CN103145396A - Multifunctional quick repair material for cement concrete pavements and preparation method thereof - Google Patents
Multifunctional quick repair material for cement concrete pavements and preparation method thereof Download PDFInfo
- Publication number
- CN103145396A CN103145396A CN2013100604914A CN201310060491A CN103145396A CN 103145396 A CN103145396 A CN 103145396A CN 2013100604914 A CN2013100604914 A CN 2013100604914A CN 201310060491 A CN201310060491 A CN 201310060491A CN 103145396 A CN103145396 A CN 103145396A
- Authority
- CN
- China
- Prior art keywords
- cement
- sand
- flyash
- magnesium oxide
- boric acid
- 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
- 239000004568 cement Substances 0.000 title claims abstract description 81
- 239000000463 material Substances 0.000 title claims abstract description 70
- 239000004567 concrete Substances 0.000 title claims abstract description 58
- 238000002360 preparation method Methods 0.000 title claims abstract description 8
- 230000008439 repair process Effects 0.000 title abstract description 16
- 239000000843 powder Substances 0.000 claims abstract description 62
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 34
- 239000010881 fly ash Substances 0.000 claims abstract description 33
- 229920001971 elastomer Polymers 0.000 claims abstract description 32
- 239000000835 fiber Substances 0.000 claims abstract description 32
- 239000000395 magnesium oxide Substances 0.000 claims abstract description 32
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims abstract description 32
- AXZKOIWUVFPNLO-UHFFFAOYSA-N magnesium;oxygen(2-) Chemical compound [O-2].[Mg+2] AXZKOIWUVFPNLO-UHFFFAOYSA-N 0.000 claims abstract description 32
- -1 polypropylene Polymers 0.000 claims abstract description 32
- 239000005060 rubber Substances 0.000 claims abstract description 32
- 239000004743 Polypropylene Substances 0.000 claims abstract description 31
- 150000004645 aluminates Chemical class 0.000 claims abstract description 31
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 claims abstract description 31
- 239000004327 boric acid Substances 0.000 claims abstract description 31
- 239000004816 latex Substances 0.000 claims abstract description 31
- 229920000126 latex Polymers 0.000 claims abstract description 31
- 229920001155 polypropylene Polymers 0.000 claims abstract description 31
- 239000002994 raw material Substances 0.000 claims abstract description 23
- 239000004576 sand Substances 0.000 claims description 45
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims description 33
- 229910052710 silicon Inorganic materials 0.000 claims description 33
- 239000010703 silicon Substances 0.000 claims description 33
- MNNHAPBLZZVQHP-UHFFFAOYSA-N diammonium hydrogen phosphate Chemical compound [NH4+].[NH4+].OP([O-])([O-])=O MNNHAPBLZZVQHP-UHFFFAOYSA-N 0.000 claims description 30
- 239000000203 mixture Substances 0.000 claims description 13
- 239000008279 sol Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 238000002156 mixing Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 abstract 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical compound [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 abstract 1
- 229910019142 PO4 Inorganic materials 0.000 abstract 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 abstract 1
- 239000010452 phosphate Substances 0.000 abstract 1
- 201000010099 disease Diseases 0.000 description 33
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 33
- 208000010392 Bone Fractures Diseases 0.000 description 10
- 206010017076 Fracture Diseases 0.000 description 10
- 230000015271 coagulation Effects 0.000 description 9
- 238000005345 coagulation Methods 0.000 description 9
- 238000006073 displacement reaction Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 9
- 238000012423 maintenance Methods 0.000 description 7
- 239000000047 product Substances 0.000 description 7
- 239000008267 milk Substances 0.000 description 5
- 210000004080 milk Anatomy 0.000 description 5
- 235000013336 milk Nutrition 0.000 description 5
- 239000002344 surface layer Substances 0.000 description 5
- 239000002956 ash Substances 0.000 description 4
- 238000009472 formulation Methods 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000002045 lasting effect Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000002950 deficient Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 239000002986 polymer concrete Substances 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 230000002742 anti-folding effect Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 238000003763 carbonization Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- 235000014380 magnesium carbonate Nutrition 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000011295 pitch Substances 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000003303 reheating Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000002522 swelling effect Effects 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention relates to pavement repair, particularly a multifunctional quick repair material for cement concrete pavements, which is prepared by mixing the following raw materials in percentage by weight: 20-30% of magnesium oxide, 14-26% of ammonium monoacid phosphate, 9-14% of boric acid, 5-20% of aluminate cement, 2-10% of fly ash, 2-10% of rubber powder, 0.5-1.5% of polypropylene fiber, 0.5-1.5% of redispersible latex powder, silica sol and water; the silica sol accounts for 20-60% of the water. The preparation method of the multifunctional quick repair material for cement concrete pavements is implemented by proportionally mixing the raw materials. The material is convenient for construction, has enduring effect after curing, and has quick and enduring repair capacities for most damage forms of cement concrete pavements.
Description
Technical field
The present invention relates to pavement patching, be specifically related to the material that a kind of pavement patching is used.
Background technology
The maintenance of road is one of important topic of current road engineering field face.According to statistics, in recent years, the annual funds that are used for the highway maintenance maintenance of China just surpass 30,000,000,000 yuan, perfect gradually along with the highway in China transportation network, and the maintenance of highway more and more comes into one's own.The features such as intensity is high, supporting capacity is strong owing to having, applied widely, abundant raw materials, good endurance, cement concrete pavement occupies critical role always in the construction of highway in China net, be a kind of very important pavement structure form.But, under As-Is, cement concrete pavement does not often reach desired value work-ing life, a lot of entity project are open to traffic and still only have several years, the crack just occurs, come to nothing, the disease such as disconnected plate, need to take grouting, rubblization to dispose, change plate or overlay that the technique means such as cover are recovered its structural-load-carrying capacity or the road table uses function.In addition, traditional repair mode not only long in time limit, traffic is disturbed large, costly, and the reparation means are only effective for certain concrete disease form, and helpless when other disease forms are repaired.Therefore, the patching material of developing for the various Major Diseases of cement concrete pavement can be repaired fast and effect is lasting has very important realistic meaning.
The patching material of cement concrete cracks is generally flexible materials, as polyvinyl chloride (PVC) cement, pitch, rubber etc.These materials only can reach the effect in shutoff crack, thus can not supporting crack two walls can not be jointly stressed with the both sides road deck as a whole, so can cause the crack diffusion and enlarge when vehicle fracture two walls have pressure; In addition, because contraction, the swelling property of these materials and cement concrete material differs greatly, cause easily be extruded its summer, the material that is extruded comes off from the original place under the effect of wheel, thereby when the cold weather concrete panel shrinks, the place, crack produces the seam sealer inefficacy of larger space; And, due to flexible patching material and the cement concrete pavement colour contrast large, the perfusion after forms black line on the road surface, comparatively seriously affect the use properties on road surface.
Top layer class disease for cement concrete pavement, the traditional method of highway maintenance department is to adopt asphalt to carry out the part to it to repair or whole cover, although it is comparatively easy to construct, but because the rigidity of bi-material is inconsistent, the existence of the shearing between the interface easily causes coming off of patching material and lost efficacy.Another kind of traditional method for repairing and mending is that the concrete of breakage is removed, again making is not less than the normal concrete of original design strength grade, mainly there is following problem in this repair mode: (1) novel concrete shrinks than old concrete and shrinks greatly, easily causes shrinkage cracking; (2) between new-old concrete due to reasons such as boundary defects, its mutual cohesive strength is low, all easily causes repair losing efficacy; (3) curing cycle long, bring larger pressure to traffic operation.
For the obvious defective of above-mentioned conventional repair material, in recent years, domesticly in succession develop various polymer concretes, polymer modification concrete, mix Fresh Concrete with Admixtures, the quick patching material for cement concrete pavement such as fibrous concrete and fast hard class cement, below introduce respectively the present Research of several patching materials.
Polymer concrete, polymer modification concrete, fibrous concrete, mix the fast repairing materials such as Fresh Concrete with Admixtures and fast hard class cement and be applicable to mainly that plate is repaired and cover is repaired, use range has significant limitation, and the usage quantitys such as polymkeric substance, fiber and admixture are large, price is more expensive has limited again its development and use.
Above-mentioned description about the Cement Concrete Pavement Reconstruction present condition of material shows, existing various types of materials for Cement Concrete Pavement Maintenance and maintenance all exist separately defective and the restriction of use range.
Summary of the invention
The object of the present invention is to provide the multi-functional fast repairing material of a kind of cement concrete pavement, this patching material can be repaired for the most of disease forms of cement concrete pavement.
The present invention also aims to provide the preparation method of above-mentioned patching material, to solve the problems of the technologies described above.
Technical problem solved by the invention can realize by the following technical solutions:
the multi-functional fast repairing material of a kind of cement concrete pavement, it is characterized in that, contain magnesium oxide in the raw material of described patching material, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol, water, each raw material mixes by following weight ratio: magnesium oxide 20%-30%, Secondary ammonium phosphate 14%-26%, boric acid 9%-14%, aluminate cement 5%-20%, flyash 2%-10%, rubber powder 2%-10%, polypropylene fibre 0.5%-1.5%, redispersable latex powder 0.5%-1.5%, the silicon sol consumption is the 20%-60% of water consumption.
The construction of this material is convenient, solidify after effect lasting, for the most of disease forms of cement concrete pavement all have fast, the permanent repair ability.
Can first magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol be made into gelling mixture according to the above ratio, be watered use by the silicon sol consumption as the 20%-60% of water consumption again when using.
Also contain sand in the raw material of described patching material, described sand is Machine-made Sand, natural fine sand or natural coarse sand, sneaks into by weight 33%-50%.
As a kind of preferred version, each raw material is pressed following weight ratio mixed preparing: 6% magnesium oxide, 22% Secondary ammonium phosphate, 12% boric acid, the aluminate cement of 10-20%, the flyash of 5-10%, the rubber powder of 3-10%, 1.5% polypropylene fibre, 1% redispersable latex powder, silicon sol consumption are 40% of water consumption.
The fast repairing material that this formula obtains can satisfy the demand of Rapid-Repair time of coagulation, and good fluidity is applicable to that the fracture class diseases such as fracture are in the milk and the vertical displacement class disease such as plat-bottom escape is carried out mud jacking.
As another kind of preferred version, each raw material is pressed following weight ratio mixed preparing: 30% magnesium oxide, 26% Secondary ammonium phosphate, 14% boric acid, 15% aluminate cement, 8% flyash, 5% rubber powder, 1.5% polypropylene fibre, 1.5% redispersable latex powder, silicon sol consumption are 20% of water consumption.
The fast repairing material molding time that this formula obtains can satisfy the demand of Rapid-Repair, and good fluidity is applicable to that the fracture class diseases such as fracture are in the milk and the vertical displacement class disease such as plat-bottom escape is carried out mud jacking.
As another kind of preferred version, each raw material is pressed following weight ratio mixed preparing: 33% Machine-made Sand or natural fine sand, 20% magnesium oxide, 17% Secondary ammonium phosphate, 10% boric acid, 10% aluminate cement, 5% flyash, 3% rubber powder, 1% polypropylene fibre, 1% redispersable latex powder, water-cement ratio is as the criterion can obtain better mobility, and the silicon sol consumption is 40% of water consumption.
The fast repairing material that this formula obtains can satisfy the demand of Rapid-Repair time of coagulation, and mobility is better, is applicable to the vertical displacement class diseases such as faulting of slab ends are carried out that the discrepancy in elevation is filled up and the surface layer class diseases such as hole, hole are repaired.
As another kind of preferred version, each raw material is pressed following weight ratio mixed preparing: 50% Machine-made Sand or natural coarse sand, 17% magnesium oxide, 14% Secondary ammonium phosphate, 9% boric acid, 5% aluminate cement, 2% flyash, 2% rubber powder, 0.5% polypropylene fibre, 0.5% redispersable latex powder, silicon sol consumption are 60% of water consumption.
The fast repairing material that this formula obtains can satisfy the demand of Rapid-Repair time of coagulation, and mobility is general, is applicable to the vertical displacement class diseases such as faulting of slab ends are carried out that the discrepancy in elevation is filled up and the surface layer class diseases such as hole, hole are repaired and thin layer subsidizes.
The preparation method of the multi-functional fast repairing material of cement concrete pavement, it is characterized in that, with magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol, water, mix by following weight ratio: magnesium oxide 20%-30%, Secondary ammonium phosphate 14%-26%, boric acid 9%-14%, aluminate cement 5%-20%, flyash 2%-10%, rubber powder 2%-10%, polypropylene fibre 0.5%-1.5%, redispersable latex powder 0.5%-1.5%, silicon sol consumption are the 20%-60% of water consumption.
Can first magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol be mixed, be watered again during use.
Also contain sand in the raw material of described patching material, described sand is Machine-made Sand, natural fine sand or natural coarse sand, and described sand mixes by weight 33%-50%.
The advantage of this product is:
1 time of coagulation is short, can reach the purpose of Rapid-Repair Cement Concrete Pavement, and energy is adjustable between 5 ~ 30min its time of coagulation;
2 and the pavement concrete base material between cohesive strength high, more than the 1d cohesive strength can reach 4MPa;
3 early strengths are high, and the anti-folding of 1h and ultimate compression strength can reach 3MPa and 20MPa respectively;
4 good fluidities, its degree of mobilization can reach 200mm and more than;
5 good endurance, wear resistance, frost resistance, anti-carbonization ability can reach the requirement that material is used on the road;
6 its intensity, snappiness, mobility can be regulated according to the demand of different pavement diseases;
7 need not to adopt any special measures to carry out health, and natural curing gets final product under drying conditions;
8 preparation technologies are simple.
Embodiment
For technique means, creation characteristic that the present invention is realized, reach purpose and effect is easy to understand, below in conjunction with elaborating the present invention.
The multi-functional fast repairing material of a kind of cement concrete pavement, contain magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol, water in the raw material of patching material, each raw material mixes by following weight ratio: magnesium oxide 20%-30%, Secondary ammonium phosphate 14%-26%, boric acid 9%-14%, aluminate cement 5%-20%, flyash 2%-10%, rubber powder 2%-10%, polypropylene fibre 0.5%-1.5%, redispersable latex powder 0.5%-1.5%, silicon sol consumption are the 20%-60% of water consumption.
The construction of this material is convenient, solidify after effect lasting, for the most of disease forms of cement concrete pavement all have fast, the permanent repair ability.
Can first magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol be made into gelling mixture according to the above ratio, be watered use by the silicon sol consumption as the 20%-60% of water consumption again when using.
Also contain sand in the raw material of patching material, sand is Machine-made Sand, natural fine sand or natural coarse sand, sneaks into by weight 33%-50%.
The formula of this product and use function depend on the disease form of waiting to repair the zone, as need applying pressure slip casting or expand the fracture class diseases such as crack that seam is in the milk, need boring to the purt mud that carries out slip casting at the bottom of plate, the seam class disease such as come to nothing, the vertical displacement class disease that need to fill up discrepancy in elevation that panel produces such as depression, faulting of slab ends, the top layer class disease that need to repair hole, hole, undisguised etc.
Following embodiment further illustrates of the present invention, rather than limits the scope of the invention.
Example 1
The multi-functional fast repairing material of cement concrete pavement is formed by the material formulation of following weight ratio: 26% magnesium oxide, 22% Secondary ammonium phosphate, 12% boric acid, the aluminate cement of 10-20%, the flyash of 5-10%, the rubber powder of 3-10%, 1.5% polypropylene fibre, 1% redispersable latex powder, water-cement ratio are 0.25, and silicon sol replaces water consumption with 40%.The fast repairing material that this formula obtains can satisfy the demand of Rapid-Repair time of coagulation, and good fluidity is applicable to that the fracture class diseases such as fracture are in the milk and the vertical displacement class disease such as plat-bottom escape is carried out mud jacking.
Constructional method is as follows: the pollutent that dust, earth and the greasy dirt etc. in disease zone may be affected interface binding intensity between patching material and disease to be repaired zone is cleaned out; To have loosening and broken concrete blocks to remove, and the crack that width is narrower or the degree of depth more shallow hole, surface layer hole widen or cut a hole deeply, will wait to repair the zone with the water-wet of cleaning; Because this product condenses, setting rate is very fast, so mixing machinery need be placed in distance and wait to repair in regional 5m scope, this product job mix, the on-the-spot use, and duration of mixing is no more than 2min; This product need be as early as possible by manually flattening, wipe one's face to satisfying cement concrete pavement road table service requirements with trowel after disease zone use to be repaired, and this operation should be controlled at 5 ~ 10min; The every stirring of this product once after product goes out machine, needs immediately Mixing Machine to be cleaned.
Example 2
The multi-functional fast repairing material of cement concrete pavement is formed by the material formulation of following weight ratio: 30% magnesium oxide, 26% Secondary ammonium phosphate, 14% boric acid, 15% aluminate cement, 8% flyash, 5% rubber powder, 1.5% polypropylene fibre, 1.5% redispersable latex powder, water-cement ratio are 0.28, and silicon sol replaces water consumption with 20%.The fast repairing material molding time that this formula obtains can satisfy the demand of Rapid-Repair, and good fluidity is applicable to that the fracture class diseases such as fracture are in the milk and the vertical displacement class disease such as plat-bottom escape is carried out mud jacking.Constructional method is with reference to example 1.
Example 3
The multi-functional fast repairing material of cement concrete pavement is formed by the material formulation of following weight ratio: 33% Machine-made Sand or natural fine sand, 20% magnesium oxide, 17% Secondary ammonium phosphate, 10% boric acid, 10% aluminate cement, 5% flyash, 3% rubber powder, 1% polypropylene fibre, 1% redispersable latex powder, water-cement ratio is as the criterion can obtain better mobility, and the silicon sol consumption is 40% of water consumption.The fast repairing material that this formula obtains can satisfy the demand of Rapid-Repair time of coagulation, and mobility is better, is applicable to the vertical displacement class diseases such as faulting of slab ends are carried out that the discrepancy in elevation is filled up and the surface layer class diseases such as hole, hole are repaired.Constructional method is with reference to example 1.
Example 4
The multi-functional fast repairing material of cement concrete pavement is formed by the material formulation of following weight ratio: 50% Machine-made Sand or natural coarse sand, 17% magnesium oxide, 14% Secondary ammonium phosphate, 9% boric acid, 5% aluminate cement, 2% flyash, 2% rubber powder, 0.5% polypropylene fibre, 0.5% redispersable latex powder, water-cement ratio is as the criterion can reach better mobility, and the silicon sol consumption is 60% of water consumption; Constructional method is with reference to example 1.The fast repairing material that this formula obtains can satisfy the demand of Rapid-Repair time of coagulation, and mobility is general, is applicable to the vertical displacement class diseases such as faulting of slab ends are carried out that the discrepancy in elevation is filled up and the surface layer class diseases such as hole, hole are repaired and thin layer subsidizes.Constructional method is with reference to example 1.
To the analysis of the multi-functional fast repairing material performance of cement concrete pavement, should consider from aspects such as folding strength, time of coagulation, divergences emphatically.Above-described embodiment performance is as shown in the table.
The preparation method of the multi-functional fast repairing material of cement concrete pavement, it is characterized in that, with magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol, water, mix by following weight ratio: magnesium oxide 20%-30%, Secondary ammonium phosphate 14%-26%, boric acid 9%-14%, aluminate cement 5%-20%, flyash 2%-10%, rubber powder 2%-10%, polypropylene fibre 0.5%-1.5%, redispersable latex powder 0.5%-1.5%, silicon sol consumption are the 20%-60% of water consumption.
Can first magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol be mixed, add in certain proportion again the water of institute's expense during use.
Also contain sand in the raw material of described patching material, described sand is Machine-made Sand, natural fine sand or natural coarse sand, and described sand mixes by weight 33%-50%.
Magnesium oxide is preferably by the magnesite reheating and forms.Flyash is preferably I level ash or II level ash, and concrete technical requirement meets in " flyash (GBT1596-2005) that is used for cement and concrete " technical requirements about I level ash or II level ash.The consumption of water is according to different mobility and requirement of strength, and " water " is for meeting the clean water of " JGJ63-2006 the reinforcement of concrete water quality standard ".
Above demonstration and described ultimate principle of the present invention and principal character and advantage of the present invention.The technician of the industry should understand; the present invention is not restricted to the described embodiments; that describes in above-described embodiment and specification sheets just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.The claimed scope of the present invention is defined by appending claims and equivalent thereof.
Claims (10)
1. multi-functional fast repairing material of cement concrete pavement, it is characterized in that, contain magnesium oxide in the raw material of described patching material, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol, water, each raw material mixes by following weight ratio: magnesium oxide 20%-30%, Secondary ammonium phosphate 14%-26%, boric acid 9%-14%, aluminate cement 5%-20%, flyash 2%-10%, rubber powder 2%-10%, polypropylene fibre 0.5%-1.5%, redispersable latex powder 0.5%-1.5%, the silicon sol consumption is the 20%-60% of water consumption.
2. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 1, it is characterized in that, first magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol are made into gelling mixture according to the above ratio, are watered use by the silicon sol consumption as the 20%-60% of water consumption again when using.
3. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 1, is characterized in that, also contains sand in the raw material of described patching material, and described sand is Machine-made Sand, natural fine sand or natural coarse sand, sneaks into by weight 33%-50%.
4. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 1, it is characterized in that, each raw material is pressed following weight ratio mixed preparing: 6% magnesium oxide, 22% Secondary ammonium phosphate, 12% boric acid, the aluminate cement of 10-20%, the flyash of 5-10%, the rubber powder of 3-10%, 1.5% polypropylene fibre, 1% redispersable latex powder, silicon sol consumption are 40% of water consumption.
5. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 1, it is characterized in that, each raw material is pressed following weight ratio mixed preparing: 30% magnesium oxide, 26% Secondary ammonium phosphate, 14% boric acid, 15% aluminate cement, 8% flyash, 5% rubber powder, 1.5% polypropylene fibre, 1.5% redispersable latex powder, silicon sol consumption are 20% of water consumption.
6. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 3, is characterized in that, each raw material is pressed following weight ratio mixed preparing: 33% Machine-made Sand or natural fine sand, 20% magnesium oxide, 17% Secondary ammonium phosphate, 10% boric acid, 10% aluminate cement, 5% flyash, 3% rubber powder, 1% polypropylene fibre, 1% redispersable latex powder, water-cement ratio is as the criterion can obtain better mobility, and the silicon sol consumption is 40% of water consumption.
7. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 3, it is characterized in that, each raw material is pressed following weight ratio mixed preparing: 50% Machine-made Sand or natural coarse sand, 17% magnesium oxide, 14% Secondary ammonium phosphate, 9% boric acid, 5% aluminate cement, 2% flyash, 2% rubber powder, 0.5% polypropylene fibre, 0.5% redispersable latex powder, silicon sol consumption are 60% of water consumption.
8. the preparation method of the multi-functional fast repairing material of cement concrete pavement, it is characterized in that, with magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol, water, mix by following weight ratio: magnesium oxide 20%-30%, Secondary ammonium phosphate 14%-26%, boric acid 9%-14%, aluminate cement 5%-20%, flyash 2%-10%, rubber powder 2%-10%, polypropylene fibre 0.5%-1.5%, redispersable latex powder 0.5%-1.5%, silicon sol consumption are the 20%-60% of water consumption.
9. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 8, it is characterized in that, first magnesium oxide, Secondary ammonium phosphate, boric acid, aluminate cement, flyash, rubber powder, polypropylene fibre, redispersable latex powder, silicon sol are mixed, be watered again during use.
10. the multi-functional fast repairing material of a kind of cement concrete pavement according to claim 8, it is characterized in that, also contain sand in the raw material of described patching material, described sand is Machine-made Sand, natural fine sand or natural coarse sand, and described sand mixes by weight 33%-50%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310060491.4A CN103145396B (en) | 2013-02-26 | 2013-02-26 | Multifunctional quick repair material for cement concrete pavements and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310060491.4A CN103145396B (en) | 2013-02-26 | 2013-02-26 | Multifunctional quick repair material for cement concrete pavements and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103145396A true CN103145396A (en) | 2013-06-12 |
| CN103145396B CN103145396B (en) | 2015-04-01 |
Family
ID=48543782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310060491.4A Active CN103145396B (en) | 2013-02-26 | 2013-02-26 | Multifunctional quick repair material for cement concrete pavements and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103145396B (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103360001A (en) * | 2013-07-10 | 2013-10-23 | 中交公路养护工程技术有限公司 | Fast hardening early strength concrete for overall width repair of cement concrete pavement |
| CN103951359A (en) * | 2014-05-05 | 2014-07-30 | 兰溪市三力建筑材料有限公司 | High performance road rehabilitation king material |
| CN106007597A (en) * | 2016-05-25 | 2016-10-12 | 贵州省交通规划勘察设计研究院股份有限公司 | Material for quickly repairing semi-rigid base of asphalt pavement and preparation method thereof |
| CN106517911A (en) * | 2016-11-10 | 2017-03-22 | 过冬 | Cement-based repairing material |
| CN106747133A (en) * | 2016-11-28 | 2017-05-31 | 郑州筑邦建材有限公司 | A kind of severe cold area high ferro pedestal concrete low temperature patching material and its application |
| CN106917333A (en) * | 2017-03-15 | 2017-07-04 | 张启志 | A kind of traceless repair method of concrete road |
| CN106966687A (en) * | 2017-04-07 | 2017-07-21 | 俞家欢 | One kind is without strong cohesive force phosphate cement patching material of mobility rapid hardening and preparation method thereof |
| CN107445503A (en) * | 2017-09-13 | 2017-12-08 | 贵州开磷磷石膏综合利用有限公司 | A kind of antifreeze slow setting calcium phosphate Si-Mg cement and preparation method thereof |
| CN109133844A (en) * | 2018-10-17 | 2019-01-04 | 中国路桥工程有限责任公司 | A kind of Rapid Patching Material for PCC Airfield and preparation process |
| CN110550910A (en) * | 2019-09-24 | 2019-12-10 | 中交武汉港湾工程设计研究院有限公司 | roller compacted concrete applied to rapid repair of pavement base and preparation method thereof |
| CN114538887A (en) * | 2022-03-21 | 2022-05-27 | 内蒙古工业大学 | Rapid and flexible pavement repairing material and preparation method thereof |
| JP2022158954A (en) * | 2021-04-01 | 2022-10-17 | 中鉄北京工程局集団有限公司 | Quick-drying high-early-strength concrete suitable for rapid repair of pavement slab and production method thereof |
| CN115650693A (en) * | 2022-02-11 | 2023-01-31 | 云南省建筑科学研究院有限公司 | Magnesium phosphate repair mortar based on ammonium dihydrogen phosphate and machine-made sand and preparation method thereof |
| CN115893948A (en) * | 2022-12-08 | 2023-04-04 | 山东建泽混凝土有限公司 | Rubber lithium slag powder concrete and preparation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1556779A (en) * | 2001-08-10 | 2004-12-22 | ƽ | Composite materials and methods of making and using such composite materials |
| US7204880B1 (en) * | 2004-05-21 | 2007-04-17 | Turner Terry A | Rapid setting cement |
| CN101708985A (en) * | 2009-10-29 | 2010-05-19 | 中国人民解放军后勤工程学院 | Quick-hardening high-early strength concrete-based composite material for maritime work |
| KR20120063280A (en) * | 2010-12-07 | 2012-06-15 | 유진기업 주식회사 | High functional binder composition for carbon dioxide reduction displaying properties of early strength |
| CN102786285A (en) * | 2012-01-19 | 2012-11-21 | 南京航空航天大学 | Sulfur and phosphate cement insulation mortar or insulation board |
-
2013
- 2013-02-26 CN CN201310060491.4A patent/CN103145396B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1556779A (en) * | 2001-08-10 | 2004-12-22 | ƽ | Composite materials and methods of making and using such composite materials |
| US7204880B1 (en) * | 2004-05-21 | 2007-04-17 | Turner Terry A | Rapid setting cement |
| CN101708985A (en) * | 2009-10-29 | 2010-05-19 | 中国人民解放军后勤工程学院 | Quick-hardening high-early strength concrete-based composite material for maritime work |
| KR20120063280A (en) * | 2010-12-07 | 2012-06-15 | 유진기업 주식회사 | High functional binder composition for carbon dioxide reduction displaying properties of early strength |
| CN102786285A (en) * | 2012-01-19 | 2012-11-21 | 南京航空航天大学 | Sulfur and phosphate cement insulation mortar or insulation board |
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103360001B (en) * | 2013-07-10 | 2015-08-26 | 中交公路养护工程技术有限公司 | The complete thick formula repairing high-early-strength type concrete of cement concrete pavement |
| CN103360001A (en) * | 2013-07-10 | 2013-10-23 | 中交公路养护工程技术有限公司 | Fast hardening early strength concrete for overall width repair of cement concrete pavement |
| CN103951359A (en) * | 2014-05-05 | 2014-07-30 | 兰溪市三力建筑材料有限公司 | High performance road rehabilitation king material |
| CN106007597A (en) * | 2016-05-25 | 2016-10-12 | 贵州省交通规划勘察设计研究院股份有限公司 | Material for quickly repairing semi-rigid base of asphalt pavement and preparation method thereof |
| CN106517911A (en) * | 2016-11-10 | 2017-03-22 | 过冬 | Cement-based repairing material |
| CN106747133B (en) * | 2016-11-28 | 2019-02-01 | 郑州筑邦建材有限公司 | A kind of severe cold area high-speed rail pedestal concrete low temperature patching material and its application |
| CN106747133A (en) * | 2016-11-28 | 2017-05-31 | 郑州筑邦建材有限公司 | A kind of severe cold area high ferro pedestal concrete low temperature patching material and its application |
| CN106917333A (en) * | 2017-03-15 | 2017-07-04 | 张启志 | A kind of traceless repair method of concrete road |
| CN106966687B (en) * | 2017-04-07 | 2020-07-24 | 俞家欢 | Fluidity-free rapid-setting strong-binding-force phosphate cement repairing material and preparation method thereof |
| CN106966687A (en) * | 2017-04-07 | 2017-07-21 | 俞家欢 | One kind is without strong cohesive force phosphate cement patching material of mobility rapid hardening and preparation method thereof |
| US11339092B2 (en) * | 2017-04-07 | 2022-05-24 | Jiahuan Yu | Non-flowable quick-setting phosphate cement repair material with strong cohesive forces and preparation method thereof |
| CN107445503A (en) * | 2017-09-13 | 2017-12-08 | 贵州开磷磷石膏综合利用有限公司 | A kind of antifreeze slow setting calcium phosphate Si-Mg cement and preparation method thereof |
| CN109133844A (en) * | 2018-10-17 | 2019-01-04 | 中国路桥工程有限责任公司 | A kind of Rapid Patching Material for PCC Airfield and preparation process |
| CN110550910A (en) * | 2019-09-24 | 2019-12-10 | 中交武汉港湾工程设计研究院有限公司 | roller compacted concrete applied to rapid repair of pavement base and preparation method thereof |
| JP2022158954A (en) * | 2021-04-01 | 2022-10-17 | 中鉄北京工程局集団有限公司 | Quick-drying high-early-strength concrete suitable for rapid repair of pavement slab and production method thereof |
| CN115650693A (en) * | 2022-02-11 | 2023-01-31 | 云南省建筑科学研究院有限公司 | Magnesium phosphate repair mortar based on ammonium dihydrogen phosphate and machine-made sand and preparation method thereof |
| CN114538887A (en) * | 2022-03-21 | 2022-05-27 | 内蒙古工业大学 | Rapid and flexible pavement repairing material and preparation method thereof |
| CN115893948A (en) * | 2022-12-08 | 2023-04-04 | 山东建泽混凝土有限公司 | Rubber lithium slag powder concrete and preparation method thereof |
| CN115893948B (en) * | 2022-12-08 | 2024-04-05 | 山东建泽混凝土有限公司 | Rubber lithium slag powder concrete and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103145396B (en) | 2015-04-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103145396B (en) | Multifunctional quick repair material for cement concrete pavements and preparation method thereof | |
| CN104402339B (en) | The constructional method of pervious concrete | |
| CN103864374B (en) | Semi-flexible pavement base material and preparation method thereof | |
| CN105016678B (en) | High-early-strength cement-based filling material for semi-flexible composite pavements | |
| CN107382358A (en) | It is a kind of suitable for permeable alkali-slag concrete of Supporting Load Pavement and preparation method thereof | |
| CN104692766A (en) | Pavement and crack rapid-repairing material capable of being used in cold region and preparation method of pavement and crack rapid-repairing material | |
| CN101857401A (en) | Self-inflow type semi-flexible composite pavement and construction method thereof | |
| CN105272125A (en) | Geopolymer-based rapid repairing material and preparation method thereof | |
| CN109797620B (en) | Anti rut road surface pavement structure of heavy traffic wholeness based on combined material | |
| CN106149500A (en) | A kind of construction method of cement emulsified asphalt mortar penetration type half-flexible pavement | |
| CN109133800A (en) | Semi-flexible composite pavement prefabricated section and preparation method, the road surface using prefabricated section preparation and preparation method | |
| CN102924021A (en) | Composite cement-based quick-setting dry material and mortar for maintaining ballastless tracks and method for preparing same | |
| CN104692744A (en) | Road patching material with favorable elasticity and abrasion resistance and application thereof | |
| CN106800400B (en) | A kind of preparation method and applications of road repair mortar dry powder | |
| KR100718292B1 (en) | Pavement method | |
| CN110714389A (en) | Ultrathin high-performance composite semi-flexible surface layer pavement structure and construction method thereof | |
| CN106587846A (en) | Fabric scrap-reinforced environment-friendly crack-resistant cement-based water-permeable brick | |
| CN112252108B (en) | Road construction method for in-situ cold recycling of asphalt pavement | |
| KR100884208B1 (en) | Pavement method | |
| RU2433096C2 (en) | Mixture of substances used particularly as additive for concrete mixture | |
| CN107721330A (en) | Permanent seal cooling Identification Beneath Concrete Slabs injecting paste material and preparation method thereof | |
| CN107265989A (en) | A kind of old two-ash broken stones composite and its application as sub-surface | |
| CN106800393A (en) | A kind of modified carbon nano-tube strengthens the cement base water-permeable brick of anti-freezing property | |
| CN110714386A (en) | Long-life semi-flexible base pavement structure and construction method thereof | |
| CN107032706B (en) | It is a kind of to use drift-sand for the sub-surface forming method of raw material |
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 | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANGHAI JIANWEI LIBAO ENGINEERING TECHNOLOGY CO., Free format text: FORMER OWNER: SHANGHAI JIANWEI BUILDING REPAIR PROJECT CO., LTD. Effective date: 20150416 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 201702 QINGPU, SHANGHAI TO: 201306 PUDONG NEW AREA, SHANGHAI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150416 Address after: 201306, room 333, No. 303-77, West Road, Pudong New Area, Shanghai Patentee after: SHANGHAI JIANWEI LIBAO ENGINEERING TECHNOLOGY CO.,LTD. Address before: 201702, Qingpu District, Shanghai, Shanghai Qing Ping highway 1362, 1, 1, A District, room 114 Patentee before: SHANGHAI JIANWEI BUILDING REPAIR ENGINEERING CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180716 Address after: 201306 room 303-77, 333 West Road, Pudong New Area, Shanghai Patentee after: SHANGHAI JIANWEI CULTURAL HERITAGE CONSERVATION TECH. Co.,Ltd. Address before: 201306 room 303-77, 333 West Road, Pudong New Area, Shanghai Patentee before: SHANGHAI JIANWEI LIBAO ENGINEERING TECHNOLOGY CO.,LTD. |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A multifunctional rapid repair material for cement concrete pavement and its preparation method Effective date of registration: 20220629 Granted publication date: 20150401 Pledgee: Industrial Bank Co.,Ltd. Shanghai Lujiazui sub branch Pledgor: SHANGHAI JIANWEI CULTURAL HERITAGE CONSERVATION TECH. Co.,Ltd. Registration number: Y2022310000104 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20230725 Granted publication date: 20150401 Pledgee: Industrial Bank Co.,Ltd. Shanghai Lujiazui sub branch Pledgor: SHANGHAI JIANWEI CULTURAL HERITAGE CONSERVATION TECH. Co.,Ltd. Registration number: Y2022310000104 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A multifunctional and rapid repair material for cement concrete pavement and its preparation method Effective date of registration: 20230727 Granted publication date: 20150401 Pledgee: Industrial Bank Co.,Ltd. Shanghai Changning sub branch Pledgor: SHANGHAI JIANWEI CULTURAL HERITAGE CONSERVATION TECH. Co.,Ltd. Registration number: Y2023310000411 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Granted publication date: 20150401 Pledgee: Industrial Bank Co.,Ltd. Shanghai Changning sub branch Pledgor: SHANGHAI JIANWEI CULTURAL HERITAGE CONSERVATION TECH. Co.,Ltd. Registration number: Y2023310000411 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A multifunctional rapid repair material for cement concrete pavement and its preparation method Granted publication date: 20150401 Pledgee: Industrial Bank Co.,Ltd. Shanghai Changning sub branch Pledgor: SHANGHAI JIANWEI CULTURAL HERITAGE CONSERVATION TECH. Co.,Ltd. Registration number: Y2024310000641 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |