CN105948662A - High-strength concrete and preparation method thereof - Google Patents
High-strength concrete and preparation method thereof Download PDFInfo
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- CN105948662A CN105948662A CN201610497818.8A CN201610497818A CN105948662A CN 105948662 A CN105948662 A CN 105948662A CN 201610497818 A CN201610497818 A CN 201610497818A CN 105948662 A CN105948662 A CN 105948662A
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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
- 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
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- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
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- Organic Chemistry (AREA)
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Abstract
The invention discloses high-strength concrete and a preparation method thereof. The high-strength concrete is prepared from the following substances in mass: Portland cement, sand, building debris, a waste calcining material, reinforced fibers, ferrous powder, sodium sulfite powder, coal ash, river sand, cobblestone, pebbles, epoxy resin, sodium sulfide, a CTF concrete synergistic agent and water. The high-strength concrete can fully exert the effect of the CTF concrete synergistic agent and improve the dispersity of cement particles; furthermore, the problem of shortening of the condensation time is solved, and excellent slump, peaceability and compressive strength are guaranteed; by the doping of the CTF concrete synergistic agent, the compactness of a concrete mixture can be improved, the resistance to permeation of concrete can be enhanced, concrete cracks can be reduced, and the durability of the concrete can be improved.
Description
Technical field
The present invention relates to a kind of strong concrete and preparation method thereof.
Background technology
Along with economic fast development, the building industry of China is also in fast development, and the usage amount of concrete is also greatly increased,
But concrete is in pouring hardening process, owing to the reasons such as chemical shrinkage, shrinkage and drying shrinkage can cause volume contraction;And it is single
Position cement consumption and water consumption are the most, and volume of concrete is the biggest, and moisture evaporation is the fastest, then shrink the most obvious;Generally, often
1m3 concrete shrinkage value is 0.04~0.09%, causes concrete to produce cracking, seepage, steel bar corrosion, loss of prestress etc.
Adverse consequences.
In order to solve this problem, for different concrete mixs, conservation system and restrained condition, mix appropriate
Extender or waterproofing agent can solve the adverse consequencess such as the cracking of concrete, seepage, steel bar corrosion, loss of prestress, and make place
Concrete density under restrained condition improves, improve that it is impervious, therefore a lot of engineer applied extender or waterproofing agent.
" impact on concrete impermeability of the CTF Concrete synergist " (Li Qingchuan, Chen Hongtao, Chen Xiangrong, Liang Jinghuai,
Huang Chongyi, Chinese periodical " commerical ready-mixed concrete " the 03rd phase in the 2011st) CTF Concrete synergist to concrete permeability resistance
Can test results and analysis in refer to: penetrate into CTF Concrete synergist when not changing match ratio consumption, concrete
The slump all has substantially increasing, and collapsing property of guarantor is good, and workability is good, even if also can keep the work of concrete when reducing by 15% cement consumption
Make performance, even make moderate progress;Mix CTF Concrete synergist when not changing match ratio consumption, the seepage-resistant grade of concrete and
Comprcssive strength all has and promotes by a relatively large margin, can improve more than one grade of concrete strength, and compact structure, and internal void is with super
The most in the majority, it is distributed stable and uniform, when reducing by 15% cement consumption, its anti-permeability performance and comprcssive strength the most even have with control sample
Being improved, internal structure is closely knit, and distribution of pores is good;In document it is also mentioned that: there are some researches show concrete has 15-30% left
Right cement is incomplete aquation, only serves filling effect, it is impossible to reacted by effectively dispersion, actually belongs to water more than needed
Mud;Study carefully the mechanism of action of its CTF Concrete synergist product exactly: can quickly improve the dispersibility of cement granules, promote coagulation
Effect of soil high efficiency water reducing agent, improves the performance of fresh concrete, thus in Concrete Structure each thing mutually between attachment force, reach
Purpose is strengthened to xoncrete structure.
But CTF Concrete synergist has the requirement of harshness at aspects such as volume, limited degree and curing conditions, restricted
In cement and the adaptability of concrete, itself and rubble, sand and the proportioning stringent especially of water, prior art being pointed out, impact is mixed
The principal element of solidifying soil crack resistance is cement, but have ignored substantial amounts of sand in formula and crack resistance can be caused material impact, due to
The modulus of fineness of sand is little, and water requirement reduces, and has, on setting time, the contribution that can not ignore shortening, and in CTF concrete potentiation
On the basis of agent incorporation concrete has been greatly shortened setting time so that concrete drastically condenses, CTF Concrete synergist
Have little time to disperse cement granules more than needed and promote water reducer performance, be easily generated that slump-loss is big and bleeding rate reduces, condensation time
Between the problem such as shortening, make the effect of CTF Concrete synergist not give full play to, the concrete performance obtained is difficult to ensure.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of strong concrete, gives full play to CTF Concrete synergist
Effect improve the dispersibility of cement granules, and solve the problems such as shortening setting time, it is ensured that the excellent slump, workability
And comprcssive strength.
For solving the problems referred to above, the present invention adopts the following technical scheme that
A kind of strong concrete, the material including following quality forms:
Portland cement 50-100kg
Sand 100-200kg
Construction waste 100-200kg
Garbage calcining material 100-200kg
Reinforcing fibre 10-20Kg
Iron powder 5-15kg
Sodium sulfite powder 2-3kg
Flyash 10-35kg
River sand 50-100kg
Cobblestone 10-35kg
Stone 100-200kg
Epoxy resin 2-5kg
Sodium sulfide 1-3kg
CTF Concrete synergist 1-2kg
Water 500-800kg.
Preferably, including following quality material form: portland cement 100kg, sand 200kg, construction waste 200kg,
Garbage calcining material 200kg, reinforcing fibre 10Kg, iron powder 5kg, sodium sulfite powder 2kg, flyash 35kg, river sand 100kg, goose
Cobble 35kg, stone 100kg, epoxy resin 5kg, sodium sulfide 3kg, CTF Concrete synergist 2kg, water 500kg.
Preferably, the material including following quality forms: portland cement 80kg, sand 200kg, construction waste 100kg, useless
Gurry calcining material 200kg, reinforcing fibre 10Kg, iron powder 15kg, sodium sulfite powder 3kg, flyash 25kg, river sand 100kg, goose ovum
Stone 10kg, stone 200kg, epoxy resin 5kg, sodium sulfide 3kg, CTF Concrete synergist 2kg, water 800kg.
Preferably, the material including following quality forms: portland cement 80kg, sand 150kg, construction waste 150kg, useless
Gurry calcining material 150kg, reinforcing fibre 15Kg, iron powder 10kg, sodium sulfite powder 3kg, flyash 25kg, river sand 80kg, goose ovum
Stone 25kg, stone 200kg, epoxy resin 3kg, sodium sulfide 2kg, CTF Concrete synergist 2kg, water 600kg.
The preparation method of a kind of strong concrete, comprises the following steps:
1) construction waste is put into disintegrating machine together with garbage calcining material, use disintegrating machine to crush, crush and obtain waste material
Mixture, the block footpath of waste material mixture is less than 30mm;
2) then by sand, reinforcing fibre, iron powder, sodium sulfite powder, flyash, river sand, cobblestone, stone, epoxy resin and
Sodium sulfide is put in blender successively and is stirred, mixing time 1-3min, then adds a small amount of water, the most again by step
1) waste material mixture in adds, and continues stirring 5-10min, then add water, until water covers 10-15min, then after addition
Continue stirring 15-20min, the most i.e. obtain the strong concrete of the present invention.
The invention has the beneficial effects as follows: the present invention can give full play to the effect of CTF Concrete synergist and improve cement granules
Dispersibility, and solve the problems such as shortening setting time, it is ensured that the excellent slump, workability and comprcssive strength;Mix CTF
The density of Concrete synergist energy Concrete Structure mixture, improves the impermeability of concrete, and can reduce distress in concrete,
Improve the durability of concrete.
Detailed description of the invention
Below the preferred embodiments of the present invention are described in detail so that advantages and features of the invention can be easier to by
It will be appreciated by those skilled in the art that thus protection scope of the present invention is made apparent clear and definite defining.
A kind of strong concrete, the material including following quality forms:
Portland cement 50-100kg
Sand 100-200kg
Construction waste 100-200kg
Garbage calcining material 100-200kg
Reinforcing fibre 10-20Kg
Iron powder 5-15kg
Sodium sulfite powder 2-3kg
Flyash 10-35kg
River sand 50-100kg
Cobblestone 10-35kg
Stone 100-200kg
Epoxy resin 2-5kg
Sodium sulfide 1-3kg
CTF Concrete synergist 1-2kg
Water 500-800kg.
The preparation method of a kind of strong concrete, comprises the following steps:
1) construction waste is put into disintegrating machine together with garbage calcining material, use disintegrating machine to crush, crush and obtain waste material
Mixture, the block footpath of waste material mixture is less than 30mm;
2) then by sand, reinforcing fibre, iron powder, sodium sulfite powder, flyash, river sand, cobblestone, stone, epoxy resin and
Sodium sulfide is put in blender successively and is stirred, mixing time 1-3min, then adds a small amount of water, the most again by step
1) waste material mixture in adds, and continues stirring 5-10min, then add water, until water covers 10-15min, then after addition
Continue stirring 15-20min, the most i.e. obtain the strong concrete of the present invention.
The invention has the beneficial effects as follows: the present invention can give full play to the effect of CTF Concrete synergist and improve cement granules
Dispersibility, and solve the problems such as shortening setting time, it is ensured that the excellent slump, workability and comprcssive strength;Mix CTF
The density of Concrete synergist energy Concrete Structure mixture, improves the impermeability of concrete, and can reduce distress in concrete,
Improve the durability of concrete.
Embodiment 1
Choose the material composition of following quality: the calcining of portland cement 100kg, sand 200kg, construction waste 200kg, garbage is expected
200kg, reinforcing fibre 10Kg, iron powder 5kg, sodium sulfite powder 2kg, flyash 35kg, river sand 100kg, cobblestone 35kg, stone
Sub-100kg, epoxy resin 5kg, sodium sulfide 3kg, CTF Concrete synergist 2kg, water 500kg.
Above selected each component is prepared in accordance with the following methods:
1) construction waste is put into disintegrating machine together with garbage calcining material, use disintegrating machine to crush, crush and obtain waste material
Mixture, the block footpath of waste material mixture is less than 30mm;
2) then by sand, reinforcing fibre, iron powder, sodium sulfite powder, flyash, river sand, cobblestone, stone, epoxy resin and
Sodium sulfide is put in blender successively and is stirred, mixing time 2min, then adds a small amount of water, the most again by step 1)
In waste material mixture add, after addition continue stirring 8min, then add water, until water covers 15min, then continue stirring
20min, the most i.e. obtains the strong concrete of the present invention.
After tested, the concrete of the present invention can give full play to CTF Concrete synergist effect improve cement granules point
Dissipate property, and solve the problems such as shortening setting time, it is ensured that the excellent slump, workability and comprcssive strength;Mix CTF coagulation
The density of soil synergist energy Concrete Structure mixture, improves the impermeability of concrete, and can reduce distress in concrete, improves
The durability of concrete.
Embodiment 2
Choose the material composition of following quality: the calcining of portland cement 80kg, sand 200kg, construction waste 100kg, garbage is expected
200kg, reinforcing fibre 10Kg, iron powder 15kg, sodium sulfite powder 3kg, flyash 25kg, river sand 100kg, cobblestone 10kg, stone
Sub-200kg, epoxy resin 5kg, sodium sulfide 3kg, CTF Concrete synergist 2kg, water 800kg.
Above selected each component is prepared in accordance with the following methods:
1) construction waste is put into disintegrating machine together with garbage calcining material, use disintegrating machine to crush, crush and obtain waste material
Mixture, the block footpath of waste material mixture is less than 30mm;
2) then by sand, reinforcing fibre, iron powder, sodium sulfite powder, flyash, river sand, cobblestone, stone, epoxy resin and
Sodium sulfide is put in blender successively and is stirred, mixing time 3min, then adds a small amount of water, the most again by step 1)
In waste material mixture add, after addition continue stirring 6min, then add water, until water covers 10-15min, then continue
Stirring 18min, the most i.e. obtains the strong concrete of the present invention.
After tested, the concrete of the present invention can give full play to CTF Concrete synergist effect improve cement granules point
Dissipate property, and solve the problems such as shortening setting time, it is ensured that the excellent slump, workability and comprcssive strength;Mix CTF coagulation
The density of soil synergist energy Concrete Structure mixture, improves the impermeability of concrete, and can reduce distress in concrete, improves
The durability of concrete.
Embodiment 3
Choose the material composition of following quality: the calcining of portland cement 80kg, sand 150kg, construction waste 150kg, garbage is expected
150kg, reinforcing fibre 15Kg, iron powder 10kg, sodium sulfite powder 3kg, flyash 25kg, river sand 80kg, cobblestone 25kg, stone
Sub-200kg, epoxy resin 3kg, sodium sulfide 2kg, CTF Concrete synergist 2kg, water 600kg.
Above selected each component is prepared in accordance with the following methods:
1) construction waste is put into disintegrating machine together with garbage calcining material, use disintegrating machine to crush, crush and obtain waste material
Mixture, the block footpath of waste material mixture is less than 30mm;
2) then by sand, reinforcing fibre, iron powder, sodium sulfite powder, flyash, river sand, cobblestone, stone, epoxy resin and
Sodium sulfide is put in blender successively and is stirred, mixing time 3min, then adds a small amount of water, the most again by step 1)
In waste material mixture add, after addition continue stirring 10min, then add water, until water covers 15min, then continue to stir
Mix 20min, the most i.e. obtain the strong concrete of the present invention.
After tested, the concrete of the present invention can give full play to CTF Concrete synergist effect improve cement granules point
Dissipate property, and solve the problems such as shortening setting time, it is ensured that the excellent slump, workability and comprcssive strength;Mix CTF coagulation
The density of soil synergist energy Concrete Structure mixture, improves the impermeability of concrete, and can reduce distress in concrete, improves
The durability of concrete.
The ultimate principle of the present invention, principal character and advantages of the present invention have more than been shown and described.The technology of the industry
Personnel, it should be appreciated that the present invention is not restricted to the described embodiments, simply illustrating this described in above-described embodiment and description
The principle of invention, the present invention also has various changes and modifications without departing from the spirit and scope of the present invention, and these become
Change and improvement both falls within scope of the claimed invention.Claimed scope by appending claims and
Equivalent defines.
Claims (6)
1. a strong concrete, it is characterised in that: include that the material of following quality forms:
Portland cement 50-100kg
Sand 100-200kg
Construction waste 100-200kg
Garbage calcining material 100-200kg
Reinforcing fibre 10-20Kg
Iron powder 5-15kg
Sodium sulfite powder 2-3kg
Flyash 10-35kg
River sand 50-100kg
Cobblestone 10-35kg
Stone 100-200kg
Epoxy resin 2-5kg
Sodium sulfide 1-3kg
CTF Concrete synergist 1-2kg
Water 500-800kg.
Strong concrete the most according to claim 1, it is characterised in that: include that the material of following quality forms: silicic acid
Salt cement 100kg, sand 200kg, construction waste 200kg, garbage calcining material 200kg, reinforcing fibre 10Kg, iron powder 5kg, sulfurous
Acid sodium powder 2kg, flyash 35kg, river sand 100kg, cobblestone 35kg, stone 100kg, epoxy resin 5kg, sodium sulfide 3kg,
CTF Concrete synergist 2kg, water 500kg.
Strong concrete the most according to claim 1, it is characterised in that: include that the material of following quality forms: silicic acid
Salt cement 80kg, sand 200kg, construction waste 100kg, garbage calcining material 200kg, reinforcing fibre 10Kg, iron powder 15kg, sulfurous
Acid sodium powder 3kg, flyash 25kg, river sand 100kg, cobblestone 10kg, stone 200kg, epoxy resin 5kg, sodium sulfide 3kg,
CTF Concrete synergist 2kg, water 800kg.
Strong concrete the most according to claim 1, it is characterised in that: include that the material of following quality forms: silicic acid
Salt cement 80kg, sand 150kg, construction waste 150kg, garbage calcining material 150kg, reinforcing fibre 15Kg, iron powder 10kg, sulfurous
Acid sodium powder 3kg, flyash 25kg, river sand 80kg, cobblestone 25kg, stone 200kg, epoxy resin 3kg, sodium sulfide 2kg,
CTF Concrete synergist 2kg, water 600kg.
Strong concrete the most according to claim 1, it is characterised in that: described reinforcing fibre is glass fibre.
6. the preparation method of the strong concrete as according to any one of Claims 1-4, it is characterised in that: include
Following steps:
1) construction waste is put into disintegrating machine together with garbage calcining material, use disintegrating machine to crush, crush and obtain waste material
Mixture, the block footpath of waste material mixture is less than 30mm;
2) then by sand, reinforcing fibre, iron powder, sodium sulfite powder, flyash, river sand, cobblestone, stone, epoxy resin and
Sodium sulfide is put in blender successively and is stirred, mixing time 1-3min, then adds a small amount of water, the most again by step
1) waste material mixture in adds, and continues stirring 5-10min, then add water, until water covers 10-15min, then after addition
Continue stirring 15-20min, the most i.e. obtain the strong concrete of the present invention.
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107324702A (en) * | 2017-05-31 | 2017-11-07 | 南通不二环境科技有限公司 | A kind of tencel concrete |
CN107337404A (en) * | 2017-06-20 | 2017-11-10 | 郑州铁路职业技术学院 | Liquid concrete and preparation method and the smartness building using liquid concrete |
CN108017329A (en) * | 2017-12-13 | 2018-05-11 | 颍上继红混凝土有限公司 | A kind of anti-fracture building concrete material |
CN108640602A (en) * | 2018-05-23 | 2018-10-12 | 福州开发区兴清供销公司 | A kind of polymer cement concrete |
CN110540390A (en) * | 2017-12-25 | 2019-12-06 | 李永建 | Processing technology for preparing high-strength concrete |
CN112125588A (en) * | 2020-09-25 | 2020-12-25 | 湖南省合创渣土运输有限公司 | Concrete for stair treads and manufacturing method thereof |
CN116332583A (en) * | 2023-05-29 | 2023-06-27 | 河北津西新材料科技有限公司 | Novel method for manufacturing metallurgical solid waste alkali-activated cementing material concrete |
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CN103232193A (en) * | 2013-03-29 | 2013-08-07 | 南通中技桩业有限公司 | Concrete making formula |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107324702A (en) * | 2017-05-31 | 2017-11-07 | 南通不二环境科技有限公司 | A kind of tencel concrete |
CN107337404A (en) * | 2017-06-20 | 2017-11-10 | 郑州铁路职业技术学院 | Liquid concrete and preparation method and the smartness building using liquid concrete |
CN108017329A (en) * | 2017-12-13 | 2018-05-11 | 颍上继红混凝土有限公司 | A kind of anti-fracture building concrete material |
CN110540390A (en) * | 2017-12-25 | 2019-12-06 | 李永建 | Processing technology for preparing high-strength concrete |
CN110540390B (en) * | 2017-12-25 | 2020-08-14 | 鄱阳县恒基建材有限公司 | Processing technology for preparing high-strength concrete |
CN108640602A (en) * | 2018-05-23 | 2018-10-12 | 福州开发区兴清供销公司 | A kind of polymer cement concrete |
CN112125588A (en) * | 2020-09-25 | 2020-12-25 | 湖南省合创渣土运输有限公司 | Concrete for stair treads and manufacturing method thereof |
CN116332583A (en) * | 2023-05-29 | 2023-06-27 | 河北津西新材料科技有限公司 | Novel method for manufacturing metallurgical solid waste alkali-activated cementing material concrete |
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Application publication date: 20160921 |