CN104045288B - A kind of wear-resisting antiskid concrete and constructional method thereof - Google Patents
A kind of wear-resisting antiskid concrete and constructional method thereof Download PDFInfo
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- CN104045288B CN104045288B CN201410304330.XA CN201410304330A CN104045288B CN 104045288 B CN104045288 B CN 104045288B CN 201410304330 A CN201410304330 A CN 201410304330A CN 104045288 B CN104045288 B CN 104045288B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
The invention discloses a kind of wear-resisting antiskid concrete and constructional method thereof, concrete comprises the raw material of following parts by weight: silicate cement 100 ~ 120 parts, 40 ~ 90 parts, sand, oxalic dialdehyde 10 ~ 30 parts, 50 ~ 60 parts, dihydroxymethyl urea, aluminum chloride 40 ~ 65 parts, sodium soap 70 ~ 80 parts, ammonium chloride 80 ~ 100 parts, 10 ~ 60 parts, Wingdale, 30 ~ 42 parts, flyash, desulphurize fly ash 45 ~ 85 parts, 75 ~ 95 parts, slag, 10 ~ 55 parts, saltpetre, 15 ~ 20 parts, glass powder, promotor 55 ~ 100 parts, 80 ~ 120 parts, water.Its constructional method be by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 180 ~ 200 DEG C, stir 20 ~ 30s, add promotor, stir, then add surplus stock, stir.Wear resistance of the present invention significantly improves, and has good cling property.
Description
Technical field
The present invention relates to building material field, particularly relate to a kind of wear-resisting antiskid concrete and constructional method thereof.
Background technology
Concrete refer to gathered materials by agglutinate (organic, inorganic or organo-mineral complexing), particulate state, chemical admixture that water and needs add and mineral admixture be by the compound of suitable proportion mixing, or (common is with gelling material, water, fine aggregate, coarse aggregate to form the matrix material with heap poly structure after sclerosis, mix admixture and mineral admixture when needing, coordinate by suitable proportion.But the concrete of prior art is not wear-resisting, and easily skids.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, provide a kind of concrete, there is good wear resisting property and cling property.
The present invention is by the following technical solutions:
A kind of wear-resisting antiskid concrete, comprises the raw material of following parts by weight: silicate cement 100 ~ 120 parts, 40 ~ 90 parts, sand, oxalic dialdehyde 10 ~ 30 parts, 50 ~ 60 parts, dihydroxymethyl urea, aluminum chloride 40 ~ 65 parts, sodium soap 70 ~ 80 parts, ammonium chloride 80 ~ 100 parts, 10 ~ 60 parts, Wingdale, 30 ~ 42 parts, flyash, desulphurize fly ash 45 ~ 85 parts, 75 ~ 95 parts, slag, 10 ~ 55 parts, saltpetre, 15 ~ 20 parts, glass powder, promotor 55 ~ 100 parts, 80 ~ 120 parts, water.
As preferably, the diameter of glass powder is 20 ~ 40 microns.
As preferably, promotor is xylidine or cobalt naphthenate.
Present invention also offers the concrete constructional method of wear-resisting antiskid, comprise the following steps: by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 180 ~ 200 DEG C, stir 20 ~ 30s, add promotor, stir, then add ammonium chloride, Wingdale, flyash, desulphurize fly ash, slag, stir, in 1min ~ 10min, be applied to road surface.
As preferably, be heated to 180 DEG C, churning time is 25s.
As preferably, be heated to 190 DEG C, churning time is 20s.
Wear loss of the present invention only about 1.3, and the normal concrete wear loss of contrast is 1.873, therefore, pavement abrasion amount of the present invention is compared with normal concrete, obviously reduces, and wear resistance significantly improves; By the mensuration to concrete road surface frictional coefficient, road surface pendulum value average out to 80, be the requirement of the concrete road surface pendulum value BPN>65 of top grade apparently higher than pavement skid resistance ability rating evaluation criteria grade, prove that concrete of the present invention has good cling property.
Embodiment
Below in conjunction with specific embodiment, the present invention is described in further detail.
Embodiment 1
A kind of wear-resisting antiskid concrete, comprises the raw material of following parts by weight: silicate cement 100 parts, 40 parts, sand, oxalic dialdehyde 10 parts, 50 parts, dihydroxymethyl urea, aluminum chloride 40 parts, sodium soap 70 parts, ammonium chloride 80 parts, 10 parts, Wingdale, 30 parts, flyash, desulphurize fly ash 45 parts, 75 parts, slag, 10 parts, saltpetre, 15 parts, glass powder, promotor xylidine 55 parts, 80 parts, water.
The diameter of glass powder is 20 microns.
The concrete constructional method of wear-resisting antiskid, comprise the following steps: by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 180 DEG C, stir 25s, add promotor, stir, then add ammonium chloride, Wingdale, flyash, desulphurize fly ash, slag, stir, in 1min ~ 10min, be applied to road surface.
Embodiment 2
A kind of wear-resisting antiskid concrete, comprises the raw material of following parts by weight: silicate cement 120 parts, 90 parts, sand, oxalic dialdehyde 30 parts, 60 parts, dihydroxymethyl urea, aluminum chloride 65 parts, sodium soap 80 parts, ammonium chloride 100 parts, 60 parts, Wingdale, 42 parts, flyash, desulphurize fly ash 85 parts, 95 parts, slag, 55 parts, saltpetre, 20 parts, glass powder, promotor cobalt naphthenate 100 parts, 120 parts, water.
The diameter of glass powder is 40 microns.
The concrete constructional method of wear-resisting antiskid, comprise the following steps: by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 180 DEG C, stir 20s, add promotor, stir, then add ammonium chloride, Wingdale, flyash, desulphurize fly ash, slag, stir, in 1min ~ 10min, be applied to road surface.
Embodiment 3
A kind of wear-resisting antiskid concrete, comprises the raw material of following parts by weight: silicate cement 110 parts, 80 parts, sand, oxalic dialdehyde 18 parts, 58 parts, dihydroxymethyl urea, aluminum chloride 60 parts, sodium soap 78 parts, ammonium chloride 90 parts, 50 parts, Wingdale, 40 parts, flyash, desulphurize fly ash 75 parts, 90 parts, slag, 45 parts, saltpetre, 18 parts, glass powder, promotor xylidine 90 parts, 110 parts, water.
The diameter of glass powder is 25 microns.
The concrete constructional method of above-mentioned wear-resisting antiskid, comprise the following steps: by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 190 DEG C, stir 25s, add promotor, stir, then add ammonium chloride, Wingdale, flyash, desulphurize fly ash, slag, stir, in 1min ~ 10min, be applied to road surface.
Embodiment 4
A kind of wear-resisting antiskid concrete, comprises the raw material of following parts by weight: silicate cement 105 parts, 86 parts, sand, oxalic dialdehyde 25 parts, 55 parts, dihydroxymethyl urea, aluminum chloride 59 parts, sodium soap 76 parts, ammonium chloride 95 parts, 50 parts, Wingdale, 38 parts, flyash, desulphurize fly ash 70 parts, 80 parts, slag, 46 parts, saltpetre, 18 parts, glass powder, promotor cobalt naphthenate 86 parts, 115 parts, water.
The diameter of glass powder is 35 microns.
The concrete constructional method of above-mentioned wear-resisting antiskid, comprise the following steps: by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 190 DEG C, stir 20s, add promotor, stir, then add ammonium chloride, Wingdale, flyash, desulphurize fly ash, slag, stir, in 1min ~ 10min, be applied to road surface.
Performance test
Contrast: adopt Cement Concrete in Highway Engineering testing regulation JTJ053-94 concrete wear test (T0527-94) method to test common concrete.
The present invention: build the wear-resisting antiskid concrete that thickness is the embodiment 1 of 5cm at common concrete surface, Cement Concrete in Highway Engineering testing regulation JTJ053-94 concrete wear test (T0527-94) method is adopted to test, embodiment 2 and embodiment 3 adopt the test that uses the same method, and test result is as follows.
Wear loss of the present invention only about 1.3, and the normal concrete wear loss of contrast is 1.873, therefore, pavement abrasion amount of the present invention is compared with normal concrete, obviously reduces, and wear resistance significantly improves; By the mensuration to concrete road surface frictional coefficient, road surface pendulum value average out to 80, be the requirement of the concrete road surface pendulum value BPN>65 of top grade apparently higher than pavement skid resistance ability rating evaluation criteria grade, prove that concrete of the present invention has good cling property.
Claims (6)
1. a wear-resisting antiskid concrete, is characterized in that: the raw material comprising following parts by weight: silicate cement 100 ~ 120 parts, 40 ~ 90 parts, sand, oxalic dialdehyde 10 ~ 30 parts, 50 ~ 60 parts, dihydroxymethyl urea, aluminum chloride 40 ~ 65 parts, sodium soap 70 ~ 80 parts, ammonium chloride 80 ~ 100 parts, 10 ~ 60 parts, Wingdale, 30 ~ 42 parts, flyash, desulphurize fly ash 45 ~ 85 parts, 75 ~ 95 parts, slag, 10 ~ 55 parts, saltpetre, 15 ~ 20 parts, glass powder, promotor 55 ~ 100 parts, 80 ~ 120 parts, water.
2. wear-resisting antiskid concrete according to claim 1, is characterized in that: the diameter of glass powder is 20 ~ 40 microns.
3. wear-resisting antiskid concrete according to claim 1, is characterized in that: promotor is xylidine or cobalt naphthenate.
4. the concrete constructional method of wear-resisting antiskid according to claim 1, it is characterized in that: comprise the following steps: by silicate cement, sand, oxalic dialdehyde, dihydroxymethyl urea, aluminum chloride, sodium soap, saltpetre, glass powder, water mixes, be heated to 180 ~ 200 DEG C, stir 20 ~ 30s, add promotor, stir, then add ammonium chloride, Wingdale, flyash, desulphurize fly ash, slag, stir, in 1min ~ 10min, be applied to road surface.
5. the concrete constructional method of wear-resisting antiskid according to claim 4, it is characterized in that: be heated to 180 DEG C, churning time is 25s.
6. the concrete constructional method of wear-resisting antiskid according to claim 4, it is characterized in that: be heated to 190 DEG C, churning time is 20s.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410304330.XA CN104045288B (en) | 2014-06-27 | 2014-06-27 | A kind of wear-resisting antiskid concrete and constructional method thereof |
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| CN201410304330.XA CN104045288B (en) | 2014-06-27 | 2014-06-27 | A kind of wear-resisting antiskid concrete and constructional method thereof |
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| CN104045288A CN104045288A (en) | 2014-09-17 |
| CN104045288B true CN104045288B (en) | 2015-11-18 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10107822A1 (en) * | 2001-02-19 | 2002-09-05 | Bernfried Hansel | Cement mix, used as flooring plaster, contains Portland cement, mineral coal fly ash, water and small amounts of melamine, nonionic surfactant, hardening retarder, amorphous silicate and antifoam |
| CN1803952A (en) * | 2006-01-19 | 2006-07-19 | 天津可喜化工有限公司 | Decoration type antislip epoxy floor lacquer |
| CN101914886A (en) * | 2010-08-24 | 2010-12-15 | 龙信建设集团有限公司 | Construction method of wear-resistant non-slip ramp |
| CN102276213A (en) * | 2010-06-12 | 2011-12-14 | 黄贺明 | High-durability and high-bearing-capacity concrete segment |
| CN103641408A (en) * | 2013-11-15 | 2014-03-19 | 宁国飞鹰汽车零部件股份有限公司 | Cement-containing asbestos-free brake disc and preparation method thereof |
-
2014
- 2014-06-27 CN CN201410304330.XA patent/CN104045288B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10107822A1 (en) * | 2001-02-19 | 2002-09-05 | Bernfried Hansel | Cement mix, used as flooring plaster, contains Portland cement, mineral coal fly ash, water and small amounts of melamine, nonionic surfactant, hardening retarder, amorphous silicate and antifoam |
| CN1803952A (en) * | 2006-01-19 | 2006-07-19 | 天津可喜化工有限公司 | Decoration type antislip epoxy floor lacquer |
| CN102276213A (en) * | 2010-06-12 | 2011-12-14 | 黄贺明 | High-durability and high-bearing-capacity concrete segment |
| CN101914886A (en) * | 2010-08-24 | 2010-12-15 | 龙信建设集团有限公司 | Construction method of wear-resistant non-slip ramp |
| CN103641408A (en) * | 2013-11-15 | 2014-03-19 | 宁国飞鹰汽车零部件股份有限公司 | Cement-containing asbestos-free brake disc and preparation method thereof |
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| CN104045288A (en) | 2014-09-17 |
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Effective date of registration: 20170424 Address after: 225300 Yang Zi Road, Taizhou, Jiangsu Province, No. 96 Middle Road (fitness center) Patentee after: Jiangsu Dajiang Construction Engineering Co., Ltd. Address before: 214000 Jiangsu province Wuxi chonganou Liberation Road No. 688 Patentee before: Wuxi City Chong'an District Technology Entrepreneurship Service Center |
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