CN102101788A - Red mud-based fluid swelling filling material - Google Patents
Red mud-based fluid swelling filling material Download PDFInfo
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- CN102101788A CN102101788A CN2010106150790A CN201010615079A CN102101788A CN 102101788 A CN102101788 A CN 102101788A CN 2010106150790 A CN2010106150790 A CN 2010106150790A CN 201010615079 A CN201010615079 A CN 201010615079A CN 102101788 A CN102101788 A CN 102101788A
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- Prior art keywords
- component
- red mud
- filling
- filling material
- compaction material
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Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
- C04B28/10—Lime cements or magnesium oxide cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/14—Compositions 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 calcium sulfate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
- C04B40/0046—Premixtures of ingredients characterised by their processing, e.g. sequence of mixing the ingredients when preparing the premixtures
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/06—Inhibiting the setting, e.g. mortars of the deferred action type containing water in breakable containers ; Inhibiting the action of active ingredients
- C04B40/0641—Mechanical separation of ingredients, e.g. accelerator in breakable microcapsules
- C04B40/065—Two or more component mortars
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Analytical Chemistry (AREA)
- Treatment Of Sludge (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
The invention belongs to the field of mining, in particular to a red mud-based fluid swelling filling material used during filling mining. The material comprises a component A and a component B, wherein the component A comprises red mud, coal ash, a curing agent and water; the component B is a swelling agent; and during filling, the component A and the component B are mixed. The filling material can fully utilize the waste red mud, saves energy, has favorable expansibility which can reach 10-30 percent and can actively press a roof-contacted bashing, thereby effectively controlling earth surface so that the earth surface has no disturbance; the filling material also has favorable flowability and flows by itself by natural altitude difference potential energy without depending on mechanical external force; the filling material has simple manufacture steps and can meet the requirements for timely filling, full roof contact and rapid solidification; and a strip filled with the filling material can be used for effectively supporting an overlying rock layer, thereby achieving the aims of controlling the earth surface deformation and protecting ground buildings and attachments.
Description
Technical field
The present invention relates to a kind of red mud base flow volumetric expansion compaction material that in stowing method mining, uses, belong to (abbreviation " three times ") mining technique field under buildings, water body, the railway.
Background technology
There are abundant Mineral resources in China, and reserves are at the forefront in the world.Buildings, water body and railway, super highway that One's name is legion is arranged above mineral reserve, each mining area all exist " three times " to press the problem of Mineral resources to some extent.For a long time, China mine " three times " mining methods mainly adopt village (cities and towns) resettlement, band, pillars of a house exploitation and this several method of filling mining.
Wherein, according to compaction material and mode of movement, the filling in mine production technique mainly contains following several:
1, dry filling: be that dry filling materials such as the piece stone that will gather, sandstone, soil, industrial residue are transported to manpower, gravity or mechanical means and treat fill area, form compressible loose pack body.Shortcomings such as such filling labour intensity is big, operating cost is high, the stope filling time is long, production efficiency is low, and filling effect is undesirable.
2, hydraulic stowing: be mine tailing to be charged into worked-out section by waterpower.Its weak point is: the compaction material of hydraulic stowing lacks cohesive characteristic, can not form the obturator of firm self-support, and stope needs a large amount of dehydrations.
3, consolidated fill: generally adopt silicate cement or other gelling material to add in the low concentration of water sandfilling material, mass concentration 60%～68% had both improved strength of filling mass, was easy to again realize carrying.But this technology in use exist slip solidify slowly, emanate layering, intensity is low and phenomenon such as inhomogeneous, but also has down-hole when dehydration gelling material and fine-grained tailing easily runs off, down-hole waste water, thin dirt are dyed environment, draining, spoil disposal expense height, problems such as the stope mining cycle is long, and production efficiency is low.
For the coal mining filling, general used filling aggregate is mainly solid waste such as coal gangue, mine tailing, river sand, soil inferior, and fines is generally flyash, blast-furnace slag etc.Its not enough outstanding behaviours is 3 problems: 1. casting resin connects the top difficulty, and filling effect is poor.Because lotion or mobile poor like the lotion slip is difficult to guarantee that filling is even, especially slip solidifies back drying shrinkage about 30%, is difficult to reach the purpose of control subsidence.2. carry the cost height.The colliery resource is the relative small range that concentrates on unlike the metal ore body, and the scope that extends in the plane is very big usually, and casting resin need be grown the distance conveying, adopts the lotion or the paste-like backfill of pumping mode certainly will increase filling cost.3. the broken cost of coal gangue increases filling cost.
Summary of the invention
According to above deficiency of the prior art, the technical problem to be solved in the present invention is: provide a kind of waste red mud, expansion filling active effective, that can solve goaf filling of can making full use of to connect top and long apart from transportation problem and can control the red mud base flow volumetric expansion compaction material of surface deformable.
The present invention also aims to provide a kind of expansion filling making method effective, the simple red mud base flow of processing step volumetric expansion compaction material.
The technical solution adopted for the present invention to solve the technical problems is: a kind of red mud base flow volumetric expansion compaction material is characterized in that: constitute by two kinds of components of A, B, wherein:
The A component is made up of by following proportioning following starting material:
Red mud 480～600kg/m
3
Flyash 180～300kg/m
3
Solidifying agent 60～100kg/m
3
Water 650～800kg/m
3
The B component is a swelling agent, and its content is 0.3～0.5kg/m
3
During filling, the A component is mixed with the B component.
Described swelling agent is an aluminium powder.When adding swelling agent, can regulate its addition according to the size of required rate of expansion, the red mud base flow volumetric expansion compaction material rate of expansion of guaranteeing to draw is 10%～30%.
Described solidifying agent is one or more in cement, lime or the terra alba.
The method for making of above-mentioned red mud base flow volumetric expansion compaction material comprises the steps:
(1) preparation A component:
A, centrotheca are prefabricated: according to flyash and water weight ratio 1: 1.3～1.35, mixing and stirring is standby;
B, the preparation of A component: the water of centrotheca, red mud, solidifying agent and residual mass is imported in the steel basin continuously, and rapid strong mixes;
(2) during filling, B component swelling agent evenly added in the A component get final product.
The rate of expansion of the red mud base flow volumetric expansion compaction material that makes according to said components and method can reach 10%～30%; this red mud base flow volumetric expansion compaction material presetting period is 1.5～2 hours; began in 2 hours to solidify; ultimate compression strength surpassed 2.5MPa in 7 days; can satisfy timely filling, fully connect the requirement of top, rapid solidification; band through the filling of this compaction material can carry out effective support to superincumbent stratum, thereby reaches the purpose of control surface deformable, protection above ground structure and dirt settling.
The waste residue of discharging when red mud is Aluminium industry extraction aluminum oxide, 1 ton of aluminum oxide of the every production of average, 1.0～2.0 tons of red muds of subsidiary generation, China is as the world the 4th big alumina producing state, the red mud of annual discharging is up to millions of tons, and a large amount of red muds can not fully effectively utilize, and can only rely on large-area stockyard to stack, take a large amount of soils, also environment has been caused serious pollution.Contain aluminum oxide and siliceous material etc. in the red mud, wherein the reaction of aluminum oxide and water generates gas, in obturator, form bubble, produce and expand, siliceous material can form the silica compound that contains crystal water as obturator, can strengthen the intensity and the water content of obturator, with the component of red mud as compaction material, can turn waste into wealth, waste is fully used, save the energy.
The beneficial effect that the present invention had is: a kind of red mud base flow volumetric expansion compaction material is provided, this compaction material can make full use of waste red mud, saved the energy, and has a good swelling property, rate of expansion can reach 10%～30%, the top tight filling worked-out section of can initiatively exerting pressure, thus the face of land effectively controlled, make the face of land not have disturbance; This compaction material also possesses good flowability, reaches gravity flow by nature discrepancy in elevation potential energy, need not rely on mechanical external force; The making step of this compaction material is simple; and the compaction material that makes was initial set in 1.5～2 hours; began in 2 hours to solidify; ultimate compression strength surpassed 2.5MPa in 7 days; can satisfy timely filling, fully connect the requirement of top, rapid solidification; band through the filling of this compaction material can carry out effective support to superincumbent stratum, thereby reaches the purpose of control surface deformable, protection above ground structure and dirt settling.
Embodiment
Further set forth the present invention below in conjunction with embodiment:
Embodiment one
1, raw material: the concrete raw material of A component is red mud 488.5Kg, flyash 188.8Kg, gypsum 5Kg, lime 75.5Kg and water 653.7Kg; B component swelling agent is aluminium powder 0.31Kg.
2, method for making: make centrotheca according to flyash and 1: 1.31 mixing and stirring of water weight ratio, then the water of centrotheca, red mud, lime and residual mass is imported in the steel basin continuously, rapid strong mixes; During filling, aluminium powder evenly added in the A component get final product.
The rate of expansion of the red mud base flow volumetric expansion compaction material that makes according to said components is 10%.The compaction material that makes was initial set in 1.5～2 hours; began in 2 hours to solidify; ultimate compression strength reached 0.4MPa in 8 hours; ultimate compression strength reached 0.7MPa in 24 hours, and ultimate compression strength reached 1.5Mpa in 72 hours, 7 days ultimate compression strength 2.6MPa; this compaction material is applied to bashing; can satisfy timely filling, fully connect the requirement of top, rapid solidification, thereby superincumbent stratum is carried out effective support, reach the purpose of control surface deformable, protection above ground structure and dirt settling.
Embodiment two
1, raw material: the concrete raw material of A component is red mud 521.5Kg, flyash 197.8Kg, cement 10.7Kg, lime 85Kg and water 682.5Kg; B component swelling agent is aluminium powder 0.46Kg.
2, method for making: make centrotheca according to flyash and 1: 1.33 mixing and stirring of water weight ratio, then in the water input steel basin with centrotheca, red mud, terra alba and residual mass, rapid strong mixes, and during filling, aluminium powder evenly added in the A component gets final product.
The rate of expansion of the red mud base flow volumetric expansion compaction material that makes according to said components is 18%.The compaction material that makes was initial set in 1.5～2 hours; began in 2 hours to solidify; ultimate compression strength reached 0.5MPa in 8 hours; ultimate compression strength reached 0.9MPa in 24 hours, and ultimate compression strength reached 1.7Mpa in 72 hours, and ultimate compression strength surpassed 2.9MPa in 7 days; this compaction material is applied to bashing; can satisfy timely filling, fully connect the requirement of top, rapid solidification, thereby superincumbent stratum is carried out effective support, reach the purpose of control surface deformable, protection above ground structure and dirt settling.
Claims (4)
1. red mud base flow volumetric expansion compaction material is characterized in that: constitutes by two kinds of components of A, B, wherein:
The A component is made up of by following proportioning following starting material:
Red mud 480～600kg/m
3
Flyash 180～300kg/m
3
Solidifying agent 60～100kg/m
3
Water 650～800kg/m
3
The B component is a swelling agent, and its content is 0.3～0.5kg/m
3
During filling, the A component is mixed with the B component.
2. red mud base flow volumetric expansion compaction material according to claim 1, it is characterized in that: described swelling agent is an aluminium powder.
3. red mud base flow volumetric expansion compaction material according to claim 1, it is characterized in that: described solidifying agent is one or more in cement, lime, the terra alba.
4. the method for making of the described red mud base flow of claim 1 a volumetric expansion compaction material is characterized in that: comprise the steps:
(1) preparation A component:
A, centrotheca are prefabricated: according to flyash and water weight ratio 1: 1.3～1.35, mixing and stirring is standby;
B, the preparation of A component: the water of centrotheca, red mud, solidifying agent and residual mass is imported in the steel basin continuously by proportioning, and rapid strong mixes;
(2) during filling, B component swelling agent evenly added in the A component get final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106150790A CN102101788B (en) | 2010-12-30 | 2010-12-30 | Red mud-based fluid swelling filling material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106150790A CN102101788B (en) | 2010-12-30 | 2010-12-30 | Red mud-based fluid swelling filling material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102101788A true CN102101788A (en) | 2011-06-22 |
| CN102101788B CN102101788B (en) | 2013-11-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010106150790A Expired - Fee Related CN102101788B (en) | 2010-12-30 | 2010-12-30 | Red mud-based fluid swelling filling material |
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| CN (1) | CN102101788B (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103130485A (en) * | 2013-03-21 | 2013-06-05 | 淄博品石充填剂技术有限公司 | Non-dehydration micro-expansive whole-tailing filling consolidation agent and preparation method thereof |
| CN103130434A (en) * | 2011-11-28 | 2013-06-05 | 河南理工大学 | Method for preparing mine fill by utilizing Bayer process red mud |
| CN104016635A (en) * | 2014-05-30 | 2014-09-03 | 山东安实绿色开采技术发展有限公司 | Filling material used for mining remained gateway along goafs |
| CN104446296A (en) * | 2014-11-17 | 2015-03-25 | 山西晋煤集团技术研究院有限责任公司 | Filling material prepared from all industrial solid wastes and preparation method of filling material |
| CN105152595A (en) * | 2015-07-29 | 2015-12-16 | 兰州有色冶金设计研究院有限公司 | Shock-absorption expansion filling material used for filling deep goaf and preparation method |
| CN106278070A (en) * | 2016-08-12 | 2017-01-04 | 刘兴才 | A kind of novel slurry filling filler |
| CN106587850A (en) * | 2016-12-26 | 2017-04-26 | 山东省交通科学研究院 | Light rolling-free abutment backfilling material and preparation method thereof |
| CN108101484A (en) * | 2017-12-26 | 2018-06-01 | 山西工程技术学院 | / structures reinforcement material is built in a kind of underground |
| CN112047656A (en) * | 2020-09-17 | 2020-12-08 | 淄博云鹤彩色水泥有限公司 | Preparation method of expanding agent prepared from waste materials |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1186899A (en) * | 1997-01-03 | 1998-07-08 | 长沙矿山研究院 | Mine filling cementing agent |
| CN101691291A (en) * | 2009-09-29 | 2010-04-07 | 北京科技大学 | Method for producing pasty unclassified tailing filling materials containing red mud |
| CN101792291A (en) * | 2010-01-25 | 2010-08-04 | 淄博市王庄煤矿 | High-water expansion filling material |
-
2010
- 2010-12-30 CN CN2010106150790A patent/CN102101788B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1186899A (en) * | 1997-01-03 | 1998-07-08 | 长沙矿山研究院 | Mine filling cementing agent |
| CN101691291A (en) * | 2009-09-29 | 2010-04-07 | 北京科技大学 | Method for producing pasty unclassified tailing filling materials containing red mud |
| CN101792291A (en) * | 2010-01-25 | 2010-08-04 | 淄博市王庄煤矿 | High-water expansion filling material |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103130434A (en) * | 2011-11-28 | 2013-06-05 | 河南理工大学 | Method for preparing mine fill by utilizing Bayer process red mud |
| CN103130485A (en) * | 2013-03-21 | 2013-06-05 | 淄博品石充填剂技术有限公司 | Non-dehydration micro-expansive whole-tailing filling consolidation agent and preparation method thereof |
| CN104016635A (en) * | 2014-05-30 | 2014-09-03 | 山东安实绿色开采技术发展有限公司 | Filling material used for mining remained gateway along goafs |
| CN104016635B (en) * | 2014-05-30 | 2016-01-27 | 山东安实绿色开采技术发展有限公司 | A kind of mining gob-side entry retaining compaction material |
| CN104446296A (en) * | 2014-11-17 | 2015-03-25 | 山西晋煤集团技术研究院有限责任公司 | Filling material prepared from all industrial solid wastes and preparation method of filling material |
| CN105152595A (en) * | 2015-07-29 | 2015-12-16 | 兰州有色冶金设计研究院有限公司 | Shock-absorption expansion filling material used for filling deep goaf and preparation method |
| CN106278070A (en) * | 2016-08-12 | 2017-01-04 | 刘兴才 | A kind of novel slurry filling filler |
| CN106587850A (en) * | 2016-12-26 | 2017-04-26 | 山东省交通科学研究院 | Light rolling-free abutment backfilling material and preparation method thereof |
| CN106587850B (en) * | 2016-12-26 | 2019-08-16 | 山东省交通科学研究院 | Lightweight is exempted to roll backfilling materials behind abutments and preparation method thereof |
| CN108101484A (en) * | 2017-12-26 | 2018-06-01 | 山西工程技术学院 | / structures reinforcement material is built in a kind of underground |
| CN112047656A (en) * | 2020-09-17 | 2020-12-08 | 淄博云鹤彩色水泥有限公司 | Preparation method of expanding agent prepared from waste materials |
| CN112047656B (en) * | 2020-09-17 | 2022-05-20 | 淄博云鹤彩色水泥有限公司 | Preparation method of expanding agent prepared from waste materials |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102101788B (en) | 2013-11-27 |
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| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: ZIBO WANGZHUANG COAL MINE CO., LTD. Free format text: FORMER NAME: ZIBO WANGZHUANG COAL MINE |
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| CP01 | Change in the name or title of a patent holder |
Address after: 255400 No. 898, Linzi Avenue, Linzi District, Shandong, Zibo Patentee after: Zibo Wang Zhuang Coal Mine Co., Ltd. Address before: 255400 No. 898, Linzi Avenue, Linzi District, Shandong, Zibo Patentee before: Zibo Wangzhuang Coal Mine |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131127 Termination date: 20171230 |
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| CF01 | Termination of patent right due to non-payment of annual fee |