CN108191349A - A kind of filler for being suitable for discarded underground people's air defense hole processing and preparation method thereof - Google Patents
A kind of filler for being suitable for discarded underground people's air defense hole processing and preparation method thereof Download PDFInfo
- Publication number
- CN108191349A CN108191349A CN201810185296.7A CN201810185296A CN108191349A CN 108191349 A CN108191349 A CN 108191349A CN 201810185296 A CN201810185296 A CN 201810185296A CN 108191349 A CN108191349 A CN 108191349A
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- Prior art keywords
- parts
- air defense
- filler
- cement
- underground people
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- 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.)
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Classifications
-
- 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
- C04B28/04—Portland 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00663—Uses not provided for elsewhere in C04B2111/00 as filling material for cavities or the like
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/2015—Sulfate resistance
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/20—Mortars, concrete or artificial stone characterised by specific physical values for the density
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
Abstract
The invention discloses a kind of fillers of discarded underground people's air defense hole processing and preparation method thereof, and feature is made of following raw material and its weight number:40 60 parts of cement, 15 35 parts of solid waste, 0.5 2 parts of hydrophober, 0.1 0.3 parts of plasticiser, 0.05 0.5 parts of 21.5 36.5 parts of water and foaming agent, also disclose the preparation method of the filler, this method includes cement based sizing Concrete Mixing Station and prepares and transport, it is prepared by engineering site foam, cement based sizing is mixed with the scene of foam, advantage is to improve strength of filling mass, improve filling effect, effectively interference of the control to surrounding buildings, reduce construction environment pollution, maximally utilize solid waste, reduce filling cost, with very extensive application value.
Description
Technical field
The invention belongs to underground engineering technical fields, are suitable for filling for discarded underground people's air defense hole processing more particularly, to a kind of
Filling chock material and preparation method thereof.
Background technology
In sandstone industry, steel industry, a large amount of solid waste --- the mountain flour of mechanism sandstone production discharge and combustion
The sintering desulfuration lime-ash of coal burning boiler discharge is all outdoor stockpiling mostly, not only occupied ground, but also can cause environmental pollution.This
The processing and utilization of a little solid waste are the practical problems that must currently solve.
The end of the sixties, the beginning of the seventies, for the call of response " deep-cut hole, extensively store up grain, prepare against war and natural disasters ", China cities and towns start
Build the mass movement in bomb shelter.The construction of these underground people's air defense holes is random very big, and quality is not also high, in addition older aging, greatly
Approached is scrapped or has been scrapped more.At the same time, with the continuous propulsion of Development of China's Urbanization, it is difficult to avoid ground some buildings,
Rail traffic main line and urban road pass through these discarded underground people's air defense holes, are controlled if not discarding underground people's air defense hole to these
Reason, easily causes the serious consequences such as surface collapse.
Currently to the processing in discarded underground people's air defense hole, optionally use and beat digging up and filling in or using envelope storehouse method for strengthening or top
Method for strengthening or placement method are supportted by bomb shelter packing, wherein the most extensive with placement method.Traditional filler is with sand, mixed
Based on solidifying soil, mortar and cement base injection slurry.104099943 A of patent CN disclose " diaphram wall and discarded underground people's air defense
Engineering intersects processing method ", wherein people's air defense both ends is taken to block the deeper people's air defense hole of buried depth, intermediate perfusion mortar blocks
After hole backfill is closely knit, then the periphery soil body is further reinforced with high-pressure rotary jet grouting pile.103275460 A of patent CN disclose a kind of " people
Anti- plugging material, subway people's air defense reserving hole plugging structure and method for blocking ", wherein people's air defense plugging material are used by asphalt mixtures modified by epoxy resin
Fat, curing agent and building block filler hybrid modulation and cure, and subway people's air defense reserving hole plugging structure is reserved by being plugged in
The high intensity plugging material at hole both ends and intermediate fire prevention calking are formed.However, underground people's air defense hole is mostly in main city zone traffic
In the side ground of thoroughfare or residential building, it is necessary first to especially pay attention to disturbing influence of the filling construction to surrounding enviroment;Secondly, ground
Narrow space in lower people's air defense hole, construction channel set up difficulty, and need to consider that obturation is subjected to underground water for a long time in military service process
Immersion or drying and watering cycle.Thus, the above-mentioned published patent is not paid attention to filler and is filled out not fully for underground people's air defense hole feature
Fill rate and durability.
Invention content
The technical problems to be solved by the invention be to provide a kind of good fluidity, pack effectiveness are high, durability is good, it is sharp useless and
Neighboring buildings are disturbed with small filler for being suitable for discarded underground people's air defense hole processing and preparation method thereof.
Technical solution is used by the present invention solves above-mentioned technical problem:One kind is suitable for discarded underground people's air defense hole and handles
Filler, be made of following raw material and its parts by weight:40-60 parts of cement, 15-35 parts of solid waste, hydrophober
0.05-0.5 parts of 0.6-2 parts, 0.1-0.3 parts of plasticiser, 21.5-59 parts of water and foaming agent.
The cement is not less than 42.5 grades of common portland cement for strength grade;The hydrophober is white powder
Last shape calcium stearate;The plasticiser be solid content be 40% and water-reducing rate be more than 25% poly carboxylic acid series water reducer;It is described
Foaming agent be commercially available composite foamable agent.
The solid waste for sintering desulfuration lime-ash either tufa stone original state mountain flour or by sintering desulfuration lime-ash and
Tufa stone original state mountain flour is by the mixture that mass ratioes is waited to mix, the sintering desulfuration lime-ash and the tufa stone original state
Mountain flour is the powder that 200 mesh percent of pass are more than 95%.
The sintering desulfuration lime-ash that the sintering desulfuration lime-ash is given off by steel industry;The tufa stone original state stone
The tufa stone original state mountain flour that powder is discharged by mechanism sandstone industry,
The preparation method of the filler for being suitable for discarded underground people's air defense hole processing, includes the following steps:
(1)Cement based sizing prepares and transport:In parts by weight by 40-60 parts of cement, 15-35 parts of solid waste, hydrophober
20-35 parts of 0.5-2 parts, 0.1-0.3 parts of plasticiser and water mix in Concrete Mixing Station, and cement is made in stirring 3-5min
After based sizing, transported using mortar stirring tank vehicle to discarded underground people's air defense hole engineering site, it is spare;
(2)It is prepared by engineering site foam:In discarded underground people's air defense hole, engineering site uses foaming machine compressed air, and will compression
Air and frothing solution mixing, it is spare to be made foam, and wherein frothing solution composition is in parts by weight by 1.5 parts of water and foaming agent
0.05-0.5 parts are uniformly mixed formation;
(3)Cement based sizing is mixed with the scene of foam:It will(1)In step gained cement based sizing with(2)It is formed in step
Foam uniformly mix, formed filler.
Compared with prior art, the advantage of the invention is that:
1st, strength of filling mass is improved, improves filling effect, improves durability, and effectively control the interference to surrounding buildings,
750 ~ 850kg/m of its dry density3, 28d intensity >=3MPa, water absorption rate≤20%, 28d coefficient of softing >=0.75, resisting erosion of sulfate
Performance >=KS90, drying shrinkage value≤0.75mm/m;
2. reducing construction personnel in underground and the operation intensity of small space, security risk is reduced;
3. avoiding the mix of engineering site foam concrete siccative, dust emission in engineering is reduced;
4. tufa stone mountain flour that mechanism sandstone discharges, steel industry flue gas sintering desulfuration lime-ash are introduced into filler, it is
Recycling for solid waste provides path, reduces the pollution of environment;And these solid waste have lateral reactivity,
Activity activator method has thermal activation, chemical activation etc., and the present invention utilizes underground people's air defense hole enclosure space, the packing material prepared
The characteristics of good heat preservation performance, carries out thermal activation, so as to not using hydrated cementitious accumulation heat in packing material to solid waste
It needs in the case of additionally adding active stimulator, the heat thermal activation solid that hydrated cementitious is released when realizing engineering site filling gives up
Gurry promotes solid waste activity;Meanwhile the expansion sources provided using desulfurization ash, under without using swelling agent, compensation is filled
The contraction of body is filled out, raising connects top rate.
In conclusion a kind of filler for being suitable for discarded underground people's air defense hole processing of the present invention and preparation method thereof, knot
Discarded underground people's air defense hole engineering characteristic is closed, the filler suitable for discarded underground people's air defense hole processing is had developed, reduces cement and use
Amount largely dissolves solid waste, reduces filling cost, improves strength of filling mass, improves filling effect, promotes the resistance to of obturation
Long property, effectively interference of the control to surrounding buildings, has very extensive application value.
Specific embodiment
The present invention is described in further detail with reference to embodiments.
In example below, common portland cement derives from Ningbo Shun Jiang Cement Co., Ltds;Tufa stone original state mountain flour
It is built from Xiangshan along building stones Co., Ltd;Sintering desulfuration lime-ash derives from Ningbo Iron and Steel Co;Calcium stearate derives from
Shanghai Bei Te Chemical Co., Ltd.s;Plasticiser derives from Ningbo Run Xin concrete admixtures Co., Ltd;Blowing agent source is in river
The HTW-1 type composite foamable agents that building materials development corporation, Ltd. of Nanhua Thailand provides.
Embodiment 1
The present embodiment provides a kind of filler of discarded underground people's air defense hole processing and its weight fraction is:40 parts of cement is consolidated
35 parts of body waste, 0.6 part of hydrophober, 0.1 part of plasticiser, 21.5 parts of water, 0.05 part of foaming agent.
Above-mentioned cement is 42.5 Portland cements of P.O;
Gains of the sintering desulfuration lime-ash that above-mentioned solid waste is discharged by steel industry after ball mill grinding, 200 mesh
Percent of pass is more than 95%;
Above-mentioned hydrophober living is commercially available calcium stearate, is white powder;
Above-mentioned plasticiser is poly carboxylic acid series water reducer, and solid content 40%, water-reducing rate is more than 25%;
Above-mentioned foaming agent is commercially available composite foamable agent.
The preparation method of discarded underground people's air defense hole filler described in the present embodiment, its step are as follows:
(1)Cement based sizing prepares and transport:By the cement of above-mentioned parts by weight, solid waste, hydrophober, plasticiser and water
It mixed in Concrete Mixing Station, stir 3-5min, after cement based sizing is made, transported using mortar stirring tank vehicle to useless
Underground people's air defense hole engineering site is abandoned, it is spare;
(2)It is prepared by engineering site foam:In discarded underground people's air defense hole, engineering site uses foaming machine(Such as HT-60 types, Henan China
Safe new material Science and Technology Co., Ltd.)Compressed air, and compressed air is mixed with frothing solution, it is spare to be made foam,
Middle frothing solution composition is to be uniformly mixed and form frothing solution 0.05 part of 1.5 parts of parts by weight water and foaming agent;
(3)Cement based sizing is mixed with the scene of foam:It will(1)In step gained cement based sizing with(2)It is formed in step
Foam uniformly mix, formed filler.
Embodiment 2
With above-described embodiment 1, difference lies in:Filler and its weight fraction are:60 parts of cement, 15 parts of solid waste,
1.5 parts of hydrophober, 0.2 part of plasticiser, 26.5 parts of water, 0.2 part of foaming agent.Wherein solid waste is discharged for mechanism sandstone industry
Acquisition object of the original state mountain flour after ball mill grinding, 200 mesh percent of pass are more than 95%.
Preparation methods steps(2)Middle frothing solution composition is, by the 0.2 part of mixing of 1.5 parts of parts by weight water and foaming agent
It is formed uniformly frothing solution.
Embodiment 3
With above-described embodiment 1, difference lies in:Filler and its weight fraction are:50 parts of cement, 30 parts of solid waste,
2 parts of hydrophober, 0.3 part of plasticiser, 36.5 parts of water, 0.5 part of foaming agent.The burning that wherein solid waste is discharged by steel industry
Tie desulfurization ash and the tufa stone original state mountain flour in parts by weight 1 of mechanism sandstone industry discharge:Through ball mill grinding after 1 mixing
Gains, 200 mesh percent of pass are more than 95%;
Preparation methods steps(2)Middle frothing solution composition is to be uniformly mixed 0.3 part of 1.5 parts of parts by weight water and foaming agent
Form frothing solution.
Experimental example
According to《Highway engineering foam concrete application technology specification》(DB33T996-2015), to filler of the invention
Fluidity, wet density, dry density, 28d compression strength, water absorption rate and coefficient of softing are tested;It uses for reference《Normal concrete is long-term
Performance and endurance quality experimental method standard》(GB/T 50082), resisting erosion of sulfate grade, dry contraction to filler
Value is tested;The performance test results of above-described embodiment are as shown in the table:
Above description is not limitation of the present invention, and the present invention is also not limited to the example above.The art it is common
Technical staff is in the essential scope of the present invention, the variations, modifications, additions or substitutions made, should also belong to the protection of the present invention
Range.
Claims (5)
1. a kind of filler for being suitable for discarded underground people's air defense hole processing, it is characterised in that mainly by following raw material and its weight
Number forms:40-60 parts of cement, 15-35 parts of solid waste, 0.6-2 parts of hydrophober, 0.1-0.3 parts of plasticiser, water 21.5-
59 parts and 0.05-0.5 parts of foaming agent.
2. a kind of filler for being suitable for discarded underground people's air defense hole processing according to claim 1, it is characterised in that:Institute
The cement stated is not less than 42.5 grades of common portland cement for strength grade;The hydrophober is white powder stearic acid
Calcium;The plasticiser be solid content be 40% and water-reducing rate be more than 25% poly carboxylic acid series water reducer;The foaming agent is
Commercially available composite foamable agent.
3. a kind of filler for being suitable for discarded underground people's air defense hole processing according to claim 1, it is characterised in that:Institute
The solid waste stated is sintering desulfuration lime-ash either tufa stone original state mountain flour or by sintering desulfuration lime-ash and tufa stone original state
By the mixture that mass ratioes is waited to mix, the sintering desulfuration lime-ash and the tufa stone original state mountain flour are mountain flour
200 mesh percent of pass are more than 95% powder.
4. a kind of filler for being suitable for discarded underground people's air defense hole processing according to claim 3, it is characterised in that:Institute
The sintering desulfuration lime-ash that the sintering desulfuration lime-ash stated is given off by steel industry;The tufa stone original state mountain flour is Machine-made Sand
The tufa stone original state mountain flour that stone industry is discharged.
5. a kind of system of filler for being suitable for discarded underground people's air defense hole processing according to any one of claim 1-4
Preparation Method, it is characterised in that include the following steps:
(1)Cement based sizing prepares and transport:In parts by weight by 40-60 parts of cement, 15-35 parts of solid waste, hydrophober
20-35 parts of 0.5-2 parts, 0.1-0.3 parts of plasticiser and water mix in Concrete Mixing Station, and cement is made in stirring 3-5min
After based sizing, transported using mortar stirring tank vehicle to discarded underground people's air defense hole engineering site, it is spare;
(2)It is prepared by engineering site foam:In discarded underground people's air defense hole, engineering site uses foaming machine compressed air, and will compression
Air and frothing solution mixing, it is spare to be made foam, and wherein frothing solution composition is in parts by weight by 1.5 parts of water and foaming agent
0.05-0.5 parts are uniformly mixed formation;
(3)Cement based sizing is mixed with the scene of foam:It will(1)In step gained cement based sizing with(2)It is formed in step
Foam uniformly mix, formed filler.
Priority Applications (1)
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CN201810185296.7A CN108191349A (en) | 2018-03-07 | 2018-03-07 | A kind of filler for being suitable for discarded underground people's air defense hole processing and preparation method thereof |
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CN201810185296.7A CN108191349A (en) | 2018-03-07 | 2018-03-07 | A kind of filler for being suitable for discarded underground people's air defense hole processing and preparation method thereof |
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CN201810185296.7A Pending CN108191349A (en) | 2018-03-07 | 2018-03-07 | A kind of filler for being suitable for discarded underground people's air defense hole processing and preparation method thereof |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112851207A (en) * | 2020-12-04 | 2021-05-28 | 广东盛瑞科技股份有限公司 | Foam light soil material for waste civil air defense engineering and on-site preparation method thereof |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5494514A (en) * | 1994-06-14 | 1996-02-27 | Goodson & Associates, Inc. | Weather resistant soil cement |
CN105000845A (en) * | 2015-06-29 | 2015-10-28 | 河南华泰建材开发有限公司 | Light foamed soil for abutment back backfilling and construction method |
CN106746818A (en) * | 2016-12-29 | 2017-05-31 | 宁波工程学院 | A kind of concrete admixture, preparation method and the concrete containing the admixture |
-
2018
- 2018-03-07 CN CN201810185296.7A patent/CN108191349A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5494514A (en) * | 1994-06-14 | 1996-02-27 | Goodson & Associates, Inc. | Weather resistant soil cement |
CN105000845A (en) * | 2015-06-29 | 2015-10-28 | 河南华泰建材开发有限公司 | Light foamed soil for abutment back backfilling and construction method |
CN106746818A (en) * | 2016-12-29 | 2017-05-31 | 宁波工程学院 | A kind of concrete admixture, preparation method and the concrete containing the admixture |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112851207A (en) * | 2020-12-04 | 2021-05-28 | 广东盛瑞科技股份有限公司 | Foam light soil material for waste civil air defense engineering and on-site preparation method thereof |
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Address after: 315016 Fenghua Road, Jiangbei District, Ningbo, Zhejiang 201 Applicant after: Ningbo University of Technology Address before: 315016 Cui Bai Road, Haishu District, Ningbo, Zhejiang Province, No. 89 Applicant before: Ningbo University of Technology |
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Application publication date: 20180622 |