CN105622012A - Masonry mortar - Google Patents

Masonry mortar Download PDF

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Publication number
CN105622012A
CN105622012A CN201510986169.3A CN201510986169A CN105622012A CN 105622012 A CN105622012 A CN 105622012A CN 201510986169 A CN201510986169 A CN 201510986169A CN 105622012 A CN105622012 A CN 105622012A
Authority
CN
China
Prior art keywords
parts
masonry mortar
carbon fiber
fluidized bed
slag
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
CN201510986169.3A
Other languages
Chinese (zh)
Inventor
王兴文
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.)
JIANGSU LANQUAN NEW MATERIAL CO Ltd
Original Assignee
JIANGSU LANQUAN NEW MATERIAL 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 JIANGSU LANQUAN NEW MATERIAL CO Ltd filed Critical JIANGSU LANQUAN NEW MATERIAL CO Ltd
Priority to CN201510986169.3A priority Critical patent/CN105622012A/en
Publication of CN105622012A publication Critical patent/CN105622012A/en
Pending legal-status Critical Current

Links

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
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • 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 masonry mortar. The masonry mortar is prepared from, by weight, 60 parts of ordinary Portland cement, 15-20 parts of fluidized bed combustion ash, 15-20 parts of fly ash and 5-10 parts of additives. The prepared masonry mortar is high in strength and not prone to cracking.

Description

A kind of masonry mortar
Technical field
The present invention relates to a kind of masonry mortar.
Background technology
Masonry mortar is the mortar that brick, stone, building block etc. are bonded as masonry, and it plays a part transmission load, is the important component part of masonry. In the technology of preparing of tradition masonry mortar, many employing cement are as major gelled material, but due to the shrinkage of cement self, and cause the contraction of mortar. In existing improvement technique, there is employing fluidized bed combustion coal ash/slag to replace cement, by generating dilatancy product after fluidized bed combustion coal ash/slag aquation, there is dilatancy, improve the contractility of tradition masonry mortar. But adopt the masonry mortar insufficient strength that fluidized bed combustion coal ash/slag prepares, and easy to crack.
Summary of the invention
The invention aims to the defect solving exist in prior art, it is provided that the masonry mortar that a kind of intensity is higher, not easy to crack.
In order to achieve the above object, the invention provides a kind of masonry mortar, including the component of following weight proportion: Portland cement 60 parts, fluidized bed combustion coal ash/slag 15-20 part, flyash 15-20 part, additive 5-10 part.
Wherein, additive includes foaming agent and thickening agent; The weight ratio of foaming agent and thickening agent is 5:1.
Preferably, additive also includes carbon fiber; The weight ratio of carbon fiber and thickening agent is 1:1.
Carbon fiber length is 3-5mm.
Foaming agent preferably sodium dodecyl sulfate; Thickening agent optimization polypropylene amide.
The optimal component weight proportion of masonry mortar of the present invention is: Portland cement 60 parts, fluidized bed combustion coal ash/slag 20 parts, 20 parts of flyash, sodium lauryl sulphate 5 parts, polyacrylamide 1 part, 1 part of carbon fiber.
The present invention has the advantage that the present invention utilizes fluidized bed combustion coal ash/slag as extender compared to existing technology, it is to avoid cement autogenous shrinkage causes Mortar shrinkage; Utilize flyash to improve the stability of system, it is prevented that owing to the excessive expansion of fluidized bed combustion coal ash/slag causes mortar to ftracture simultaneously; Toughness and the cracking resistance of mortar is increased in conjunction with carbon fiber. The masonry mortar prepared, 28d comprcssive strength more than 35.0MPa, 28d rupture strength more than 8.5MPa.
Detailed description of the invention
Below in conjunction with specific embodiment, masonry mortar of the present invention is described in detail.
Embodiment one
Masonry mortar: Portland cement (PO42.5, PO52.5) 60 parts, fluidized bed combustion coal ash/slag 15 parts, 15 parts of flyash, sodium lauryl sulphate 5 parts, polyacrylamide 1 part.
The masonry mortar 28d comprcssive strength prepared is 37.0MPa, 28d rupture strength is 9.5MPa, free from flaw.
Embodiment two
Masonry mortar: portland cement 60 parts, fluidized bed combustion coal ash/slag 20 parts, 20 parts of flyash, sodium lauryl sulphate 5 parts, polyacrylamide 1 part, 1 part of carbon fiber.
The masonry mortar 28d comprcssive strength prepared is 42.0MPa, 28d rupture strength is 14.0MPa, free from flaw.

Claims (6)

1. a masonry mortar, it is characterised in that: include the component of following weight proportion: Portland cement 60 parts, fluidized bed combustion coal ash/slag 15-20 part, flyash 15-20 part, additive 5-10 part.
2. masonry mortar according to claim 1, it is characterised in that: described additive includes foaming agent and thickening agent; The weight ratio of described foaming agent and thickening agent is 5:1.
3. masonry mortar according to claim 2, it is characterised in that: described additive also includes carbon fiber; The weight ratio of described carbon fiber and thickening agent is 1:1.
4. masonry mortar according to claim 3, it is characterised in that: described carbon fiber length is 3-5mm.
5. masonry mortar according to claim 2, it is characterised in that: described foaming agent adopts sodium lauryl sulphate; Described thickening agent adopts polyacrylamide.
6. masonry mortar according to claim 4, it is characterised in that: include the component of following weight proportion: Portland cement 60 parts, fluidized bed combustion coal ash/slag 20 parts, 20 parts of flyash, sodium lauryl sulphate 5 parts, polyacrylamide 1 part, 1 part of carbon fiber.
CN201510986169.3A 2015-12-25 2015-12-25 Masonry mortar Pending CN105622012A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510986169.3A CN105622012A (en) 2015-12-25 2015-12-25 Masonry mortar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510986169.3A CN105622012A (en) 2015-12-25 2015-12-25 Masonry mortar

Publications (1)

Publication Number Publication Date
CN105622012A true CN105622012A (en) 2016-06-01

Family

ID=56037411

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510986169.3A Pending CN105622012A (en) 2015-12-25 2015-12-25 Masonry mortar

Country Status (1)

Country Link
CN (1) CN105622012A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746797A (en) * 2016-11-28 2017-05-31 中国建筑材料科学研究总院 Masonry mortar cement special and preparation method thereof
CN108840641A (en) * 2018-09-10 2018-11-20 成都宏基建材股份有限公司 A kind of adhesive mortar and its preparation and application containing solid sulfur ash
CN110482995A (en) * 2019-08-02 2019-11-22 山东大学 A kind of fluidized bed combustion coal ash/slag-flyash compounding environment-friendly type is come to nothing injecting paste material and its preparation method and application
CN111116117A (en) * 2019-12-18 2020-05-08 山东大学 Chemically-excited sulfur-fixing ash-slag-based foamed light soil

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101139188A (en) * 2007-08-13 2008-03-12 盐城工学院 A kind of energy-saving thermal insulation masonry mortar and preparation method thereof
CN102659380A (en) * 2012-05-30 2012-09-12 南京天云新型建材科技有限公司 Modified building plastering mortar for aerated concrete
CN103274655A (en) * 2013-05-17 2013-09-04 西南科技大学 Solid sulfur ash masonry mortar
CN103304191A (en) * 2013-06-17 2013-09-18 大庆市建坤建筑材料有限公司 Special masonry mortar for insulating building block

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101139188A (en) * 2007-08-13 2008-03-12 盐城工学院 A kind of energy-saving thermal insulation masonry mortar and preparation method thereof
CN102659380A (en) * 2012-05-30 2012-09-12 南京天云新型建材科技有限公司 Modified building plastering mortar for aerated concrete
CN103274655A (en) * 2013-05-17 2013-09-04 西南科技大学 Solid sulfur ash masonry mortar
CN103304191A (en) * 2013-06-17 2013-09-18 大庆市建坤建筑材料有限公司 Special masonry mortar for insulating building block

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
彭洪: ""掺固硫灰干粉砂浆的性能要求"", 《西南科技大学学报》 *
易聃等: ""固硫灰在干粉砂浆中的应用研究"", 《山西建筑》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746797A (en) * 2016-11-28 2017-05-31 中国建筑材料科学研究总院 Masonry mortar cement special and preparation method thereof
CN108840641A (en) * 2018-09-10 2018-11-20 成都宏基建材股份有限公司 A kind of adhesive mortar and its preparation and application containing solid sulfur ash
CN110482995A (en) * 2019-08-02 2019-11-22 山东大学 A kind of fluidized bed combustion coal ash/slag-flyash compounding environment-friendly type is come to nothing injecting paste material and its preparation method and application
CN111116117A (en) * 2019-12-18 2020-05-08 山东大学 Chemically-excited sulfur-fixing ash-slag-based foamed light soil
CN111116117B (en) * 2019-12-18 2021-02-26 山东大学 Chemically-excited sulfur-fixing ash-slag-based foamed light soil

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Application publication date: 20160601