CN109851253A - A kind of shock resistance cement - Google Patents

A kind of shock resistance cement Download PDF

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Publication number
CN109851253A
CN109851253A CN201711231611.7A CN201711231611A CN109851253A CN 109851253 A CN109851253 A CN 109851253A CN 201711231611 A CN201711231611 A CN 201711231611A CN 109851253 A CN109851253 A CN 109851253A
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CN
China
Prior art keywords
parts
shock resistance
natural fiber
mannitol
resistance cement
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
CN201711231611.7A
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Chinese (zh)
Inventor
邓宏海
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Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201711231611.7A priority Critical patent/CN109851253A/en
Publication of CN109851253A publication Critical patent/CN109851253A/en
Pending legal-status Critical Current

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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The present invention relates to cement technology field, especially a kind of shock resistance cement, using Portland clinker as major ingredient, it include: 200-220 parts of Portland clinker, 35-60 parts of dry powder carbide slag, 3-8 parts of glass fibre according to mass fraction meter, 10-15 parts of mannitol, 15-20 parts of natural fiber.Wherein, 100 parts of Portland clinker, 30 parts of dry powder carbide slag, 5 parts of glass fibre, 10 parts of mannitol, 15 parts of effects of natural fiber are best.After above-mentioned formula, shock resistance cement of the invention improves the stability of shock resistance cement entirety by mannitol well;In addition, enhancing the cohesive force of shock resistance cement well by natural fiber, the performance of shock resistance cement entirety is improved.

Description

A kind of shock resistance cement
Technical field
The present invention relates to cement technology field, especially a kind of shock resistance cement.
Background technique
Shock resistance cement is using Portland clinker and dry powder carbide slag, ferriferous raw material as primary raw material, by proper proportion Raw material are configured to, are burnt to part or all of melting, and the semi-finished product obtained through cooling.It is most common dry in cement industry Powder carbide slag main chemical compositions are calcium oxide, silica and a small amount of aluminium oxide and iron oxide.Essential mineral group becomes glass Glass fiber, dicalcium silicate, tricalcium aluminate and tetra calcium aluminoferrite.Dry powder carbide slag add proper amount of gypsum it is common it is levigate after, silicic acid Salt cement.
Summary of the invention
The shock resistance cement that the technical problem to be solved by the invention is to provide a kind of stability is good, cohesive force is strong.
In order to solve the above technical problems, a kind of shock resistance cement of the invention is pressed using Portland clinker as major ingredient It include: 200-220 parts of Portland clinker according to mass fraction meter, 35-60 parts of dry powder carbide slag, 3-8 parts of glass fibre, sweet dew 10-15 parts of alcohol, 15-20 parts of natural fiber.
Further, the mannitol is one of mannitol, mannitol, phosphite ester.
Further, the natural fiber is steel natural fiber, natural fiber, synthesis of natural fiber, natural natural fiber One of.
Further, 100 parts of Portland clinker, 30 parts of dry powder carbide slag, 5 parts of glass fibre, 10 parts of mannitol, day Right 15 parts of fiber.
After above-mentioned formula, shock resistance cement of the invention improves shock resistance cement entirety by mannitol well Stability;In addition, enhancing the cohesive force of shock resistance cement well by natural fiber, shock resistance cement entirety is improved Performance.
Specific embodiment
Embodiment one:
110 parts of Portland clinker, 25 parts of dry powder carbide slag, 3 parts of glass fibre, 15 parts of mannitol, 20 parts of steel natural fiber.
Embodiment two:
100 parts of Portland clinker, 30 parts of dry powder carbide slag, 5 parts of glass fibre, 10 parts of mannitol, 15 parts of natural fiber.
Embodiment three:
115 parts of Portland clinker, 35 parts of dry powder carbide slag, 5 parts of glass fibre, 13 parts of phosphite ester, synthesis of natural fiber 15 parts.
Embodiment four:
120 parts of Portland clinker, 40 parts of dry powder carbide slag, 8 parts of glass fibre, 12 parts of mannitol, natural natural fiber 18 Part.
Although specific embodiments of the present invention have been described above, those skilled in the art should be appreciated that this It is merely illustrative of, various changes or modifications can be made to present embodiment, without departing from the principle and substance of the present invention, Protection scope of the present invention is only limited by the claims that follow.

Claims (4)

1. a kind of shock resistance cement, using Portland clinker as major ingredient, which is characterized in that according to mass fraction meter include: silicon 200-220 parts of acid salt cement clinker, 35-60 parts of dry powder carbide slag, 3-8 parts of glass fibre, 10-15 parts of mannitol, natural fiber 15-20 parts.
2. a kind of shock resistance cement described in accordance with the claim 1, it is characterised in that: the mannitol be mannitol, mannitol, One of phosphite ester.
3. a kind of shock resistance cement described in accordance with the claim 1, it is characterised in that: the natural fiber be steel natural fiber, One of natural fiber, synthesis of natural fiber, natural natural fiber.
4. a kind of shock resistance cement described in accordance with the claim 1, it is characterised in that: 100 parts of Portland clinker, dry powder electricity 30 parts of rock ballast, 5 parts of glass fibre, 10 parts of mannitol, 15 parts of natural fiber.
CN201711231611.7A 2017-11-30 2017-11-30 A kind of shock resistance cement Pending CN109851253A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711231611.7A CN109851253A (en) 2017-11-30 2017-11-30 A kind of shock resistance cement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711231611.7A CN109851253A (en) 2017-11-30 2017-11-30 A kind of shock resistance cement

Publications (1)

Publication Number Publication Date
CN109851253A true CN109851253A (en) 2019-06-07

Family

ID=66887561

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711231611.7A Pending CN109851253A (en) 2017-11-30 2017-11-30 A kind of shock resistance cement

Country Status (1)

Country Link
CN (1) CN109851253A (en)

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WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20190607