CN102260066A - Masonry mortar prepared from tailings - Google Patents

Masonry mortar prepared from tailings Download PDF

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Publication number
CN102260066A
CN102260066A CN201010260823XA CN201010260823A CN102260066A CN 102260066 A CN102260066 A CN 102260066A CN 201010260823X A CN201010260823X A CN 201010260823XA CN 201010260823 A CN201010260823 A CN 201010260823A CN 102260066 A CN102260066 A CN 102260066A
Authority
CN
China
Prior art keywords
parts
masonry mortar
tailings
mine tailing
water
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
CN201010260823XA
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Chinese (zh)
Inventor
李荣海
李海臣
于克旭
赵卫刚
王辉
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.)
Angang Group Mining Co Ltd
Original Assignee
Angang Group Mining 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 Angang Group Mining Co Ltd filed Critical Angang Group Mining Co Ltd
Priority to CN201010260823XA priority Critical patent/CN102260066A/en
Publication of CN102260066A publication Critical patent/CN102260066A/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
    • 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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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention belongs to the technical field of building materials and in particular relates to masonry mortar prepared from tailings. The masonry mortar is characterized by comprising the following components in part by weight: 100 to 245 parts of portland cement, 1,270 parts of tailings, 234 to 56 parts of lime putty, 1 to 1.36 parts of water reducer, and 277 parts of water. The tailings has the granularity of 0.15-0.3 millimeters; and in process flows of gravity separation and magnetic separation, the tailings are obtained by stages through sieving equipment so as to prevent harmful substances from being mixed and avoid a condition that the mortar has low fluidity and cannot be constructed due to too fine tailings. The production cost is about 20 yuan per cubic meter, about 60 yuan can be saved in each cubic meter, and the benefit in each year is about 0.18 billion yuan. In addition, the tailings replace river sand, so that the emission of mine tailings can be reduced, the service life of a tailing pond is prolonged, the damage of exploitation of the river sand to natural riverways is reduced, and the aims of occupying less rural land and protecting environment are fulfilled finally.

Description

Masonry mortar with the mine tailing making
Technical field
The invention belongs to building material technical field, relate in particular to a kind of masonry mortar of making of mine tailing.
Background technology
Masonry mortar is an indispensable raw material in the structure material, and wherein the ratio of contained river sand is about about 70%, and China's river sand resource is at full stretch at present, and sand exploitation in river is very serious to the destruction of natural river course.With the area, Anshan is example, the annual a large amount of river sand of consumption that needs of urban construction, only chutable concrete is annual just needs about sand 150 ten thousand steres of river, also have river sand such as other concrete, motar to consume, conservative estimation river, whole urban district sand consumes between 200~300 ten thousand steres, therefore, be badly in need of a kind of equivalent material, destroy with the exploitation that alleviates natural river sand with to the river course.And the mine tailing that discharge in the dressing-works is a kind of good river sand substitute.The mine tailing in dressing-works all adopts pipe-line transportation to arrive the stacking of mine tailing storehouse at present, and a large amount of tailings piles are placed in the mine tailing storehouse, not only taken a large amount of rural holding, and surrounding enviroment are caused severe contamination.Therefore the comprehensive utilizating research of mine tailing is that market outlook are arranged very much with the alternative river of mine tailing sand making masonry mortar especially.
Summary of the invention
The purpose of this invention is to provide a kind of flowability and good endurance, can suppress and reduce the masonry mortar of making of mine tailing of the volumetric shrinkage that produces in the cement stone process of setting effectively.
The objective of the invention is to realize by following technical proposals:
The masonry mortar of making of mine tailing of the present invention is characterized in that producing the usefulness that satisfies M2.5-M10
The weight part proportioning that mine tailing is made masonry mortar is as follows:
Cement 100-245 part
1270 parts of mine tailings
Lime putty 234-56 part
Water reducer 1-3.6 part
277 parts in water,
Described mine tailing granularity is the 0.15-0.3 millimeter,
Described water reducer is chosen high efficiency water reducing agent.
The weight part proportioning of masonry mortar of the present invention can be selected by the different labels mortar, and for example the weight part proportioning of masonry mortar is as follows:
32.5# 245 parts of slag cement
1270 parts of mine tailings
56 parts of lime putties
3.6 parts of water reducers
277 parts in water.
Described mine tailing granularity is the 0.15-0.3 millimeter, in gravity treatment, magnetic separation process flow process, obtains by the screening plant classification, and what its purpose was to avoid objectionable constituent mixes that too the fine sand slurry is mobile little with the mine tailing granularity, can't construct.
Described water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian.
The advantage of the masonry mortar of making of mine tailing of the present invention is:
1) because the present invention has adopted mine tailing to substitute river sand, not only solved the nervous problem of river sand resource,
But also realized mine tailing resource utilization industry scale development.
2),, stop concrete cracking as chemical shrinkage, dry shrinkage etc. because the reasonable preparation of mine tailing and cement, water reducer and water makes mine tailing can suppress and reduce the volumetric shrinkage that produces in the cement stone process of setting in mortar.Therefore masonry mortar flowability and the good endurance produced, and can suppress and reduce the volumetric shrinkage that produces in the cement stone process of setting effectively.Thereby realize mine tailing high added value recycling.
3) high efficiency water reducing agent can improve the flowability of masonry mortar, strengthens intensity, frost resistance and the impermeability of mortar.
4) substitute the discharging that river sand also can reduce mill tailings with mine tailing, prolong the mine tailing storehouse length of service, finally reach and take the rural holding less, reach the purpose of protection environment.
Embodiment
Further specify the specific embodiment of the present invention below in conjunction with embodiment.
The masonry mortar of making of mine tailing of the present invention, it is characterized in that producing satisfy M2.5-M10 to make the weight part proportioning of masonry mortar with mine tailing as follows:
Cement 100-245 part
1270 parts of mine tailings
Lime putty 234-56 part
Water reducer 1-3.6 part
277 parts in water,
Described mine tailing granularity is the 0.15-0.3 millimeter,
Described water reducer is chosen high efficiency water reducing agent.
Embodiment 1 M10 masonry mortar proportioning
Selecting granularity for use is the mine tailing of 0.15mm, makes by following weight proportion:
32.5# 245 parts of cement,
1270 parts of mine tailings,
56 parts of lime putties,
3.6 parts of water reducers,
277 parts in water,
Water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian,
Make according to the masonry mortar Production Flow Chart.
Embodiment 2 M5 masonry mortar proportionings
Selecting granularity for use is the mine tailing of 0.15mm, is to make by following weight proportion:
32.5# 158 parts of cement,
1270 parts of mine tailings,
140 parts of lime putties,
1.74 parts of water reducers,
277 parts in water,
Water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian,
Make according to the masonry mortar Production Flow Chart.
Embodiment 3 M2.5 masonry mortar proportionings
Selecting granularity for use is the mine tailing of 0.15mm, makes by following weight proportion:
32.5# 100 parts of cement,
1270 parts of mine tailings,
234 parts of lime putties,
1 part of water reducer,
277 parts in water,
Water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian,
Make according to the masonry mortar Production Flow Chart.
The masonry mortar performance prepared according to present embodiment is as follows:
Satisfy the requirement of " masonry mortar proportioning design discipline " JGJ98-2000,
Lift height≤3cm
Slurry density 〉=1900kg/m 3
Freeze thawing: rate of weight loss≤5%
Loss of strength rate≤25%
Slurry consistency 70~90(mm)
Adopt the Anshan iron and steel plant mine tailing to substitute river sand, every cubic metre of its production cost can be saved about 60 yuan for every cubic metre about 20 yuan, and annual benefit is about 1.8 hundred million yuan.The alternative river of mine tailing sand also can reduce the mill tailings discharging in addition, and the length of service that prolongs the mine tailing storehouse reduces the destruction of the exploitation of river sand to natural river course, finally reaches to take the rural holding less the purpose of protection environment.

Claims (5)

1. masonry mortar of making of mine tailing is characterized in that producing and satisfies making of mine tailing of M2.5-M10 and build
The weight part proportioning of building mortar is as follows:
Cement 100-245 part
1270 parts of mine tailings
Lime putty 234-56 part
Water reducer 1-3.6 part
277 parts in water.
2. the masonry mortar of making of mine tailing according to claim 1 is characterized in that described mine tailing granularity is the 0.15-0.3 millimeter, in gravity treatment, magnetic separation process flow process, obtains by the screening plant classification.
3. the masonry mortar of making of mine tailing according to claim 1 is characterized in that the weight part proportioning of described masonry mortar is as follows:
Selecting granularity for use is the mine tailing of 0.15mm,
32.5# 245 parts of slag cement
1270 parts of mine tailings
56 parts of lime putties
3.6 parts of water reducers
277 parts in water,
Water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian,
Make the M10 masonry mortar according to the masonry mortar Production Flow Chart.
4. the masonry mortar of making of mine tailing according to claim 1, it is characterized in that the weight part proportioning of described masonry mortar is as follows: selecting granularity for use is the mine tailing of 0.15mm,
32.5# 158 parts of cement,
1270 parts of mine tailings,
140 parts of lime putties,
1.74 parts of water reducers,
277 parts in water,
Water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian,
Make the M5 masonry mortar according to the masonry mortar Production Flow Chart.
5. the masonry mortar of making of mine tailing according to claim 1 is characterized in that the weight part proportioning of described masonry mortar is as follows:
Selecting granularity for use is the mine tailing of 0.15mm,
32.5# 100 parts of cement,
1270 parts of mine tailings,
234 parts of lime putties,
1 part of water reducer,
277 parts in water,
Water reducer is chosen the high efficiency water reducing agent of (3301CE) of the card production of west, Dalian,
Make the M2.5 masonry mortar according to the masonry mortar Production Flow Chart.
CN201010260823XA 2010-08-24 2010-08-24 Masonry mortar prepared from tailings Pending CN102260066A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201010260823XA CN102260066A (en) 2010-08-24 2010-08-24 Masonry mortar prepared from tailings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201010260823XA CN102260066A (en) 2010-08-24 2010-08-24 Masonry mortar prepared from tailings

Publications (1)

Publication Number Publication Date
CN102260066A true CN102260066A (en) 2011-11-30

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CN201010260823XA Pending CN102260066A (en) 2010-08-24 2010-08-24 Masonry mortar prepared from tailings

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CN (1) CN102260066A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104496330A (en) * 2014-12-31 2015-04-08 青岛磊鑫混凝土有限公司 Wet-mixing masonry mortar prepared by adopting stone chip and tailing sand
CN104803647A (en) * 2015-03-09 2015-07-29 中国十七冶集团有限公司 Masonry mortar with iron tailings substituting for partial natural sand
CN105481319A (en) * 2015-12-29 2016-04-13 青岛磊鑫混凝土有限公司 Concrete prepared from aggregate chips, iron tailing sand and polycarboxylic acid water reducing agent
CN105565742A (en) * 2015-12-29 2016-05-11 青岛磊鑫混凝土有限公司 High grade concrete prepared from stone chips, iron mine tailings and polycarboxylate superplasticizer

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101708480A (en) * 2008-10-13 2010-05-19 鞍钢集团矿业公司 Mineral separation process for tailing extraction building sands and mineral separation equipment
CN101723622A (en) * 2008-10-28 2010-06-09 华鑫博越国际土木建筑工程技术(北京)有限公司 Foam tailings cemented filling material and manufacturing method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101708480A (en) * 2008-10-13 2010-05-19 鞍钢集团矿业公司 Mineral separation process for tailing extraction building sands and mineral separation equipment
CN101723622A (en) * 2008-10-28 2010-06-09 华鑫博越国际土木建筑工程技术(北京)有限公司 Foam tailings cemented filling material and manufacturing method thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
《公路》 20090930 庄纪文等 海工高性能混凝土1000m距离泵送施工技术 169-170 3-5 , 第9期 *
《无》 20010401 陕西省建筑科学研究设计院 中华人民共和国行业标准 砌筑砂浆配合比设计规程 JGJ 98-2000 1-13 1-5 , *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104496330A (en) * 2014-12-31 2015-04-08 青岛磊鑫混凝土有限公司 Wet-mixing masonry mortar prepared by adopting stone chip and tailing sand
CN104496330B (en) * 2014-12-31 2016-09-07 青岛磊鑫混凝土有限公司 Use aggregate chips and the wet-mixing masonry mortar of CHARACTERISTICS OF TAILINGS SAND preparation
CN104803647A (en) * 2015-03-09 2015-07-29 中国十七冶集团有限公司 Masonry mortar with iron tailings substituting for partial natural sand
CN105481319A (en) * 2015-12-29 2016-04-13 青岛磊鑫混凝土有限公司 Concrete prepared from aggregate chips, iron tailing sand and polycarboxylic acid water reducing agent
CN105565742A (en) * 2015-12-29 2016-05-11 青岛磊鑫混凝土有限公司 High grade concrete prepared from stone chips, iron mine tailings and polycarboxylate superplasticizer

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Application publication date: 20111130