CN105481304A - Preparation method for novel high-strength concrete - Google Patents
Preparation method for novel high-strength concrete Download PDFInfo
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- CN105481304A CN105481304A CN201510820858.7A CN201510820858A CN105481304A CN 105481304 A CN105481304 A CN 105481304A CN 201510820858 A CN201510820858 A CN 201510820858A CN 105481304 A CN105481304 A CN 105481304A
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- 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
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- 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
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- Inorganic Chemistry (AREA)
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- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a preparation method for novel high-strength concrete. The novel high-strength concrete comprises the following raw materials by weight: 3 parts of basalt fiber, 2 parts of steel fiber, 3 parts of glass fiber, 100 parts of cement, 140 parts of fly ash, 800 parts of broken stone with a particle size of 10 to 15 mm, 250 parts of broken stone with a particle size of 15 to 20 mm, 500 parts of sand, 150 parts of water, 10 parts of bentonite, 0.5 part of a super-plasticizer, 1 part of an air entraining agent, 0.1 part of an antifoaming agent, 0.2 part of rosin soap, 0.02 part of a tackifier, 0.4 part of sodium dodecyl sulfate and 0.4 part of calcium stearate. The preparation method for the novel high-strength concrete makes full use of the characteristics of every raw material, so the strength of the prepared concrete is substantially improved, improved by more than 50% compared with the strength of conventional concrete; and the concrete can be specially used for prefabricated reinforced concrete hollow square piles, and the prepared square piles have higher single pile bearing capacity.
Description
Technical field
The present invention relates to the concrete preparation method of a kind of novel high-strength.
Background technology
Concrete is a kind of material of construction full of vitality.Along with the development of component materials of concrete, people improve constantly Material cladding technology understanding.Not only ultimate compression strength is confined to concrete performance requriements, but on the basis basing oneself upon intensity, more focuses on the balance and coordination of the overall targets such as concrete weather resistance, deformation performance.The requirement of concrete property indices is than clearer and more definite, refinement in the past and concrete.Meanwhile, the lifting of Architectural Equipment level, the continuing to bring out and promoting of novel construction process, concrete technology is adapted to different designs, construction and service requirements, develops very fast.
Along with the quickening of industrial development and urbanization process, concrete also becomes the preferred material of the buildings such as road, dam and bridge.The concrete preparation method of novel high-strength has that intensity is high, mobility is large, early strength is high, good endurance and quality are light, the feature of material-saving Be very effective, the work of external advanced country research promotion high-strength concrete has carried out decades, and the starting late of the preparation method of China's Development of Novel strong concrete, current concrete intensity can not meet the requirement of society.
Along with the continuous propelling of China's urban development construction process, gradually reducing of the idle land area in urban district, cause buildings longitudinally short transverse significantly improve, plane figure is significantly compressed, in urban district, adjacent buildings spacing constantly reduces, and has higher requirement to the Design of Foundation of buildings and construction.
Current East China-Shanghai, Jiangsu, zhejiang and other places Pile Foundations Design adopt more pile foundation type to have cast-in place pile, prestressed concrete pipe pile and Prefabricated Reinforced Concrete Square Pile.It is high that cast-in place pile has bearing capacity of single pile, the feature less on surrounding enviroment impact, but it is various to have construction technology link simultaneously, the shortcomings such as operating efficiency is low, long in time limit, mechanical execution noise is large, the problems such as mud drilling construction and discharge are also very serious to the pollution of environment.Prestressed concrete pipe pile and Prefabricated Reinforced Concrete Square Pile, technological characteristics of construction is that mechanical execution efficiency is higher, and working-yard civilized construction is effective, adopts static pressure construction pollution from environmental noise less.But these two kinds of techniques have common shortcoming to be that bearing capacity of single pile is low, and soil extrusion in construction effect is comparatively large, must take into full account the protection to peripheral path pipeline and Nearby Structure during construction.These two kinds of pile-type are compared, and it is very low that prestressed concrete pipe pile bears horizontal loading ability, shearing resistance weak effect, and precast square pile is except bearing vertical load, and also can bear part horizontal loading, soil compaction effect pile tube is more a shade better again than square pile simultaneously.Several technique respectively has quality.
Therefore, need the concrete preparation method of a kind of novel high-strength to solve the problem.
Summary of the invention
Goal of the invention: the defect that the present invention is directed to the concrete preparation method of novel high-strength in prior art, provides a kind of novel high-strength of excellent property concrete preparation method.
Technical scheme: for solving the problems of the technologies described above, the present invention adopts following technical scheme:
The concrete preparation method of a kind of novel high-strength, comprises the following steps:
(1) basalt fibre 3 parts, steel fiber 2 parts, 3 parts, glass fibre, cement 100 parts, 140 parts, flyash, 10-15mm Stone 800 parts, 15-20mm rubble 250 parts, 500 parts, sand, 150 parts, water, wilkinite 10 parts, superplasticizer 0.5 part, air entrapment agent 1 part, defoamer 0.1 part, rosined soap 0.2 part, tackifier 0.02 part, sodium lauryl sulphate 0.4 part and calcium stearate 0.4 part, is taken;
(2), first it is made to mix 3 parts of basalt fibres, 2 parts of steel fibers, 800 parts of 10-15mm Stones, 250 parts of 15-20mm rubbles and 500 parts of sand stirrings;
(3), by 100 parts of cement, 140 parts of flyash and 80 parts of water stirring makes it mix, and is then added in the mixing material that step (2) obtains, stirs and make it mix;
(4), by 10 parts of wilkinites, 0.5 part of superplasticizer, 1 part of air entrapment agent, 0.1 part of defoamer, 0.2 part of rosined soap, 0.02 part of tackifier, 0.4 part of sodium lauryl sulphate, 0.4 part of calcium stearate and 70 parts of water add in the mixing material that step (2) obtains, stir and make it mix;
(5), then 3 parts of glass fibre add in the mixing material that step (4) obtains, stir and make it mix, obtain novel high-strength concrete of the present invention.
Further, described steel fiber is ordinary steel fiber.
Further, described basalt fibre length is 6-20mm, and filament diameter is 7-15um; Described length of steel fiber is 20-40mm
Further, described glass fibre is AR glass fibre.AR glass fibre is also known as alkali resistant glass fibre, and alkali resistant glass fibre is the rib material of glass fiber reinforcement (cement) concrete (being called for short GRC), and be 100% inorganic fibre, be the ideal substitute of steel and asbestos in nonweight-bearing cement components.The feature of alkali resistant glass fibre is that alkali resistance is good, be highly resistant to the erosion of high alkaloid substance in cement, bond stress is strong, Young's modulus, shock resistance, tension, bending strength are high, do not fire, freeze proof, resistance to temperature, humidity changing capability be strong, cracking resistance, anti-permeability performance are remarkable, have designability strong, the features such as easy-formation, alkali resistant glass fibre is a kind of novel environmental type strongthener.
Inventive principle: the concrete preparation method of novel high-strength of the present invention is a kind of high performance concrete with features such as high workability, high fillibility, high education resistances, is suitable for prefabricated reinforced concrete hollow square pile.Meticulous mix-design is carried out by selecting gelling material, different thicknesses aggregate and high performance additive, the shearing stress that concrete yielding stress being reduced to is enough to by producing because of deadweight overcomes, concrete flowability is increased, but there is not segregation and bleeding problem, space in the abundant filling template of energy, forms closely knit and uniform jelling structure.
Basalt fibre and glass fibre coordinate, and take full advantage of the characteristic of basalt fibre and glass fibre.Concrete tensile modulus and shearing resistance are had significantly improve.
Wherein, have employed the combination of superplasticizer, wilkinite, air entrapment agent, rosined soap, calcium stearate and Amino-sulfonic Acid-based Water-reducer, it can produce has good workability, i.e. high workability, water-retentivity, cohesiveness, be more convenient for pour into a mould chutable concrete, but do not reduce the additive of cement consumption and intensity, and can greatly improve concrete intensity.
Beneficial effect: the concrete preparation method of novel high-strength of the present invention makes full use of the characteristic of each raw material, the concrete strength prepared is improved greatly, its intensity has the lifting of more than 50% compared to the concrete of prior art, can be specifically designed to prefabricated reinforced concrete hollow square pile, the square pile bearing capacity of single pile utilizing it to prepare is higher.
Embodiment
Below in conjunction with embodiment, the present invention is further described.Below be only better embodiment of the present invention; protection scope of the present invention is not limited with above-mentioned embodiment; in every case those of ordinary skill in the art modify or change according to the equivalence that disclosed content is done, and all should include in the protection domain recorded in claims.
embodiment 1
The concrete preparation method of novel high-strength, comprises the raw material of following composition by weight: the raw material comprising following composition by weight: basalt fibre 3 parts, steel fiber 2 parts, 3 parts, glass fibre, cement 100 parts, 140 parts, flyash, 10-15mm Stone 800 parts, 15-20mm rubble 250 parts, 500 parts, sand, 150 parts, water, wilkinite 10 parts, superplasticizer 0.5 part, air entrapment agent 1 part, defoamer 0.1 part, rosined soap 0.2 part, tackifier 0.02 part, sodium lauryl sulphate 0.4 part and calcium stearate 0.4 part.
Basalt fibre length is 6-20mm, and filament diameter is 7-15um; Length of steel fiber is 20-40mm.Glass fibre is AR glass fibre.
Prepared by following steps:
(1) basalt fibre 3 parts, steel fiber 2 parts, 3 parts, glass fibre, cement 100 parts, 140 parts, flyash, 10-15mm Stone 800 parts, 15-20mm rubble 250 parts, 500 parts, sand, 150 parts, water, wilkinite 10 parts, superplasticizer 0.5 part, air entrapment agent 1 part, defoamer 0.1 part, rosined soap 0.2 part, tackifier 0.02 part, sodium lauryl sulphate 0.4 part and calcium stearate 0.4 part, is taken;
(2), first it is made to mix 3 parts of basalt fibres, 2 parts of steel fibers, 800 parts of 10-15mm Stones, 250 parts of 15-20mm rubbles and 500 parts of sand stirrings;
(3), by 100 parts of cement, 140 parts of flyash and 80 parts of water stirring makes it mix, and is then added in the mixing material that step (2) obtains, stirs and make it mix;
(4), by 10 parts of wilkinites, 0.5 part of superplasticizer, 1 part of air entrapment agent, 0.1 part of defoamer, 0.2 part of rosined soap, 0.02 part of tackifier, 0.4 part of sodium lauryl sulphate, 0.4 part of calcium stearate and 70 parts of water add in the mixing material that step (2) obtains, stir and make it mix;
(5), then 3 parts of glass fibre add in the mixing material that step (4) obtains, stir and make it mix, obtain novel high-strength concrete of the present invention.
Inventive principle: the concrete preparation method of novel high-strength of the present invention is a kind of high performance concrete with features such as high workability, high fillibility, high education resistances, is suitable for prefabricated reinforced concrete hollow square pile.Meticulous mix-design is carried out by selecting gelling material, different thicknesses aggregate and high performance additive, the shearing stress that concrete yielding stress being reduced to is enough to by producing because of deadweight overcomes, concrete flowability is increased, but there is not segregation and bleeding problem, space in the abundant filling template of energy, forms closely knit and uniform jelling structure.
Basalt fibre and glass fibre coordinate, and take full advantage of the characteristic of basalt fibre and glass fibre.Concrete tensile modulus and shearing resistance are had significantly improve.
Wherein, have employed the combination of superplasticizer, wilkinite, air entrapment agent, rosined soap, calcium stearate and Amino-sulfonic Acid-based Water-reducer, it can produce has good workability, i.e. high workability, water-retentivity, cohesiveness, be more convenient for pour into a mould chutable concrete, but do not reduce the additive of cement consumption and intensity, and can greatly improve concrete intensity, be more suitable for prefabricated reinforced concrete hollow square pile.
After tested: the intensity of the concrete preparation method of novel high-strength: 3 days intensity is 37MPa, 28 days intensity is 72MPa.
Claims (4)
1. the concrete preparation method of novel high-strength, is characterized in that,
Comprise the following steps:
(1) basalt fibre 3 parts, steel fiber 2 parts, 3 parts, glass fibre, cement 100 parts, 140 parts, flyash, 10-15mm Stone 800 parts, 15-20mm rubble 250 parts, 500 parts, sand, 150 parts, water, wilkinite 10 parts, superplasticizer 0.5 part, air entrapment agent 1 part, defoamer 0.1 part, rosined soap 0.2 part, tackifier 0.02 part, sodium lauryl sulphate 0.4 part and calcium stearate 0.4 part, is taken;
(2), first it is made to mix 3 parts of basalt fibres, 2 parts of steel fibers, 800 parts of 10-15mm Stones, 250 parts of 15-20mm rubbles and 500 parts of sand stirrings;
(3), by 100 parts of cement, 140 parts of flyash and 80 parts of water stirring makes it mix, and is then added in the mixing material that step (2) obtains, stirs and make it mix;
(4), by 10 parts of wilkinites, 0.5 part of superplasticizer, 1 part of air entrapment agent, 0.1 part of defoamer, 0.2 part of rosined soap, 0.02 part of tackifier, 0.4 part of sodium lauryl sulphate, 0.4 part of calcium stearate and 70 parts of water add in the mixing material that step (2) obtains, stir and make it mix;
(5), then 3 parts of glass fibre add in the mixing material that step (4) obtains, stir and make it mix, obtain novel high-strength concrete of the present invention.
2. the concrete preparation method of novel high-strength as claimed in claim 1, it is characterized in that, described steel fiber is ordinary steel fiber.
3. the concrete preparation method of novel high-strength as claimed in claim 1, it is characterized in that, described basalt fibre length is 6-20mm, and filament diameter is 7-15um; Described length of steel fiber is 20-40mm.
4. the concrete preparation method of novel high-strength as claimed in claim 1, it is characterized in that, described glass fibre is AR glass fibre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510820858.7A CN105481304A (en) | 2015-11-24 | 2015-11-24 | Preparation method for novel high-strength concrete |
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| CN201510820858.7A CN105481304A (en) | 2015-11-24 | 2015-11-24 | Preparation method for novel high-strength concrete |
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| CN105481304A true CN105481304A (en) | 2016-04-13 |
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| CN201510820858.7A Pending CN105481304A (en) | 2015-11-24 | 2015-11-24 | Preparation method for novel high-strength concrete |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107337386A (en) * | 2017-05-23 | 2017-11-10 | 安徽砼宇特构科技有限公司 | Strong concrete box culvert structure part and preparation method thereof |
| CN110683808A (en) * | 2018-03-20 | 2020-01-14 | 山东承坤信息科技有限公司 | High-strength long-life concrete and preparation method thereof |
-
2015
- 2015-11-24 CN CN201510820858.7A patent/CN105481304A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107337386A (en) * | 2017-05-23 | 2017-11-10 | 安徽砼宇特构科技有限公司 | Strong concrete box culvert structure part and preparation method thereof |
| CN110683808A (en) * | 2018-03-20 | 2020-01-14 | 山东承坤信息科技有限公司 | High-strength long-life concrete and preparation method thereof |
| CN110683808B (en) * | 2018-03-20 | 2021-09-24 | 内蒙古鑫翔水泥制品有限责任公司 | High-strength long-life concrete and preparation method thereof |
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Application publication date: 20160413 |
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| WD01 | Invention patent application deemed withdrawn after publication |