CN1927758A - Building mortar material - Google Patents

Building mortar material Download PDF

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Publication number
CN1927758A
CN1927758A CNA2005100295329A CN200510029532A CN1927758A CN 1927758 A CN1927758 A CN 1927758A CN A2005100295329 A CNA2005100295329 A CN A2005100295329A CN 200510029532 A CN200510029532 A CN 200510029532A CN 1927758 A CN1927758 A CN 1927758A
Authority
CN
China
Prior art keywords
building
mortar material
slag
building mortar
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
CNA2005100295329A
Other languages
Chinese (zh)
Inventor
赵立群
樊钧
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.)
SHANGHAI JIANYAN BUILDING MATERIAL TECHNOLOGY Co Ltd
Shanghai Building Science Research Institute Co Ltd
Original Assignee
SHANGHAI JIANYAN BUILDING MATERIAL TECHNOLOGY Co Ltd
Shanghai Building Science Research Institute 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 SHANGHAI JIANYAN BUILDING MATERIAL TECHNOLOGY Co Ltd, Shanghai Building Science Research Institute Co Ltd filed Critical SHANGHAI JIANYAN BUILDING MATERIAL TECHNOLOGY Co Ltd
Priority to CNA2005100295329A priority Critical patent/CN1927758A/en
Publication of CN1927758A publication Critical patent/CN1927758A/en
Pending legal-status Critical Current

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Classifications

    • 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

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  • Processing Of Solid Wastes (AREA)

Abstract

The present invention relates to one kind of building mortar material comprising cement 8-20 wt%, thickening powder 2-4 wt%, flyash 5-10 wt%, sand 50-70 wt% and building residue 8-23 wt%. The building mortar has solid waste from power plant and waste concrete material of building site as partial material, and can reduce waste occupied land and environmental pollution and lower its cost.

Description

Building mortar material
Technical field
The present invention relates to a kind of building mortar material, particularly be mixed with the building mortar material of building slag, flyash and cement.
Background technology
The quantity of China's building waste has accounted for 30%~40% of municipal wastes total amount.According to statistics, China's building waste that only construction produced and discharged every year just has 40,000,000 tons.Overwhelming majority building waste adopts the mode of air storage or landfill to handle, and causes environmental pollution.In the building waste brick and tile and broken concrete etc.
On the other hand, China every year is all being built a large amount of new buildingss, and build by laying bricks or stones, plastering engineering is the important component part in the construction work, therefore needs a large amount of building mortar materials.If can be converted into building waste a part of raw material of building mortar material, then help reducing and stack or soil that landfill solid building castoff takies, reduce environmental pollution, can be construction industry simultaneously a kind of lower-cost New Building Materials are provided.
Summary of the invention
The objective of the invention is to utilize the building slag for raw material prepares a kind of high strength, the building mortar material of low material cost.
To achieve these goals, the invention provides a kind of building mortar material, it consists of: 8~20 weight % cement, 2~4 weight % densification powders, 5~10 weight % flyash, 50~70 weight % sand and 8~23 weight % building slag.
Building mortar material of the present invention has that operability is good, cohesive strength is high, water-fast, characteristics such as frost resistance is good, is a kind of New Building Materials of superior performance, is subject to people's attention gradually.
Embodiment
Building mortar material of the present invention is made up of cement, densification powder, flyash, sand and building slag.
Used cement meets the requirement of GB175-1999 " silicate cement, ordinary Portland cement " among the present invention.Example commonly used is 42.5 grades of ordinary Portland cements, 32.5 grades of ordinary Portland cements, 32.5 grades of Portland blasts, and the most frequently used is 32.5 grades of ordinary Portland cements or 32.5 grades of Portland blasts.
Used densification powder is a water-keeping thickening material among the present invention.One preferred embodiment in, the present invention uses " building section " board densification powder of producing available from ShangHai JianYan Building Materials Science Co., Ltd.
Used flyash meets the requirement of GB1596-1991 " flyash that is used for cement and concrete " among the present invention.The example of the used flyash of the present invention comprises that the II level hangs down calcium fly ash, II level high-calcium fly ass or their mixture.
Used sand meets the requirement of GB/T14684-2001 " building sand " among the present invention, and fineness modulus is 2.3~3.0 medium sand.
The used building slag of the present invention is broken concrete material, broken brick, useless building mortar material, the solid waste of power plant emission or their mixture, and the maximum particle diameter of described building slag is less than 5mm.The production technique of above-mentioned building slag is with the solid waste of waste concrete material, useless brick, useless building mortar material, power plant emission or their mixture letter sorting (rejecting reinforcing bar) → pulverize → sieve → the have building slag of the present invention of required particle diameter.
Following with reference to embodiment, the present invention is further illustrated.But will be understood that embodiment only is an illustrative, and should not provide constraints to protection scope of the present invention.
Embodiment
Cement: 32.5 grades of Portland cements in associating cement mill, Shanghai;
Densification powder: " building section " board densification powder that ShangHai JianYan Building Materials Science Co., Ltd produces;
Flyash: the II level flyash that pit hole mouth one factory in Shanghai produces;
Sand: belong to 2 district's medium sands;
The building slag: the maximum particle diameter that the precious building materials of Shanghai people company limited produces is 5 millimeters a building slag, is formed by the fragmentation of old concrete piece.
Intensity test method " building mortar basic performance tests method " (JGJ70-90) is carried out.
Embodiment 1
With 32.5 grades of ordinary Portland cements of 10.0 weight parts, 2.4 weight part densification powders, 6.5 weight part II level is hanged down calcium fly ash, 68.0 after weight part medium sand and 13.1 weight parts building slag mix, add 21.2 weight parts waters and stir, promptly make building slag and fly ash cement mortar material.
Embodiment 2
With 32.5 grades of ordinary slag cement of 15.0 weight parts, 3.0 weight part densification powders, 8 weight part II level high-calcium fly asses, 55.0 after weight part medium sand and 19.0 weight parts building slag mix, add 23.9 weight parts waters and stir, promptly make building slag and fly ash cement mortar material.
Embodiment 3
With 32.5 grades of ordinary Portland cements of 18.0 weight parts, 3.5 weight part densification powders, 9.5 low calcium of weight part II level and II level high-calcium fly ass mixture (weight ratio is 1: 1), after 52 weight part medium sands and 17.0 weight parts building slag mix, add 21.0 weight parts waters and stir, promptly make building slag and fly ash cement mortar material.
Denseness (mm) Delamination degree (mm) 7 days ultimate compression strength (MPa) 28 days ultimate compression strength (MPa)
Embodiment 1 100 17 7.0 12.5
Embodiment 2 99 19 6.0 11.3
Embodiment 3 102 18 8.0 19.1

Claims (8)

1. building mortar material, it consists of: 8~20 weight % cement, 2~4 weight % densification powders, 5~10 weight % flyash, 50~70 weight % sand and 8~23 weight % building slag.
2. building mortar material according to claim 1 is characterized in that: described densification powder is a water-keeping thickening material.
3. building mortar material according to claim 1 is characterized in that: described flyash is low calcium fly ash, high-calcium fly ass or their mixture.
4. building mortar material according to claim 3 is characterized in that: described flyash is II level low calcium fly ash, II level high-calcium fly ass or their mixture.
5. building mortar material according to claim 1, it is characterized in that: described building slag is broken concrete material, broken brick, useless building mortar material, the solid waste of power plant emission or their mixture, and the maximum particle diameter of described building slag is less than 5 millimeters.
6. building mortar material according to claim 5 is characterized in that: described building slag is broken concrete material.
7. building mortar material according to claim 1 is characterized in that: described cement comprises ordinary Portland cement, ordinary slag cement or their mixture.
8. building mortar material according to claim 5 is characterized in that: described cement comprises 32.5 grades of ordinary Portland cements, 32.5 grades of ordinary slag cement or their mixture.
CNA2005100295329A 2005-09-09 2005-09-09 Building mortar material Pending CN1927758A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2005100295329A CN1927758A (en) 2005-09-09 2005-09-09 Building mortar material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2005100295329A CN1927758A (en) 2005-09-09 2005-09-09 Building mortar material

Publications (1)

Publication Number Publication Date
CN1927758A true CN1927758A (en) 2007-03-14

Family

ID=37857915

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2005100295329A Pending CN1927758A (en) 2005-09-09 2005-09-09 Building mortar material

Country Status (1)

Country Link
CN (1) CN1927758A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102515612A (en) * 2011-11-28 2012-06-27 高仁辉 Environmentally-friendly cement-based reinforced thickening agent for dry-mixed mortar and preparation method thereof
CN103043941A (en) * 2012-12-31 2013-04-17 中国矿业大学 Thickening powder for preparing dry-mixed masonry mortar
CN106316324A (en) * 2016-08-23 2017-01-11 柳州市国正机电物资有限责任公司 Preparation method of construction mortar
CN106431162A (en) * 2016-08-23 2017-02-22 柳州市国正机电物资有限责任公司 Building mortar
CN108947359A (en) * 2018-09-12 2018-12-07 十堰市郧阳区成林工贸有限责任公司 NEW TYPE OF COMPOSITE mortar material and its preparation method and application

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102515612A (en) * 2011-11-28 2012-06-27 高仁辉 Environmentally-friendly cement-based reinforced thickening agent for dry-mixed mortar and preparation method thereof
CN103043941A (en) * 2012-12-31 2013-04-17 中国矿业大学 Thickening powder for preparing dry-mixed masonry mortar
CN106316324A (en) * 2016-08-23 2017-01-11 柳州市国正机电物资有限责任公司 Preparation method of construction mortar
CN106431162A (en) * 2016-08-23 2017-02-22 柳州市国正机电物资有限责任公司 Building mortar
CN108947359A (en) * 2018-09-12 2018-12-07 十堰市郧阳区成林工贸有限责任公司 NEW TYPE OF COMPOSITE mortar material and its preparation method and application

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WD01 Invention patent application deemed withdrawn after publication