CN101016721A - Influent polymer cement concrete pavement structure on stabilization base course and contracture method - Google Patents
Influent polymer cement concrete pavement structure on stabilization base course and contracture method Download PDFInfo
- Publication number
- CN101016721A CN101016721A CN 200710078228 CN200710078228A CN101016721A CN 101016721 A CN101016721 A CN 101016721A CN 200710078228 CN200710078228 CN 200710078228 CN 200710078228 A CN200710078228 A CN 200710078228A CN 101016721 A CN101016721 A CN 101016721A
- Authority
- CN
- China
- Prior art keywords
- polymer
- cement concrete
- cement
- basic unit
- inflow
- 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.)
- Granted
Links
- 239000011388 polymer cement concrete Substances 0.000 title claims abstract description 49
- 238000000034 method Methods 0.000 title claims description 7
- 206010062575 Muscle contracture Diseases 0.000 title 1
- 208000006111 contracture Diseases 0.000 title 1
- 230000006641 stabilisation Effects 0.000 title 1
- 238000011105 stabilization Methods 0.000 title 1
- 239000004567 concrete Substances 0.000 claims abstract description 82
- 239000004568 cement Substances 0.000 claims abstract description 63
- 238000010276 construction Methods 0.000 claims abstract description 20
- 239000010410 layer Substances 0.000 claims abstract description 11
- 229920000642 polymer Polymers 0.000 claims description 69
- 239000000203 mixture Substances 0.000 claims description 25
- 239000002344 surface layer Substances 0.000 claims description 21
- 239000000945 filler Substances 0.000 claims description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 239000004576 sand Substances 0.000 claims description 12
- 239000011398 Portland cement Substances 0.000 claims description 9
- 238000003756 stirring Methods 0.000 claims description 7
- 239000012752 auxiliary agent Substances 0.000 claims description 6
- 239000000839 emulsion Substances 0.000 claims description 6
- 230000005484 gravity Effects 0.000 claims description 5
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 claims description 4
- 230000001680 brushing effect Effects 0.000 claims description 4
- 238000002360 preparation method Methods 0.000 claims description 3
- 239000002671 adjuvant Substances 0.000 claims description 2
- 229910000019 calcium carbonate Inorganic materials 0.000 claims description 2
- 229920002313 fluoropolymer Polymers 0.000 claims description 2
- 239000004811 fluoropolymer Substances 0.000 claims description 2
- 239000010881 fly ash Substances 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 claims description 2
- 239000011414 polymer cement Substances 0.000 claims description 2
- 239000000843 powder Substances 0.000 claims description 2
- 229920005989 resin Polymers 0.000 claims description 2
- 239000011347 resin Substances 0.000 claims description 2
- KNXVOGGZOFOROK-UHFFFAOYSA-N trimagnesium;dioxido(oxo)silane;hydroxy-oxido-oxosilane Chemical compound [Mg+2].[Mg+2].[Mg+2].O[Si]([O-])=O.O[Si]([O-])=O.[O-][Si]([O-])=O.[O-][Si]([O-])=O KNXVOGGZOFOROK-UHFFFAOYSA-N 0.000 claims description 2
- 239000007921 spray Substances 0.000 abstract description 2
- 239000004575 stone Substances 0.000 abstract description 2
- 239000012790 adhesive layer Substances 0.000 abstract 3
- 229920002959 polymer blend Polymers 0.000 abstract 2
- 230000032683 aging Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 19
- 238000005516 engineering process Methods 0.000 description 14
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 3
- 230000008602 contraction Effects 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 229910010272 inorganic material Inorganic materials 0.000 description 2
- 239000011147 inorganic material Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000011433 polymer cement mortar Substances 0.000 description 2
- 229910052710 silicon Inorganic materials 0.000 description 2
- 239000010703 silicon Substances 0.000 description 2
- 230000003712 anti-aging effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010790 dilution Methods 0.000 description 1
- 239000012895 dilution Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000002986 polymer concrete Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
A flow polymer cement concrete road above cement concrete with stable base layer and relative construction comprise a stable base layer 3 and a plated adhesive layer 2, wherein above the adhesive layer 2, the invention uses single-stage stage or intermission-stage broke stone to form porous cement concrete, to be laid and flattened, vibrates the porous cement concrete, and sprays the polymer mixture mechanically on the face of concrete, to flow the polymer mixture into the porous cement concrete, then stuffs some holes in the concrete, to form a flow polymer cement concrete face layer 1. The inventive face layer 1 has high strength, anti-crack property, waterproof property and aging resistance or the like, while the adhesive layer 2 can integrate the face layer and the pitch face layer 3, to bear force together.
Description
One, technical field
The present invention relates to pavement engineering and job practicess thereof such as highway construction, especially stablize inflow formula polymer cement concrete pavement face structure and job practices in the class basic unit.
Two, background technology
1, cement concrete material and job practices thereof
Cement concrete material is a kind of widely known constructional materials, though concrete development has only the history in more than 100 year, nowadays become most widely used in the world wide, consumption is maximum, the constructional materials that almost is seen everywhere.Cement concrete with the cement slurry of inorganic material as adhesive material, bonding rubble and sand.The cement concrete of plastic state has certain fluidity, and closely knit for the inside concrete after guaranteeing to solidify, the general Vibration Technology that adopts is constructed during cast plastic state concrete, and cement paste solidifies the back and forms hard concrete as building stones.The characteristics that it has the convenience of drawing materials, construction is simple, intensity is high, can make arbitrary shape.Yet cement concrete material has himself unsurmountable weakness: the early solidification amount of contraction is big, the inner initial imperfection that easily produces; It is poor, easy to crack to adapt to deformability, and therefore people are devoted to the research of cement concrete modifying always for a long time.
In recent years, the appearance of polymer modified cement-concrete---concrete organising---makes this material of concrete go on a new developing stage again.Polymer modified cement-concrete is with polymer or polymer emulsion modified cement, and with polymer water mud or polymer emulsion modified cement paste as adhesive material, bonding rubble and sand.The resistance to compression of polymer modified cement-concrete, tension, impact strength all are improved largely, and have high erosion-resisting characteristics, and have the adaptable distinguishing feature of deformability, thereby have obtained using comparatively widely.
Polymer modified cement-concrete mainly as concrete repair material, ornament materials and house earth surface paver, also has fragmentary utilization in Structural Engineering, road surface and bridge floor at present.The construction technology of polymer modified cement-concrete has two kinds: 1. when wherein aggregate size is big, adopt and the identical technology of portland cement concrete construction: require polymer modified cement-concrete that bigger flowability is arranged, slump is generally at 3-5cm, cast back vibration compacting, general making thickness is 2-4cm; 2. the particle diameter that ought wherein gather materials hour requires polymer modified cement-concrete (being also referred to as polymer cement mortar) to have bigger flowability equally, adopts the mode that is similar to swabbing, and layering is brushed to the works surface, and general thickness is 0.5-2cm.Preceding a kind of form of construction work is used for the making of house earth surface, a kind of repairing, the decoration etc. of then being used in back.
In use there is following subject matter in existing polymer modified cement-concrete material: when adopting above-mentioned first kind of technology, because the contraction of polymer modified cement-concrete is general always greater than portland cement concrete, even best its amount of contraction of polymer modified cement-concrete of shrinkage is also only identical with ordinary concrete, therefore the shrinkage-compensating seam must be set during the polymer modified cement-concrete paving, can not continuous laying.When adopting second kind of construction technology, in order to guarantee that polymer modified cement-concrete does not ftracture, in the unit volume polymer modified cement-concrete amount of polymeric material big, involve great expense, in addition, the thickness that the technology of layering brushing once forms less (being not more than 1cm), therefore second kind of pavement of road (general all more than 4cm) laying that construction technology generally can not be used for large tracts of land and have certain thickness requirement.
2, the problem of Cun Zaiing
Conventional polymer cement concrete is that polymer, cement, rubble, sand etc. are mixed uniform mixing, the polymer cement concrete of formation, and then the work that paves, and what finally form is the polymer cement concrete of compact structure.Because therefore the polymer cement concrete properties of materials, a lot of problems can occur in the construction, is difficult to implement in engineering.This also just polymer cement concrete be difficult to the reason of large-scale promotion application in engineering.
Three, summary of the invention
The purpose of this invention is to provide a kind of simple in structurely, inflow formula polymer cement concrete pavement face structure and job practices in the formed stable class of the inflow formula polymer cement concrete basic unit are adopted in easy construction.
The present invention is provided with tack coat stablizing in the class basic unit, form the honeycombed cement concrete that is rich in hole more thereon, in hole, flow into polymer composition then, form inflow formula polymer cement concrete surface layer, after flowing into polymer composition, cement concrete is organised be achieved, strengthened concrete deformability, fragility significantly reduces, thereby makes the mechanical property of material excellent more.Inflow formula polymer cement concrete surface layer bonds together by tack coat and stable class basic unit, forms common stressed road structure, has the intensity height, and crack resistance is good, the characteristics of water-tolerant, anti-aging, good corrosion resistance.
The technical scheme that purpose of the present invention adopted is its structure: include and stablize class basic unit, be provided with tack coat stablizing the class substrate surface, inflow formula polymer cement concrete surface layer is arranged on tack coat.
The present invention, stablizing class basic unit is cement stabilized type basic unit, perhaps other stable class basic unit.Stablize class basic unit and play a basic role, the load that bears and disperse the surface layer transmission to get off.Stablize class basic unit and can be cement stabilized macadam base, cement Stability Gravel basic unit etc.
The present invention, tack coat is to be by weight ratio by polymer or polymer and filler---polymer: the waterproof thin layer that filler=1: 0～15 form, can with stable class basic unit and the inflow formula polymer cement concrete surface layer secure bond on it under it.
The present invention flows into formula polymer cement concrete surface layer and by flowing into polymer or polymer and filler in the honeycombed cement concrete is by weight ratio---and polymer: the mixture that filler=1: 0～5 are formed is formed.
The present invention, tack coat and the used polymer of inflow formula Portland Cement Concrete Surface Course are fluoropolymer resin, polymer powder, also can be polymer emulsion.
The present invention, tack coat and the mixture that flows into the used polymer of formula Portland Cement Concrete Surface Course or polymer and filler can add corresponding thinner or water dilutes, also can add corresponding adjuvants, the weight proportion of polymer and thinner or water, auxiliary agent is---polymer: thinner or water: auxiliary agent=1: 0～10: 0～2.
The present invention, filler is active filler, as cement, flyash etc., perhaps is inert filler, as calcium carbonate, French chalk, fine sand etc., perhaps is the mixture that different fillers is formed.
The present invention, honeycombed cement concrete in the inflow formula polymer cement concrete surface layer is made up of rubble and sand, cement, the water of gap grading or single grating, every cubic meter of concrete is by weight ratio--cement: rubble: sand: water=150～450kg: 1200～2200kg: 0～500kg: 60～180kg,, form the cement concrete that is rich in hole.
The present invention after polymer composition is sprayed onto the surface of honeycombed cement concrete pavement, can flow into the inside of honeycombed cement concrete pavement along the space under action of gravity.
Construction method step of the present invention is as follows: the surface in the stable class basic unit that cleared up, adopt machinery or artificial method evenly to mix and stir, the mixture that sprinkling or brushing polymer and filler are formed, form tack coat, tack coat should be finished in the formula of inflow polymer cement hole concrete pavement was constructed preceding 72 hours, adopt cement concrete mixer, according to weight proportion, evenly stir and form the honeycombed cement concrete, adopt the paver honeycombed cement concrete that paves, utilize paver or manually realize the concrete leveling of honeycombed cement, compacting, membrance curing 1-7 days, adopt machinery or artificial method evenly to mix and stir then, the polymer composition that preparation flows into, the polymer composition that flows into is sprayed at the concrete surface of honeycombed cement with machinery, make the polymer composition of inflow rely on gravity to flow into the concrete inside of honeycombed cement along hole, hole in the filling porous cement concrete, thereby form inflow formula polymer cement concrete surface layer, the polymer composition that flows into formula polymer cement concrete surface layer flows into operation and finishes back maintenance 1-7 days.
The inflow formula polymer cement concrete that the present invention adopts has very big difference with existing polymer modified cement-concrete, is embodied in:
(1) inflow formula polymer cement concrete of the present invention is compared with existing polymer modified cement-concrete, its material structure difference, corresponding therewith, mixing proportion design theory is also different: the inflow formula polymer cement concrete of the present patent application is that the hole that utilizes polymer composition to flow in the porous concrete constitutes, therefore, when components such as polymer content, cement factor were identical, both physical and chemical performances, mechanical property had bigger difference; Adapt therewith, in match ratio when design,, the problem that the present invention considers also has bigger difference with traditional polymer cement concrete.
(2) construction technology is obviously different.The construction sequence of the inflow formula polymer cement concrete surface layer of the present patent application is that oneself shakeouts, constructs from jolt ramming technology and be rich in the honeycombed cement concrete of hole at first to adopt paver, need not to adopt road roller to roll after paving; Adopt the hole in the filling porous cement concrete of method that flows into then, form inflow formula polymer cement concrete surface layer at last, therefore construction technology of the present invention is simple and convenient, realizes easily, is convenient to promote.
And existing polymer modified cement-concrete adopts the Vibration Technology construction often in construction; When adopting brushing technique, the thickness of once constructing is little, is difficult to adapt to the extensive construction of pavement of road.
To sum up, to stablize the inflow formula polymer cement concrete pavement face in the class basic unit be a kind of new novel road surface structure that is different from existing various road structures in the present invention.The road surface had both had cement concrete high strength, had the high flexibility of polymer concrete again, had both had the stability of inorganic material, had the cementitiousness of organic material again, and the road surface has the advantage of rigid pavement and flexible pavement simultaneously and respectively goes it short.
The inflow formula polymer cement concrete pavement face structure that the present invention stablizes in the class basic unit can guarantee that good road with the thickness that significantly reduces top course under the prerequisite, brings remarkable economical; Inflow formula polymer cement concrete pavement face is drawn materials conveniently, and construction is simple, quick.
Four, description of drawings
Further specify the present invention in conjunction with the accompanying drawings.
Accompanying drawing is a section structure schematic diagram of the present invention.
---flow into formula polymer cement concrete surface layer 2---tack coats 3---and stablize class basic unit among the figure: 1
Five, the specific embodiment
Below an embodiment:
Its structure is, stablizes class basic unit 3, tack coat 2, flows into formula polymer cement concrete surface layer 1, and stablizing on class basic unit 3 surfaces has tack coat 2, and inflow formula polymer cement concrete surface layer 1 is arranged on tack coat 2.
At first clean the cement stabilized macadam base that forms in advance, the polymer cement mortar of cementation has been brushed in artificial thereon then shop, form tack coat, the weight proportion of tack coat is---polymer (SBR emulsion): filler (Portland cement PO 42.5): water: auxiliary agent (silicon oil foam killer)=1: 3: 1: 0.01, add entry dilution bonding layer material, be beneficial to construction; After 1 hour, has certain dry consistency with the cement concrete mixer preparation, be suitable for asphalt paver from leveling, honeycombed cement concrete from jolt ramming technology, its weight proportion is---Portland cement PO 42.5: rubble (join by single-stage, particle diameter 5-10mm): sand: water=300: 1650: 50: 120, the compound that stirs is transported to the job site with dump truck, pave with asphalt paver, adopt the leveling certainly of paver, realize the concrete leveling of honeycombed cement from jolt ramming technology, compacting, the honeycombed cement layer of concrete of hole is rich in formation, steamroller does not vibrate yet; Film covers health 3 days, spray polymer composition on the surface of honeycombed cement layer of concrete with machinery then, polymer composition has certain fluidity, can rely on gravity flow, flow in the honeycombed cement pore fluid of concrete and go, used polymer composition, its weight proportion is---polymer (benzene emulsion): filler (Portland cement PO 42.5+ sand): water (thinner): (wherein: cement is 3 to auxiliary agent (silicon oil foam killer)=1: 3.1, sand is 0.1): 4.5: 0.01, after the polymer composition of inflow formula polymer cement concrete surface layer 1 flows into the operation end, adopt the plastic sheeting covering curing, 7 days curing times.
Claims (10)
1, the inflow formula polymer cement concrete pavement face structure in a kind of stable class basic unit, include and stablize class basic unit (3), it is characterized in that: stablizing on class basic unit (3) surface has tack coat (2), and inflow formula polymer cement concrete surface layer (1) is arranged on tack coat (2).
2, the inflow formula polymer cement concrete pavement face structure in the stable class according to claim 1 basic unit, it is characterized in that: stablizing class basic unit (3) is cement stabilized type basic unit, or other stable class basic unit.
3, the inflow formula polymer cement concrete pavement face structure in the stable class according to claim 1 basic unit, it is characterized in that: tack coat (2) is to be by weight ratio by polymer or polymer and filler---polymer: the waterproof thin layer that filler=1: 0～15 form, can with stable class basic unit (3) under it and inflow formula polymer cement concrete surface layer (1) secure bond on it.
4, the inflow formula polymer cement concrete pavement face structure in the stable class according to claim 1 basic unit, it is characterized in that: flowing into formula polymer cement concrete surface layer (1) by flowing into polymer or polymer and filler in the honeycombed cement concrete is by weight ratio---polymer: the mixture that filler=1: 0～5 are formed is formed.
5, according to the inflow formula polymer cement concrete pavement face structure in claim 3, the 4 described stable class basic units, it is characterized in that: tack coat and to flow into the used polymer of formula Portland Cement Concrete Surface Course be fluoropolymer resin, polymer powder or polymer emulsion.
6, according to the inflow formula polymer cement concrete pavement face structure in claim 3, the 4 described stable class basic units, it is characterized in that: the polymer that tack coat and the formula of inflow Portland Cement Concrete Surface Course are used or the mixture of polymer and filler can middlely add corresponding thinner or water dilutes, also can add corresponding adjuvants, the weight proportion of polymer and thinner or water, auxiliary agent is---polymer: thinner or water: auxiliary agent=1: 0～10: 0～2.
7, according to the inflow formula polymer cement concrete pavement face structure in claim 3, the 4 described stable class basic units, it is characterized in that: filler is active filler, as cement, flyash etc., it perhaps is inert filler, as calcium carbonate, French chalk, fine sand etc., perhaps be the mixture that different fillers is formed.
8, the inflow formula polymer cement concrete pavement face structure in the stable class according to claim 4 basic unit, it is characterized in that: the honeycombed cement concrete that flows in the formula polymer cement concrete surface layer (1) is made up of rubble and sand, cement, the water of gap grading or single grating, every cubic meter of concrete is by weight ratio---cement: rubble: sand: water=150～450kg: 1200～2200kg: 0～500kg: 60～180kg forms the cement concrete that is rich in hole.
9, the inflow formula polymer cement concrete pavement face structure in the stable class according to claim 4 basic unit, it is characterized in that: after polymer composition is sprayed onto the surface of honeycombed cement concrete pavement (1), can under action of gravity, flow into the inside of honeycombed cement concrete pavement (1) along the space.
10, inflow formula polymer cement concrete pavement face construction method in a kind of stable class basic unit, it is characterized in that step is as follows: surface in the stable class basic unit (3) that cleared up, adopt machinery or artificial method evenly to mix and stir, the mixture that sprinkling or brushing polymer and filler are formed, form tack coat (2), tack coat (2) should be finished in inflow formula polymer cement hole concrete pavement (1) was constructed preceding 72 hours, adopt cement concrete mixer, according to weight proportion, evenly stir and form the honeycombed cement concrete, adopt the paver honeycombed cement concrete that paves, utilize paver or manually realize the concrete leveling of honeycombed cement, compacting, membrance curing 1-7 days, adopt machinery or artificial method evenly to mix and stir then, the polymer composition that preparation flows into, the polymer composition that flows into is sprayed at the concrete surface of honeycombed cement with machinery, make the polymer composition of inflow rely on gravity to flow into the concrete inside of honeycombed cement along hole, hole in the filling porous cement concrete, thereby form inflow formula polymer cement concrete surface layer (1), the polymer composition that flows into formula polymer cement concrete surface layer (1) flows into operation and finishes back maintenance 1-7 days.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100782282A CN100554586C (en) | 2007-02-14 | 2007-02-14 | Stablize inflow formula polymer cement concrete pavement face structure and job practices in the class basic unit |
| PCT/CN2008/000271 WO2008101395A1 (en) | 2007-02-14 | 2008-02-02 | A concrete pavement and the construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100782282A CN100554586C (en) | 2007-02-14 | 2007-02-14 | Stablize inflow formula polymer cement concrete pavement face structure and job practices in the class basic unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101016721A true CN101016721A (en) | 2007-08-15 |
| CN100554586C CN100554586C (en) | 2009-10-28 |
Family
ID=38725930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100782282A Expired - Fee Related CN100554586C (en) | 2007-02-14 | 2007-02-14 | Stablize inflow formula polymer cement concrete pavement face structure and job practices in the class basic unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100554586C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021872A (en) * | 2010-09-20 | 2011-04-20 | 天津市市政工程研究院 | Vibration molding-based method for design of mix proportion of graded broken stones |
-
2007
- 2007-02-14 CN CNB2007100782282A patent/CN100554586C/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021872A (en) * | 2010-09-20 | 2011-04-20 | 天津市市政工程研究院 | Vibration molding-based method for design of mix proportion of graded broken stones |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100554586C (en) | 2009-10-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1948622A (en) | Polymer modified cement hole concrete road surface structure and construction method | |
| CN101016716B (en) | Influent polymer cement concrete pavement structure on asphalt surface and construction method | |
| CN100999890A (en) | Road surface structure of felexiable fibre emulsifying asphalt stable material as base and construction method thereof | |
| CN100552140C (en) | The structure of steel bridge deck having polymer porous concrete surface surface layer and job practices | |
| CN100554584C (en) | Spary forms on the porous polymer concrete facing colored road surface and job practices | |
| CN103882788B (en) | Based on the method for constructing roadway of the modification roller compacted concrete surface layer of enzyme soil cured substrate layer | |
| CN100552136C (en) | Spary forms on the honeycombed cement concrete pavement colored road surface and job practices | |
| KR101075260B1 (en) | Urethane resin mortar composite and road paving construction method using urethane resin mortar composite | |
| CN101016717B (en) | Porous cement concrete cement pavement having bond coat on rolled cement concrete and construction method therefor | |
| CN101016718B (en) | Influent polymer cement concrete pavement structure on cement concrete and construction method therefor | |
| CN204940039U (en) | Plant stone Bridge Surface Paving by Cement structure for one kind | |
| CN100554586C (en) | Stablize inflow formula polymer cement concrete pavement face structure and job practices in the class basic unit | |
| CN100552141C (en) | The structure of bridge deck having polymer porous concrete surface layer and job practices | |
| CN104878672A (en) | Stone-planted cement concrete bridge deck paving structure and method | |
| CN106431149A (en) | Precast concrete pavement slab and mounting method thereof | |
| CN108179672A (en) | A kind of sponge-type road structure and its method for paving | |
| CN100552137C (en) | Asphalt surface course is provided with the honeycombed cement surface concrete membrane and the job practices of tack coat | |
| KR960011337B1 (en) | Process for the preparation of concrete panel | |
| JP2005008841A (en) | Special adhesive, method for producing special adhesive at normal temperature and method for utilizing the same at normal temperature | |
| KR100907751B1 (en) | Packaging method using soybeans | |
| JP5440832B2 (en) | Earth-based paving material | |
| KR200241523Y1 (en) | Elastic and Permeable concrete pavement structure to storing basic water | |
| KR100397757B1 (en) | Aggregate Wste land concrete and construction method thereby | |
| CN109695189A (en) | A kind of preparation method of the pervious concrete pavement with stamp surface layer | |
| CN200961228Y (en) | Polymer modified cement hole concrete pavement structure |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091028 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |