CN100424031C - High compact bidirectionally adjustable concrete and its uses - Google Patents
High compact bidirectionally adjustable concrete and its uses Download PDFInfo
- Publication number
- CN100424031C CN100424031C CNB2006100235661A CN200610023566A CN100424031C CN 100424031 C CN100424031 C CN 100424031C CN B2006100235661 A CNB2006100235661 A CN B2006100235661A CN 200610023566 A CN200610023566 A CN 200610023566A CN 100424031 C CN100424031 C CN 100424031C
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- China
- Prior art keywords
- concrete
- parts
- cement
- bidirectionally adjustable
- polypropylene fibre
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Classifications
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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
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00034—Physico-chemical characteristics of the mixtures
- C04B2111/00146—Sprayable or pumpable mixtures
- C04B2111/00155—Sprayable, i.e. concrete-like, materials able to be shaped by spraying instead of by casting, e.g. gunite
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00336—Materials with a smooth surface, e.g. obtained by using glass-surfaced moulds
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
The invention discloses a high-compact bidirectional adjustable concrete and application, which comprises the following parts: 1% PII 52.5, 0.20-0.35% II-grade low-calcium coal ash, 0.05-0.08% wollastonite, 0.015-0.020% high-property polycarboxylic acid additive, 0.0012-0.0020% polypropylene fiber, 2.00-0.32% medium sand, 1.40-1.70% crushed stone, 0.38-0.45% water and 0-0.016% concrete accelerator. The invention is fit for spraying and casting on the large-smooth curve, which satisfies quality standard.
Description
Technical field
The present invention relates to a kind of concrete, relate in particular to a kind of concrete that applies to big smooth surface (comprising concave surface and convex surface) concrete structure moulding.
Background technology
Along with modern people's spirit and the continuous lifting of material life demand and the continuous development of building construction technology, one of development trend of the Mechanical Builds of building or structures is a sophistication and complicated, and skeleton construction is still the topmost structure formation in the present whole world.Wherein, the design of the smooth large curved surface concrete structure of high precision and construction have brought new challenge for the concrete material science.
In concrete technology in the past, the construction of the concrete formation face of high-precision requirement generally all adopts high-precision mould to carry out shaping structures, performance requriements scope to the fresh concrete that adopts is wider, low flow, mobile, large fluidity even self-compacting concrete, to concrete time of coagulation variation range should guarantee that enough presetting periods wipe one's face, if but adopt this mode, because the molding surface radius-of-curvature is big, and different molding surface radius-of-curvature difference, so, no matter be to adopt to be prefabricated in the factory or the mode of building at the construction field (site), all will bring great difficulty and mould not to reuse to the making assembly unit of mould, expensive big and can't guarantee internal soundness; Another kind of concrete concrete structure form is the conventional spray concrete construction, this structure formation mainly is used in the structure retaining wall of aspects such as massif, tunnel, concrete is initial set in the short period of time and final set generally, a spray up n., but molding surface is more coarse, and be difficult to form the precise geometrical size smooth surface.
For this reason, a kind of new concrete formation constructional method is arisen at the historic moment, promptly needing to adopt the mode of spraying to pour into a mould substrate concrete on the shaped structures bedding plane earlier to guarantee texture quality, again at substrate concrete jet face layer concrete, both to guarantee texture quality, can satisfy follow-up molding surface construction requirement again, adopt special shaping jig to carry out the concrete surface formable layer at last.But, this construction has brought new challenge for the technical feature of concrete material, basic unit's different sites concrete should satisfy and do not trickle after spraying or low trickling, satisfying again has enough presetting periods to guarantee structure cohesion with facing concrete, facing concrete should guarantee not trickle and have time enough to carry out moulding again to wipe one's face, be the performance that concrete need possess bidirectionally adjustable, maturing will reach high fine and close, anti-requirement of dashing mill.
Summary of the invention
The technical issues that need to address of the present invention are to disclose a kind of high compact bidirectionally adjustable concrete, to satisfy the needs of the parties concerned.
Concrete component of the present invention and parts by weight comprise:
1 part of P II 52.5 cement, 0.20～0.35 part of the low calcium fly ash of II level, 0.05～0.08 part of silicon ash, 0.015～0.020 part of high-performance polycarboxylic acid series additive, 0.0012～0.0020 part of polypropylene fibre, 2.00～0.32 parts of medium sands, 1.40～1.70 parts of 5～16 rubbles, 0.38～0.45 part in water, 0～0.016 part of Hardenfast;
According to the present invention, the preferred parts by weight of substrate concrete comprise:
1 part of P II 52.5 cement, 0.30～0.35 part of the low calcium fly ash of II level, 0.05～0.08 part of silicon ash, 0.015～0.020 part of high-performance polycarboxylic acid series additive, 0.0012～0.0020 part of polypropylene fibre, 2.00～2.50 parts of medium sands, 1.60～1.70 parts of 5～16 rubbles, 0.38～0.45 part in water, 0.010～0.016 part of Hardenfast;
According to the present invention, the preferred parts by weight of facing concrete comprise:
The component and the parts by weight of facing concrete comprise: 1 part of P II 52.5 cement, 0.20～0.25 part of the low calcium fly ash of II level, 0.05～0.08 part of silicon ash, 0.015～0.020 part of high-performance polycarboxylic acid series additive, 0.0012～0.0020 part of polypropylene fibre, 2.07 parts of medium sands, 1.49 parts of 5～16 rubbles, 0.38～0.45 part in water.
Said cement selects for use every quality index to meet P II 52.5 cement of GB175-1999 regulation, and can adopt the commercially available trade mark is the product of little wild field P II 52.5;
Said flyash selects for use every quality index to meet the low calcium II level flyash of GB1596-2005 regulation, is used for improving workability of concrete and reduces concrete contraction;
The chemical name of said silicon ash is a kind of active SiO
2Powder, its fineness ratio cement and flyash hang down an order of magnitude, are a kind of high reactivity pozzolanic admixtures, can increase the yield value of fresh concrete, and improve the fastness to rubbing of maturing;
Said high performance concrete admixture is selected from a kind of high-performance admixture that contains the polycarboxylic ethers polymkeric substance, its mainly act on be reduce concrete water consumption, reduce fresh concrete through the time slump-loss, optimize the concrete pore structure in sclerosis back, improve concrete density and fastness to rubbing; Can adopt the trade mark is the product of RHEOPLUS 25, as the product of the special building materials of Shanghai Mace company.
By mixing flyash, silicon ash and high performance concrete admixture, make fresh concrete have good operation, and make maturing have high compactness, good toughness and wear resistance;
Hardenfast is selected from and is applicable to that the main component that wet shot and dry shotcreting are used is high-performance, the alkali-free liquid accelerator of calcium aluminate, but the volume of high performance concrete accelerating chemicals so that concrete time of coagulation two-ways regulation, requirement according to the moulding of high precision large curved surface sprayed concrete, it is two-layer that the sliding surface concrete sprays branch, the first layer concrete should have the rapid hardening of appropriateness to satisfy the shaping structures requirement, satisfies again construction process requirement such as to be connected with second layer concrete structure; Second layer concrete should have surperficial appropriate slow setting and not have trickling property again to satisfy surperficial trowel light modification construction requirement; In addition, can adopt the commercially available prod according to construction environment temperature and humidity conditions two-ways regulation time of coagulation in construction process, be the product of MEYCO SA160 as the trade mark.
The staple length of said polypropylene fibre is 12mm, Fibre diameter 18 μ m; Mix polypropylene fibre and make concrete have low contraction, splitting resistance, with the precise curved surface structure after the sclerosis of assurance concrete shiny surface, thus the work-ing life and the athletic safety of assurance structures.
Concrete of the present invention is in when construction, after each component is mixed, is transported to the construction site by concrete delivery truck, can adopt GB50086-2001 " Technical code for shotcrete rock bolts shore ", sprays cast.
Concrete of the present invention, basic unit's different sites concrete can either satisfy and do not trickle after spraying or low trickling, satisfying again has enough presetting periods to guarantee structure cohesion with facing concrete, facing concrete can either guarantee not trickle and have time enough to carry out moulding again to wipe one's face, be the performance that concrete of the present invention need possess bidirectionally adjustable, maturing will reach high fine and close, anti-requirement of dashing mill.
Concrete of the present invention, after spraying cast, adopt the method for GB50080 " Standard for test methods of properties of ordinary concrete mixture standard ", GB50081 " normal concrete mechanical property method for testing performance standard ", GB82 " normal concrete long-term behaviour and durability test method standard ", GB50086 " Technical code for shotcrete rock bolts shore ", GB/T16925 " concrete and goods cut resistance test " standard codes such as (spot contact bearing methods), detect, its quality index can meet the requirements fully.
This shows that concrete of the present invention possesses the performance of bidirectionally adjustable when the fresh concrete working order, make concrete can keep construct needed initial set and final setting time, guarantee again that concrete does not trickle to modify and to wipe one's face so that carry out high precision; Maturing reaches high fine and close, anti-requirement of dashing mill.Be specially adapted to the injection cast of the big smooth surface of high precision (comprising concave surface and convex surface) concrete structure moulding.
Embodiment
Embodiment 1
Prescription: the parts by weight of substrate concrete are:
1 part of cement, 0.32 part in flyash, 0.06 part of silicon ash, high performance concrete admixture (polycarboxylic ethers polymkeric substance, the trade mark is RHEOPLUS 25) 0.018 part, 2.32 parts of medium sands, 1.68 parts of 5～16 rubbles, 0.42 part in tap water, 0.013 part of Hardenfast (MEYCO SA160, main component is a calcium aluminate), staple length is 12mm, 0.0013 part of the polypropylene fibre of diameter 18 μ m;
The facing concrete parts by weight are:
1 part of cement, 0.22 part in flyash, 0.07 part of silicon ash, high performance concrete admixture (polycarboxylic ethers polymkeric substance, the trade mark is RHEOPLUS 25) 0.018 part, 2.07 parts of medium sands, 1.49 parts of 5～16 rubbles, 0.42 part in tap water, staple length are 12mm, 0.0015 part of the polypropylene fibre of diameter 18 μ m;
Constructional method:
With substrate concrete and facing concrete after concrete mixing plant mixes, be transported to the construction site by concrete delivery truck, adopt GB50086-2001 " Technical code for shotcrete rock bolts shore ", spray cast substrate concrete and facing concrete successively, adopt following method to detect: GB50080 " Standard for test methods of properties of ordinary concrete mixture standard ", GB50081 " normal concrete mechanical property method for testing performance standard ", GB82 " normal concrete long-term behaviour and durability test method standard ", GB50086 " Technical code for shotcrete rock bolts shore ", GB/T16925 " concrete and goods cut resistance test " standards such as (spot contact bearing methods), the result is as follows:
Embodiment 2
Prescription: the parts by weight of substrate concrete are:
1 part of cement, 0.32 part in flyash, 0.06 part of silicon ash, high performance concrete admixture (polycarboxylic ethers polymkeric substance, the trade mark is RHEOPLUS 25) 0.018 part, 2.32 parts of medium sands, 1.68 parts of 5～16 rubbles, 0.42 part in tap water, 0.014 part of Hardenfast (MEYCO SA160, main component is a calcium aluminate), staple length is 12mm, 0.0013 part of the polypropylene fibre of diameter 18 μ m;
The facing concrete parts by weight are:
1 part of cement, 0.22 part in flyash, 0.07 part of silicon ash, high performance concrete admixture (polycarboxylic ethers polymkeric substance, the trade mark is RHEOPLUS 25) 0.018 part, 2.07 parts of medium sands, 1.49 parts of 5～16 rubbles, 0.42 part in tap water, staple length are 12mm, 0.0015 part of the polypropylene fibre of diameter 18 μ m;
Constructional method:
With substrate concrete and facing concrete after concrete mixing plant mixes, be transported to the construction site by concrete delivery truck, adopt GB50086-2001 " Technical code for shotcrete rock bolts shore ", spray cast substrate concrete and facing concrete successively, adopt following method to detect: GB50080 " Standard for test methods of properties of ordinary concrete mixture standard ", GB50081 " normal concrete mechanical property method for testing performance standard ", GB82 " normal concrete long-term behaviour and durability test method standard ", GB50086 " Technical code for shotcrete rock bolts shore ", GB/T16925 " concrete and goods cut resistance test " standards such as (spot contact bearing methods), the result is as follows:
Claims (7)
1. a bidirectionally adjustable concrete is characterized in that, component and parts by weight comprise:
1 part of PII52.5 cement, 0.20～0.35 part of the low calcium fly ash of II level, 0.05～0.08 part of silicon ash, 0.015～0.020 part of polycarboxylic ethers polymkeric substance admixture, 0.0012～0.0020 part of polypropylene fibre, 2.00～0.32 parts of medium sands, 1.40～1.70 parts of 5～16 rubbles, 0.38～0.45 part in water, 0～0.016 part of Hardenfast.
2. a bidirectionally adjustable concrete is characterized in that, is used for basic unit and sprays when pouring into a mould, and concrete parts by weight comprise:
1 part of PII52.5 cement, 0.30～0.35 part of the low calcium fly ash of II level, 0.05～0.08 part of silicon ash, 0.015～0.020 part of polycarboxylic ethers polymkeric substance admixture, 0.0012～0.0020 part of polypropylene fibre, 2.00～2.50 parts of medium sands, 1.60～1.70 parts of 5～16 rubbles, 0.42 part in water, 0.010～0.016 part of Hardenfast.
3. a bidirectionally adjustable concrete is characterized in that, is used for surface layer and sprays when pouring into a mould, and concrete parts by weight comprise:
1 part of PII52.5 cement, 0.20～0.25 part of the low calcium fly ash of II level, 0.05～0.08 part of silicon ash, 0.015～0.020 part of polycarboxylic ethers polymkeric substance admixture, 0.0012～0.0020 part of polypropylene fibre, 2.07 parts of medium sands, 1.49 parts of 5～16 rubbles, 0.38～0.45 part in water.
4. according to claim 1,2 or 3 described bidirectionally adjustable concretes, it is characterized in that said cement selects for use every quality index to meet the PII52.5 cement of GB175-1999 regulation.
5. bidirectionally adjustable concrete according to claim 4 is characterized in that, Hardenfast is selected from and is applicable to that the main component that wet shot and dry shotcreting are used is the alkali-free liquid accelerator of calcium aluminate.
6. bidirectionally adjustable concrete according to claim 4 is characterized in that, the staple length of said polypropylene fibre is 12mm, diameter 18 μ m.
7. according to the application of each described bidirectionally adjustable concrete of claim 1～6, it is characterized in that, be used for the injection cast of the big smooth surface concrete structure of high precision moulding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100235661A CN100424031C (en) | 2006-01-24 | 2006-01-24 | High compact bidirectionally adjustable concrete and its uses |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100235661A CN100424031C (en) | 2006-01-24 | 2006-01-24 | High compact bidirectionally adjustable concrete and its uses |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101007722A CN101007722A (en) | 2007-08-01 |
| CN100424031C true CN100424031C (en) | 2008-10-08 |
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| CNB2006100235661A Expired - Fee Related CN100424031C (en) | 2006-01-24 | 2006-01-24 | High compact bidirectionally adjustable concrete and its uses |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101684679B (en) * | 2009-08-30 | 2011-11-02 | 郭建军 | Three-dimensional reinforced cement light wallboard |
| CN102910869A (en) * | 2012-11-05 | 2013-02-06 | 沈阳建筑大学 | Superhigh toughness hollow modified polypropylene fiber sprayed concrete |
| CN103360005A (en) * | 2013-07-12 | 2013-10-23 | 解波 | Sprayed concrete |
| CN103664070B (en) * | 2013-08-30 | 2015-11-18 | 江南大学 | A kind of ejection-type mixes modified PP fiber refinforced cement based composites and preparation method thereof |
| CN107721242A (en) * | 2017-11-28 | 2018-02-23 | 王德元 | A kind of rapid hardening gunite concrete |
| CN109626914A (en) * | 2019-01-31 | 2019-04-16 | 青岛市地铁号线有限公司 | A kind of material and preparation method of hard rock tunnel water proof type single shell lining |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1453237A (en) * | 2003-05-28 | 2003-11-05 | 武汉理工大学 | Black light concrete for paving layer of bridge |
| CN1530501A (en) * | 2003-03-10 | 2004-09-22 | 张英保 | Light cast-in-situs concrete wallboard |
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2006
- 2006-01-24 CN CNB2006100235661A patent/CN100424031C/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1530501A (en) * | 2003-03-10 | 2004-09-22 | 张英保 | Light cast-in-situs concrete wallboard |
| CN1453237A (en) * | 2003-05-28 | 2003-11-05 | 武汉理工大学 | Black light concrete for paving layer of bridge |
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| CN101007722A (en) | 2007-08-01 |
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