicle according to 1.5～2.0kg/m
2Amount spray the SBS modified bitumen, lay substrate then, health 24h～48h; Perhaps on the sub-layer surface, spray 0.5～1.5kg/m
2Epoxy resin, lay substrate then, health 48h～60h;
The substrate laying is in proper order: according to sub-layer surface elevation, laterally laid toward the high track of elevation by the low track of elevation; Vertically the toe from longitudinal gradient begins to lay toward the top, slope;
The vertical and horizontal of substrate (1) adopt overlapping mode to connect, and lap width is 10cm～30cm, and the substrate lap-joint in different tracks adopts epoxy bond, promptly at the contact surface (8) of the lap-joint of two substrates (1) according to 0.5～1.0kg/m
2Amount roller coating epoxy resin; Adopt SBS modified bitumen bonding along the vertical adjacent substrate of route lap-joint, promptly at the contact surface (8) of the lap-joint of two substrates (1) according to 1.5～2.0kg/m
2Amount roller coating SBS modified bitumen;
(3) adhesion coating on the construction plate
Adopt intelligent distribution vehicle according to 2.0～2.5kg/m
2Amount spray the SBS modified bitumen; Then, with rubble truck spreader spreading 8～10kg/m
2The rubble of cleaning of 9.5～13.6mm particle diameter, roll;
(4) construction asphalt surface course
Method construction asphalt surface course according to " asphalt highway construction technique normalizing " regulation.
3. the paving method of a kind of combined type paving structure according to claim 1 and 2 is characterized in that, the described rubber-tyred roller that rolls to using 16t rolls 2 times.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100406156A CN101597878B (en) | 2009-06-26 | 2009-06-26 | Composite type pavement structure and pavement method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100406156A CN101597878B (en) | 2009-06-26 | 2009-06-26 | Composite type pavement structure and pavement method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101597878A CN101597878A (en) | 2009-12-09 |
| CN101597878B true CN101597878B (en) | 2011-07-20 |
Family
ID=41419465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009100406156A Expired - Fee Related CN101597878B (en) | 2009-06-26 | 2009-06-26 | Composite type pavement structure and pavement method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101597878B (en) |
Families Citing this family (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102226329B (en) * | 2011-04-29 | 2012-07-04 | 华南理工大学 | Method of epoxy asphalt broad-width paving construction on long-span steel deck |
| CN102444066B (en) * | 2011-09-19 | 2014-07-30 | 华南理工大学 | Asphalt pavement prefabricated block and construction method for prefabricated asphalt pavement |
| CN102505602B (en) * | 2011-10-26 | 2015-03-11 | 华南理工大学 | Structure and construction method for reinforcing asphalt pavement by drive pins wound with glass fiber yarn |
| CN102561213B (en) * | 2012-02-15 | 2014-01-29 | 中南大学 | Steel plate-concrete composite structure reinforcement method of structural negative moment region |
| CN102691244B (en) * | 2012-05-30 | 2014-07-23 | 中铁四局集团有限公司 | Construction method of asphalt noise pavement |
| CN102720109B (en) * | 2012-07-10 | 2015-06-17 | 中国人民解放军军事交通学院 | Micro road surface structure and treatment method thereof |
| CN103774518A (en) * | 2012-10-23 | 2014-05-07 | 江苏增光复合材料科技有限公司 | Fiber reinforced bituminous pavement stress absorbing layer and construction method thereof |
| CN103774520A (en) * | 2012-10-23 | 2014-05-07 | 江苏增光复合材料科技有限公司 | High-winding high-bonding layer of bridge floor and construction method thereof |
| CN103321121B (en) * | 2013-07-02 | 2015-12-23 | 东南大学 | A kind of Perpetual Pavements Structural based on uniform settlement |
| CN105821735A (en) * | 2015-01-08 | 2016-08-03 | 陈云鹤 | Technology for enhancing crack-resistance performance of cement concrete pavement by glass fiber mesh |
| CN104805750B (en) * | 2015-03-31 | 2017-06-13 | 招商局重庆交通科研设计院有限公司 | Suitable for the manufacture method of the compound anti-antistructure of Heavy Traffic condition |
| CN104911974A (en) * | 2015-05-18 | 2015-09-16 | 长安大学 | Inclined prestress cement concrete-asphalt concrete composite pavement and construction method thereof |
| CN104894939B (en) * | 2015-05-29 | 2017-03-22 | 武汉理工大学 | Composite type road surface |
| CN107059533A (en) * | 2017-04-07 | 2017-08-18 | 北京特希达交通勘察设计院有限公司 | A kind of bituminous paving interlayer structure |
| CN113403905A (en) * | 2021-06-29 | 2021-09-17 | 中冶南方城市建设工程技术有限公司 | Fabricated concrete pavement and construction method |
| CN114319122A (en) * | 2021-12-30 | 2022-04-12 | 中国水利水电第七工程局有限公司 | Surface roughening treatment method for ultra-high-toughness concrete of large-span steel bridge deck |
-
2009
- 2009-06-26 CN CN2009100406156A patent/CN101597878B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN101597878A (en) | 2009-12-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101597878B (en) | Composite type pavement structure and pavement method thereof | |
| CN201433345Y (en) | Composite pavement structure | |
| CN102444066B (en) | Asphalt pavement prefabricated block and construction method for prefabricated asphalt pavement | |
| CN102392413B (en) | Pavement structure of combined steel bridge deck and pavement method thereof | |
| CN104131512B (en) | Cement concrete bridge deck thermal jet polymer modified asphalt water-proof tack coat paving structure and construction method | |
| CN202323615U (en) | Steel bridge road surface pavement structure | |
| CN202787067U (en) | Bridge seamless type expansion joint structure | |
| CN202247580U (en) | Asphalt pavement precast block | |
| CN110714409B (en) | Resin combined type ultrahigh-performance concrete pavement structure and construction method | |
| CN103726444A (en) | Multilayer type super-thick light steel bridge deck pavement structure and pavement method | |
| CN107217597A (en) | A kind of prestressed concrete bridge face is seamlessly connected the construction method of plate | |
| CN101270567A (en) | Construction method for high-dosage vinyl benzene-butadiene-vinyl benzene modified asphalt bridge deck water-proof tack coat | |
| CN102505641B (en) | Repair reinforcing structure of steel bridge deck and repair reinforcing method of repair reinforcing structure | |
| CN103696366B (en) | Pavement structure and pavement method of combined steel bridge deck | |
| CN101935971A (en) | Steel bridge deck protecting device and production method thereof | |
| CN106758878A (en) | The reinforcement means of orthotropic steel box girder floorings | |
| CN110029550B (en) | Steel bridge deck pavement structure and construction process thereof | |
| CN215518351U (en) | Combined type concrete bridge and tunnel comprehensive waterproof pavement structure | |
| CN211713553U (en) | Novel epoxy resin bicycle lane thin layer structure of mating formation | |
| CN101929127B (en) | Method for preparing overlay of bridge expansion joint | |
| CN101244901A (en) | Bituminous sand and water-proof leveling coupling layer containing the bituminous sand | |
| CN210216147U (en) | Steel bridge deck and steel bridge | |
| CN113235423A (en) | Fatigue-resistant and anti-rutting steel bridge deck pavement structure and pavement method | |
| CN215976836U (en) | Bridge waterproof structure | |
| CN108797307A (en) | Modular steel bridge surface paving method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160325 Address after: 510065, No. 9, Heping Road, Guangdong, Guangzhou, two, Yuexiu District Patentee after: Guangdong elephant Traffic Technology Co.,Ltd. Address before: 510640 Tianhe District, Guangdong, No. five road, No. 381, Patentee before: South China University of Technology |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20180827 Address after: 510065 one of the first floors of No. 9 Heping Road, Yuexiu District, Guangzhou, Guangdong. Patentee after: GUANGZHOU DAXIANG ULTRATHIN PAVEMENT TECHNOLOGY DEVELOPMENT Co.,Ltd. Address before: 510065 two level 9, Heping Road, Yuexiu District, Guangzhou, Guangdong. Patentee before: Guangdong elephant Traffic Technology Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110720 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |