CN103553497A - Improved anti-cracking cement - Google Patents
Improved anti-cracking cement Download PDFInfo
- Publication number
- CN103553497A CN103553497A CN201310530671.4A CN201310530671A CN103553497A CN 103553497 A CN103553497 A CN 103553497A CN 201310530671 A CN201310530671 A CN 201310530671A CN 103553497 A CN103553497 A CN 103553497A
- Authority
- CN
- China
- Prior art keywords
- parts
- cement
- cracking
- cracking resistance
- improved
- 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
Abstract
The invention relates to cement, and particularly relates to anti-cracking cement. The improved anti-cracking cement comprises the following components in parts by weight: 48-52 of Portland cement, 35-43 parts of quartz sand, 1-2 parts of water repellent, 6-12 parts of dispersibility rubber powder, 1-8 parts of nylon fiber, 2-3 parts of glass fiber, 5-8 of polyethylene rubber powder, 1-10 parts of elastic emulsion, 1-10 parts of lightweight thermal insulation material and 35-40 parts of water. After the improved anti-cracking cement is solidified, the anti-cracking function and the skid resistance function of the improved anti-cracking cement provided by the invention are further improved through reasonable combination. The toughness of a cement layer can be effectively improved, and the possibility of wall cracking and crack water entry is reduced. Meanwhile, as the water resistance of the improved anti-cracking cement is relatively good, walls are difficult to corrode, and cracking parts are difficult to further weather.
Description
Technical field
The present invention relates to a kind of cement, relate in particular to a kind of cracking resistance cement.
Background technology
Cement is the important source material of preparing concrete and various cement products thereof, is also the indispensable building materials of civil construction project.Although the cement concrete of common cement sclerosis has very high ultimate compression strength, also has a lot of defects, such as shortcomings such as tensile strength are low, impact resistance is poor, resistance to cleavage is poor.In the lower basic unit of some intensity, traditional way is after cement concrete solidifies, then coats waterproof coating layer on cement layer surface., there is very large potential safety hazard in waterproof layer smooth surface, therefore occurred cracking resistance cement-base waterproof coating, by modifications such as dispersed rubber powder, properties-correcting agent when workman's working aloft.After solidifying, sand-cement slurry is become and is had certain flexibility by perfect rigidity, but simultaneously, the cracking resistance of cement layer newly can decline to some extent.
The cup shake existing in cement and thermal cracking As time goes on development become large fracture, these be on the rise and the serious cracking that increases affected concrete weather resistance.Simultaneously the existence in crack, causes waterproof failure, makes cement matrix deteriorated until destroy, so the cracking of cement matrix is to be also badly in need of the technical barrier that solves in construction work.
Mortar is common material for building, belongs to the indispensable material in building operation.Many defects that easily occur crackle in various mortars, had both affected attractive in appearancely, directly affected again the performances such as bonding strength.
Summary of the invention
For solving the deficiencies in the prior art and meeting building industry needs, the invention provides a kind of cracking resistance cement of improvement.
A cracking resistance cement, comprise the component of following mass fraction: 48~52 parts of silicate cements, 35~43 parts of quartz sands, 1~2 part of hydrophober, 6~12 parts of dispersed rubber powders, 1~8 part of nylon fiber, 2~3 parts, glass fibre, 5~8 parts of polyethylene rubber powders, 1~10 part of elastic emulsion, 1~10 part of light heat-insulating material, 35~40 parts, water.
Preferably, described dispersed rubber powder is 8~10 parts.
Preferably, described elastic emulsion is 2~7 parts.
Preferably, 45~90 object quartz sands account for 30~40% of described quartz sand.
Preferred, described light heat-insulating material is one or more in double glazing microballon, closed perlite, pearlstone, expanded vermiculite, aluminium silicate wool, sepiolite.
The cracking resistance cement of improvement provided by the present invention, through rational compatibility, has further increased function and the antiskid function of the cracking resistance after cement layer solidifies.Can effectively increase the toughness of cement layer, minimizing wall crazing, crack enter the possibility of water.Its good water resistance makes body of wall not perishable simultaneously, and cracking place is difficult for further weathering.
Embodiment
Below principle of the present invention and feature are described, example, only for explaining the present invention, is not intended to limit scope of the present invention.
Embodiment 1
A kind of cracking resistance cement of improvement, the component that comprises following mass fraction: 48 parts of silicate cements, 37 parts of quartz sands, 1 part of hydrophober, 8 parts of dispersed rubber powders, 5 parts of nylon fibers, 3 parts, glass fibre, 8 parts of polyethylene rubber powders, 7 parts of elastic emulsions, 6 parts of closed perlite, 40 parts, water, wherein, 60 object quartz sands account for 33% of described quartz sand.
Preferably, described light heat-insulating material be hollow glass bead,, one or more in pearlstone, expanded vermiculite, aluminium silicate wool, sepiolite.
To in agitator, stir with last component, evenly mix, prepare described cement.
Embodiment 2
A kind of cracking resistance cement of improvement, the component that comprises following mass fraction: 50 parts of silicate cements, 43 parts of quartz sands, 1 part of hydrophober, 11 parts of dispersed rubber powders, 3 parts of nylon fibers, 2 parts, glass fibre, 5 parts of polyethylene rubber powders, 3 parts of elastic emulsions, 4 parts of aluminium silicate wools, 39 parts, water, wherein, 70 object quartz sands account for 37% of described quartz sand.
To in agitator, stir with last component, evenly mix, prepare described cement.
Embodiment 3
A kind of cracking resistance cement of improvement, the component that comprises following mass fraction: 51 parts of silicate cements, 41 parts of quartz sands, 2 parts of hydrophober, 11 parts of dispersed rubber powders, 4 parts of nylon fibers, 2 parts, glass fibre, 6 parts of polyethylene rubber powders, 8 parts of elastic emulsions, 5 parts of sepiolites, 34 parts, water, wherein, 50 object quartz sands account for 39% of described quartz sand.
To in agitator, stir with last component, evenly mix, prepare described cement.
Cracking resistance cement of the present invention is carried out to various performance tests, and its test result is as following table:
The foregoing is only better embodiment of the present invention, in order to limit the present invention, within the spirit and principles in the present invention not all, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.
Claims (6)
1. a cracking resistance cement for improvement, comprises the component of following mass fraction: 48~52 parts of silicate cements, 35~43 parts of quartz sands, 1~2 part of hydrophober, 6~12 parts of dispersed rubber powders, 1~8 part of nylon fiber, 2~3 parts, glass fibre, 5~8 parts of polyethylene rubber powders, 1~10 part of elastic emulsion, 1~10 part of light heat-insulating material, 35~40 parts, water.
2. cracking resistance cement according to claim 1, is characterized in that: the mass fraction of described dispersed rubber powder is 8~10 parts.
3. cracking resistance cement according to claim 1, is characterized in that: described elastic emulsion is 2~7 parts.
4. according to the cracking resistance cement described in claim 1 or 2 or 3, it is characterized in that: 45~90 object quartz sands account for 30~40% of described quartz sand.
5. according to the cracking resistance cement described in claim 1 or 2 or 3, it is characterized in that: described light heat-insulating material is selected from one or more in double glazing microballon, closed perlite, pearlstone, expanded vermiculite, aluminium silicate wool, sepiolite.
6. cracking resistance cement according to claim 4, is characterized in that: described light heat-insulating material is selected from one or more in double glazing microballon, closed perlite, pearlstone, expanded vermiculite, aluminium silicate wool, sepiolite.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310530671.4A CN103553497A (en) | 2013-10-31 | 2013-10-31 | Improved anti-cracking cement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310530671.4A CN103553497A (en) | 2013-10-31 | 2013-10-31 | Improved anti-cracking cement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN103553497A true CN103553497A (en) | 2014-02-05 |
Family
ID=50007917
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201310530671.4A Pending CN103553497A (en) | 2013-10-31 | 2013-10-31 | Improved anti-cracking cement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN103553497A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103953181A (en) * | 2014-05-13 | 2014-07-30 | 宇杰集团股份有限公司 | Damage repairing construction method for cement flooring |
CN104355552A (en) * | 2014-10-10 | 2015-02-18 | 南阳中兴银通建材科技有限公司 | Composite glass fiber mesh and preparation method thereof |
CN107200522A (en) * | 2017-07-05 | 2017-09-26 | 汤始建华建材(苏州)有限公司 | A kind of new flexible concrete |
CN112521781A (en) * | 2020-12-22 | 2021-03-19 | 江苏智配新材料科技有限公司 | Anti-cracking polymer material for MDF novel fiber line surface spraying and preparation method thereof |
CN115504749A (en) * | 2022-10-20 | 2022-12-23 | 南通装配式建筑与智能结构研究院 | Ultra-high performance concrete and preparation method thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101239806A (en) * | 2007-11-23 | 2008-08-13 | 武汉科华高新材料发展有限公司 | Thermal insulation plaster bonding agent |
JP4985937B2 (en) * | 2006-12-27 | 2012-07-25 | 太平洋マテリアル株式会社 | Polymer cement mortar for floors |
CN102898087A (en) * | 2012-11-07 | 2013-01-30 | 刘倩 | Anti-cracking modified cement and preparation technology thereof |
WO2013064849A2 (en) * | 2011-11-02 | 2013-05-10 | Jáger Invest Kereskedelmi, Szolgáltató És Ingatlanhasznosító Kft. | Glass fiber reinforced thermoset plastic waste doped concrete composition and process for preparation the same |
CN103253912A (en) * | 2013-05-07 | 2013-08-21 | 淄博职业学院 | Anti-crack mortar |
-
2013
- 2013-10-31 CN CN201310530671.4A patent/CN103553497A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4985937B2 (en) * | 2006-12-27 | 2012-07-25 | 太平洋マテリアル株式会社 | Polymer cement mortar for floors |
CN101239806A (en) * | 2007-11-23 | 2008-08-13 | 武汉科华高新材料发展有限公司 | Thermal insulation plaster bonding agent |
WO2013064849A2 (en) * | 2011-11-02 | 2013-05-10 | Jáger Invest Kereskedelmi, Szolgáltató És Ingatlanhasznosító Kft. | Glass fiber reinforced thermoset plastic waste doped concrete composition and process for preparation the same |
CN102898087A (en) * | 2012-11-07 | 2013-01-30 | 刘倩 | Anti-cracking modified cement and preparation technology thereof |
CN103253912A (en) * | 2013-05-07 | 2013-08-21 | 淄博职业学院 | Anti-crack mortar |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103953181A (en) * | 2014-05-13 | 2014-07-30 | 宇杰集团股份有限公司 | Damage repairing construction method for cement flooring |
CN104355552A (en) * | 2014-10-10 | 2015-02-18 | 南阳中兴银通建材科技有限公司 | Composite glass fiber mesh and preparation method thereof |
CN104355552B (en) * | 2014-10-10 | 2018-03-20 | 南阳中兴银通建材科技有限公司 | A kind of composite glass fiber net and preparation method thereof |
CN107200522A (en) * | 2017-07-05 | 2017-09-26 | 汤始建华建材(苏州)有限公司 | A kind of new flexible concrete |
CN112521781A (en) * | 2020-12-22 | 2021-03-19 | 江苏智配新材料科技有限公司 | Anti-cracking polymer material for MDF novel fiber line surface spraying and preparation method thereof |
CN115504749A (en) * | 2022-10-20 | 2022-12-23 | 南通装配式建筑与智能结构研究院 | Ultra-high performance concrete and preparation method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
RU2721049C1 (en) | Cold concrete | |
RU2471738C1 (en) | Repair-waterproofing composition and additive in form of wollastonite complex for repair-waterproofing composition, mortar, concrete and articles based thereon | |
KR101096513B1 (en) | Mortar composition for reparing and reinforcing concreate structure compring of rapid curing binder using industrial by-products and using this concrete structure reparing and reinforcing methods | |
CN103553497A (en) | Improved anti-cracking cement | |
BR102014002644B1 (en) | FIRE PROTECTION MORTAR | |
KR100759370B1 (en) | Cement mortar composition and concrete composition | |
UA100723C2 (en) | Self-leveling cementitious mixture with a controlled rate of strength development and ultra-high compressive strength after hardening and articles, made of it | |
JP2015530353A (en) | Hydraulic composition | |
CN107488012B (en) | Wet-mixed composite lightweight aggregate concrete and preparation method thereof | |
CN106220078A (en) | A kind of mixed earth of lightweight self-compaction regeneration and preparation method thereof | |
JP6276029B2 (en) | Plasterer mortar | |
CN112723841A (en) | Anti-crack plastering mortar | |
KR101336165B1 (en) | High performance composite material for shotcrete and high performance shotcrete using it | |
CN102276193A (en) | Enhancement type leveling and temperature preserving mortar for leveling layer of external temperature preservation system of exterior wall of rock wool board | |
KR101558859B1 (en) | Rapid-hardening and high ductility cement concrete composition and manufacture of therof | |
CN101786847B (en) | Repair mortar and construction method thereof | |
CN104129962B (en) | A kind of post-stressed hole path pressure grouting agent and preparation method thereof | |
CN102584149A (en) | Quick-setting cement mortar and preparation method for quick-setting cement mortar | |
CN107628790A (en) | A kind of decoration cement | |
CN104003680A (en) | Thermal mortar dry power materials for building self-insulation masonry | |
CN103253912A (en) | Anti-crack mortar | |
CN103771777A (en) | Modified cement mortar | |
CN102976693A (en) | Outer-wall external thermal-insulation anti-crack mortar prepared from superfine sand | |
CN113511860B (en) | Emulsified asphalt modified low-resilience shotcrete and preparation method thereof | |
CN106747056B (en) | Ultrahigh-strain high-strength thermal insulation material and preparation method thereof |
Legal Events
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 | ||
C12 | Rejection of a patent application after its publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140205 |