CN108585693A - A kind of strong superelevation ductility cement-based material of the superelevation of assorted fibre toughening - Google Patents
A kind of strong superelevation ductility cement-based material of the superelevation of assorted fibre toughening Download PDFInfo
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- CN108585693A CN108585693A CN201810639681.4A CN201810639681A CN108585693A CN 108585693 A CN108585693 A CN 108585693A CN 201810639681 A CN201810639681 A CN 201810639681A CN 108585693 A CN108585693 A CN 108585693A
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- superelevation
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- 239000000835 fiber Substances 0.000 title claims abstract description 60
- 239000000463 material Substances 0.000 title claims abstract description 33
- 239000004568 cement Substances 0.000 title claims abstract description 21
- -1 polyethylene Polymers 0.000 claims abstract description 17
- 239000004698 Polyethylene Substances 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 229920000573 polyethylene Polymers 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000000843 powder Substances 0.000 claims abstract description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 12
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 claims abstract description 12
- 229910052710 silicon Inorganic materials 0.000 claims abstract description 12
- 239000010703 silicon Substances 0.000 claims abstract description 12
- 239000006004 Quartz sand Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000011398 Portland cement Substances 0.000 claims abstract description 7
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 7
- 239000002994 raw material Substances 0.000 claims abstract description 6
- 150000001732 carboxylic acid derivatives Chemical class 0.000 claims abstract 2
- 239000011083 cement mortar Substances 0.000 claims description 4
- 230000006835 compression Effects 0.000 abstract description 8
- 238000007906 compression Methods 0.000 abstract description 8
- 239000002131 composite material Substances 0.000 abstract description 4
- 239000002956 ash Substances 0.000 description 9
- 238000005452 bending Methods 0.000 description 9
- 239000004567 concrete Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 7
- 239000011159 matrix material Substances 0.000 description 7
- 238000003756 stirring Methods 0.000 description 4
- 239000011374 ultra-high-performance concrete Substances 0.000 description 3
- 101710198474 Spike protein Proteins 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 150000007513 acids Chemical class 0.000 description 2
- 239000007864 aqueous solution Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000008247 solid mixture Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000002742 anti-folding effect Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 150000001735 carboxylic acids Chemical class 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000003467 diminishing effect Effects 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920002239 polyacrylonitrile Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
- C04B2201/52—High compression strength concretes, i.e. with a compression strength higher than about 55 N/mm2, e.g. reactive powder concrete [RPC]
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The present invention relates to a kind of strong superelevation ductility cement-based materials of the superelevation of assorted fibre toughening, include the raw material of following components and parts by weight content：525 Portland cements：700~1250, silicon ash：200 300, miberal powder：200 750, quartz sand：400 500, water：200 230, high-efficiency water-reducing agent of poly-carboxylic acid：20 30, superhigh molecular weight polyethylene fibers：5 20, super-high strength steel fiber：39‑117.Compared with prior art, the present invention is obtained using superhigh molecular weight polyethylene fibers and steel fibre is used in mixed way with maximum compression strength 200MPa, uniaxial direct tensile intensity is close to 15MPa, stretching ductility close to 10% and slump be more than 180mm cement-base composite material, it is pumpable can be cast-in-place.
Description
Technical field
The invention belongs to materialogy fields, are related to a kind of composite material for building, increase more particularly, to a kind of assorted fibre
The strong superelevation ductility cement-based material of tough superelevation.
Background technology
For concrete as the construction material being most widely used in the world today, it is relatively low high with brittleness that there are bending strengths
Disadvantage is also easy to produce crack so as to cause concrete and is even broken in use, seriously affects the whole peace of building or structures
Complete and service life.Some a large amount of existing building structure and position in modern architecture, such as high ferro overpass, large span it is over strait and
At the bridge floor of river-spanning bridge, expansion joint and high-rise building key node, since its ambient stress is complicated harsh, it is necessary to use
Bending resistance, tensile strength and ductility high-strength high ductility concrete material as high as possible.
It is more than 120MPa's that ultra-high performance concrete (Ultra-high performance concrete UHPC), which has,
Compression strength, and the bending strength more than 20MPa.Patent of invention ZL201510026894.6 uses a diameter of 0.12-
0.22mm, length 6-14mm, tensile strength are more than the steel fibre of 2000MPa as toughening material, and a kind of superelevation is prepared
Toughness concrete, 28 days bending strengths are 20-40MPa, compression strength 120-180MPa.Patent of invention
Using polyacrylonitrile fibre and steel fibre, as toughening material, a kind of high tenacity coagulation is prepared in ZL201210566338.4
Soil, 28 days optimal bending strengths are 8.6MPa.Patent of invention 201110323697.2 discloses a kind of concrete and its preparation
Method.The concrete includes cementitious material, river sand, high efficiency water reducing agent, water, steel fibre and polypropylene fibre.Anti- folding is strong within its 28 days
Degree is 17.1-18.6MPa.Above-mentioned height (superelevation) toughness concrete patent of invention only focuses on intensity (compression strength, bending strength)
Index does not have the relevant parameter for directly embodying its toughness index actually, still falls within the concrete of traditional field.
Invention content
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of solution prior arts
In concrete high-tensile, high compressive strength and high ductility are difficult to the technical barrier coexisted, and its slump is made to be more than
The cement-base composite material of 180mm, it is pumpable cast-in-place.
The purpose of the present invention can be achieved through the following technical solutions：
A kind of strong superelevation ductility cement-based material of the superelevation of assorted fibre toughening, including following components and parts by weight content
Raw material：
525 Portland cements：700~1250,
Silicon ash：200-300、
Miberal powder：200-750、
Quartz sand：400-500、
Water：200-230、
High-efficiency water-reducing agent of poly-carboxylic acid：20-30、
Superhigh molecular weight polyethylene fibers：5-20、
Super-high strength steel fiber：39-117.
The superhigh molecular weight polyethylene fibers length be 6-24mm, a diameter of 15-40 μm, tensile strength 1800-
3900MPa, elasticity modulus 40-150GPa, limit elongation 2%-5%, draw ratio are more than 400.
The superhigh intensity steel fibre is straight fiber or with hook fiber, length 6-13mm, diameter 0.115-0.2mm,
Tensile strength is 2700MPa, elasticity modulus 200GPa, limit elongation 2%-3%.
The mesh number of the quartz sand is 70~120 mesh, and cement mortar rate is no more than 0.5, controls the fracture toughness of matrix.
The size controlling of the silicon ash plays the role of filling and promotes aquation at 0.1-0.2 μm.
The miberal powder be size controlling at 1-20 μm, play good filling effect.
The stretcher strain ability for the strong superelevation ductility cement-based material of superelevation being prepared is 1%~10%, tensile strength
For 8MPa~15MPa；Bending strength：20-50MPa；Compression strength is 100MPa~200MPa.
Compared with prior art, the present invention is based on Micromechanics design principles, high by superelevation compression strength 120-200MPa
Tensile strength 8MPa~15MPa and the drawability 1%-10% of highly resistance are combined, and composite material has good mobility, pumpable
Sending can be cast-in-place.
In the present invention, raw material do not include coarse aggregate, and have used active better miberal powder to replace flyash.In addition,
Silicon ash is also used in the preparation of material, the active SO in both mineral spikes2Can gradually with the Ca that is precipitated after hydrated cementitious
(OH)2And secondary response occurs for high alkalinity hydrated calcium silicate, generates low alkalinity hydrated calcium silicate, not only makes in Behavior of Hardened Cement Paste in this way
The quantity of aquation gum material increases, and its quality is made to be greatly improved.In the present invention, activity is on the one hand used
Powder and high efficiency water reducing agent improve the energy to failure of matrix to enhance the consistency of matrix while intensity has been greatly enhanced
Power.On the other hand, during crack developing and spike protein gene, fine and close matrix will produce stronger interface friction force, from
And generate the tensile stress of bigger.The superhigh molecular weight polyethylene fibers and super-high strength steel fiber that the present invention uses have Ultra-Drawing
Intensity can guarantee that spike protein gene is not easy to be pulled off in the process.In addition, the hydrophobic character of superhigh molecular weight polyethylene fibers can disappear
Except the chemical bonding between fiber and matrix, the complementary energy of fiber-bridged is significantly increased.If traditional low activity mineral are added to mix
Material, such as flyash are closed, material will be provided with similar stretcher strain ability, but tensile strength will be difficult to more than 10MPa.
Description of the drawings
Fig. 1 is stress-strain and the age of the strong superelevation ductility cement-based material of superelevation of the assorted fibre toughening of embodiment 1
Relationship contrast schematic diagram.
Specific implementation mode
With reference to specific embodiment, the present invention is described in detail.Following embodiment will be helpful to the technology of this field
Personnel further understand the present invention, but the invention is not limited in any way.It should be pointed out that the ordinary skill of this field
For personnel, without departing from the inventive concept of the premise, various modifications and improvements can be made.These belong to the present invention
Protection domain.
Embodiment 1
525 Portland cements：1250 parts, silicon ash：291 parts, miberal powder：200, quartz sand：407.8 part, water：201 parts,
Steel fibre：7.5 parts, superhigh molecular weight polyethylene fibers：12.5 parts.
First solid mixture is added in agitated kettle, (revolution 62 ± 5r/min, 140 ± 5r/min of rotation) is dry at a slow speed stirs
3 minutes to uniform.Agitated kettle is added in water-reducing agent and aqueous solution again, stirs (revolution 125 ± 10r/min, 285 ± 10r/ of rotation soon
Min) 5 minutes, the fiber of the ratio is added, is stirred for 6 minutes, until superhigh molecular weight polyethylene fibers are uniformly dispersed, i.e.,
The strong superelevation ductility cement-based material of superelevation of assorted fibre toughening is obtained, slurry is finally placed in die for molding, room temperature maintenance
To 28 days.
Fig. 1 is that the stress-strain of the strong superelevation ductility cement-based material of superelevation of assorted fibre toughening and age relationship compare
Schematic diagram, it can be seen from the figure that 3 days material properties：Tensile strength is 10MPa, limiting strain 3.5%；28 days materials
It can be as follows：Tensile strength is 13.7MPa, limiting strain 6.6%.It can be seen from the figure that with the growth of age, material
Tensile strength and limiting strain increase.
Embodiment 2
525 Portland cements：700 parts, silicon ash：230 parts, miberal powder：750, quartz sand：500 parts, water：230 parts, steel
Fiber：5 parts, superhigh molecular weight polyethylene fibers：15 parts.
First solid mixture is added in agitated kettle, (revolution 62 ± 5r/min, 140 ± 5r/min of rotation) is dry at a slow speed stirs
3 minutes to uniform.Agitated kettle is added in water-reducing agent and aqueous solution again, stirs (revolution 125 ± 10r/min, 285 ± 10r/ of rotation soon
Min) 5 minutes, the fiber of the ratio is added, is stirred for 6 minutes, until superhigh molecular weight polyethylene fibers are uniformly dispersed, i.e.,
The strong superelevation ductility cement-based material of superelevation of assorted fibre toughening is obtained, slurry is finally placed in die for molding, room temperature maintenance
To 28 days.
Material property is as follows within 3 days：Tensile strength is 8.6MPa, limiting strain 9%；Material property is as follows within 28 days：Tension
Intensity is 14.5MPa, limiting strain 9.2%.
Embodiment 3
A kind of strong superelevation ductility cement-based material of the superelevation of assorted fibre toughening, including following components and parts by weight content
Raw material：525 Portland cements：700, silicon ash：200, miberal powder：200, quartz sand：400, water：200, the efficient diminishing of polycarboxylic acids
Agent：20, superhigh molecular weight polyethylene fibers：5, super-high strength steel fiber：39.
Wherein, the superhigh molecular weight polyethylene fibers length used is 6mm, a diameter of 15 μm, and tensile strength is
1800MPa, elasticity modulus 40GPa, limit elongation 2%, draw ratio are more than 400.Superhigh intensity steel fibre is straight fibre
Dimension, length 6mm, diameter 0.115mm, tensile strength 2700MPa, elasticity modulus 200GPa, limit elongation 2%.Quartz sand
Mesh number be 70 mesh, cement mortar rate be no more than 0.5, control the fracture toughness of matrix.The size controlling of silicon ash is played and is filled out at 0.1 μm
It is filled with and promotes the effect of aquation.Miberal powder be size controlling at 1 μm, play good filling effect.
The stretcher strain ability for the strong superelevation ductility cement-based material of superelevation being prepared is 1%~10%, tensile strength
For 8MPa~15MPa；Bending strength：20-50MPa；Compression strength is 100MPa~200MPa.
Embodiment 4
A kind of strong superelevation ductility cement-based material of the superelevation of assorted fibre toughening, including following components and parts by weight content
Raw material：525 Portland cements：1250, silicon ash：300, miberal powder：750, quartz sand：500, water：230, polycarboxylic acids efficiently subtracts
Aqua：30, superhigh molecular weight polyethylene fibers 20, super-high strength steel fiber：117.
Wherein, the superhigh molecular weight polyethylene fibers length used is 24mm, a diameter of 40 μm, and tensile strength is
3900MPa, elasticity modulus 150GPa, limit elongation 5%, draw ratio are more than 400.Superhigh intensity steel fibre is band hook
Fiber, length 13mm, diameter 0.2mm, tensile strength 2700MPa, elasticity modulus 200GPa, limit elongation 3%.Quartz sand
Mesh number be 120 mesh, cement mortar rate be no more than 0.5, control the fracture toughness of matrix.The size controlling of silicon ash is played and is filled out at 0.2 μm
It is filled with and promotes the effect of aquation.Miberal powder be size controlling at 20 μm, play good filling effect.
The stretcher strain ability for the strong superelevation ductility cement-based material of superelevation being prepared is 1%~10%, tensile strength
For 8MPa~15MPa；Bending strength：20-50MPa；Compression strength is 100MPa~200MPa.
Specific embodiments of the present invention are described above.It is to be appreciated that the invention is not limited in above-mentioned
Particular implementation, those skilled in the art can make various deformations or amendments within the scope of the claims, this not shadow
Ring the substantive content of the present invention.
Claims (6)
1. a kind of strong superelevation ductility cement-based material of the superelevation of assorted fibre toughening, which is characterized in that including following components and again
Measure the raw material of part content：
525 Portland cements：700~1250,
Silicon ash：200-300、
Miberal powder：200-750、
Quartz sand：400-500、
Water：200-230、
High-efficiency water-reducing agent of poly-carboxylic acid：20-30、
Superhigh molecular weight polyethylene fibers：5-20、
Super-high strength steel fiber：39-117.
2. a kind of strong superelevation ductility cement-based material of superelevation of assorted fibre toughening according to claim 1, feature exist
In, the superhigh molecular weight polyethylene fibers length be 6-24mm, a diameter of 15-40 μm, tensile strength 1800-3900MPa,
Elasticity modulus is 40-150GPa, and limit elongation 2%-5%, draw ratio is more than 400.
3. a kind of strong superelevation ductility cement-based material of superelevation of assorted fibre toughening according to claim 1, feature exist
It is straight fiber or with hook fiber in, the superhigh intensity steel fibre, length 6-13mm, diameter 0.115-0.2mm, tension is strong
Degree is 2700MPa, elasticity modulus 200GPa, limit elongation 2%-3%.
4. a kind of strong superelevation ductility cement-based material of superelevation of assorted fibre toughening according to claim 1, feature exist
In the mesh number of the quartz sand is 70~120 mesh, and cement mortar rate is no more than 0.5.
5. a kind of strong superelevation ductility cement-based material of superelevation of assorted fibre toughening according to claim 1, feature exist
In the size controlling of the silicon ash is at 0.1-0.2 μm.
6. a kind of strong superelevation ductility cement-based material of superelevation of assorted fibre toughening according to claim 1, feature exist
In the miberal powder is size controlling at 1-20 μm.
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|---|---|---|---|---|
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| CN110240449A (en) * | 2019-06-25 | 2019-09-17 | 东南大学 | A kind of high ductility ocean concrete material of superhigh intensity and preparation method thereof |
| CN110256013A (en) * | 2019-06-28 | 2019-09-20 | 江南大学 | A kind of assorted fibre enhancing strain hardening cement-base composite material and preparation method thereof |
| CN110627442A (en) * | 2019-10-14 | 2019-12-31 | 北京工业大学 | Fiber grid reinforced hybrid fiber high-strength and high-ductility cement-based composite material manhole cover and preparation method thereof |
| CN110981404A (en) * | 2019-11-29 | 2020-04-10 | 南京绿色增材智造研究院有限公司 | Ultra-high-ductility cement-based material for repairing and reinforcing |
| CN111620608A (en) * | 2020-05-25 | 2020-09-04 | 中铁大桥局集团有限公司 | Ultrahigh-toughness cement-based composite material and design method thereof |
| CN112079597A (en) * | 2020-08-27 | 2020-12-15 | 浙江永坚新材料科技股份有限公司 | Carbonized cement paste powder high-ductility fiber cement composite material and preparation method thereof |
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| CN115321891A (en) * | 2022-08-31 | 2022-11-11 | 河北工业大学 | Hybrid fiber toughened high-ductility geopolymer material and preparation method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1339650A2 (en) * | 2000-11-06 | 2003-09-03 | Institute of Paper Science and Technology | Fiber reinforced mineral-based materials and methods of making the same |
| KR20040089995A (en) * | 2003-04-16 | 2004-10-22 | 한일시멘트 (주) | The manufacturing method and composition of Restoration mortar with function of sulfuric acid resistance |
| CN105948660A (en) * | 2016-06-14 | 2016-09-21 | 同济大学 | High-strength ultra-high-toughness concrete and preparation method thereof |
| CN107265985A (en) * | 2017-06-29 | 2017-10-20 | 上海罗洋新材料科技有限公司 | A kind of super hardening fiber reinforced cement-based composite material and preparation method thereof |
| CN107488018A (en) * | 2017-08-23 | 2017-12-19 | 同济大学 | A kind of sulphoaluminate cement base superelevation ductility concrete and preparation method thereof |
| CN107954656A (en) * | 2017-11-01 | 2018-04-24 | 同济大学 | A kind of regenerative micro powder concrete with superelevation ductility and preparation method thereof |
-
2018
- 2018-06-20 CN CN201810639681.4A patent/CN108585693A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1339650A2 (en) * | 2000-11-06 | 2003-09-03 | Institute of Paper Science and Technology | Fiber reinforced mineral-based materials and methods of making the same |
| KR20040089995A (en) * | 2003-04-16 | 2004-10-22 | 한일시멘트 (주) | The manufacturing method and composition of Restoration mortar with function of sulfuric acid resistance |
| CN105948660A (en) * | 2016-06-14 | 2016-09-21 | 同济大学 | High-strength ultra-high-toughness concrete and preparation method thereof |
| CN107265985A (en) * | 2017-06-29 | 2017-10-20 | 上海罗洋新材料科技有限公司 | A kind of super hardening fiber reinforced cement-based composite material and preparation method thereof |
| CN107488018A (en) * | 2017-08-23 | 2017-12-19 | 同济大学 | A kind of sulphoaluminate cement base superelevation ductility concrete and preparation method thereof |
| CN107954656A (en) * | 2017-11-01 | 2018-04-24 | 同济大学 | A kind of regenerative micro powder concrete with superelevation ductility and preparation method thereof |
Non-Patent Citations (1)
| Title |
|---|
| K.KOBAYASHI等: ""钢纤维和聚乙烯纤维混合增强混凝土的弯曲特性"", 《山西建筑》 * |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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Application publication date: 20180928 |