CN106336167A - High crack resistance concrete - Google Patents
High crack resistance concrete Download PDFInfo
- Publication number
- CN106336167A CN106336167A CN201610706763.7A CN201610706763A CN106336167A CN 106336167 A CN106336167 A CN 106336167A CN 201610706763 A CN201610706763 A CN 201610706763A CN 106336167 A CN106336167 A CN 106336167A
- Authority
- CN
- China
- Prior art keywords
- parts
- resisting
- high crack
- salt
- rubble
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title abstract description 14
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 30
- -1 trihydroxyethyl Chemical group 0.000 claims abstract description 25
- 239000004576 sand Substances 0.000 claims abstract description 10
- 239000000377 silicon dioxide Substances 0.000 claims abstract description 10
- 239000002994 raw material Substances 0.000 claims abstract description 9
- CCEKAJIANROZEO-UHFFFAOYSA-N sulfluramid Chemical group CCNS(=O)(=O)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)C(F)(F)F CCEKAJIANROZEO-UHFFFAOYSA-N 0.000 claims abstract 2
- JZMJDSHXVKJFKW-UHFFFAOYSA-N methyl sulfate Chemical class COS(O)(=O)=O JZMJDSHXVKJFKW-UHFFFAOYSA-N 0.000 claims description 14
- BAVYZALUXZFZLV-UHFFFAOYSA-N mono-methylamine Natural products NC BAVYZALUXZFZLV-UHFFFAOYSA-N 0.000 claims description 14
- 239000002253 acid Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 125000002887 hydroxy group Chemical group [H]O* 0.000 claims 1
- 150000008052 alkyl sulfonates Chemical class 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000003682 fluorination reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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
-
- 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
- C04B2111/34—Non-shrinking or non-cracking materials
- C04B2111/343—Crack resistant materials
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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to high crack resistance concrete including the following raw material components by weight: 300-330 parts of gravel, 20-40 parts of volcano ash, 200-250 parts of a coarse aggregate, 20-30 parts of a fluorinated alkyl sulfonate, 30-50 parts of trihydroxyethyl methyI ammonium methosulfate salt, 35-40 parts of silica and 300-320 parts of fine sand. The high crack resistance concrete perferably takes raw materials which are help to provide concrete work performance, strength and durability, through the rational collocation of all the components, the high crack resistance concrete preferably has the main characteristics of high admixture ratio and low cementitious material ratio, and the concrete with good workability, high strength, good crack resistance, good impermeability and long service life is ultimately formed.
Description
Technical field
The present invention relates to the cement-base composite material of building material field, specifically one kind improve cement slurry hole
Structure and the high crack-resisting of homogeneity.
Background technology
Engineering crackses have become the focal issue in construction, and the crack problem of wherein mass concrete is particularly subject to close
Note.The factor of impact cracking of reinforced concrete is divided into internal factor and external factor.For larger-size flat board thicker large volume
Concrete (general thickness more than 1m, size in 100m, hereinafter referred to as large-area backplane concrete) for, affect its cracking resistance
Property key factor be the self performance of concrete and foundation restriction power.Large-area backplane xoncrete structure is thicker due to thickness,
Easily form internal-external temperature difference during hydration reaction, produce temperature stress, especially it is subject to ground and internal reinforced binding larger,
Easily form larger shrinkage stress and ftracture, the crack resistance requirement to concrete is very high.
Content of the invention
The technical solution adopted for the present invention to solve the technical problems is: provides a kind of high crack-resisting, it is characterized in that:
Including rubble, volcanic ash, coarse aggregate, fluoroalkylsulfonic acids salt, trihydroxyethyl methyl amine Methylsulfate salt, silica and thin
Sand, its feed components by weight, described rubble 300-330 part, volcanic ash 20-40 part, coarse aggregate 200-250 part, fluorination
Alkylsulfonate 20-30 part, trihydroxyethyl methyl amine Methylsulfate salt 30-50 part, silica 35-40 part and fine sand 300-
320 parts.
Preferably, described high crack-resisting, it is characterized in that: its feed components by weight, comprises rubble 300
Part, 20 parts of volcanic ash, 200 parts of coarse aggregate, 20 parts of fluoroalkylsulfonic acids salt, 30 parts of trihydroxyethyl methyl amine Methylsulfate salt, two
35 parts of silica and 300 parts of fine sand.
Preferably, described high crack-resisting, it is characterized in that: described rubble is by gravelstone and great Shi according to volume ratio
Ratio for 3:7 combines, and the mould degree of counting accurately of rubble is 1.5.
Preferably, described high crack-resisting it is characterised in that: described trihydroxyethyl methyl amine Methylsulfate salt is
Polycarboxylic-acid retardation setting type high-performance trihydroxyethyl methyl amine Methylsulfate salt.
Preferably, described high crack-resisting, it is characterized in that being prepared by following methods:
(1) good various raw materials are configured by weight ratio；
(2) the various raw materials having configured are added in stirred reactor one by one, be evacuated to 0.2mpa, be 60rpm in rotating speed
Under conditions of stir 2h, you can prepared high crack-resisting.
The concrete of the present invention is preferred beneficial for providing the raw material of working performance of concrete, intensity and endurance quality, leads to
Cross the reasonably combined of each component, with high admixture usage ratio, low-cementitious material usage ratio as principal character, ultimately form work
The property made is good, intensity is high, crack resistance is good, the concrete of impervious good and life-span length.
Specific embodiment
A kind of high crack-resisting of the present invention, provides a kind of high crack-resisting, including rubble, volcanic ash, thick
Aggregate, fluoroalkylsulfonic acids salt, trihydroxyethyl methyl amine Methylsulfate salt, silica and fine sand, its feed components presses weight
Gauge, described rubble 300-330 part, volcanic ash 20-40 part, coarse aggregate 200-250 part, fluoroalkylsulfonic acids salt 20-30 part, three
Hydroxyethyl methyl amine Methylsulfate salt 30-50 part, silica 35-40 part and fine sand 300-320 part.
Preferably, described high crack-resisting, it is characterized in that: its feed components by weight, comprises rubble 300
Part, 20 parts of volcanic ash, 200 parts of coarse aggregate, 20 parts of fluoroalkylsulfonic acids salt, 30 parts of trihydroxyethyl methyl amine Methylsulfate salt, two
35 parts of silica and 300 parts of fine sand.
Preferably, described high crack-resisting, it is characterized in that: described rubble is by gravelstone and great Shi according to volume ratio
Ratio for 3:7 combines, and the mould degree of counting accurately of rubble is 1.5.
Preferably, described high crack-resisting it is characterised in that: described trihydroxyethyl methyl amine Methylsulfate salt is
Polycarboxylic-acid retardation setting type high-performance trihydroxyethyl methyl amine Methylsulfate salt.
Preferably, described high crack-resisting, it is characterized in that being prepared by following methods:
(1) good various raw materials are configured by weight ratio；
(2) the various raw materials having configured are added in stirred reactor one by one, be evacuated to 0.2mpa, be 60rpm in rotating speed
Under conditions of stir 2h, you can prepared high crack-resisting.
The above is only the preferred embodiment of the present invention, be not limited to the present invention it is noted that for this
For the those of ordinary skill of technical field, on the premise of without departing from the technology of the present invention principle, some improvement can also be made
And modification, these improve and modification also should be regarded as protection scope of the present invention.
Claims (5)
1. a kind of high crack-resisting, is characterized in that: includes rubble, volcanic ash, coarse aggregate, fluoroalkylsulfonic acids salt, three hydroxyl second
Ylmethyl amine Methylsulfate salt, silica and fine sand, its feed components by weight, described rubble 300-330 part, volcano
Grey 20-40 part, coarse aggregate 200-250 part, fluoroalkylsulfonic acids salt 20-30 part, trihydroxyethyl methyl amine Methylsulfate salt 30-50
Part, silica 35-40 part and fine sand 300-320 part.
2. high crack-resisting according to claim 1, is characterized in that: its feed components by weight, comprises rubble
300 parts, 20 parts of volcanic ash, 200 parts of coarse aggregate, 20 parts of fluoroalkylsulfonic acids salt, 30 parts of trihydroxyethyl methyl amine Methylsulfate salt,
35 parts of silica and 300 parts of fine sand.
3. high crack-resisting according to claim 1, is characterized in that: described rubble is by gravelstone and great Shi according to volume
Combine than the ratio for 3:7, the mould degree of counting accurately of rubble is 1.5.
4. according to one of them described high crack-resisting of claim 1-3 it is characterised in that: described trihydroxyethyl methyl
Amine Methylsulfate salt is polycarboxylic-acid retardation setting type high-performance trihydroxyethyl methyl amine Methylsulfate salt.
5. the high crack-resisting as described in claim 1-4, is characterized in that being prepared by following methods:
(1) good various raw materials are configured by weight ratio；
(2) the various raw materials having configured are added in stirred reactor one by one, be evacuated to 0.2mpa, be 60rpm in rotating speed
Under conditions of stir 2h, you can prepared high crack-resisting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610706763.7A CN106336167A (en) | 2016-08-23 | 2016-08-23 | High crack resistance concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610706763.7A CN106336167A (en) | 2016-08-23 | 2016-08-23 | High crack resistance concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106336167A true CN106336167A (en) | 2017-01-18 |
Family
ID=57825337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610706763.7A Pending CN106336167A (en) | 2016-08-23 | 2016-08-23 | High crack resistance concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106336167A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4306912A (en) * | 1979-05-31 | 1981-12-22 | Flowcon Oy | Process for producing a binder for slurry, mortar, and concrete |
| CN102617073A (en) * | 2012-01-20 | 2012-08-01 | 北京新奥混凝土集团有限公司 | Plastic concrete for cutoff wall |
-
2016
- 2016-08-23 CN CN201610706763.7A patent/CN106336167A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4306912A (en) * | 1979-05-31 | 1981-12-22 | Flowcon Oy | Process for producing a binder for slurry, mortar, and concrete |
| CN102617073A (en) * | 2012-01-20 | 2012-08-01 | 北京新奥混凝土集团有限公司 | Plastic concrete for cutoff wall |
Non-Patent Citations (2)
| Title |
|---|
| 施惠生: "《土木工程材料 性能、应用与生态环境》", 30 June 2008, 中国电力出版社 * |
| 杨丽: "《景观材料及应用》", 31 December 2013, 上海交通大学出版社 * |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170118 |