CN1644800A - Bridge paving material with big span - Google Patents
Bridge paving material with big span Download PDFInfo
- Publication number
- CN1644800A CN1644800A CN 200510038106 CN200510038106A CN1644800A CN 1644800 A CN1644800 A CN 1644800A CN 200510038106 CN200510038106 CN 200510038106 CN 200510038106 A CN200510038106 A CN 200510038106A CN 1644800 A CN1644800 A CN 1644800A
- Authority
- CN
- China
- Prior art keywords
- rubber powder
- emulsion
- styrene
- parts
- percent
- 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
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Road Paving Structures (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
A paving material for the large-span bridge is prepared from thioaluminate and/or silicate cement, emulsion of polymer resin or the water-dispersed polymer adhesive powder, fine sand, broken stone, inorganic modifier and reinforcing fibres. Its advantages are high strength, adhesive and antiwear nature, and low shrinkage.
Description
One, the technical field
The invention relates to a road construction surface layer material, in particular to a composite material for paving a bridge deck, and specifically relates to a large-span bridge paving material.
Second, background Art
The large-span bridge refers to a bridge spanning big rivers, big rivers and seas, an urban viaduct and the like. The bridge deck is mostly composed of a plurality of hollow steel boxes, commonly called steel box girders, and the bridge with the structure is sometimes called steel box bridge for short. Due to the large span, the vertical amplitude of the bridge deck is also large, for example, when the bridge deck is loaded, the design of the central area of the bridge deck allows the amplitude to reach as much as 1 meter (namely, the bridge deck is allowed to sink 1 meter); the steel has poor heat compatibility, the surface temperature of the steel changes along with the difference of the environmental temperature, the hollow structure is not ventilated, and the temperature of the bridge deck is more than 10 ℃ higher than that of the common steel bridge deck in summer. All of these means that there is a specific requirement for the paving material of the bridge deck of the large-span steel box bridge, firstly, the thickness of the paving surface layer is required to be less than 8cm in order to avoid the overload caused by the increase of the dead weight, and meanwhile, certain flexibility, stability at high temperature and low temperature, crack resistance and fatigue resistance are required on the premise of meeting the strength, sealing performance and the like, and the paving material can be synchronous with the thermal expansion and cold contraction of the steel without fracture.
The steel bridge deck pavement material starts to use cast asphalt concrete, later uses asphalt mastic (SMA), and the latest popularization in China at present is epoxy asphalt concrete, wherein a thin adhesive layer (epoxy asphalt) is firstly coated on a steel plate coated with an anti-rust layer, an epoxy asphalt mixture (lower layer) is paved on the steel plate, then a thin adhesive layer (epoxy asphalt) is coated on the steel plate, and finally an upper layer (epoxy asphalt mixture) is paved. Needs on-site preparation and various mechanical devices, and has complex construction. In addition, the inherent defects of the asphalt still exist, namely, the asphalt is easy to be oxidized and degraded, and has poor water resistance, slip resistance and durability, and the high-temperature anti-rutting performance and the low-temperature anti-cracking performance are also poor.
The method enters the high-speed development period of the large-span bridge after the self-reformation and the opening of China. In a large number of large-span steel box bridges which are built, along with the increase of service life, bridge decks are damaged quite a lot, some are repaired, some are repairing, and some are about to be repaired. Therefore, the bridge deck pavement material has become one of the key technologies for constructing the large-span steel box bridge, is highly valued by the international engineering and academic circles, and is a worldwide engineering technical problem. The bridge deck pavement material of the large-span steel box bridge suitable for the national conditions of China is researched and developed at present, and is an urgent matter for the large-span steel box bridge which is built or is being built or is about to be built.
Third, the invention
The invention relates to a composite material, which is intended to be used for paving a bridge deck of a large-span steel bar bridge. The composite material comprises the following components in percentage by weight:
30-90% of sulphoaluminate and/or silicate hydraulic material
0.1 to 40 percent of polymer resin emulsion or water-redispersible polymer rubber powder
6 to 60 percent of fine sand
3 to 30 percent of broken stone
0.1 to 15 percent of inorganic modifier
0.5 to 6 percent of reinforcing fiber
The preferable weight percentages of the components are 45-80%, 3-30%, 10-50%, 5-20%, 0.5-10% and 1-5% in sequence.
Hydraulic materials are hydraulic binders, commonly known as cements. The present invention uses either sulphoaluminate cement or portland cement. The sulphoaluminate cement belongs to early strength cement, namely, the sulphoaluminate cement can be quickly set and hardened, and in the conventional technology, when a concrete product needs to compensate shrinkage or the shrinkage of the concrete product needs to be strictly controlled, adding a proper amount of sulphoaluminate cement is one of the technical means for solving the problem. Because the sulphoaluminate may react with calcium sulphate to form an expandable ettringite mineral phase. The invention fully exerts the functions of early strength and shrinkage compensation through compounding. In the invention, the two can be used independently, but the two are preferably used in a compounding way, and the early strength portland cement (also called as portland quick-hardening cement) is preferred to be compounded.
The redispersible polymer powder is also called redispersible powder resin, and is a powder resin prepared by spray drying polymer resin emulsion, and the powder resin can be recovered and redispersed to form resin emulsion after being added with water, so that the redispersible powder resin is called redispersible powder resin. In the application, acrylate emulsion (pure acrylic emulsion), styrene-acrylate emulsion (styrene-acrylic emulsion), styrene-butadiene (polymer) emulsion (styrene-butadiene emulsion), carboxylic styrene-butadiene emulsion, epoxy emulsion and the like can be used, or the emulsion is subjected to spray drying to obtain pure acrylic rubber powder, styrene-butadiene rubber powder, carboxylic styrene-butadiene rubber powder, epoxy rubber powder and the like. The acrylic esters include methyl, ethyl, butyl, octyl, etc. of acrylic or methacrylic acid. The emulsion or the rubber powder can be used alone or in combination of two or more. Preferably pure acrylic emulsion or/and styrene-acrylic emulsion or/and carboxyl styrene-butadiene emulsion, or pure acrylic rubber powder or/and styrene-acrylic rubber powder or/and carboxyl styrene-butadiene rubber powder. If the rubber powder is used, the rubber powder can be directly and uniformly mixed with other components; if the emulsion is used, the emulsion is separately packaged and forms a two-component product together with other uniformly mixed components, and the emulsion is added when being prepared on a construction site.
The fine sand and the crushed stone function as aggregate, namely, the commonly used graded building material, and the fine sand comprises river sand, sea sand, mountain sand and the like.
The inorganic modifier can be active silica or/and fly ash or/and volcanic ash or/and geopolymer. Preferably active silica or/and geopolymers.
The reinforcing fiber is commonly used in concrete, such as steel (stainless steel) fiber, natural fiber, organic polymer fiber, carbon fiber, glass fiber, and the like, and in the application, polymer fiber or/and carbon fiber or/and glass fiber is preferred, and alkali-resistant or alkali-resistant glass fiber or/and polypropylene fiber is preferred.
One or more than two of the following components can be selectively added into the paving material to improve the related specific performance
0.1 to 4 percent of defoaming agent
0.1 to 4 percent of wetting agent
0.1-3% of coagulation regulator
0.01-2% of plasticizing rheological agent.
The defoaming agent comprises octanol, pentanol, tributyl phosphate, polyethylene glycol fatty acid ester and the like.
The wetting agent comprises polyacrylic acid sodium salt and C8～C20Alkylphenol ethoxylates and the like.
The setting regulators include sodium borate, boric acid, citric acid, lithium carbonate, and the like.
The plasticizing rheological agent comprises naphthalene sulfonate, polycarboxylate, sulfonated melamine formaldehyde resin and the like.
The paving material is simple to prepare, and the components are mixed and stirred uniformly according to a certain proportion to obtain a dry stirring material, and the dry stirring material is sealed and packaged. For a two-component product, the liquid components are added at the time of preparation at the construction site. The paving material is convenient to construct, the dry mixed material is added with water and stirred to obtain slurry, and a well-known casting machine or spreading machine is used for paving the bridge deck or repairing the road surface of a high-grade highway or an expressway.
The compounding is one of the main approaches for scientific development and application of materials, good micro-grading is formed by reasonably adjusting parameters such as the mixing amount proportion and the like, the compounding effect among all components can be maximized, such as the micro-aggregate effect, the morphological effect, the interface effect, the volcanic ash effect, the ball lubrication effect and the like, so that the mutual superposition is realized, the synergistic enhancement effect of 1+2 or more than 3 is realized by the total compounding effect, and the overall comprehensive performance is improved to adapt to the requirements of working conditions.
The technical performance index of the composite material is closely related to the internal microstructure, density, uniformity and the like of the composite material.
The modification of the polymer is multifaceted and mainlyhas the functions of crosslinking and densification. The cross-linking action on one hand excites and regulates the hydration reaction of inorganic hydraulic materials, the polymer film-forming self-crosslinking reaction, on the other hand, the polymer molecules and inorganic mineral hydration products such as cement and the like generate chemical bonding, namely the ionic bonding between carboxyl and calcium ions generated by the hydration of the cement, polymer molecular chains generate cross-linking through the calcium ions to form a network, so that the interface bonding strength is improved, crystals and colloids of expanded calcium sulphoaluminate or calcium silicate are formed by whiskers, a three-dimensional space network structure is formed, the mechanical property of the whole composite material is enhanced, the mixture has surface thixotropy, the flexibility and the stirring stability are improved, the opening time is prolonged, the early solidification, the high strength, the volume shrinkage compensation and the new and old interface binding power of the mixture are promoted; the abrasion resistance of the surface of the raw material is improved, the carbonization speed of concrete is slowed down, and the durability and the service life of the paved road surface are ensured.
The crosslinking is also: the carboxylate-containing polymer produces an adsorption effect with the cement and silica on the surface of the sandstone aggregate, increasing the crosslinking among various particles in the whole material system. Thus, divalent and trivalent ions can form characteristic bridging bonds between organic polymer chains, thereby enhancing the overall strength of the material.
The densification effect is derived from a ball lubrication effect, so that the friction force among component material particles is reduced, the electric polarity of a dispersion medium in a material system is changed, the agglomeration or flocculation structure ofthe particles is reduced, and the compactness of the whole material is increased.
The hydraulic material selected for this application, unlike portland cement, releases only a small amount of free calcium oxide during hydration. This property can provide product designers with excellent resistance to chemical attack for concrete requiring low porosity and is a major reason for eliminating or reducing efflorescence. The free calcium oxide has two special functions, and the content of the free calcium oxide is further reduced in the action process, so that the possible alkali aggregate reaction and alkali corrosion to the reinforcing fiber are reduced, and the resistance and the comprehensive performance of the product are improved. These two specific functions are to hydrolyze the ester groups in the polymer component to form carboxyl groups, which functions as described above; secondly, the product of the invention is used as a composite alkali activator together with other alkaline substances to enable the geopolymer (aluminum silicon oxide compound) to generate polymerization reaction to finally form a network-shaped inorganic polymer, which takes ionic bonds and covalent bonds as main materials and van der waals bonds as auxiliary materials, while the traditional cement takes van der waals bonds and hydrogen bonds as main materials, so the performance of the product is superior to that of the traditional cement material.
The inorganic modified active silicon dioxide can be used in cement clinker mineral C3S (tricalcium silicate) and C3Surface adsorption of A (tricalcium aluminate) hydrate, formation of complexes, acceleration of hydration reactions and reaction with cement hydration products Ca (OH)2The reaction is generated: the reaction is absorbing H2At the same time, the cement hydration reaction products Ca (OH) are consumed2This further promotes the hydration of the mineral. The amorphous active silicon dioxide has an average particle diameter of 0.15 to 0.20 μm and a specific surface area of 15000 to 20000m3Kg, has extremely strong surface activity to improve the comprehensive performance of the product, and improve the wear resistance, the scouring resistance, the corrosion resistance, the penetration resistance, the freezing resistance,Early strength performance, improved strength and durability of the product, and can provide users and designers with extremely high product stability.
The reinforced fiber can improve the overall flexibility, crack resistance, impact resistance, freeze-thaw resistance and fatigue resistance of the pavement. The paving material is suitable for thin layer paving of large-span steel box bridge floors, thin layer paving of non-steel box bridge floors and repairing of damaged pavements of high-grade highways and expressways.
The test of the paving material after air curing for 28 days is carried out on a test block with the thickness of 5cm, the compressive strength is more than or equal to 40MPa, the breaking strength is more than or equal to 6MPa, the compression-shear strength is more than or equal to 4MPa, the bonding strength (with the steel surface) is more than or equal to 3.5MPa, the drying shrinkage rate is less than or equal to 0.1 percent, and the wear resistance (weight loss) is less than or equal to 0.7 percent.
Fourth, detailed description of the invention
The following non-limiting examples are given by taking the rubber powder and processing 100 parts by weight of the paving material.
1. Taking 90 parts of sulphoaluminate cement (hereinafter referred to as cement I), 0.4 part of pure acrylic rubber powder, 6 parts of fine sand, 3 parts of broken stone and active silicon dioxide (hereinafter referred to as SiO)2)0.1 part of carbon fiber and 0.5 part of carbon fiber, and fully stirring and uniformly mixing.
2. 30 parts of Portland cement (hereinafter referred to as cement II), 40 parts of styrene-acrylic rubber powder, 10 parts of fine sand, 10 parts of broken stone, 4 parts of soil polymer and 6 parts of polymer fiber are fully stirred and uniformly mixed.
3. 80 parts of cement I, 3 parts of butadiene styrene rubber powder, 10 parts of fine sand, 5 parts of crushed stone, 1 part of fly ash and 1 part of alkali-resistant glass fiber are fully stirred and mixed uniformly.
4. Taking 45 parts of silicate rapid-hardening cement (hereinafter referred to as cement III), 30 parts of carboxylic styrene-butadiene rubber powder, 10 parts of fine sand, 5 parts of crushed stone, 5 parts of volcanic ash and 5 parts of polymer fiber, and fully stirring and uniformly mixing.
5. Taking 50 parts of cement I, 35 parts of cement II, 1 part of epoxy glue powder, 8 parts of fine sand, 3 parts of broken stone and SiO22 parts of carbon fiber and 1 part of carbon fiber are fully stirred and uniformly mixed.
6. 20 portions of cement I, 30 portions of cement II, 20 portions of pure acrylic rubber powder and 15 portions of fine sand5 parts of macadam and SiO28 parts of alkali-resistant glass fiber and 2 parts of glass fiber, and fully stirring and uniformly mixing.
7. 40 parts of cement I, 32 parts of cement III, 5 parts of styrene-acrylic rubber powder, 11 parts of fine sand, 5 parts of broken stone, 6 parts of soil polymer and 1 part of polymer fiber are fully stirred and uniformly mixed.
8. Taking 45 parts of cement I, 10 parts of cement II, 5 parts of pure acrylic rubber powder, 10 parts of fine sand, 5 parts of broken stone and SiO25 parts of soil polymer, 5 parts of alkali-resistant glass fiber and 2 parts of polypropylene fiber, and fully stirring and uniformly mixing.
9. 30 parts of cement I, 30 parts of cement III, 5 parts of styrene-acrylic rubber powder, 8 parts of styrene-butadiene rubber powder, 10 parts of fine sand, 5 parts of crushed stone, 2 parts of volcanic ash and SiO23 parts of soil polymer, 3 parts of alkali-resistant glass fiber and 2 parts of polypropylene fiber, and fully stirring and uniformly mixing.
10. 20 parts of cement I, 45 parts of cement III, 5 parts of styrene-butadiene rubber powder, 10 parts of carboxylic styrene-butadiene rubber powder and 12 parts of fine sand6 portions of broken stone and SiO20.6 part of soil polymer, 0.4 part of alkali-resistant glass fiber and 0.5 part of polypropylene fiber, and fully stirring and uniformly mixing.
11. Taking 10 parts of cement I, 25 parts of cement II, 25 parts of butadiene styrene rubber powder, 15 parts of epoxy rubber powder, 8 parts of fine sand, 7 parts of broken stone, 1 part of fly ash and SiO24 parts of alkali-resistant glass fiber 3 parts, 1 part of amyl alcohol and 1 part of sodium polyacrylate, and fully stirring and uniformly mixing.
12. 30 parts of cement I, 12 parts of cement III, 15 parts of carboxylic styrene-butadiene rubber powder, 8 parts of epoxy rubber powder, 20 parts of fine sand, 5 parts of crushed stone, 3 parts of volcanic ash and SiO21 part of soil polymer, 1 part of polypropylene fiber, 4 parts of sodium borate and 0.5 part of naphthalene sulfonate, and fully stirring and uniformly mixing.
13. 30 parts of cement I, 23 parts of cement II, 10 parts of styrene-butadiene rubber powder, 5 parts of carboxylic styrene-butadiene rubber powder,5 parts of epoxy rubber powder, 12 parts of fine sand, 7 parts of broken stone, 3 parts of soil polymer, 3 parts of volcanic ash, 1 part of alkali-resistant glass fiber, 0.1 part of tributyl phosphate and 0.9 part of lithium carbonate are fully stirred and uniformly mixed.
14. 13 parts of cement I, 55 parts of cement III, 2 parts of pure acrylic rubber powder, 1 part of styrene-butadiene rubber powder, 3 parts of carboxyl styrene-butadiene rubber powder, 12 parts of fine sand, 7 parts of broken stone, 1.5 parts of soil polymer, 1.5 parts of fly ash, 2 parts of polypropylene fiber, 1 part of alkylphenol polyoxyethylene and 1 part of sulfonated melamine formaldehyde resin are fully stirred and uniformly mixed.
15. 60 parts of cement I, 12 parts of cement II, 5 parts of styrene-acrylic rubber powder, 5 parts of styrene-butadiene rubber powder, 10 parts of fine sand, 5 parts of crushed stone and SiO21 part of soil polymer, 1 part of alkali-resistant glass fiber, 0.5 part of polyethylene glycol fatty acid ester and 0.4 part of polycarboxylate, and fully stirring and uniformly mixing.
Claims (6)
1. The utility model provides a large-span bridge pavement material which characterized in that: comprises the following components in percentage by weight:
30-90% of sulphoaluminate and/or silicate hydraulic material
0.1 to 40 percent of polymer resin emulsion or water-redispersible polymer rubber powder
6 to 60 percent of fine sand
3 to 30 percent of broken stone
0.1 to 15 percent of inorganic modifier
0.5-6% of reinforcing fiber;
the polymer resin emulsion can be one or more than twomixed emulsions of pure acrylic emulsion, styrene-butadiene emulsion, carboxylic styrene-butadiene emulsion and epoxy emulsion, or one or more than two mixed emulsions of pure acrylic rubber powder, styrene-butadiene rubber powder, carboxylic styrene-butadiene rubber powder and epoxy rubber powder;
the inorganic modifier can be active silica or/and fly ash or/and volcanic ash or/and geopolymer;
the reinforcing fibers can be polymer fibers or/and carbon fibers or/and glass fibers.
2. The paving material as claimed in claim 1, wherein: the following components are preferably selected by weight percentage:
45-80% of sulphoaluminate and/or silicate hydraulic material
3-30% of polymer resin emulsion or water-redispersible polymer rubber powder
10 to 50 percent of fine sand
5 to 20 percent of broken stone
0.5 to 10 percent of inorganic modifier
1-5% of reinforcing fiber;
the polymer resin emulsion can be one or more than two mixed emulsions of pure acrylic emulsion, styrene-butadiene emulsion, carboxylic styrene-butadiene emulsion and epoxy emulsion, or one or more than two mixed emulsions of pure acrylic rubber powder, styrene-butadiene rubber powder, carboxylic styrene-butadiene rubber powder and epoxy rubber powder;
the inorganic modifier can be active silica or/and fly ash or/and volcanic ash or/and geopolymer;
the reinforcing fibers can be polymer fibers or/and carbon fibers or/and glass fibers.
3. Paving material as claimed in claim 1 or 2, characterized in that: the hydraulic material is a mixed hydraulic material of sulphoaluminate cement and portland cement; the polymer resin emulsion is pure acrylic emulsion or/and styrene-acrylic emulsion or/and carboxyl styrene-butadiene emulsion, or pure acrylic rubber powder or/and styrene-acrylic rubber powder or/and carboxyl styrene-butadiene rubber powder of rubber powder; the inorganic modifier is active silicon dioxide or/and geopolymer; the reinforced fiber is alkali-resistant or alkali-resistant glass fiber or/and polypropylene fiber.
4. The paving material as claimed in claim 3, wherein: the hydraulic material is a mixed hydraulic material of sulphoaluminate cement and silicate rapid hardening cement.
5. Paving material as claimed in claim 1 or 2, characterized in that: one or more than two of the following components can be selectively added into the paving material:
0.1 to 4 percent of defoaming agent
0.1 to 4 percent of wetting agent
0.1-3% of coagulation regulator
0.01-2% of plasticizing rheological agent.
6. The paving material as claimed in claim 5, wherein: the defoaming agent comprises octanol, pentanol, tributyl phosphate and polyethylene glycol fatty acid ester; the wetting agent comprises sodium polyacrylate and C8～C20Alkylphenol ethoxylates; the solidification regulator comprises sodium borate, boric acid, citric acid and lithium carbonate; the plasticizing rheological agent comprises naphthalene sulfonate, polycarboxylate and sulfonated melamine formaldehyde resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100381061A CN100532725C (en) | 2005-01-11 | 2005-01-11 | Bridge paving material with big span |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100381061A CN100532725C (en) | 2005-01-11 | 2005-01-11 | Bridge paving material with big span |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1644800A true CN1644800A (en) | 2005-07-27 |
| CN100532725C CN100532725C (en) | 2009-08-26 |
Family
ID=34876204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100381061A Expired - Fee Related CN100532725C (en) | 2005-01-11 | 2005-01-11 | Bridge paving material with big span |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100532725C (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787543A (en) * | 2012-08-24 | 2012-11-21 | 四川西南交大土木工程设计有限公司 | Durable slip-resistant thin color resin layer for pavements |
| CN102826813A (en) * | 2012-09-04 | 2012-12-19 | 同济大学 | Low-temperature quick repair mortar for pavement and preparation method for low-temperature quick repair mortar |
| CN101633572B (en) * | 2008-07-25 | 2013-03-06 | 深圳市海川实业股份有限公司 | Modified cement mortar |
| CN102976698A (en) * | 2012-09-29 | 2013-03-20 | 北京东方雨虹防水技术股份有限公司 | Flexible spray coating closed material for mine |
| CN103452025A (en) * | 2012-06-04 | 2013-12-18 | 关超 | Method for quickly repairing and maintaining expressway pavement |
| CN104193268A (en) * | 2014-08-27 | 2014-12-10 | 成都市容德建筑劳务有限公司 | Water-retention and anti-cracking concrete for flower stand |
| CN105418040A (en) * | 2015-12-30 | 2016-03-23 | 卓达新材料科技集团威海股份有限公司 | Non-break-mark sulphate aluminum cement plant fiber product and preparation method thereof |
| CN105439519A (en) * | 2015-12-30 | 2016-03-30 | 卓达新材料科技集团威海股份有限公司 | Anti-cracking sulphoaluminate cement and plant fiber product and preparation method thereof |
| CN105541242A (en) * | 2015-12-30 | 2016-05-04 | 卓达新材料科技集团威海股份有限公司 | Break-mark-free sulphoaluminate cement plant fiber product and preparation method thereof |
| CN105645891A (en) * | 2015-12-30 | 2016-06-08 | 卓达新材料科技集团威海股份有限公司 | Grey-point-free sulfoaluminate cement plant fiber product and preparation method of grey-point-free sulfoaluminate cement plant fiber product |
| CN105731916A (en) * | 2014-12-09 | 2016-07-06 | 贵州省建材产品质量监督检验院 | Dense polymer emulsion-fiber combined modified cement concrete functional layer |
| CN106284714A (en) * | 2016-08-15 | 2017-01-04 | 马常芳 | A kind of impervious cracking resistance modified foaming cement and polyurethane foam composite insulation boards |
| CN106478007A (en) * | 2016-09-18 | 2017-03-08 | 同济大学 | The modified cement-based composite of superhigh tenacity fiber-reinforced polymer and preparation method |
| CN106630889A (en) * | 2016-11-15 | 2017-05-10 | 墨宝股份有限公司 | Compound cemented pavement material and usage method thereof |
| CN107352891A (en) * | 2017-06-28 | 2017-11-17 | 常州麒通国际贸易有限公司 | A kind of big-span steel bridge pavement material |
| CN112411372A (en) * | 2020-11-25 | 2021-02-26 | 上海浦兴路桥建设工程有限公司 | Thin-layer epoxy polymer concrete suitable for steel box girder bridge floor and preparation method thereof |
| CN114230292A (en) * | 2021-11-23 | 2022-03-25 | 煤炭科学研究总院 | Slurry for coal-rock mass reinforcement and preparation method thereof |
| CN115108774A (en) * | 2022-05-24 | 2022-09-27 | 中德新亚建筑材料有限公司 | Acrylic emulsion concrete and preparation method thereof |
-
2005
- 2005-01-11 CN CNB2005100381061A patent/CN100532725C/en not_active Expired - Fee Related
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101633572B (en) * | 2008-07-25 | 2013-03-06 | 深圳市海川实业股份有限公司 | Modified cement mortar |
| CN103452025A (en) * | 2012-06-04 | 2013-12-18 | 关超 | Method for quickly repairing and maintaining expressway pavement |
| CN102787543A (en) * | 2012-08-24 | 2012-11-21 | 四川西南交大土木工程设计有限公司 | Durable slip-resistant thin color resin layer for pavements |
| CN102826813A (en) * | 2012-09-04 | 2012-12-19 | 同济大学 | Low-temperature quick repair mortar for pavement and preparation method for low-temperature quick repair mortar |
| CN102976698A (en) * | 2012-09-29 | 2013-03-20 | 北京东方雨虹防水技术股份有限公司 | Flexible spray coating closed material for mine |
| CN104193268A (en) * | 2014-08-27 | 2014-12-10 | 成都市容德建筑劳务有限公司 | Water-retention and anti-cracking concrete for flower stand |
| CN105731916A (en) * | 2014-12-09 | 2016-07-06 | 贵州省建材产品质量监督检验院 | Dense polymer emulsion-fiber combined modified cement concrete functional layer |
| CN105541242A (en) * | 2015-12-30 | 2016-05-04 | 卓达新材料科技集团威海股份有限公司 | Break-mark-free sulphoaluminate cement plant fiber product and preparation method thereof |
| CN105439519A (en) * | 2015-12-30 | 2016-03-30 | 卓达新材料科技集团威海股份有限公司 | Anti-cracking sulphoaluminate cement and plant fiber product and preparation method thereof |
| CN105645891A (en) * | 2015-12-30 | 2016-06-08 | 卓达新材料科技集团威海股份有限公司 | Grey-point-free sulfoaluminate cement plant fiber product and preparation method of grey-point-free sulfoaluminate cement plant fiber product |
| CN105418040A (en) * | 2015-12-30 | 2016-03-23 | 卓达新材料科技集团威海股份有限公司 | Non-break-mark sulphate aluminum cement plant fiber product and preparation method thereof |
| CN106284714A (en) * | 2016-08-15 | 2017-01-04 | 马常芳 | A kind of impervious cracking resistance modified foaming cement and polyurethane foam composite insulation boards |
| CN106478007A (en) * | 2016-09-18 | 2017-03-08 | 同济大学 | The modified cement-based composite of superhigh tenacity fiber-reinforced polymer and preparation method |
| CN106630889A (en) * | 2016-11-15 | 2017-05-10 | 墨宝股份有限公司 | Compound cemented pavement material and usage method thereof |
| CN107352891A (en) * | 2017-06-28 | 2017-11-17 | 常州麒通国际贸易有限公司 | A kind of big-span steel bridge pavement material |
| CN107352891B (en) * | 2017-06-28 | 2020-02-07 | 大千生态环境集团股份有限公司 | Long-span steel bridge paving material |
| CN112411372A (en) * | 2020-11-25 | 2021-02-26 | 上海浦兴路桥建设工程有限公司 | Thin-layer epoxy polymer concrete suitable for steel box girder bridge floor and preparation method thereof |
| CN114230292A (en) * | 2021-11-23 | 2022-03-25 | 煤炭科学研究总院 | Slurry for coal-rock mass reinforcement and preparation method thereof |
| CN115108774A (en) * | 2022-05-24 | 2022-09-27 | 中德新亚建筑材料有限公司 | Acrylic emulsion concrete and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100532725C (en) | 2009-08-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1644800A (en) | Bridge paving material with big span | |
| Chen et al. | Investigation on the interfacial behaviour between the rubber-cement matrix of the rubberized concrete | |
| CN1654409A (en) | Rapid repairing materials for ultrathin layer on the surface of road and airfield runway | |
| CN102976672B (en) | Low-carbon high-performance concrete auxiliary cementing material | |
| Wang et al. | A comprehensive review on mechanical properties of green controlled low strength materials | |
| CN102031119B (en) | Soil curing agent directly processing soil into surface layer of road | |
| CN104649626A (en) | Highly dense alkali-activated coating material | |
| CN108358547B (en) | Silane coupling agent modified diabase pervious concrete | |
| CN113149530A (en) | Red mud modified foam light soil and preparation method and application thereof | |
| Jiang et al. | Experimental study on the bond and durability properties of mortar incorporating polyacrylic ester and silica fume | |
| Liu et al. | Experimental study on a novel modified magnesium phosphate cement mortar used for rapid repair of portland cement concrete pavement in seasonally frozen areas | |
| CN109455998A (en) | A kind of manufacture craft of steel pipe fiber seif-citing rate regenerated aggregate concrete column | |
| CN110759661A (en) | Recycled aggregate concrete workability improving additive | |
| CN109734382A (en) | Road high-performance water sludge mixed material and preparation method thereof | |
| CN113186772A (en) | Light heat-insulating semi-flexible anti-crack pavement and preparation method thereof | |
| Tammam et al. | Effect of waste filler materials and recycled waste aggregates on the production of geopolymer composites | |
| Fan et al. | Effects of slag and alkaline solution contents on bonding strength of geopolymer-concrete composites | |
| CN1183055C (en) | Patching material in ultra-tast for hard road | |
| CN105801029A (en) | Novel production method of concrete | |
| Cao et al. | Effect of high temperature on compressive strength and microstructure of cement paste modified by micro-and nano-calcium carbonate particles | |
| Li et al. | Effect of fly ash on the rheological properties of potassium magnesium phosphate cement paste | |
| Liu et al. | Multiscale study of the road performance of cement and fly ash stabilized aeolian sand gravel base | |
| CN110467394A (en) | A kind of cement grout material and its preparation method and application | |
| CN103553511A (en) | Cement gel mortar and method for manufacturing semi-flexible pavement of rapid open traffic by using cement gel mortar | |
| CN111704421B (en) | Cement pavement thin layer repairing material and using method thereof |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090826 Termination date: 20190111 |