CN107827406A - A kind of high performance concrete - Google Patents

A kind of high performance concrete Download PDF

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Publication number
CN107827406A
CN107827406A CN201711209465.8A CN201711209465A CN107827406A CN 107827406 A CN107827406 A CN 107827406A CN 201711209465 A CN201711209465 A CN 201711209465A CN 107827406 A CN107827406 A CN 107827406A
Authority
CN
China
Prior art keywords
parts
concrete
high performance
cement
rubble
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.)
Pending
Application number
CN201711209465.8A
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Chinese (zh)
Inventor
邓杨
张晨
钱浩
凌畅
罗曼
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Tai Ji Construction Co Ltd
Original Assignee
Anhui Tai Ji Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Anhui Tai Ji Construction Co Ltd filed Critical Anhui Tai Ji Construction Co Ltd
Priority to CN201711209465.8A priority Critical patent/CN107827406A/en
Publication of CN107827406A publication Critical patent/CN107827406A/en
Pending legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions 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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  • 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 invention discloses a kind of high performance concrete, the concrete is made up of the component of following parts by weight:30 50 parts of 10 30 parts of steel wire type steel fibers, 10 30 parts of polypropylene fibre, 15 25 parts of cement, 10 20 parts of sandstone, 15 25 parts of rubble, 37 parts of flyash, 5 10 parts of basalt fibre, 5 18 parts of calcium formate, 5 16 parts of triacetin, 6 12 parts of slag, 28 parts of hydroxy silicon oil and deionized water.Compared with prior art, the present invention possesses higher tensile strength, rupture strength, shock resistance.

Description

A kind of high performance concrete
Technical field
The present invention relates to construction material technical field, particularly a kind of high performance concrete.
Background technology
Normal concrete is by cement, coarse aggregate(Rubble or cobble), fine aggregate(Sand), additive and water mix, through hard Change a kind of artificial stone formed.Sand, stone play skeleton function in concrete, and suppress the contraction of cement;Cement and water are formed Cement mortar, the space being wrapped between coarse-fine aggregate surface and filler aggregate.Cement slurry plays lubrication upon hardening, makes coagulation Native mixture has works fine performance, after hardening that aggregate is cemented together, forms strong entirety.
The content of the invention
It is an object of the invention to provide a kind of high performance concrete, possesses higher tensile strength, rupture strength, shock resistance Performance..
The invention provides a kind of high performance concrete, the concrete is made up of the component of following parts by weight:Type of wire form Steel fibre 10-30 parts, polypropylene fibre 10-30 parts, cement 15-25 parts, sandstone 10-20 parts, rubble 15-25 parts, flyash 3-7 Part, basalt fibre 5-10 parts, calcium formate 5-18 parts, triacetin 5-16 parts, slag 6-12 parts, hydroxy silicon oil 2-8 parts With deionized water 30-50 parts.
High performance concrete as described above, these, it is preferred to, the concrete by following parts by weight component group Into:20 parts of steel wire type steel fibers, 20 parts of polypropylene fibre, 20 parts of cement, 15 parts of sandstone, 20 parts of rubble, 5 parts of flyash, the Black Warrior 40 parts of 6 parts of rock fiber, 10 parts of calcium formate, 8 parts of triacetin, 9 parts of slag, 6 parts of hydroxy silicon oil and deionized water.
High performance concrete as described above, these, it is preferred to, the concrete by following parts by weight component group Into:30 parts of steel wire type steel fibers, 30 parts of polypropylene fibre, 25 parts of cement, 20 parts of sandstone, 25 parts of rubble, 7 parts of flyash, the Black Warrior 50 parts of 10 parts of rock fiber, 18 parts of calcium formate, 16 parts of triacetin, 12 parts of slag, 8 parts of hydroxy silicon oil and deionized water.
High performance concrete as described above, these, it is preferred to, the concrete by following parts by weight component group Into:10 parts of steel wire type steel fibers, 10 parts of polypropylene fibre, 15 parts of cement, 10 parts of sandstone, 15 parts of rubble, 3 parts of flyash, the Black Warrior 30 parts of 5 parts of rock fiber, 5 parts of calcium formate, 5 parts of triacetin, 6 parts of slag, 2 parts of hydroxy silicon oil and deionized water.
Compared with prior art, the present invention possesses higher tensile strength, rupture strength, shock resistance.
Embodiment
The embodiment provides a kind of high performance concrete, the concrete by following parts by weight component group Into:Steel wire type steel fibers 10-30 parts, polypropylene fibre 10-30 parts, cement 15-25 parts, sandstone 10-20 parts, rubble 15-25 parts, Flyash 3-7 parts, basalt fibre 5-10 parts, calcium formate 5-18 parts, triacetin 5-16 parts, slag 6-12 parts, hydroxyl Silicone oil 2-8 parts and deionized water 30-50 parts.
Further, the concrete is made up of the component of following parts by weight:20 parts of steel wire type steel fibers, polypropylene fibre 20 parts, 20 parts of cement, 15 parts of sandstone, 20 parts of rubble, 5 parts of flyash, 6 parts of basalt fibre, 10 parts of calcium formate, TG acid 40 parts of 8 parts of ester, 9 parts of slag, 6 parts of hydroxy silicon oil and deionized water.
Further, the concrete is made up of the component of following parts by weight:30 parts of steel wire type steel fibers, polypropylene fibre 30 parts, 25 parts of cement, 20 parts of sandstone, 25 parts of rubble, 7 parts of flyash, 10 parts of basalt fibre, 18 parts of calcium formate, TG 50 parts of 16 parts of acid esters, 12 parts of slag, 8 parts of hydroxy silicon oil and deionized water.
Further, the concrete is made up of the component of following parts by weight:10 parts of steel wire type steel fibers, polypropylene fibre 10 parts, 15 parts of cement, 10 parts of sandstone, 15 parts of rubble, 3 parts of flyash, 5 parts of basalt fibre, 5 parts of calcium formate, TG acid 30 parts of 5 parts of ester, 6 parts of slag, 2 parts of hydroxy silicon oil and deionized water.

Claims (4)

1. a kind of high performance concrete, it is characterised in that the concrete is made up of the component of following parts by weight:Steel wire shaped steel is fine Tie up 10-30 parts, polypropylene fibre 10-30 parts, cement 15-25 parts, sandstone 10-20 parts, rubble 15-25 parts, flyash 3-7 parts, Basalt fibre 5-10 parts, calcium formate 5-18 parts, triacetin 5-16 parts, slag 6-12 parts, hydroxy silicon oil 2-8 parts are with going Ionized water 30-50 parts.
2. high performance concrete according to claim 1, it is characterised in that the concrete by following parts by weight component Composition:It is 20 parts of steel wire type steel fibers, 20 parts of polypropylene fibre, 20 parts of cement, 15 parts of sandstone, 20 parts of rubble, 5 parts of flyash, profound 40 parts of military 6 parts of rock fiber, 10 parts of calcium formate, 8 parts of triacetin, 9 parts of slag, 6 parts of hydroxy silicon oil and deionized water.
3. high performance concrete according to claim 1, it is characterised in that the concrete by following parts by weight component Composition:It is 30 parts of steel wire type steel fibers, 30 parts of polypropylene fibre, 25 parts of cement, 20 parts of sandstone, 25 parts of rubble, 7 parts of flyash, profound 50 parts of military 10 parts of rock fiber, 18 parts of calcium formate, 16 parts of triacetin, 12 parts of slag, 8 parts of hydroxy silicon oil and deionized water.
4. high performance concrete according to claim 1, it is characterised in that the concrete by following parts by weight component Composition:It is 10 parts of steel wire type steel fibers, 10 parts of polypropylene fibre, 15 parts of cement, 10 parts of sandstone, 15 parts of rubble, 3 parts of flyash, profound 30 parts of military 5 parts of rock fiber, 5 parts of calcium formate, 5 parts of triacetin, 6 parts of slag, 2 parts of hydroxy silicon oil and deionized water.
CN201711209465.8A 2017-11-27 2017-11-27 A kind of high performance concrete Pending CN107827406A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711209465.8A CN107827406A (en) 2017-11-27 2017-11-27 A kind of high performance concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711209465.8A CN107827406A (en) 2017-11-27 2017-11-27 A kind of high performance concrete

Publications (1)

Publication Number Publication Date
CN107827406A true CN107827406A (en) 2018-03-23

Family

ID=61645947

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711209465.8A Pending CN107827406A (en) 2017-11-27 2017-11-27 A kind of high performance concrete

Country Status (1)

Country Link
CN (1) CN107827406A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109095862A (en) * 2018-09-25 2018-12-28 李鹏宇 A kind of high-strength tenacity concrete

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105198310A (en) * 2015-09-07 2015-12-30 安徽鑫润新型材料有限公司 High crack resistance concrete
CN105347751A (en) * 2015-11-24 2016-02-24 江苏兴厦建筑工程集团有限公司 Preparation method of high-strength concrete
CN106116343A (en) * 2016-06-23 2016-11-16 黄河科技学院 Shellproof explosion-proof brick of high-load grating fiber recovery aggregate concrete and preparation method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105198310A (en) * 2015-09-07 2015-12-30 安徽鑫润新型材料有限公司 High crack resistance concrete
CN105347751A (en) * 2015-11-24 2016-02-24 江苏兴厦建筑工程集团有限公司 Preparation method of high-strength concrete
CN106116343A (en) * 2016-06-23 2016-11-16 黄河科技学院 Shellproof explosion-proof brick of high-load grating fiber recovery aggregate concrete and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109095862A (en) * 2018-09-25 2018-12-28 李鹏宇 A kind of high-strength tenacity concrete

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Application publication date: 20180323

RJ01 Rejection of invention patent application after publication