CN107814536A - A kind of civic building engineering pavement concrete - Google Patents
A kind of civic building engineering pavement concrete Download PDFInfo
- Publication number
- CN107814536A CN107814536A CN201711187623.4A CN201711187623A CN107814536A CN 107814536 A CN107814536 A CN 107814536A CN 201711187623 A CN201711187623 A CN 201711187623A CN 107814536 A CN107814536 A CN 107814536A
- Authority
- CN
- China
- Prior art keywords
- parts
- building engineering
- civic building
- pavement concrete
- engineering pavement
- 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.)
- Withdrawn
Links
Classifications
-
- 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
- C04B28/02—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 hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
The invention belongs to civic building highway technology field, discloses a kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:60 100 parts of Portland cement, 35 parts of amorphous state C 12 A 7,20 30 parts of modified emulsifying asphalt, 48 parts of natural wollastonite in powder, 14 parts of composite fibre, 0.01 0.08 parts of defoamer, 0.5 2 parts of water reducer, 10 20 parts of sand, 20 40 parts of stone, 20 30 parts of water.Civic building engineering of the present invention is formed with pavement concrete by organic-inorganic Material cladding, has the performance advantages such as high tenacity, shock resistance, cracking resistance, wear-resistant, antiskid.
Description
Technical field
The invention belongs to civic building highway technology field, and in particular to a kind of civic building engineering pavement concrete.
Background technology
At present, highway pavement material mainly has two kinds of bituminous concrete and cement concrete in China's civic building engineering,
Asphalt concrete pavement has the advantages that flatness is high, road-ability is good, simple maintenance, but there is also by amblent air temperature
Influence big, summer high temperature season non-deformability is poor, easy embrittlement cracking and the problems such as poor durability during winter low temperature.Cement
Concrete road surface has that service life is long, maintenance work amount is small, resource consumption is few, easy construction, Traffic volume level and environment is fitted
The advantages that Ying Xingqiang.But normal concrete is a kind of typical fragile material, and bending tensile strength is low with deformability, therefore cement
Concrete road surface fragility is big, road-ability is poor, shock resistance and anti-fatigue ability are weak, easy brittle failure, easily occurs surface knot too early
Structure destroys.
The content of the invention
The problem of present invention is individually present for above two material, there is provided one kind has bituminous concrete and coagulating cement concurrently
The civic building engineering pavement concrete of native advantage, have the performances such as high tenacity, shock resistance, cracking resistance, wear-resistant, antiskid excellent
Gesture.To reach above-mentioned purpose, the present invention uses following technical scheme, a kind of civic building engineering pavement concrete, by following
The raw material composition of parts by weight:Portland cement 60-100 parts, amorphous state C 12 A 7 3-5 parts, modified emulsifying drip
Blue or green 20-30 parts, natural wollastonite in powder 4-8 parts, composite fibre 1-4 parts, defoamer 0.01-0.08 parts, water reducer 0.5-2 parts, sand
10-20 parts, stone 20-40 parts, water 20-30 parts.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into.
Preferably, the compound emulsifying agent is by bromination trimethyloctadecyl ammonium, chlorodimethyl double dodecyl ammonium, 2-
One kind and tertiary amine-type in triethylene tetramine methylene -4- nonyl phenols, iodate trimethyl-perfluorinated octyl sulfuryl amine propyl ammonium
Wooden amine asphalt emulsifier is combined.
It is furthermore preferred that the compound emulsifying agent is wooden by iodate trimethyl-perfluorinated octyl sulfuryl amine propyl ammonium and tertiary amine-type
Amine asphalt emulsifier is combined.
The polymer emulsion is one in Carboxy emulsion, VAE emulsions, water based epoxy vinylacrylic acid emulsion
Kind.
The natural wollastonite in powder fineness is 600-800 mesh.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is in polypropylene glycerol aether, dimethyl silicone polymer, tributyl phosphate and dibutylphosphoric acid ester
It is a kind of.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.6-2.8.
The stone is 5-25mm continuous gradings.
Modified emulsifying asphalt in the present invention makes polymer particle be combined with bitumen particle, formed under Strong shear effect
It is emulsified the polymer-asphalt particulate of agent molecule encapsulating.The surface-active substances such as iodate trimethyl-perfluorinated octyl sulfuryl amine propyl ammonium
Matter can be adsorbed on pitch particle and water termination, significantly reduce pitch and the free energy of water termination, form it uniform and stabilization
Emulsion.Because some surface reactive materials contained in modified emulsifying asphalt have deferred action, hydrated cementitious can be delayed, make water
Mud condensation cure time lengthening, amorphous state C 12 A 7, internal particle are in No- L aw Order, without certain geometry outside
Shape, activity is higher, can accelerate hydrated cementitious setting rate, shortens setting time, when hydrated cementitious is accelerated, consumes substantial amounts of water
Divide the de-emulsification speed for also accelerating emulsified asphalt, the IPN network of formation.Composite fibre can improve the crack resistance of concrete,
Natural wollastonite in powder has pin, Rod-like shape structure, the three-dimensional random distribution in system, can also improve the crack resistance of material
Can, both, which act synergistically, makes that concrete pavement performance of the present invention is more balanced, and cost performance is higher.Made by the collaboration of various materials
With significantly improving the fragility of cement concrete, make concrete of the present invention that there is good toughness and ductility, improve municipal administration and build
Build engineering pavement concrete shock resistance.
The invention has the advantages that:
(1) surfactant in the present invention in modified emulsifying asphalt can significantly reduce the surface tension of system, make water
Mud quickly, can be mixed uniformly with pitch, and hydrated cementitious and the synchronous progress of pitch demulsification, both combine closely to form half firm half
Soft pavement structure.
(2) civic building engineering of the present invention is formed with pavement concrete by organic-inorganic Material cladding, is had high tenacity, is resisted
The performance advantage such as impact, cracking resistance, wear-resistant, antiskid.
Embodiment
Embodiments of the invention are described in detail below, but the present invention can be limited and covered according to claim
Multitude of different ways implement.Based on the embodiment in the present invention, those of ordinary skill in the art are not making creative labor
The every other embodiment obtained under the premise of dynamic, belongs to the scope of protection of the invention.
Embodiment 1
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
60 parts, 5 parts of amorphous state C 12 A 7,30 parts of modified emulsifying asphalt, 4 parts of natural wollastonite in powder, 4 parts of composite fibre, defoaming
0.01 part of agent, 2 parts of water reducer, 10 parts of sand, 40 parts of stone, 20 parts of water.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into compound emulsifying agent therein is combined by bromination trimethyloctadecyl ammonium and tertiary amine-type wooden amine asphalt emulsifier.
The polymer emulsion is Carboxy emulsion.
The natural wollastonite in powder fineness is 600 mesh.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is polypropylene glycerol aether.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.6.
The stone is 5-25mm continuous gradings.
Embodiment 2
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
100 parts, 3 parts of amorphous state C 12 A 7,20 parts of modified emulsifying asphalt, 8 parts of natural wollastonite in powder, 1 part of composite fibre, defoaming
0.08 part of agent, 0.5 part of water reducer, 20 parts of sand, 20 parts of stone, 30 parts of water.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into compound emulsifying agent therein is combined by the double dodecyl ammoniums of chlorodimethyl with tertiary amine-type wooden amine asphalt emulsifier.
The polymer emulsion is VAE emulsions.
The natural wollastonite in powder fineness is 800 mesh.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is dimethyl silicone polymer.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.8.
The stone is 5-25mm continuous gradings.
Embodiment 3
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
85 parts, 4 parts of amorphous state C 12 A 7,24 parts of modified emulsifying asphalt, 5 parts of natural wollastonite in powder, 3 parts of composite fibre, defoaming
0.04 part of agent, 1 part of water reducer, 16 parts of sand, 35 parts of stone, 23 parts of water.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into wherein compound emulsifying agent is answered by 2- triethylene tetramines methylene -4- nonyl phenols and tertiary amine-type wooden amine asphalt emulsifier
Conjunction forms.
The polymer emulsion is water based epoxy vinylacrylic acid emulsion.
The natural wollastonite in powder fineness is 650 mesh.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is tributyl phosphate.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.7.
The stone is 5-25mm continuous gradings.
Embodiment 4
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
70 parts, 3.5 parts of amorphous state C 12 A 7,26 parts of modified emulsifying asphalt, 7 parts of natural wollastonite in powder, 2 parts of composite fibre, disappear
0.06 part of infusion, 1.2 parts of water reducer, 16 parts of sand, 28 parts of stone, 24 parts of water.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into wherein compound emulsifying agent is answered by iodate trimethyl-perfluorinated octyl sulfuryl amine propyl ammonium and tertiary amine-type wooden amine asphalt emulsifier
Conjunction forms.
The polymer emulsion is water based epoxy vinylacrylic acid emulsion.
The natural wollastonite in powder fineness is 680 mesh.
The composite fibre is by polyacrylonitrile fibre, polyurethane fiber and brucite fiber by weight 1:1:2 compositions.
The defoamer is dibutylphosphoric acid ester.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.8.
The stone is 5-25mm continuous gradings.
Embodiment 5
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
70 parts, 4.2 parts of amorphous state C 12 A 7,28 parts of modified emulsifying asphalt, 5.5 parts of natural wollastonite in powder, 3 parts of composite fibre,
0.02 part of defoamer, 1.3 parts of water reducer, 12 parts of sand, 32 parts of stone, 25 parts of water.
Comparative example 1
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
85 parts, 24 parts of modified emulsifying asphalt, 5 parts of natural wollastonite in powder, 3 parts of composite fibre, 0.04 part of defoamer, 1 part of water reducer, sand 16
Part, 35 parts of stone, 23 parts of water.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into wherein compound emulsifying agent is answered by 2- triethylene tetramines methylene -4- nonyl phenols and tertiary amine-type wooden amine asphalt emulsifier
Conjunction forms.
The polymer emulsion is water based epoxy vinylacrylic acid emulsion.
The natural wollastonite in powder fineness is 650 mesh.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is tributyl phosphate.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.7.
The stone is 5-25mm continuous gradings.
Comparative example 2
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
85 parts, 4 parts of amorphous state C 12 A 7,24 parts of modified emulsifying asphalt, 3 parts of composite fibre, 0.04 part of defoamer, water reducer 1
Part, 16 parts of sand, 35 parts of stone, 23 parts of water.
The modified emulsifying asphalt be by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear prepare and
Into wherein compound emulsifying agent is answered by 2- triethylene tetramines methylene -4- nonyl phenols and tertiary amine-type wooden amine asphalt emulsifier
Conjunction forms.
The polymer emulsion is water based epoxy vinylacrylic acid emulsion.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is tributyl phosphate.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.7.
The stone is 5-25mm continuous gradings.
Comparative example 3
A kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement
85 parts, 4 parts of amorphous state C 12 A 7,24 parts of emulsified asphalt, 5 parts of natural wollastonite in powder, 3 parts of composite fibre, defoamer
0.04 part, 1 part of water reducer, 16 parts of sand, 35 parts of stone, 23 parts of water.
The emulsified asphalt is to be prepared by matrix pitch and polymer emulsion through high speed shear.
The polymer emulsion is water based epoxy vinylacrylic acid emulsion.
The natural wollastonite in powder fineness is 650 mesh.
The composite fibre is made up of polyacrylonitrile fibre, polyurethane fiber and brucite fiber.
The defoamer is tributyl phosphate.
The water reducer is polycarboxylate water-reducer.
The sand is washed-out sand, modulus of fineness 2.7.
The stone is 5-25mm continuous gradings.
Performance test
By the civic building engineering obtained by embodiment 1-5 and comparative example 1-3 with pavement concrete with reference to JTJE30-2005
《Highway engineering cement and cement concrete testing regulations》In method of testing, test axial compressive strength and compression elasticity respectively
Modulus and bending tensile strength and anti-moment design value.As a result it see the table below 1.
The result of the test of table 1
Embodiment described above is only the preferred embodiments of the present invention, is not intended to limit the invention, for this area
For technical staff, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made is any
Modification, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (8)
1. a kind of civic building engineering pavement concrete, is made up of the raw material of following parts by weight:Portland cement 60-
100 parts, amorphous state C 12 A 7 3-5 parts, modified emulsifying asphalt 20-30 parts, natural wollastonite in powder 4-8 parts, composite fibre
1-4 parts, defoamer 0.01-0.08 parts, water reducer 0.5-2 parts, sand 10-20 parts, stone 20-40 parts, water 20-30 parts.
2. civic building engineering pavement concrete according to claim 1, it is characterised in that the modified emulsifying asphalt
It is to be prepared by matrix pitch, compound emulsifying agent and polymer emulsion through high speed shear.
3. civic building engineering pavement concrete according to claim 2, it is characterised in that the compound emulsifying agent by
The double dodecyl ammonium of bromination trimethyloctadecyl ammonium, chlorodimethyl, 2- triethylene tetramine methylene -4- nonyl phenols,
One kind in iodate trimethyl-perfluorinated octyl sulfuryl amine propyl ammonium is combined with tertiary amine-type wooden amine asphalt emulsifier.
4. civic building engineering pavement concrete according to claim 3, it is characterised in that the compound emulsifying agent by
Iodate trimethyl-perfluorinated octyl sulfuryl amine propyl ammonium is combined with tertiary amine-type wooden amine asphalt emulsifier.
5. civic building engineering pavement concrete according to claim 2, it is characterised in that the polymer emulsion is
One kind in Carboxy emulsion, VAE emulsions, water based epoxy vinylacrylic acid emulsion.
6. civic building engineering pavement concrete according to claim 1, it is characterised in that the composite fibre is by gathering
Dralon, polyurethane fiber and brucite fiber composition.
7. civic building engineering pavement concrete according to claim 1, it is characterised in that the defoamer is polyoxy
One kind in propylene glycerin ether, dimethyl silicone polymer, tributyl phosphate and dibutylphosphoric acid ester.
8. civic building engineering pavement concrete according to claim 1, it is characterised in that the water reducer is poly- carboxylic
Sour water reducer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711187623.4A CN107814536A (en) | 2017-11-24 | 2017-11-24 | A kind of civic building engineering pavement concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711187623.4A CN107814536A (en) | 2017-11-24 | 2017-11-24 | A kind of civic building engineering pavement concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107814536A true CN107814536A (en) | 2018-03-20 |
Family
ID=61610148
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711187623.4A Withdrawn CN107814536A (en) | 2017-11-24 | 2017-11-24 | A kind of civic building engineering pavement concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107814536A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110357512A (en) * | 2019-06-26 | 2019-10-22 | 海南圣岛科技有限公司 | Road construction concrete and preparation method thereof |
CN111187054A (en) * | 2020-03-25 | 2020-05-22 | 安徽虹达道路桥梁工程有限公司 | Pavement concrete for municipal building engineering |
CN111548091A (en) * | 2020-05-20 | 2020-08-18 | 深圳市东大洋建材有限公司 | Concrete for road surface stabilizing layer and preparation method thereof |
CN112811871A (en) * | 2021-01-20 | 2021-05-18 | 武汉中地大非开挖研究院有限公司 | Spray-built cement-based mortar material for repairing low-temperature trenchless pipeline and preparation method thereof |
CN117776634A (en) * | 2024-02-28 | 2024-03-29 | 内蒙古工业大学 | Conductive concrete based on solid waste conductive phase and preparation method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100999890A (en) * | 2006-12-30 | 2007-07-18 | 马银华 | Road surface structure of felexiable fibre emulsifying asphalt stable material as base and construction method thereof |
CN101844894A (en) * | 2010-05-31 | 2010-09-29 | 郑州筑邦建材有限公司 | Flexible grout material for concrete pavement |
CN103864374A (en) * | 2012-12-10 | 2014-06-18 | 中国石油天然气股份有限公司 | Semi-flexible pavement base material and preparation method thereof |
-
2017
- 2017-11-24 CN CN201711187623.4A patent/CN107814536A/en not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100999890A (en) * | 2006-12-30 | 2007-07-18 | 马银华 | Road surface structure of felexiable fibre emulsifying asphalt stable material as base and construction method thereof |
CN101844894A (en) * | 2010-05-31 | 2010-09-29 | 郑州筑邦建材有限公司 | Flexible grout material for concrete pavement |
CN103864374A (en) * | 2012-12-10 | 2014-06-18 | 中国石油天然气股份有限公司 | Semi-flexible pavement base material and preparation method thereof |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110357512A (en) * | 2019-06-26 | 2019-10-22 | 海南圣岛科技有限公司 | Road construction concrete and preparation method thereof |
CN111187054A (en) * | 2020-03-25 | 2020-05-22 | 安徽虹达道路桥梁工程有限公司 | Pavement concrete for municipal building engineering |
CN111187054B (en) * | 2020-03-25 | 2022-01-07 | 安徽虹达道路桥梁工程有限公司 | Pavement concrete for municipal building engineering |
CN111548091A (en) * | 2020-05-20 | 2020-08-18 | 深圳市东大洋建材有限公司 | Concrete for road surface stabilizing layer and preparation method thereof |
CN112811871A (en) * | 2021-01-20 | 2021-05-18 | 武汉中地大非开挖研究院有限公司 | Spray-built cement-based mortar material for repairing low-temperature trenchless pipeline and preparation method thereof |
CN117776634A (en) * | 2024-02-28 | 2024-03-29 | 内蒙古工业大学 | Conductive concrete based on solid waste conductive phase and preparation method thereof |
CN117776634B (en) * | 2024-02-28 | 2024-05-07 | 内蒙古工业大学 | Conductive concrete based on solid waste conductive phase and preparation method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107814536A (en) | A kind of civic building engineering pavement concrete | |
CN102644225B (en) | Multifunctional self-snow-melting, anti-skidding, water-drainage and noise-reduction bituminous pavement | |
CN103145396B (en) | Multifunctional quick repair material for cement concrete pavements and preparation method thereof | |
CN102786258B (en) | Crack self-healing bituminous concrete and preparation method thereof | |
CN109160781B (en) | High-strength water-permeable concrete and preparation method thereof | |
CN107304117A (en) | A kind of Wind turbines tower ultrahigh-strength self-compacting clear-water concrete | |
CN102557555A (en) | Mineral fiber-modified flexible rubber concrete | |
CN108359255A (en) | A kind of modified pitch and the high intensity pervious asphalt concrete with the pitch | |
CN107935458A (en) | Cold mixing cold laid asphaltic concrete and preparation method thereof | |
CN107867814A (en) | A kind of elastic concrete | |
CN102503307A (en) | Novel high-strength expansive concrete | |
CN110342854A (en) | A kind of porous mixture of concrete bridge deck pavement polyurethane rubber and its preparation | |
CN112430012A (en) | Basalt composite fiber and asphalt mixture containing basalt composite fiber | |
CN102503312A (en) | Polyvinyl alcohol fiber-reinforced cement stabilized macadam pavement base material | |
CN101660287A (en) | Multi-scale fiber reinforced cement stable gravel roadbase material | |
CN103073244A (en) | Bamboo fiber concrete and preparation method thereof | |
CN102757654A (en) | Prime coat oil and method for preparing same | |
CN107265926A (en) | Inspire confidence in basalt fibre water-permeating pitch mixed material in one kind incorporation North America | |
CN112252108B (en) | Road construction method for in-situ cold recycling of asphalt pavement | |
CN107721330B (en) | Durable cement concrete pavement slab bottom grouting material and preparation method thereof | |
CN109796155A (en) | A kind of bituminous concrete and its road construction method | |
CN106747181A (en) | Concrete that a kind of bridge is poured and preparation method thereof | |
CN111087203A (en) | High-damping concrete and preparation method thereof | |
CN101161937A (en) | Special section hollow polymer fiber reinforcement emulsified asphalt slurry seal | |
CN110372295A (en) | High-intensity and high-tenacity light polyurethane rubber bridge deck pavement material and its preparation |
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 | ||
WW01 | Invention patent application withdrawn after publication | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180320 |