CN105503100B - A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof - Google Patents
A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof Download PDFInfo
- Publication number
- CN105503100B CN105503100B CN201510954654.2A CN201510954654A CN105503100B CN 105503100 B CN105503100 B CN 105503100B CN 201510954654 A CN201510954654 A CN 201510954654A CN 105503100 B CN105503100 B CN 105503100B
- Authority
- CN
- China
- Prior art keywords
- parts
- high performance
- road
- grouting material
- bridge engineering
- 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.)
- Active
Links
- 239000000463 material Substances 0.000 title claims abstract description 26
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 21
- 238000002360 preparation method Methods 0.000 title description 2
- CPLXHLVBOLITMK-UHFFFAOYSA-N Magnesium oxide Chemical compound [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000004568 cement Substances 0.000 claims abstract description 18
- 239000010802 sludge Substances 0.000 claims abstract description 16
- -1 polypropylene Polymers 0.000 claims abstract description 15
- 239000004743 Polypropylene Substances 0.000 claims abstract description 12
- 239000002761 deinking Substances 0.000 claims abstract description 12
- 229920001155 polypropylene Polymers 0.000 claims abstract description 12
- 239000004411 aluminium Substances 0.000 claims abstract description 11
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 11
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 11
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims abstract description 11
- 239000000920 calcium hydroxide Substances 0.000 claims abstract description 11
- 229910001861 calcium hydroxide Inorganic materials 0.000 claims abstract description 11
- 239000000395 magnesium oxide Substances 0.000 claims abstract description 11
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 10
- 229940045944 sodium lauroyl glutamate Drugs 0.000 claims abstract description 10
- IWIUXJGIDSGWDN-UQKRIMTDSA-M sodium;(2s)-2-(dodecanoylamino)pentanedioate;hydron Chemical compound [Na+].CCCCCCCCCCCC(=O)N[C@H](C([O-])=O)CCC(O)=O IWIUXJGIDSGWDN-UQKRIMTDSA-M 0.000 claims abstract description 10
- 239000004575 stone Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000002253 acid Substances 0.000 claims abstract description 9
- 229910000410 antimony oxide Inorganic materials 0.000 claims abstract description 9
- VTRUBDSFZJNXHI-UHFFFAOYSA-N oxoantimony Chemical compound [Sb]=O VTRUBDSFZJNXHI-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000011398 Portland cement Substances 0.000 claims abstract description 8
- 239000000835 fiber Substances 0.000 claims abstract description 8
- RAFRTSDUWORDLA-UHFFFAOYSA-N phenyl 3-chloropropanoate Chemical compound ClCCC(=O)OC1=CC=CC=C1 RAFRTSDUWORDLA-UHFFFAOYSA-N 0.000 claims abstract description 8
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims abstract description 7
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 claims abstract description 7
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 claims abstract description 7
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 claims abstract description 7
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 claims abstract description 7
- 229910021653 sulphate ion Inorganic materials 0.000 claims abstract description 7
- 239000000203 mixture Substances 0.000 claims description 12
- 239000000843 powder Substances 0.000 claims description 10
- 125000005605 benzo group Chemical group 0.000 claims description 3
- 150000003839 salts Chemical class 0.000 claims description 3
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 2
- MOFINMJRLYEONQ-UHFFFAOYSA-N [N].C=1C=CNC=1 Chemical class [N].C=1C=CNC=1 MOFINMJRLYEONQ-UHFFFAOYSA-N 0.000 claims description 2
- 239000002994 raw material Substances 0.000 claims description 2
- 229910052710 silicon Inorganic materials 0.000 claims description 2
- 239000010703 silicon Substances 0.000 claims description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims 2
- 241000209140 Triticum Species 0.000 claims 2
- 235000021307 Triticum Nutrition 0.000 claims 2
- 235000012054 meals Nutrition 0.000 claims 2
- 150000003851 azoles Chemical class 0.000 claims 1
- 229910052757 nitrogen Inorganic materials 0.000 claims 1
- 239000004567 concrete Substances 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 230000001070 adhesive effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 6
- 239000003245 coal Substances 0.000 description 4
- 238000012856 packing Methods 0.000 description 4
- 238000001354 calcination Methods 0.000 description 3
- 229920005646 polycarboxylate Polymers 0.000 description 3
- 239000000654 additive Substances 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 2
- ZCCIPPOKBCJFDN-UHFFFAOYSA-N calcium nitrate Chemical compound [Ca+2].[O-][N+]([O-])=O.[O-][N+]([O-])=O ZCCIPPOKBCJFDN-UHFFFAOYSA-N 0.000 description 2
- 238000011049 filling Methods 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- IOVCWXUNBOPUCH-UHFFFAOYSA-N Nitrous acid Chemical compound ON=O IOVCWXUNBOPUCH-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 229910052787 antimony Inorganic materials 0.000 description 1
- WATWJIUSRGPENY-UHFFFAOYSA-N antimony atom Chemical compound [Sb] WATWJIUSRGPENY-UHFFFAOYSA-N 0.000 description 1
- 239000007767 bonding agent Substances 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 150000001732 carboxylic acid derivatives Chemical class 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Environmental & Geological Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Road and bridge engineering reinforcing high performance grouting material of the present invention, is made up of the component of following parts by weight：45~50 parts of Portland cement, 12~15 parts of sulphate aluminium cement, 8~10 parts of paper-making deinking sludge, 10~12 parts of gangue, 3~4 parts of medical stone, 2~3 parts of magnesia, 0.5~1 part of calcium hydroxide, 1~1.5 part of polypropylene fibre, 0.5~0.8 part of antimony oxide, 0.4~0.5 part of sodium lauroyl glutamate, 0.5~0.8 part of hydroxypropyl methyl cellulose, 0.4~0.5 part of BTA, 1~1.2 part of calcium nitrite, 1~2 part of high performance water reducing agent of polyocarboxy acid.The road and bridge engineering reinforcing high performance grouting material, have good mechanical property, and upper flow regime, the characteristic of microdilatancy, especially with prominent to C30 concrete and the adhesive property of reinforcing bar, for the reinforcement, repairing and reinforcing of the beam of road and bridge engineering, plate, post, basis, terrace and road, effect protrudes.
Description
Technical field
The invention belongs to building material technical field, specially a kind of road and bridge engineering reinforcing high performance grouting material.
Background technology
Grouting material be using high-strength material as aggregate, using cement as bonding agent, be aided with upper flow regime, microdilatancy, prevent from
The materials such as analysis are formulated.It adds a certain amount of water at the construction field (site), can be used after stirring.Grouting material needs to have
Have that self drainage is good, fast hard, early strong, high-strength, ungauged regions, microdilatancy;Nontoxic, harmless, not aging, to water quality and surrounding environment without dirt
Dye, from the features such as close property is good, antirust.There is reliable in quality in construction party face, reduce cost, shorten duration and easy to use etc. excellent
Point.Grouting material is widely used in the small gaps such as the back-grouting of Equipment Foundations, the grouting of steel structure column basis, track foundation and bonds filling
Slurry, subway, tunnel, underground engineering backhander method construction joint build-in, foot bolt fastening, the reinforcing of beams of concrete, post, plate, wall are repaiied
Supplementary irrigation is starched, and other normal concretes are difficult to irregular dead angle, corner and concrete porosity supplementary irrigation reparation poured into a mould etc..
Structural strengthening is widely used in concrete structure enlarged cross section with cement-based grouting material (referred to as reinforcing grouting material)
Product is reinforced.Grouting material is reinforced, is the added material for being used to improve concrete strength in engineering construction.The high-strength master for reinforcing grouting material
Technical indicator is wanted due to its particularity, to often require that reinforcing and repairing effect is good, the duration is soon and easy for structural strengthening repairing work
In construction the features such as.Thus, the requirement being embodied on grouting material be its fluidity, expansion rate, early stage and final strength and
The indexs such as setting time.
The content of the invention
A kind of present invention aims to overcome that deficiency of the prior art, there is provided road and bridge engineering reinforcing high performance grouting
Material.
Road and bridge engineering reinforcing high performance grouting material of the present invention, is made up of the component of following parts by weight：Common silicic acid
45~50 parts of salt cement, 12~15 parts of sulphate aluminium cement, 8~10 parts of paper-making deinking sludge, 10~12 parts of gangue, medical stone
3~4 parts, 2~3 parts of magnesia, 0.5~1 part of calcium hydroxide, 1~1.5 part of polypropylene fibre, 0.5~0.8 part of antimony oxide,
0.4~0.5 part of sodium lauroyl glutamate, 0.5~0.8 part of hydroxypropyl methyl cellulose, 0.1~0.2 part of BTA, Asia
1~1.2 part of calcium nitrate, 1~2 part of high performance water reducing agent of polyocarboxy acid.
As optimization, the road and bridge engineering reinforcing high performance grouting material, it is prepared from the following raw materials in parts by weight：Ordinary silicon
48 parts of acid salt cement, 13 parts of sulphate aluminium cement, 9 parts of paper-making deinking sludge, 11 parts of gangue, 3.5 parts of medical stone, fineness 400
2.5 parts of purpose magnesia, 1.2 parts of 0.7 part of calcium hydroxide, the polypropylene fibre of the mesh of fineness 600, the purpose three of fineness 800 oxidation two
0.6 part of antimony, 0.45 part of sodium lauroyl glutamate, 0.7 part of hydroxypropyl methyl cellulose, 0.15 part of BTA, nitrous acid
1 part of calcium, 1.2 parts of high performance water reducing agent of polyocarboxy acid.
The method for preparing High Strength Non-shrinking Filling Material of the present invention, comprises the following steps：
A, paper-making deinking sludge, gangue, the medical stone of the parts by weight are made into 50 mesh powders to be well mixed, so
Afterwards under the conditions of 850~900 DEG C, calcine 1~2 hour, 325 mesh powders are ground into after taking-up；
B, by the antimony oxide of the parts by weight, sodium lauroyl glutamate, hydroxypropyl methyl cellulose, benzo three
Nitrogen azoles, calcium nitrite, high performance water reducing agent of polyocarboxy acid, it is added in three-dimensional mixer and is well mixed；
C, by the Portland cement of the parts by weight, sulphate aluminium cement, magnesia, calcium hydroxide, polypropylene
Fiber, it is mixed evenly, then sequentially adds the mixture in the mixture and step b in step a, be mixed evenly,
Metering packing, according to cement-water ratio 1 during use：0.1~0.3 is used in mixed way.
As optimization, the Portland cements of Shandong Shan Lv Cement Co., Ltds mountain aluminium board P.O 52.5, Zhengzhou City are selected
Build Wen Tecai Science and Technology Ltd.s and build the quick hardening sulphoaluminate cement of literal arts skill board 425, Anhui Maanshan eagle Paper Co., Ltd
Sludge dewatering workshop paper-making deinking sludge, the normal village's coal mine drainage gangue of Lu An groups, Shijiazhuang Sen Long Chemical Co., Ltd.s
6mm polypropylene fibres, Shanghai Sheng Kuo construction materials Co., Ltd SK-9010 polycarboxylate high performance water-reducing agents.
Road and bridge engineering reinforcing high performance grouting material of the present invention, is effectively utilized the industry such as paper-making deinking sludge, gangue
Discarded object；Add magnesia, calcium hydroxide, the cracking resistance expanded constituents of polypropylene fibre composition, and special additive.Should
Road and bridge engineering reinforcing high performance grouting material, has good mechanical property, and a upper flow regime, the characteristic of microdilatancy, especially
With prominent to C30 concrete and the adhesive property of reinforcing bar, for the beam of road and bridge engineering, plate, post, basis, terrace and road
Reinforcement, repairing and reinforcing, effect protrude.
Embodiment
The invention will be further described for example given below plan, but is not to be construed as to the scope of the present invention
Limitation, those skilled in the art still fall within this according to some the nonessential modifications and adaptations of present invention to the present invention
The protection domain of invention.
Embodiment 1：A, by 9 kilograms of Anhui Maanshan eagle Paper Co., Ltd's sludge dewatering workshop paper-making deinking sludge,
11 kilograms of the normal village's coal mine drainage gangue of Lu An groups, 3.5 kilograms of medical stone are made 50 mesh powders and are well mixed, and add calcining
Kiln is calcined 1~2 hour under the conditions of 850~900 DEG C, 325 mesh powders is ground into after taking-up；
B, by 0.45 kilogram of 0.6 kilogram of antimony oxide, sodium lauroyl glutamate, the hydroxypropyl methyl of the mesh of fineness 800
0.7 kilogram of cellulose, 0.15 kilogram of BTA, 1 kilogram of calcium nitrite, Shanghai Sheng Kuo construction materials Co., Ltd SK-
9010 1.2 kilograms of polycarboxylate high performance water-reducing agents, it is added in three-dimensional mixer and is well mixed；
C, 48 kilograms of Shandong Shan Lv Cement Co., Ltds mountain 52.5 Portland cements of aluminium board P.O, Zhengzhou City are built into text
Te Cai Science and Technology Ltd.s build 13 kilograms of 425 quick hardening sulphoaluminate cement of literal arts skill board, the mesh of fineness 400 2.5 kilograms of magnesia,
0.7 kilogram of calcium hydroxide, 1.2 kilograms of the Shijiazhuang Sen Long Chemical Co., Ltd.s 6mm polypropylene fibres of the mesh of fineness 600, mixing is stirred
Mix uniformly, then sequentially add the mixture in the mixture and step b in step a, be mixed evenly, metering packing.
Embodiment 2：A, by 8 kilograms of Anhui Maanshan eagle Paper Co., Ltd's sludge dewatering workshop paper-making deinking sludge,
10 kilograms of the normal village's coal mine drainage gangue of Lu An groups, 3 kilograms of medical stone are made 50 mesh powders and are well mixed, and add calcining kiln
Under the conditions of 850~900 DEG C, calcine 1~2 hour, 325 mesh powders are ground into after taking-up；
B, it is 0.4 kilogram of 0.5 kilogram of antimony oxide, the sodium lauroyl glutamate of the mesh of fineness 800, hydroxypropyl methyl is fine
0.5 kilogram of dimension element, 0.1 kilogram of BTA, 1 kilogram of calcium nitrite, Shanghai Sheng Kuo construction materials Co., Ltd SK-9010 gather
1 kilogram of carboxylic acid series high-performance dehydragent, it is added in three-dimensional mixer and is well mixed；
C, 45 kilograms of Shandong Shan Lv Cement Co., Ltds mountain 52.5 Portland cements of aluminium board P.O, Zhengzhou City are built into text
Te Cai Science and Technology Ltd.s build 2 kilograms of the magnesia, thin of 12 kilograms of 425 quick hardening sulphoaluminate cement of literal arts skill board, the mesh of fineness 400
0.5 kilogram of calcium hydroxide, 1 kilogram of the Shijiazhuang Sen Long Chemical Co., Ltd.s 6mm polypropylene fibres of 600 mesh are spent, is mixed equal
It is even, the mixture in the mixture and step b in step a is then sequentially added, is mixed evenly, metering packing.
Embodiment 3：A, by 10 kilograms of Anhui Maanshan eagle Paper Co., Ltd's sludge dewatering workshop paper-making deinking sludge,
12 kilograms of the normal village's coal mine drainage gangue of Lu An groups, 4 kilograms of medical stone are made 50 mesh powders and are well mixed, and add calcining kiln
Under the conditions of 850~900 DEG C, calcine 1~2 hour, 325 mesh powders are ground into after taking-up；
B, it is 0.5 kilogram of 0.8 kilogram of antimony oxide, the sodium lauroyl glutamate of the mesh of fineness 800, hydroxypropyl methyl is fine
0.8 kilogram of dimension element, 0.2 kilogram of BTA, 1.2 kilograms of calcium nitrite, Shanghai Sheng Kuo construction materials Co., Ltd SK-9010
2 kilograms of polycarboxylate high performance water-reducing agent, it is added in three-dimensional mixer and is well mixed；
C, 50 kilograms of Shandong Shan Lv Cement Co., Ltds mountain 52.5 Portland cements of aluminium board P.O, Zhengzhou City are built into text
Te Cai Science and Technology Ltd.s build 3 kilograms of the magnesia, thin of 15 kilograms of 425 quick hardening sulphoaluminate cement of literal arts skill board, the mesh of fineness 400
1 kilogram of calcium hydroxide, 1.5 kilograms of the Shijiazhuang Sen Long Chemical Co., Ltd.s 6mm polypropylene fibres of 600 mesh are spent, is mixed equal
It is even, the mixture in the mixture and step b in step a is then sequentially added, is mixed evenly, metering packing.
Test method：Fluidity uses GB/T50448-2008《Cement-based grouting material application technology specification》Middle method；
Vertical expansion ratio uses GB/T50448-2008《Cement-based grouting material application technology specification》And GB/T 50119-2003《It is mixed
Coagulate native additive application technology specification》Middle method；Compression strength uses JGJ70-2009《Building mortar basic performance tests side
Method》Middle method；Tensile splitting strength, rupture strength and C30 concrete are just drawing adhesion strength to use GB50550-2010《Building
Structural fortification construction quality accident specification》Method in annex P annex Q annex E；DL/ is used with reinforcing bar adhesion strength
T5150-2001《Concrete for hydraulic structure testing regulations》Middle method；GB 8076-2008 are used to reinforcement corrosion effect《Outside concrete
Add agent》Middle method.Technical indicator is shown in Table 1 after different embodiment experiments.
Claims (2)
1. a kind of road and bridge engineering reinforcing high performance grouting material, it is characterised in that be by the component of following parts by weight：Ordinary silicon
45~50 parts of acid salt cement, 12~15 parts of sulphate aluminium cement, 8~10 parts of paper-making deinking sludge, 10~12 parts of gangue, wheat meal
3~4 parts of stone, 2~3 parts of magnesia, 0.5~1 part of calcium hydroxide, 1~1.5 part of polypropylene fibre, antimony oxide 0.5~0.8
Part, 0.4~0.5 part of sodium lauroyl glutamate, 0.5~0.8 part of hydroxypropyl methyl cellulose, BTA 0.1~0.2
Part, 1~1.2 part of calcium nitrite, 1~2 part of high performance water reducing agent of polyocarboxy acid；
It is made up of following steps：
A, paper-making deinking sludge, gangue, the medical stone of the parts by weight are made into 50 mesh powders to be well mixed, Ran Hou
Under the conditions of 850~900 DEG C, calcine 1~2 hour, 325 mesh powders are ground into after taking-up；
B, by the antimony oxide of the parts by weight, sodium lauroyl glutamate, hydroxypropyl methyl cellulose, the nitrogen of benzo three
Azoles, calcium nitrite, high performance water reducing agent of polyocarboxy acid, it is added in three-dimensional mixer and is well mixed；
C, by the Portland cement of the parts by weight, sulphate aluminium cement, magnesia, calcium hydroxide, polypropylene fibre,
It is mixed evenly, then sequentially adds the mixture in the mixture and step b in step a, be mixed evenly, metering bag
Dress.
2. road and bridge engineering reinforcing high performance grouting material according to claim 1, it is characterised in that by following parts by weight
Raw material be made：48 parts of Portland cement, 13 parts of sulphate aluminium cement, 9 parts of paper-making deinking sludge, 11 parts of gangue, wheat
3.5 parts of meal stone, 2.5 parts of the magnesia of the mesh of fineness 400,1.2 parts of 0.7 part of calcium hydroxide, the polypropylene fibre, thin of the mesh of fineness 600
Spend 0.45 part of 0.6 part of antimony oxide, sodium lauroyl glutamate, 0.7 part of hydroxypropyl methyl cellulose, the benzo three of 800 mesh
0.15 part of nitrogen azoles, 1 part of calcium nitrite, 1.2 parts of high performance water reducing agent of polyocarboxy acid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510954654.2A CN105503100B (en) | 2015-12-21 | 2015-12-21 | A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510954654.2A CN105503100B (en) | 2015-12-21 | 2015-12-21 | A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105503100A CN105503100A (en) | 2016-04-20 |
| CN105503100B true CN105503100B (en) | 2018-02-02 |
Family
ID=55711479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510954654.2A Active CN105503100B (en) | 2015-12-21 | 2015-12-21 | A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105503100B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITUB20160429A1 (en) * | 2016-02-05 | 2017-08-05 | Laboratori Archa Srl | COMPOSITION FOR USE IN BUILDING |
| CN109626944A (en) * | 2019-01-25 | 2019-04-16 | 国网山西省电力公司经济技术研究院 | A kind of high-tension line disc type ground perfusion materia and its preparation method and application |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104788056B (en) * | 2014-01-18 | 2017-08-08 | 上海标仕新型建筑材料厂 | Reinforcement type grouting material |
| CN103936372B (en) * | 2014-04-04 | 2016-01-20 | 中冶建筑研究总院有限公司 | From fluidised form thermal cement base grouting material, its preparation method and application thereof |
| CN104844122A (en) * | 2015-06-08 | 2015-08-19 | 北京建筑大学 | Cement grouting material |
-
2015
- 2015-12-21 CN CN201510954654.2A patent/CN105503100B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105503100A (en) | 2016-04-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2944599C (en) | Concrete materials with modified rheology, methods of making, and uses thereof | |
| CN102584101B (en) | Special grouting agent for post-tensioned prestressed concrete beams of highway bridges and culverts and preparation method thereof | |
| CN102211919B (en) | Acrylic ester emulsion modified cement base rapid repair mortar | |
| WO2016145548A1 (en) | Self-compacting concrete prepared from industrial solid waste and preparation method therefor | |
| CN105712738B (en) | A kind of high water filling material for discarded pipe filling | |
| CN103896527A (en) | Lightweight high-strength cement based composite material | |
| CN104761213A (en) | High-strength non-shrinkage grouting material | |
| CN106220126A (en) | A kind of grouting material of foundation stabilization | |
| CN108203281A (en) | A kind of microdilatancy injecting paste material and preparation method thereof | |
| CN105271890B (en) | A kind of prestress hole path pressure grouting agent and its preparation and application | |
| CN105693173A (en) | Sleeve grouting material for prefabricated buildings | |
| CN107840622A (en) | A kind of pressure grout for highway and its production method | |
| CN101445342B (en) | Concrete material for reinforcing high-performance structure project, preparation method and use thereof | |
| CN105541238B (en) | A kind of High Strength Non-shrinking Filling Material | |
| CN105503100B (en) | A kind of road and bridge engineering reinforcing high performance grouting material and preparation method thereof | |
| CN104926242A (en) | Concrete crack repair grouting material and preparation method thereof | |
| CN110451884A (en) | A kind of self-compaction jacking concrete and its application | |
| CN107512862B (en) | Tackifier special for shield synchronous grouting material | |
| CN105503076B (en) | A kind of tunnel high-performance water-tight concrete and preparation method thereof | |
| JP6965136B2 (en) | Construction method of mortar or concrete using ultra-fast hard cement | |
| CN108947295A (en) | Low-alkali concrete swelling agent and the preparation method and application thereof | |
| CN108585648A (en) | Grouting serous fluid formula and preparation method thereof | |
| CN101265403A (en) | Engineering structure fast-hardening plugging agent and preparation method thereof | |
| CN106380163A (en) | Desert sand self-leveling mortar, and preparation method and construction method thereof | |
| CN104496354A (en) | Cement-based grouting material and preparation 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 | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Fusheng Inventor after: Liu Quanxin Inventor before: Qiao Junqing |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20180105 Address after: South Changan District Lingtou Village West Town 050000 Hebei Zhaotong City in Shijiazhuang Province Applicant after: Hebei Fuwei Building Materials Technology Co., Ltd. Address before: 042600 Shanxi City, Taiyuan Province, Wan Feng Road, Berlin District No. 140 Applicant before: Qiao Junqing |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |