CN109095847A - A kind of method soft or hard rock compound rock stratum analog material and soft or hard rock is prepared using the analog material - Google Patents

A kind of method soft or hard rock compound rock stratum analog material and soft or hard rock is prepared using the analog material Download PDF

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Publication number
CN109095847A
CN109095847A CN201810923225.2A CN201810923225A CN109095847A CN 109095847 A CN109095847 A CN 109095847A CN 201810923225 A CN201810923225 A CN 201810923225A CN 109095847 A CN109095847 A CN 109095847A
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parts
rock
soft
hard rock
analog material
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CN109095847B (en
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蒋毅
张兴杰
张雷
史文政
袁强
曹文昭
陶宇
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Metallurgical Construction Research Institute (shenzhen) Co Ltd
Central Research Institute of Building and Construction Co Ltd MCC Group
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Metallurgical Construction Research Institute (shenzhen) Co Ltd
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    • 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
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00991Uses not provided for elsewhere in C04B2111/00 for testing
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

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  • 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 method that the present invention discloses a kind of compound rock stratum analog material of soft or hard rock and prepares soft or hard rock using the analog material, wherein, hard rock analog material includes the following component of weight proportion: cement: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts and rubber powder: 1-2 parts;Softrock-like material includes the following component of weight proportion: cement: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts and rubber powder: 2-4 parts.Mechanical strength variation range using the compound rock stratum of analog material preparation of the invention is big, can reach 10~50MPa, and mechanics parameter is easy to adjust, brittleness is relatively strong, stable mechanical property, can simulate the Composite rockmass of a variety of mechanical strengths.The analog material that the present invention uses is from a wealth of sources, low in cost, easy to process.

Description

A kind of compound rock stratum analog material of soft or hard rock and soft or hard rock is prepared using the analog material Method
Technical field
The present invention discloses a kind of compound rock stratum analog material and application method, especially a kind of compound rock stratum of soft or hard rock are similar Material and the method for preparing soft or hard rock using the analog material, belong to ground, geomechanics model analog material field.
Background technique
In geotechnical engineering and Geological Engineering field, the soft or hard compound rock stratum of rock is a kind of Rock And Soil frequently encountered or geology Body, physico-mechanical properties bring significant challenge to engineering construction.Since true compound formation sample is difficult to acquire, learn Persons generally use the physico-mechanical properties for preparing model sample to study compound rock stratum, and the key of model sample preparation is Choose suitable analog material.The characteristics of compound rock stratum is that the mechanical strength difference of soft rock and hard rock is obvious enough, while pressing layer Shape feature is formed by stacking.
Current soft or hard rock compound rock stratum analog material field, the substantially method without special analog composite formation sample.It is existing Have in technology, the preparation method of similar related analog material, such as: the patent application document of Publication No. CN104003655A is public A kind of brittle rock analog material and preparation method thereof is opened, which can simulate the brittleness rock of different physical and mechanical parameters Stone, but the mechanical strength range of the analog sample of this method production is only 0.3~2.5MPa, it is strong with the mechanics of true brittle rock It is more significant to spend difference.The patent application document of Publication No. CN101407397A discloses a kind of modified similar material and its preparation Method, using rubber powder as modified component, made model sample stable mechanical property can satisfy similar test and want for the invention It asks, is suitble to do linear elastic model, but the invention does not suggest that the analog material production method of compound formation model sample.In addition, The patent application document of Publication No. CN103130459A discloses a kind of high-compressibility scale model soil for simulating soft soil foundation; The patent application document of Publication No. CN102955168A discloses a kind of seismic physical reservoir model and preparation method thereof and answers With.Although above-mentioned patent all utilizes analog material, it is not directed to the preparation of compound formation model sample.
Summary of the invention
For asking for the analog material without the compound rock stratum preparation of associated analog in the prior art and method mentioned above Topic, the present invention provide a kind of compound rock stratum analog material of soft or hard rock and the method for preparing soft or hard rock using the analog material, adopt With special analog material formula, it can make that mechanical strength is high, mechanics parameter is easy to adjust, brittleness is relatively strong, stable mechanical property Composite rockmass.
The technical solution used to solve the technical problems of the present invention is that: a kind of soft or hard compound rock stratum analog material of rock, it is similar Material includes hard rock analog material and softrock-like material,
The hard rock analog material includes the following component of weight proportion: cement: 80-100 parts, kaolin: 10-20 Part, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts and rubber powder: 1-2 parts;
The softrock-like material includes the following component of weight proportion: cement: 50-70 parts, kaolin: 30-40 parts, Quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts and rubber powder: 2-4 parts.
A method of hard rock being prepared using such as above-mentioned analog material, this method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein Cement: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts, rubber Powder: 1-2 parts, water: 60-80 parts;
(2), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe and rubber powder are poured into blender, fully mixed It is even, form solid mixture;
(3), solid mixture is persistently stirred, while slowly equably pouring into water in solid mixture, is fully mixed It is even, form the mixture mixed;
(4), the mixture mixed is placed in mold, puts and vibrate on a vibration table, is vibrated using concrete vibrating stand, Bubble in mixture is shaken out, time of vibration is 5~8 minutes;
(5), water conservation is placed 12~24 hours, it is made to complete initial set;
(6), the concrete curing chamber for being put into constant temperature and humidity maintains 14~28 days, and last demoulding forms.
A method of soft rock being prepared using such as above-mentioned analog material, this method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein Cement: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts, rubber powder: 2-4 parts, water: 80-100 parts;
(2), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe and rubber powder are poured into blender, fully mixed It is even, form solid mixture;
(3), it is persistently stirred material, while slowly equably pouring into water in solid mixture, is fully mixed uniformly, shape At the mixture mixed;
(4), the mixture mixed is placed in mold, puts and vibrate on a vibration table, is vibrated using concrete vibrating stand, Bubble in mixture is shaken out, time of vibration is 8~12 minutes;
(5), water conservation is placed 12~24 hours, it is made to complete initial set;
(6), the concrete curing chamber for being put into constant temperature and humidity maintains 14~28 days, and last demoulding forms.
A method of soft or hard rock being prepared using such as above-mentioned analog material, this method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein
When preparing hard rock analog material, cement: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts, rubber powder: 1-2 parts, water: 60-80 parts;
When preparing softrock-like material, cement: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5- 8 parts, blanc fixe: 5-8 parts, rubber powder: 2-4 parts, water: 80-100 parts;
(2), respectively by cement, the kaolin, quartz in the analog material for preparing hard rock and the analog material for preparing soft rock Sand, Iron Ore Powder, blanc fixe and rubber powder pour into blender, fully mix uniformly, are respectively formed hard rock solid mixture and soft Rock solid mixture;
(3), hard rock solid mixture and soft rock solid mixture are persistently stirred respectively, while slowly equably distinguishing water It pours into hard rock solid mixture and soft rock solid mixture, fully mixes uniformly, be respectively formed the hard rock mixture mixed With soft rock mixture;
(4), the hard rock mixture mixed is placed in mold, puts and vibrate on a vibration table, utilizes concrete vibrating stand Oscillation, the bubble in mixture is shaken out, and time of vibration is 5~8 minutes;Or the soft rock mixture mixed is placed in mold In, it puts and vibrates on a vibration table, vibrated using concrete vibrating stand, the bubble in mixture is shaken out, time of vibration is 8~12 Minute;
(5), it places 30~60 minutes, hard rock or soft rock is made tentatively to reach initial set;
(6), the soft rock mixed or hard rock mixture are put in above hard rock or soft rock after initial set, are placed on shake table Oscillation 2~3 times, every time vibrate 2~3 minutes, twice oscillation between interval time be 2~3 minutes, repeat step (6) once with On, form the soft or hard rock complex of stratiform;
(7), water conservation is placed 12~24 hours, it is made to complete initial set;
(8), the concrete curing chamber for being put into constant temperature and humidity maintains 14~28 days, and last demoulding forms.
A kind of soft rock, hard rock or soft or hard rock using such as above-mentioned method preparation.
The technical scheme adopted by the invention to solve the technical problem further comprises:
The kaolin is the pure white kaolin of 4000 mesh of fineness or more.
The quartz sand is the quartz sand of fineness 10-200 mesh.
The iron ore powder fineness is 200-400 mesh.
The blanc fixe is 10-80 mesh blanc fixe.
The rubber powder is 40~80 mesh modified rubber powders, and rubber powder is handled through the NaOH solution that concentration is 1%~5% It impregnates 45~90 minutes, is then rinsed with clear water, be put in ventilation natural air drying, processing is modified to it.
The beneficial effects of the present invention are: the mechanical strength of the compound rock stratum prepared using analog material of the invention changes model It encloses greatly, can reach 10~50MPa, mechanics parameter is easy to adjust, brittleness is relatively strong, stable mechanical property, can simulate a variety of mechanics The Composite rockmass of intensity.The analog material that the present invention uses is from a wealth of sources, low in cost, easy to process.
Below in conjunction with the drawings and specific embodiments, the present invention will be further described.
Detailed description of the invention
Fig. 1 is the stress-strain curve of present invention simulation hard rock;
Fig. 2 is the stress-strain curve of present invention simulation soft rock;
Fig. 3 is the stress-strain curve of analog composite rock stratum of the present invention.
Specific embodiment
The present embodiment is the preferred embodiment for the present invention, other its all principles and basic structure are identical or close as the present embodiment As, within that scope of the present invention.
Heretofore described soft rock, hard rock are not the soft rocks defined on engineering discipline according to uniaxial compressive strength and hard Rock, but just divided relatively according to intensity, in the present invention when the uniaxial compressive strength of hard rock is greater than one times of soft rock or more, The two can be divided into soft rock, hard rock, the two is stacked by horizontal layer or inclination stratiform and becomes composite rock layer.
The present invention mainly protects a kind of analog material that can simulate the compound rock stratum of soft or hard rock, and analog material includes hard rock phase Like material and softrock-like material,
The hard rock analog material includes the following component of weight proportion: cement: 80-100 parts, kaolin: 10-20 Part, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts and rubber powder: 1-2 parts;
The softrock-like material includes the following component of weight proportion: cement: 50-70 parts, kaolin: 30-40 parts, Quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts and rubber powder: 2-4 parts.
In the present embodiment, the cement used can be the commercially available portland cement with various different labels, cement grade Generally 32.5,32.5R, 42.5,42.5R, 52.5,52.5R, 62.5 etc., R represent early-strength, and label is strength of cement index, I.e. label is higher, and the strength of cement after condensation is also higher.Either hard rock or soft rock, cement additional amount is more, after condensation Intensity it is also higher;
In the present embodiment, for the kaolin used for pure white kaolin more than 4000 mesh of fineness, kaolin is soft component, Kaolin is added, the sample strength after making condensation is lower;
In the present embodiment, for the quartz sand used for the quartz sand of fineness 10-200 mesh, specific mesh number can be according to simulated rock Stone type and choose, since kaolinic particle is very thin, the sample of it and cement production systD can only simulate the rock of mud stone one kind, because This quartz sand can be used as coarse aggregate to treat, and can simulate siltstone or even packsand sample, and mesh number is higher, the quartz represented Particle is thinner.It, must be using the quartz sand of 10 mesh (grain diameter of corresponding 2mm) if wanting to simulate packsand.10-200 mesh is corresponding Be siltstone (200 mesh are 0.075mm, the exactly boundary of siltstone partial size (2-0.075mm)), therefore, how mesh number is selected It selects and depends on rock type to be simulated;
In the present embodiment, the Iron Ore Powder used is magnetite concentrate powder, and iron ore powder fineness is 200-400 mesh, Iron Ore Powder It is added to improve the severe of sample namely the density of sample, additional amount is more, and the severe of sample is higher;
In the present embodiment, for the blanc fixe used for 10-80 mesh blanc fixe, blanc fixe is added to raising sample The severe of product namely the density of sample, additional amount is more, and the severe of sample is higher;
In the present embodiment, for the rubber powder used for 40~80 mesh modified rubber powders, rubber powder is 1%~5% through concentration NaOH solution processing is impregnated about 45~90 minutes, is then rinsed with clear water, is put in ventilation natural air drying, place is modified to it It manages, in the present embodiment, the clear water used is city tap-water or pure thorough underground water.
The present invention protects a kind of method for preparing hard rock using the analog material simultaneously, and this method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein Cement: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts, rubber Powder: 1-2 parts, water: 60-80 parts;
(2), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe and rubber powder are poured into blender, fully mixed It is even, solid mixture is formed, in the present embodiment, mixing time is 5-8 minutes;
(3), solid mixture is persistently stirred, while slowly equably pouring into water in solid mixture, is fully mixed It is even, it forms the mixture mixed, in the present embodiment, whole water is even added to solid mixture with 3~6 minutes In, then persistently stir 8~12 minutes.
(4), the mixture mixed is placed in mold, puts and vibrate on a vibration table, is vibrated using concrete vibrating stand, Bubble in mixture is shaken out, time of vibration is 5~8 minutes, in vibration processes, specific to need by overflowing in observation mixture How much bubble out determines duration of oscillation, and usually to overflow when being only no more than a bubble in 30 seconds, as oscillation is completed, It the normal vibration time 5~8 minutes can meet demand;
(5), then (water conservation refers to that sample is constantly in the state being immersed in water, and guarantees that sample is unable to water shortage appearance for water conservation Crackle generallys use the mode for periodically spraying or impregnating) it places 12~24 hours, so that it is completed initial set;
(6), the concrete for being put into constant temperature and humidity (in the present embodiment, temperature is 16-24 degree, 95% or more relative humidity) is supported It protects room to maintain 14~28 days, last demoulding, that is, plastic.
For the hard rock load-deformation curve of simulation as shown in Figure 1, compared with the mechanical property of true hard rock, mechanical strength is full Sufficient test requirements document.
The present invention protects a kind of method for preparing soft rock using the analog material simultaneously, and this method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein Cement: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts, rubber powder: 2-4 parts, water: 80-100 parts;
(2), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe and rubber powder are poured into blender, fully mixed Even, mixing time is 6-10 minutes, forms solid mixture;
(3), it is persistently stirred material, while slowly equably pouring into water in solid mixture, is fully mixed uniformly, shape At the mixture mixed, in the present embodiment, whole water is even added in solid mixture with 4~8 minutes, so It persistently stirs 10~15 minutes afterwards.
(4), the mixture mixed is placed in mold, puts and vibrate on a vibration table, is vibrated using concrete vibrating stand, Bubble in mixture is shaken out, time of vibration is 8~12 minutes, specific to need the bubble by overflowing in observation mixture more Few to determine duration of oscillation, usually to overflow when being only no more than a bubble in 30 seconds, as oscillation is completed, when normal vibration Between 8~12 minutes can meet demand;
(5), then (water conservation refers to that sample is constantly in the state being immersed in water, and guarantees that sample is unable to water shortage appearance for water conservation Crackle generallys use the mode for periodically spraying or impregnating) it places 12~24 hours, so that it is completed initial set;
(6), the concrete for being put into constant temperature and humidity (in the present embodiment, temperature is 16-24 degree, 95% or more relative humidity) is supported It protects room to maintain 14~28 days, last demoulding, that is, plastic.
For the soft rock load-deformation curve of simulation as shown in Fig. 2, compared with the mechanical property of true soft rock, mechanical strength is full Sufficient test requirements document.
The present invention protects a kind of method for preparing the compound rock stratum of soft or hard rock using the analog material simultaneously, under this method includes State step:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein
When preparing hard rock analog material, cement: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts, rubber powder: 1-2 parts, water: 60-80 parts;
When preparing softrock-like material, cement: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5- 8 parts, blanc fixe: 5-8 parts, rubber powder: 2-4 parts, water: 80-100 parts;
(2), respectively by cement, the kaolin, quartz in the analog material for preparing hard rock and the analog material for preparing soft rock Sand, Iron Ore Powder, blanc fixe and rubber powder pour into blender, fully mix uniformly, are respectively formed hard rock solid mixture and soft Rock solid mixture, when mixing, the mixing time of hard rock solid mixture is 5-8 minutes, and soft rock solid mixture stirs Mixing the time is 6-10 minutes;
(3), hard rock solid mixture and soft rock solid mixture are persistently stirred respectively, while slowly equably distinguishing water It pours into hard rock solid mixture and soft rock solid mixture, fully mixes uniformly, be respectively formed the hard rock mixture mixed With soft rock mixture, wherein whole water is even added to hard rock solid with 3~6 minutes and mixed by hard rock solid mixture It closes in material, then persistently stirs 8~12 minutes;Whole water is even added to by soft rock solid mixture with 4~8 minutes In soft rock solid mixture, then persistently stir 10~15 minutes.
(4), the hard rock mixture mixed is placed in mold, puts and vibrate on a vibration table, utilizes concrete vibrating stand Oscillation, the bubble in mixture is shaken out, and time of vibration is 5~8 minutes, the specific gas needed by overflowing in observation mixture Bubble is how many to determine duration of oscillation, and usually to overflow when being only no more than a bubble in 30 seconds, as oscillation is completed, normal to shake Dynamic 5~8 minutes time can meet demand;Or first the soft rock mixture mixed can also be placed in mold, it is placed on vibration It vibrates on platform, is vibrated using concrete vibrating stand, the bubble in mixture is shaken out, time of vibration is 8~12 minutes, is specifically needed How much duration of oscillation is determined by the bubble that overflows in observation mixture, usually with when being only no more than a gas in 30 seconds Bubble overflows, and as oscillation is completed, the normal vibration time 8~12 minutes can meet demand;
(5), it places 30~60 minutes, hard rock or soft rock is made tentatively to reach initial set, it is mutual to avoid two kinds of rock mixtures Mixing infiltration;
(6), the soft rock mixed or hard rock mixture are lightly put in the hard rock after initial set or soft rock (if first layer For hard rock, then the second layer is soft rock;If first layer is soft rock, the second layer is hard rock) above, it is placed on shake table and vibrates 2 It~3 times, vibrates every time 2~3 minutes, interval time is 2~3 minutes between oscillation twice.If preparing the soft or hard rock of multilayer to combine Body, then repeatedly step (6) repeatedly, forms the soft or hard rock complex of stratiform;
(7), then (water conservation refers to that sample is constantly in the state being immersed in water, and guarantees that sample is unable to water shortage appearance for water conservation Crackle generallys use the mode for periodically spraying or impregnating) it places 12 hours, so that it is completed initial set;
(8), the concrete for being put into constant temperature and humidity (in the present embodiment, temperature is 16-24 degree, 95% or more relative humidity) is supported It protects room to maintain 14~28 days, last demoulding, that is, plastic, obtains the compound rock stratum phase of the soft or hard rock after maintenance molding, demoulding Like material model.
The hard rock load-deformation curve of simulation is as shown in figure 3, compared with the mechanical property of true soft or hard rock, mechanical strength Meet test requirements document.
The present invention will be made with several specific examples and be illustrated below.
Embodiment one: in the present embodiment, hard rock analog material includes the following component of weight proportion: cement: 80 parts, kaolinite Soil: 20 parts, quartz sand: 8 parts, Iron Ore Powder: 10 parts, blanc fixe: 8 parts and rubber powder: 2 parts;Softrock-like material includes weight Match following component: cement: 70 parts, kaolin: 30 parts, quartz sand: 5 parts, Iron Ore Powder: 8 parts, blanc fixe: 5 parts and rubber Rubber powder: 4 parts.
Hard rock part mechanical strength in soft or hard composite rock made of the material mixture ratio used in the present embodiment can reach 25MPa, soft rock part mechanical strength can reach 18MPa, and final products brittleness is relatively strong, stable mechanical property.
Embodiment two: in the present embodiment, hard rock analog material includes the following component of weight proportion: cement: 85 parts, kaolinite Soil: 18 parts, quartz sand: 8 parts, Iron Ore Powder: 10 parts, blanc fixe: 8 parts and rubber powder: 2 parts;Softrock-like material includes weight Match following component: cement: 65 parts, kaolin: 33 parts, quartz sand: 6 parts, Iron Ore Powder: 7 parts, blanc fixe: 6 parts and rubber Rubber powder: 4 parts.
Hard rock part mechanical strength in soft or hard composite rock made of the material mixture ratio used in the present embodiment can reach 30MPa, soft rock part mechanical strength can reach 15MPa, and final products brittleness is relatively strong, stable mechanical property.
Embodiment three: in the present embodiment, hard rock analog material includes the following component of weight proportion: cement: 90 parts, kaolinite Soil: 16 parts, quartz sand: 9 parts, Iron Ore Powder: 9 parts, blanc fixe: 9 parts and rubber powder: 2 parts;Softrock-like material includes that weight is matched Than following component: cement: 60 parts, kaolin: 35 parts, quartz sand: 7 parts, Iron Ore Powder: 7 parts, blanc fixe: 7 parts and rubber Powder: 3 parts.
Hard rock part mechanical strength in soft or hard composite rock made of the material mixture ratio used in the present embodiment can reach 35MPa, soft rock part mechanical strength can reach 12MPa, and final products brittleness is relatively strong, stable mechanical property.
Example IV: in the present embodiment, hard rock analog material includes the following component of weight proportion: cement: 95 parts, kaolinite Soil: 14 parts, quartz sand: 10 parts, Iron Ore Powder: 8 parts, blanc fixe: 10 parts and rubber powder: 1 part;Softrock-like material includes weight Match following component: cement: 55 parts, kaolin: 37 parts, quartz sand: 8 parts, Iron Ore Powder: 6 parts, blanc fixe: 7 parts and rubber Rubber powder: 2 parts.
Hard rock part mechanical strength in soft or hard composite rock made of the material mixture ratio used in the present embodiment can reach 49MPa, soft rock part mechanical strength can reach 10MPa, and final products brittleness is relatively strong, stable mechanical property.
Embodiment five: in the present embodiment, hard rock analog material includes the following component of weight proportion: cement: 100 parts, height Ridge soil: 10 parts, quartz sand: 10 parts, Iron Ore Powder: 8 parts, blanc fixe: 10 parts and rubber powder: 1 part;Softrock-like material includes weight Amount matches following component: cement: 50 parts, kaolin: 40 parts, quartz sand: 8 parts, Iron Ore Powder: 5 parts, blanc fixe: 8 parts and Rubber powder: 2 parts.
Hard rock part mechanical strength in soft or hard composite rock made of the material mixture ratio used in the present embodiment can reach 50MPa, soft rock part mechanical strength can reach 10MPa, and final products brittleness is relatively strong, stable mechanical property.
The mechanical strength variation range of the compound rock stratum prepared using analog material of the invention is big, it can reach 10~ 50MPa, mechanics parameter is easy to adjust, brittleness is relatively strong, stable mechanical property, can simulate the Composite rockmass of a variety of mechanical strengths. The analog material that the present invention uses is from a wealth of sources, low in cost, easy to process.

Claims (10)

1. a kind of compound rock stratum analog material of soft or hard rock, it is characterized in that: the analog material includes hard rock analog material and soft Rock analog material,
The hard rock analog material includes the following component of weight proportion: cement: 80-100 parts, kaolin: 10-20 parts, stone Sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts and rubber powder: 1-2 parts;
The softrock-like material includes the following component of weight proportion: cement: 50-70 parts, kaolin: 30-40 parts, quartz Sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts and rubber powder: 2-4 parts.
2. the compound rock stratum analog material of soft or hard rock according to claim 1, it is characterized in that: the kaolin is fineness Pure white kaolin more than 4000 mesh.
3. the compound rock stratum analog material of soft or hard rock according to claim 1, it is characterized in that: the quartz sand is fineness The quartz sand of 10-200 mesh.
4. the compound rock stratum analog material of soft or hard rock according to claim 1, it is characterized in that: the iron ore powder fineness is 200-400 mesh.
5. the compound rock stratum analog material of soft or hard rock according to claim 1, it is characterized in that: the blanc fixe is 10- 80 mesh blanc fixes.
6. the compound rock stratum analog material of soft or hard rock according to claim 1, it is characterized in that: the rubber powder is 40~80 Mesh modified rubber powder, the NaOH solution processing that rubber powder is 1%~5% through concentration are impregnated 45~90 minutes, are then rushed with clear water It washes, is put in ventilation natural air drying, processing is modified to it.
7. a kind of method that the analog material using as described in any one of claim 1 to 6 prepares hard rock, it is characterized in that: The method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein water Mud: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 parts, blanc fixe: 8-10 parts, rubber Powder: 1-2 parts, water: 60-80 parts;
(2), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe and rubber powder are poured into blender, fully mixed uniformly, Form solid mixture;
(3), solid mixture is persistently stirred, while slowly equably pouring into water in solid mixture, is fully mixed uniformly, shape At the mixture mixed;
(4), the mixture mixed is placed in mold, puts and vibrate on a vibration table, vibrated using concrete vibrating stand, will be mixed The bubble closed in material shakes out, and time of vibration is 5~8 minutes;
(5), water conservation is placed 12~24 hours, it is made to complete initial set;
(6), the concrete curing chamber for being put into constant temperature and humidity maintains 14~28 days, and last demoulding forms.
8. a kind of method that the analog material using as described in any one of claim 1 to 6 prepares soft rock, it is characterized in that: The method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein water Mud: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, blanc fixe: 5-8 parts, rubber powder: 2-4 Part, water: 80-100 parts;
(2), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe and rubber powder are poured into blender, fully mixed uniformly, Form solid mixture;
(3), it is persistently stirred material, while slowly equably pouring into water in solid mixture, is fully mixed uniformly, formation is mixed The mixture got togather;
(4), the mixture mixed is placed in mold, puts and vibrate on a vibration table, vibrated using concrete vibrating stand, will be mixed The bubble closed in material shakes out, and time of vibration is 8~12 minutes;
(5), water conservation is placed 12~24 hours, it is made to complete initial set;
(6), the concrete curing chamber for being put into constant temperature and humidity maintains 14~28 days, and last demoulding forms.
9. a kind of method that the analog material using as described in any one of claim 1 to 6 prepares soft or hard rock, feature Be: the method includes the following steps:
(1), cement, kaolin, quartz sand, Iron Ore Powder, blanc fixe, rubber powder and water are weighed by weight ratio, wherein
When preparing hard rock analog material, cement: 80-100 parts, kaolin: 10-20 parts, quartz sand: 8-10 parts, Iron Ore Powder: 8-10 Part, blanc fixe: 8-10 parts, rubber powder: 1-2 parts, water: 60-80 parts;
When preparing softrock-like material, cement: 50-70 parts, kaolin: 30-40 parts, quartz sand: 5-8 parts, Iron Ore Powder: 5-8 parts, Blanc fixe: 5-8 parts, rubber powder: 2-4 parts, water: 80-100 parts;
(2), respectively by cement, the kaolin, quartz sand, iron in the analog material for preparing hard rock and the analog material for preparing soft rock Miberal powder, blanc fixe and rubber powder pour into blender, fully mix uniformly, are respectively formed hard rock solid mixture and soft rock solid Mixture;
(3), hard rock solid mixture and soft rock solid mixture are persistently stirred respectively, while slowly equably pouring into water respectively It in hard rock solid mixture and soft rock solid mixture, fully mixes uniformly, is respectively formed the hard rock mixture mixed and soft Rock mixture;
(4), the hard rock mixture mixed is placed in mold, puts and vibrate on a vibration table, is vibrated using concrete vibrating stand, Bubble in mixture is shaken out, time of vibration is 5~8 minutes;Or the soft rock mixture mixed is placed in mold, it is placed on It vibrates on shake table, is vibrated using concrete vibrating stand, the bubble in mixture is shaken out, time of vibration is 8~12 minutes;
(5), it places 30~60 minutes, hard rock or soft rock is made tentatively to reach initial set;
(6), the soft rock mixed or hard rock mixture are put in above hard rock or soft rock after initial set, are placed on shake table and vibrate It 2~3 times, vibrates every time 2~3 minutes, interval time is 2~3 minutes between oscillation twice, repeats step (6) more than once, shape At stacked soft or hard rock complex;
(7), it places 12~24 hours, it is made to complete initial set;
(8), the concrete curing chamber for being put into constant temperature and humidity maintains 14~28 days, and last demoulding forms.
10. a kind of soft rock, hard rock or compound rock stratum of soft or hard rock using the method preparation as described in claim 7 or 8 or 9.
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