CN112779835B - Anti-reflection crack road surface structure based on flexible transformation of rigid road surface - Google Patents
Anti-reflection crack road surface structure based on flexible transformation of rigid road surface Download PDFInfo
- Publication number
- CN112779835B CN112779835B CN202011629698.5A CN202011629698A CN112779835B CN 112779835 B CN112779835 B CN 112779835B CN 202011629698 A CN202011629698 A CN 202011629698A CN 112779835 B CN112779835 B CN 112779835B
- Authority
- CN
- China
- Prior art keywords
- layer
- asphalt
- pavement
- modified
- crack
- 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.)
- Active
Links
- 230000009466 transformation Effects 0.000 title claims abstract description 19
- 229920000876 geopolymer Polymers 0.000 claims abstract description 54
- 239000010426 asphalt Substances 0.000 claims abstract description 35
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 239000011384 asphalt concrete Substances 0.000 claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000003822 epoxy resin Substances 0.000 claims description 15
- 229920000647 polyepoxide Polymers 0.000 claims description 15
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 13
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 13
- 239000004917 carbon fiber Substances 0.000 claims description 13
- 239000004744 fabric Substances 0.000 claims description 13
- 239000010439 graphite Substances 0.000 claims description 13
- 229910002804 graphite Inorganic materials 0.000 claims description 13
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 12
- 239000007787 solid Substances 0.000 claims description 12
- 238000005336 cracking Methods 0.000 claims description 11
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 10
- 239000000843 powder Substances 0.000 claims description 9
- 239000011575 calcium Substances 0.000 claims description 6
- 229910052791 calcium Inorganic materials 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 6
- 239000000839 emulsion Substances 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 6
- 239000010881 fly ash Substances 0.000 claims description 6
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 claims description 6
- 239000005995 Aluminium silicate Substances 0.000 claims description 3
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 229910021536 Zeolite Inorganic materials 0.000 claims description 3
- 235000012211 aluminium silicate Nutrition 0.000 claims description 3
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 3
- 239000010453 quartz Substances 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000002893 slag Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000010457 zeolite Substances 0.000 claims description 3
- 235000019353 potassium silicate Nutrition 0.000 claims 2
- 239000004593 Epoxy Substances 0.000 claims 1
- IMROMDMJAWUWLK-UHFFFAOYSA-N Ethenol Chemical compound OC=C IMROMDMJAWUWLK-UHFFFAOYSA-N 0.000 claims 1
- 239000004480 active ingredient Substances 0.000 claims 1
- 125000002091 cationic group Chemical group 0.000 claims 1
- 230000018044 dehydration Effects 0.000 claims 1
- 238000006297 dehydration reaction Methods 0.000 claims 1
- 239000010410 layer Substances 0.000 abstract description 59
- 239000004568 cement Substances 0.000 abstract description 8
- 229920000642 polymer Polymers 0.000 abstract description 5
- 239000002344 surface layer Substances 0.000 abstract description 4
- 201000010099 disease Diseases 0.000 abstract description 3
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 13
- 238000010521 absorption reaction Methods 0.000 description 9
- 239000004115 Sodium Silicate Substances 0.000 description 6
- 229910052911 sodium silicate Inorganic materials 0.000 description 6
- 239000004372 Polyvinyl alcohol Substances 0.000 description 5
- 230000004048 modification Effects 0.000 description 5
- 238000012986 modification Methods 0.000 description 5
- 229920002451 polyvinyl alcohol Polymers 0.000 description 5
- 239000002002 slurry Substances 0.000 description 5
- 239000010419 fine particle Substances 0.000 description 4
- 239000011362 coarse particle Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000000428 dust Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003667 anti-reflective effect Effects 0.000 description 2
- 150000001768 cations Chemical group 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000003111 delayed effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
- E01C7/325—Joining different layers, e.g. by adhesive layers; Intermediate layers, e.g. for the escape of water vapour, for spreading stresses
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/006—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing mineral polymers, e.g. geopolymers of the Davidovits type
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/16—Reinforcements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
本发明公开了一种基于刚性路面柔性化改造的抗反射裂缝路面结构，包括从上到下依次设置的细粒式改性沥青混凝土层、粗粒式改性沥青混凝土层、沥青改性地聚合物应力吸收层、改性地聚合物抗裂层和混凝土板块，所述改性地聚合物抗裂层覆盖在所述混凝土板块接缝处。本发明提供的基于刚性路面柔性化改造的抗反射裂缝路面结构，沥青改性地聚合物应力吸收层成型后密实、粘结力强、不渗水，与水泥混凝土和沥青面层之间的结合性能良好，能随着基层的变形而变形，并且具有优良的自愈能力，从而消除了传统水泥路面“白改黑”的反射裂缝，减少了板块接缝带来的沥青路面病害，延长道路使用寿命，增加行车舒适性。
The invention discloses an anti-reflection crack pavement structure based on the flexible transformation of rigid pavement, which comprises a fine-grained modified asphalt concrete layer, a coarse-grained modified asphalt concrete layer, and an asphalt modified ground polymer which are arranged in sequence from top to bottom. A physical stress absorbing layer, a modified geopolymer anti-crack layer and a concrete slab, the modified geopolymer anti-crack layer covers the joint of the concrete slab. The anti-reflection crack pavement structure based on the flexible transformation of the rigid pavement provided by the present invention, the asphalt modified geopolymer stress absorbing layer is compact after forming, has strong cohesion, is impermeable to water, and has the bonding performance between the cement concrete and the asphalt surface layer. Good, can be deformed with the deformation of the base layer, and has excellent self-healing ability, thus eliminating the "white to black" reflection cracks of traditional cement pavement, reducing asphalt pavement diseases caused by plate joints, and prolonging the service life of the road. , increase driving comfort.
Description
Technical Field
The invention relates to a pavement structure, in particular to an anti-reflection crack pavement structure based on flexible transformation of a rigid pavement.
Background
Along with economic development and urbanization progress, the highway industry gradually makes a rigid pavement flexible, namely, an original cement concrete pavement is reformed into an asphalt concrete pavement, so that the effects of environmental protection, dust prevention, noise reduction and driving comfort increase are achieved. Compared with the original concrete pavement, the adhesion between the road pavement which is changed into black from white and the tires is enhanced, the braking performance of the vehicle in the emergency treatment is greatly improved, and the vehicle is safer and more stable to run; the noise generated in the running process of the vehicle is greatly reduced, and the noise reduction device plays an important role in reducing the urban noise; the black asphalt pavement has better dust absorption performance and can effectively absorb the raised dust in the running process of the vehicle, thereby improving the air quality of shops and residential houses at two sides of a street and improving the quality of beautifying the urban environment.
At present, most of 'white to black' projects adopt a construction method of directly paving an asphalt surface layer on a concrete plate pavement, and reflection cracks are the most common problems and can bring adverse effects on pavement performance and durability. Firstly, the water resistance of a pavement structure is reduced, and the foundation is damaged by rain wash; secondly, the discontinuous pavement slab structure can increase the deformation of the pavement under the load of the traveling crane; thirdly, the stability of the road structure is reduced, and the driving comfort is influenced.
Therefore, it is necessary to provide an anti-reflective crack pavement structure based on a modified geopolymer material applied to the flexible modification of a rigid pavement, aiming at the problem of diseases such as reflective cracks frequently occurring in the flexible modification engineering of a concrete rigid pavement. The invention provides an anti-reflection crack pavement structure based on a modified geopolymer material and applied to flexible transformation of a rigid pavement, and an epoxy resin modified geopolymer material.
Disclosure of Invention
The invention aims to solve the technical problem of providing an anti-reflection crack pavement structure based on flexible transformation of a rigid pavement, which has good mechanical property and durability, can eliminate the reflection cracks of changing white into black on the traditional cement pavement, reduces asphalt pavement diseases caused by plate joints, prolongs the service life of the pavement and increases the driving comfort.
The invention provides an anti-reflection crack pavement structure based on flexible transformation of a rigid pavement, which comprises a fine particle type modified asphalt concrete layer, a coarse particle type modified asphalt concrete layer, an asphalt modified geopolymer stress absorption layer, a modified geopolymer anti-crack layer and a concrete plate, wherein the fine particle type modified asphalt concrete layer, the coarse particle type modified asphalt concrete layer, the asphalt modified geopolymer stress absorption layer, the modified geopolymer anti-crack layer and the concrete plate are sequentially arranged from top to bottom, and the modified geopolymer anti-crack layer covers the joint of the concrete plate.
Furthermore, the modified geopolymer anti-cracking layer comprises a three-layer structure which is sequentially provided with an asphalt modified geopolymer layer, graphite carbon fiber cloth and an epoxy resin modified geopolymer layer from top to bottom.
Furthermore, the monofilament diameter of the graphite carbon fiber cloth is 8-10 microns, the tensile strength of the mesh cloth formed by the graphite carbon fibers is 6000-8000 MPa, the tensile elastic modulus is 300-400 GPa, and the elongation is 1.5-2.0%.
Further, the thickness of the stress absorption layer of the asphalt modified geopolymer is 2-3 cm, and the stress absorption layer comprises the following components in parts by weight:
further, the metakaolin is formed by dehydrating kaolin at the temperature of 800-850 ℃, and the mesh number is 600-800 meshes; the mesh number of the steel slag powder is 400 meshes; the mesh number of the quartz powder is 200 meshes; the sodium silicate is sodium silicate with the modulus of 1.2-1.4 and the solid content of 40%; the length of the polyvinyl alcohol fiber is 9mm, the diameter of the polyvinyl alcohol fiber is 15-30 mu m, the tensile strength of the polyvinyl alcohol fiber is 1200-1500 MPa, and the elongation at break of the polyvinyl alcohol fiber is 8-12%; the emulsified asphalt is cation emulsified asphalt, the solid content is 50%, and the elongation at break is 40%.
Further, the epoxy resin modified polymer layer comprises the following components in parts by weight:
further, the zeolite powder is 400-600 meshes; the low-calcium fly ash is first-grade fly ash with 5-6% of calcium content; the sodium silicate is sodium silicate with the modulus of 1.2-1.4 and the solid content of 40%; the waterborne epoxy resin is prepared from emulsion and a curing agent according to the proportion of 1:0.8, the solid content of the emulsion is 50-55%, and the viscosity is 1000-2000 MPa s; the curing agent contains 50% of effective components, and has a viscosity of 2000-3000 MPa s.
Furthermore, the 7d flexural strength of the modified geopolymer anti-cracking layer is 20-25 MPa, and the 7d tensile bonding strength is 6-8 MPa.
Compared with the prior art, the invention has the following beneficial effects: the reflection crack resistant pavement structure based on flexible transformation of the rigid pavement, provided by the invention, has the advantages of compactness, strong bonding force, no water seepage after the asphalt modified geopolymer is subjected to stress absorption forming, good bonding performance with cement concrete and an asphalt surface layer, deformation along with deformation of a base layer and excellent self-healing capability. The asphalt modified geopolymer stress absorbing layer improves the cohesiveness of asphalt and cement concrete, and absorbs and improves the stability and durability of a pavement structure. The modified geopolymer anti-cracking layer has a three-layer structure, and the epoxy resin modified geopolymer material slurry on the lower layer can freely permeate into and fill gaps of concrete slabs, so that the stability of the original concrete slabs is improved. Through the construction of the modified geopolymer anti-cracking layer at the joint of the concrete plate, the occurrence of reflection cracks at the gap position of the road surface plate changed from white to black is delayed or even eliminated.
Drawings
FIG. 1 is a schematic structural diagram of an anti-reflective cracked pavement based on flexible transformation of a rigid pavement in an embodiment of the invention;
FIG. 2 is a schematic structural diagram of a modified polymer anti-cracking layer according to an embodiment of the present invention.
In the figure:
1-1 fine particle type modified asphalt concrete layer; 1-2 coarse grain type modified asphalt concrete layer; 3 asphalt modified geopolymer stress absorbing layer; 2 modified geopolymer anti-cracking layer; 4, concrete plate; 5, original pavement base course and roadbed; 6 concrete slab clearance; 2-1 an asphalt-modified geopolymer layer; 2-2 of graphite carbon fiber cloth; 2-3 epoxy resin modified polymer layer.
Detailed Description
The invention is further described below with reference to the figures and examples.
Fig. 1 is a schematic structural diagram of an anti-reflection crack pavement based on flexible transformation of a rigid pavement in the embodiment of the invention.
Please refer to fig. 1; the reflection crack resisting pavement structure based on flexible transformation of the rigid pavement comprises a fine particle type modified asphalt concrete layer 1-1, a coarse particle type modified asphalt concrete layer 1-2, an asphalt modified geopolymer stress absorption layer 3, a modified geopolymer anti-cracking layer 2, a concrete plate 4, an original pavement base layer and roadbed 5 and a concrete plate block gap 6 which are sequentially arranged from top to bottom.
The modified geopolymer material is applied to an anti-reflection crack pavement structure transformed by rigid pavement flexibility, and the modified geopolymer anti-crack layer 2 is 10cm in width and 5mm in thickness and is divided into three layers. The 7d flexural strength is 20-25 MPa, and the 7d tensile bonding strength is 6-8 MPa.
As shown in fig. 2, the device sequentially comprises, from top to bottom: 2-1 of asphalt modified geopolymer layer with the thickness of 3mm, 2-2 of graphite carbon fiber cloth and 2-3 of epoxy resin modified geopolymer layer with the thickness of 2 mm. The 3mm asphalt modified geopolymer layer 2-1 and the asphalt modified geopolymer stress absorbing layer 3 are made of the same material, the cohesiveness and the compatibility of the two layers are good, and the tensile stress and the shear stress generated by the concrete slab block gap 6 can be effectively eliminated by being compounded with the graphite carbon fiber cloth 2-2; the 2-3 cm epoxy resin modified polymer layer has good fluidity, and can penetrate into the gaps 6 of the concrete slabs to fill and bond adjacent slabs, and can be well adhered to the surfaces of the concrete slabs, and has high mechanical property. The anti-cracking layer with the three-layer structure acts on the joint position of the original concrete plate, so that the reflection crack caused by the plate gap can be effectively eliminated and delayed, and the waterproof performance of the pavement is improved.
The asphalt modified geopolymer stress absorption layer 3 provided by the invention has the thickness of 2-3 cm, and has the performance characteristics of high ductility, high compactness, excellent mechanical property and cohesiveness, good waterproofness and good self-healing property. The formulation of the asphalt modified geopolymer material comprises:
the material of the epoxy resin modified geopolymer layer 2-3 provided by the invention has high mechanical property, good fluidity and permeability and good bonding property with cement concrete. The formula comprises the following components:
the use method comprises the following steps: epoxy resin modified geopolymer material slurry with the thickness of 2mm is spread and spread at the joint of the original concrete plate, and meanwhile, the slurry freely permeates into and fills gaps between the plates. Laying a layer of graphite carbon fiber cloth before the epoxy resin modified geopolymer slurry is initially solidified, and then spreading asphalt modified geopolymer slurry with the thickness of 3mm on the graphite carbon fiber cloth. And after the whole surface of the modified geopolymer anti-cracking layer is dried and cured, sequentially paving an asphalt modified geopolymer stress absorption layer with the thickness of 2cm, a coarse grain type modified asphalt concrete layer with the thickness of 6cm and fine grain type modified asphalt concrete with the thickness of 4 cm.
The anti-reflection crack pavement structure based on the modified geopolymer material applied to the flexible transformation of the rigid pavement is characterized in that the monofilament diameter of 2-2 of the graphite carbon fiber cloth is 8-10 mu m, the tensile strength of the mesh cloth formed by the graphite carbon fiber is 6000-8000 MPa, the tensile elastic modulus is 300-400 Gpa, and the elongation is 1.5-2.0%.
The asphalt modified geopolymer material is characterized in that the metakaolin is formed by dehydrating kaolin at the temperature of 800-850 ℃, and the mesh number is 600-800 meshes; the mesh number of the steel slag powder is 400 meshes; the mesh number of the quartz powder is 200 meshes; the sodium silicate has the modulus of 1.2-1.4 and the solid content of 40%.
Preferably, the length of the polyvinyl alcohol fiber is 12mm, the diameter is 15-30 μm, the tensile strength is 1200-1500 MPa, and the elongation at break is 8-12%; the emulsified asphalt is cation emulsified asphalt, the solid content of the emulsified asphalt is 50%, and the elongation at break of the emulsified asphalt is 40%.
In the epoxy resin modified geopolymer material, the zeolite powder is 400-600 meshes; the low-calcium fly ash is first-grade fly ash with 5-6% of calcium content; the sodium silicate has the modulus of 1.2-1.4 and the solid content of 40%; the waterborne epoxy resin is prepared from emulsion and a curing agent according to the proportion of 1:0.8, the solid content of the emulsion is 50-55%, and the viscosity is 1000-2000 MPa s; the curing agent contains 50% of effective components, and has a viscosity of 2000-3000 MPa s.
The modified geopolymer anti-cracking layer has the characteristic of high strength and crack resistance, the 7d rupture strength is 20-25 MPa, and the 7d tensile bonding strength is 6-8 MPa.
The reflection crack resisting pavement structure based on the modified geopolymer material applied to the flexible modification of the rigid pavement can effectively treat the plate gaps and reflection cracks caused by the plate gaps in the flexible modification engineering of the rigid pavement of cement concrete, and the concrete pavement is well combined with an asphalt surface layer. Can be applied to the reconstruction of highways and municipal roads, and improves the integrity and the aesthetic degree of the 'white to black' road surface.
While the invention has been described above with reference to preferred embodiments; however, it is not intended to limit the present invention; any person skilled in the art; without departing from the spirit and scope of the present invention; but is amenable to various modifications and enhancements; therefore, the protection scope of the present invention is defined by the claims.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011629698.5A CN112779835B (en) | 2020-12-30 | 2020-12-30 | Anti-reflection crack road surface structure based on flexible transformation of rigid road surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011629698.5A CN112779835B (en) | 2020-12-30 | 2020-12-30 | Anti-reflection crack road surface structure based on flexible transformation of rigid road surface |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112779835A CN112779835A (en) | 2021-05-11 |
| CN112779835B true CN112779835B (en) | 2022-03-22 |
Family
ID=75754641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011629698.5A Active CN112779835B (en) | 2020-12-30 | 2020-12-30 | Anti-reflection crack road surface structure based on flexible transformation of rigid road surface |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112779835B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434207A (en) * | 2022-10-13 | 2022-12-06 | 江苏长路智造科技有限公司 | Reflection crack-free semi-rigid base pavement structure and construction method thereof |
| CN116514464B (en) * | 2023-04-27 | 2024-10-11 | 重庆交通大学 | Reflective cement mucilage and reflective semi-flexible pavement material |
| CN119797834B (en) * | 2024-12-16 | 2025-08-29 | 中交一公局厦门工程有限公司 | Application of a multi-layer composite reinforcement material and its preparation method in preventing and controlling reflective cracks in widened roadbed |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104119828A (en) * | 2014-07-08 | 2014-10-29 | 福建山外山涂料科技开发有限公司 | Production method and raw material formula of strongly-effective anticracking glue |
| CN108373277A (en) * | 2018-03-13 | 2018-08-07 | 盐城工学院 | A kind of epoxy resin roughening metakaolin based geopolymer and preparation method thereof |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2487141B1 (en) * | 2011-02-11 | 2015-08-05 | Services Pétroliers Schlumberger | Self-adaptive cements |
| CN105648871B (en) * | 2016-01-17 | 2018-08-21 | 重庆交通大学 | Adhesive type waterproof treatment structure is isolated in room temperature construction type road table crack |
| CN206090214U (en) * | 2016-10-13 | 2017-04-12 | 山西省交通科学研究院 | Highway surface course splits subsides with resisting |
| CN207672360U (en) * | 2017-12-13 | 2018-07-31 | 淄博市规划设计研究院 | A kind of transformation asphalt pavement structure |
| CN207685618U (en) * | 2017-12-13 | 2018-08-03 | 淄博市规划设计研究院 | A kind of Old cement concrete transform asphalt pavement structure as |
| CN108360327A (en) * | 2018-01-30 | 2018-08-03 | 沈阳工业大学 | A durable new composite material subgrade pavement structure and construction method |
| CN110272237A (en) * | 2019-07-17 | 2019-09-24 | 郑州大学 | A kind of PVA fiber and steel fiber reinforced concrete |
-
2020
- 2020-12-30 CN CN202011629698.5A patent/CN112779835B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104119828A (en) * | 2014-07-08 | 2014-10-29 | 福建山外山涂料科技开发有限公司 | Production method and raw material formula of strongly-effective anticracking glue |
| CN108373277A (en) * | 2018-03-13 | 2018-08-07 | 盐城工学院 | A kind of epoxy resin roughening metakaolin based geopolymer and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112779835A (en) | 2021-05-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112779835B (en) | Anti-reflection crack road surface structure based on flexible transformation of rigid road surface | |
| US9783940B2 (en) | Structure and method of pavement on steel deck bridge | |
| KR100818489B1 (en) | Drainage and Low Noise Synthetic Road Pavement Construction with Conservative Substrate | |
| CN211848904U (en) | A composite pouring pavement structure | |
| KR101439236B1 (en) | The environment-friendly composition for soil pavement | |
| CN105236891A (en) | Flexible concrete for seam sealing | |
| CN110593044A (en) | A kind of sisal fiber reinforced cement-based composite pavement road | |
| KR20130023928A (en) | Grouting composition for semi-rigid asphalt concrete using geopolymer | |
| CN204325919U (en) | A kind of bridge deck pavement structure | |
| CN117567870A (en) | Polyurethane modified asphalt, paving structure and construction method thereof | |
| CN107905099A (en) | Drainage asphalt pavement structure suitable for paving steel bridge deck and preparation method thereof | |
| CN111501466A (en) | Method for paving full-asphalt pavement of large-particle-size stone-filling roadbed | |
| CN111304994B (en) | Semi-flexible functional combined structure recovery layer applied to asphalt pavement maintenance | |
| CN212000440U (en) | Drainage road surface structure of urban intersection and bus stop | |
| CN108360327A (en) | A durable new composite material subgrade pavement structure and construction method | |
| Hlail et al. | Toward Semi-Flexible Pavement Application for Iraqi Highway and Airport Pavements: Review its feasibility | |
| CN206800193U (en) | A kind of durable cement concrete bridge floor composite pavement structure | |
| CN113235423B (en) | Fatigue-resistant and anti-rutting steel bridge deck paving structure and paving method | |
| CN112939518B (en) | Pavement structure adhesive, porous concrete base layer and permeable pavement | |
| CN112853840B (en) | Waterproof composite regenerative road graded broken stone cushion material and graded broken stone cushion | |
| CN110436827B (en) | Method for preparing prefabricated pedestrian pavement brick by utilizing pavement milling and planing material regeneration of asphalt pavement | |
| CN213061701U (en) | Magnetic powder modified steel bridge deck asphalt pavement structure | |
| CN110451851B (en) | Method for preparing prefabricated side slope hexagonal protection block by using asphalt pavement surface layer milling material for regeneration | |
| CN212611775U (en) | Connection type semi-flexible pavement structure | |
| CN110342849B (en) | Method for preparing prefabricated drainage groove by utilizing asphalt pavement surface layer milling material for regeneration |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |