CN106082944A - A kind of fiber concrete - Google Patents

A kind of fiber concrete Download PDF

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Publication number
CN106082944A
CN106082944A CN201610461405.4A CN201610461405A CN106082944A CN 106082944 A CN106082944 A CN 106082944A CN 201610461405 A CN201610461405 A CN 201610461405A CN 106082944 A CN106082944 A CN 106082944A
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CN
China
Prior art keywords
parts
concrete
fiber
fibre
coupling agent
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
CN201610461405.4A
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Chinese (zh)
Inventor
许偏奎
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Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610461405.4A priority Critical patent/CN106082944A/en
Publication of CN106082944A publication Critical patent/CN106082944A/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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/16Sulfur-containing compounds
    • C04B24/161Macromolecular compounds comprising sulfonate or sulfate groups
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/16Sulfur-containing compounds
    • C04B24/18Lignin sulfonic acid or derivatives thereof, e.g. sulfite lye
    • 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
    • C04B30/00Compositions for artificial stone, not containing binders

Abstract

The present invention relates to technical field of concrete, especially a kind of fiber concrete;Its mass parts composition is as follows: 12 25 parts of aggregate, reinforcing fibre 10 20 parts, medium sand 58 parts, polystyrene fiber 38 parts, 10 20 parts of carbon fiber, breeze 50 80 parts, milling type steel fibers 38 parts, basalt fibre 2.8 5.6 parts, light silicon fibre crack-proof intensifier 25 36 parts, water reducer 2.8 6.4 parts, coupling agent 3.6 8.4 parts;The concrete of the present invention has higher tensile strength, and concrete anti-tears intensity open and toughness is higher;In the concrete of the present invention, also added water reducer, it is possible to increase the mobility of concrete, extend the setting time of concrete, i.e. extend the engineering time.

Description

A kind of fiber concrete
Technical field
The present invention relates to technical field of concrete, especially a kind of fiber concrete.
Background technology
Fiber concrete, is fiber and the general designation of composite that cement base material (Behavior of Hardened Cement Paste, mortar or concrete) forms. Behavior of Hardened Cement Paste, mortar with the major defect of concrete be: tensile strength is low, limit elongation is little, property is crisp, add tensile strength high, The fiber that limit elongation is big, alkali resistance is good, can overcome these shortcomings.
Existing fiber concrete there is also the shortcoming that tensile strength is low, shock resistance is poor.
Summary of the invention
The technical problem to be solved in the present invention is: overcome deficiency of the prior art, it is provided that a kind of fiber concrete.
For solving above-mentioned technical problem, the technical solution used in the present invention is as follows:
A kind of fiber concrete, its mass parts composition is as follows: aggregate 12-25 part, reinforcing fibre 10-20 part, medium sand 5-8 part, gather Third vinyl fiber 3-8 part, carbon fiber 10-20 part, breeze 50-80 part, milling type steel fibers 3-8 part, basalt fibre 2.8-5.6 Part, light silicon fibre crack-proof intensifier 25-36 part, water reducer 2.8-6.4 part, coupling agent 3.6-8.4 part.
Further, described water reducer selects magnesium lignosulfonate and modified sulfamate series high-efficiency water-reducing agent ASM Mixture, its mass ratio is 1:1.2-1.5.
Further, the mass ratio of described magnesium lignosulfonate and modified sulfamate series high-efficiency water-reducing agent ASM is 1: 1.3。
Further, described coupling agent selects KH550, the one in KH560, KH570, KH792, DL602.
Further, KH550 selected by described coupling agent.
Further, the mass parts composition of described fiber concrete is as follows: 18 parts of aggregate, reinforcing fibre 15 parts, medium sand 7 Part, polystyrene fiber 6 parts, 15 parts of carbon fiber, breeze 65 parts, milling type steel fibers 6 parts, basalt fibre 4 parts, light silica fibre Reinforcing agent 30 parts, water reducer 4.5 parts, coupling agent 6.5 parts are split in resistance.
Technical scheme is used to provide the benefit that:
The concrete of the present invention has higher tensile strength, and concrete anti-tears intensity open and toughness is higher;Mixing in the present invention Solidifying soil also added water reducer, it is possible to increase the mobility of concrete, extend the setting time of concrete, i.e. extend and execute Between man-hour.
Detailed description of the invention
Below in conjunction with detailed description of the invention, the invention will be further described.
Embodiment 1
A kind of fiber concrete, its mass parts composition is as follows: 12 parts of aggregate, reinforcing fibre 10 parts, medium sand 5 parts, polystyrene are fine Tie up 3 parts, 10 parts of carbon fiber, breeze 50 parts, milling type steel fibers 3 parts, basalt fibre 2.8 parts, light silicon fibre crack-proof intensifier 25 parts, water reducer 2.8 parts, coupling agent 3.6 parts.
Wherein, water reducer selects magnesium lignosulfonate and the mixture of modified sulfamate series high-efficiency water-reducing agent ASM, its Mass ratio is 1:1.2.
Wherein, KH550 selected by coupling agent.
Embodiment 2
A kind of fiber concrete, its mass parts composition is as follows: 13 parts of aggregate, reinforcing fibre 12 parts, medium sand 6 parts, polystyrene are fine Tie up 4 parts, 12 parts of carbon fiber, breeze 55 parts, milling type steel fibers 4 parts, basalt fibre 3.2 parts, light silicon fibre crack-proof intensifier 26 parts, water reducer 3 parts, coupling agent 4 parts.
Wherein, water reducer selects magnesium lignosulfonate and the mixture of modified sulfamate series high-efficiency water-reducing agent ASM, its Mass ratio is 1:1.3.
Wherein, KH560 selected by coupling agent.
Embodiment 3
A kind of fiber concrete, its mass parts composition is as follows: 18 parts of aggregate, reinforcing fibre 15 parts, medium sand 7 parts, polystyrene are fine Tie up 6 parts, 15 parts of carbon fiber, breeze 65 parts, milling type steel fibers 6 parts, basalt fibre 4 parts, light silicon fibre crack-proof intensifier 30 Part, water reducer 4.5 parts, coupling agent 6.5 parts.
Wherein, water reducer selects magnesium lignosulfonate and the mixture of modified sulfamate series high-efficiency water-reducing agent ASM, its Mass ratio is 1:1.3.
Wherein, KH550 selected by coupling agent.
Embodiment 4
A kind of fiber concrete, its mass parts composition is as follows: 22 parts of aggregate, reinforcing fibre 18 parts, medium sand 7 parts, polystyrene are fine Tie up 6 parts, 18 parts of carbon fiber, breeze 75 parts, milling type steel fibers 7.5 parts, basalt fibre 5 parts, light silicon fibre crack-proof intensifier 32 parts, water reducer 6.2 parts, coupling agent 8.1 parts.
Wherein, water reducer selects magnesium lignosulfonate and the mixture of modified sulfamate series high-efficiency water-reducing agent ASM, its Mass ratio is 1:1.4.
Wherein, KH570 selected by coupling agent.
Embodiment 5
A kind of fiber concrete, its mass parts composition is as follows: 25 parts of aggregate, reinforcing fibre 20 parts, medium sand 8 parts, polystyrene are fine Tie up 8 parts, 20 parts of carbon fiber, breeze 80 parts, milling type steel fibers 8 parts, basalt fibre 5.6 parts, light silicon fibre crack-proof intensifier 36 parts, water reducer 6.4 parts, coupling agent 8.4 parts.
Wherein, water reducer selects magnesium lignosulfonate and the mixture of modified sulfamate series high-efficiency water-reducing agent ASM, its Mass ratio is 1:1.5.
Wherein, DL602 selected by coupling agent.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete Entirely can carry out various change and amendment in the range of without departing from this invention technological thought.The technology of this invention The content that property scope is not limited in description, it is necessary to determine its technical scope according to right..

Claims (6)

1. a fiber concrete, it is characterised in that its mass parts composition as follows: aggregate 12-25 part, reinforcing fibre 10-20 part, Medium sand 5-8 part, polystyrene fiber 3-8 part, carbon fiber 10-20 part, breeze 50-80 part, milling type steel fibers 3-8 part, the Black Warrior Rock fiber 2.8-5.6 part, light silicon fibre crack-proof intensifier 25-36 part, water reducer 2.8-6.4 part, coupling agent 3.6-8.4 part.
A kind of fiber concrete the most according to claim 1, it is characterised in that: magnesium lignosulfonate selected by described water reducer With the mixture of modified sulfamate series high-efficiency water-reducing agent ASM, its mass ratio is 1:1.2-1.5.
A kind of fiber concrete the most according to claim 2, it is characterised in that: described magnesium lignosulfonate and modified amido The mass ratio of sulfonate series high-efficiency water-reducing agent ASM is 1:1.3.
A kind of fiber concrete the most according to claim 1, it is characterised in that: described coupling agent selects KH550, KH560, One in KH570, KH792, DL602.
A kind of fiber concrete the most according to claim 4, it is characterised in that: KH550 selected by described coupling agent.
A kind of fiber concrete the most according to claim 1, it is characterised in that: the mass parts composition of described fiber concrete As follows: 18 parts of aggregate, reinforcing fibre 15 parts, medium sand 7 parts, polystyrene fiber 6 parts, 15 parts of carbon fiber, breeze 65 parts, milling type Steel fibre 6 parts, basalt fibre 4 parts, light silicon fibre crack-proof intensifier 30 parts, water reducer 4.5 parts, coupling agent 6.5 parts.
CN201610461405.4A 2016-06-23 2016-06-23 A kind of fiber concrete Pending CN106082944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610461405.4A CN106082944A (en) 2016-06-23 2016-06-23 A kind of fiber concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610461405.4A CN106082944A (en) 2016-06-23 2016-06-23 A kind of fiber concrete

Publications (1)

Publication Number Publication Date
CN106082944A true CN106082944A (en) 2016-11-09

Family

ID=57252235

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610461405.4A Pending CN106082944A (en) 2016-06-23 2016-06-23 A kind of fiber concrete

Country Status (1)

Country Link
CN (1) CN106082944A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112341105A (en) * 2020-10-30 2021-02-09 成都城投城建科技有限公司 Flexible concrete wood-grain-like board suitable for park city and preparation method thereof
CN113149552A (en) * 2021-04-15 2021-07-23 王逵 Polypropylene fiber concrete and production process thereof
CN114477878A (en) * 2022-03-21 2022-05-13 深圳市东大洋建材有限公司 Fiber concrete

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112341105A (en) * 2020-10-30 2021-02-09 成都城投城建科技有限公司 Flexible concrete wood-grain-like board suitable for park city and preparation method thereof
CN112341105B (en) * 2020-10-30 2022-03-04 成都城投城建科技有限公司 Flexible concrete wood-grain-like board suitable for park city and preparation method thereof
CN113149552A (en) * 2021-04-15 2021-07-23 王逵 Polypropylene fiber concrete and production process thereof
CN114477878A (en) * 2022-03-21 2022-05-13 深圳市东大洋建材有限公司 Fiber concrete

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Application publication date: 20161109

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