CN1226227C - Prepn of model material for model test - Google Patents

Prepn of model material for model test Download PDF

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Publication number
CN1226227C
CN1226227C CN 02116676 CN02116676A CN1226227C CN 1226227 C CN1226227 C CN 1226227C CN 02116676 CN02116676 CN 02116676 CN 02116676 A CN02116676 A CN 02116676A CN 1226227 C CN1226227 C CN 1226227C
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China
Prior art keywords
model
present
test
unit weight
simulation
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Expired - Fee Related
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CN 02116676
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Chinese (zh)
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CN1374269A (en
Inventor
李仲奎
罗光福
王爱民
徐千军
刘军
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Tsinghua University
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Tsinghua University
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Priority to CN 02116676 priority Critical patent/CN1226227C/en
Publication of CN1374269A publication Critical patent/CN1374269A/en
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Publication of CN1226227C publication Critical patent/CN1226227C/en
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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
    • C04B28/14Compositions 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
    • 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
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/0031Heavy materials, e.g. concrete used as ballast material
    • 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
    • C04B2111/54Substitutes for natural stone, artistic materials or the like

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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)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
  • Compounds Of Iron (AREA)

Abstract

The present invention discloses a material for preparing a model for a model test, which relates to a preparing technique of a test material of an engineering similar model. The present invention is characterized in that the material also contains 8.5 to 9.5 of magnetite ore concentrate powder (Fe3O4), 1.5 to 0.5 of river sand, 1 to 5 wt% of gypsum and 7 to 10 wt% of water. The simulation of different high volume weight materials is realized by adopting different proportions of the present invention, and the volume weight range of the simulant materials can reach 2.65 to 3.00 g/cm [3]. the material for a model prepared by the present invention can overcome the deficiency of incapability of simulation of high volume weight materials in the existing similar model tests, instable properties, easy rust and high cost.

Description

The material that the preparation model is used in the model trial
Technical field
The present invention relates to the material that the preparation model is used in a kind of model trial, belong to engineering layer during similar model test material field.
Background technology
At present, the material of modeling mainly contains following several in the layer during similar model test: (one) adopts barite as main raw, other material has gypsum, quartz sand, oxide powder and zinc, bentonite in powder, Witco 70, referring to Li Tianbin etc., the modeling effort of the yellow cured stone landslide depth distortion in Three Gorges, fracture zone, " Chengdu University of Technology's journal ", 1996 the 4th phases, the 17th page~24 pages.Li Tianbin etc., the geomechanics modeling effort of area, Xi'an faulted structural activity, " engineering geology journal ", 1994 the 3rd phases, the 34th page~42 pages; (2) adopt sand, gypsum as main raw, all the other materials are additive, and referring to Zhao Zhenying, the hole group excavates the surrounding rock failure process testing, " water conservancy journal ", December nineteen ninety-five, the 24th~28 page; (3) be aggregate by blooming iron powder and ground barium sulfate, being that jointing compound is repressed with rosin forms, referring to Korea Spro uncle carp etc., and geomechanics model M I B material, " Wuhan Water Conservancy and Electric Power Univ's journal ", the 27th the 1st phase of volume of February in 1994, the 17th~23 page; (4) adopt copper powder as main raw.
In the above-mentioned cast material, the similar model that adopts materials such as barite, gypsum, sand to make, its unit weight maximum can only reach 2.4~2.5g/cm 3, make unit weight and reach 2.65~2.85g/cm 3, can't meet the demands, therefore be difficult to the material of the high unit weight of simulation; Make similar model by blooming iron powder and barite as aggregate, can satisfy the requirement of high unit weight material, but make cost of manufacture increase, and in a single day film comes off, and iron powder is as easy as rolling off a log to get rusty owing to increased the technology of blooming, thereby influence the stability of material character, cause test failure easily; Adopt copper powder also can satisfy the requirement of high unit weight material, and can as iron powder, not get rusty easily, but be difficult to find proper raw material, and cost is too high.
Summary of the invention
The purpose of this invention is to provide a kind of material that the preparation model is used in the low model trial of high unit weight material, stable in properties and cost of simulating, adopt different proportionings, realize the material of the different high unit weights of simulation.
The material that the preparation model is used in a kind of model trial that the present invention proposes, contain river sand, gypsum and water, it is characterized in that: also contain the magnetite concentrate powder in this material, its proportioning is the magnetite concentrate powder: river sand=8.5~9.5: 1.5~0.5, the gypsum weight percent is 1~5%, and the water weight percent is 7~10%.
The model material that utilizes the present invention to prepare can overcome in the existing layer during similar model test and can't simulate high unit weight material, character instability, gets rusty easily and defective that cost is too high, and simulation material unit weight scope can reach 2.65~3.00g/cm 3
Embodiment
The selection of model trial material is most important.According to model experiment similar theory, must select for use and the consistent material of original shape physico-mechanical properties unit weight, could embody the influence of self-weight stress field, so just can reach the purpose that full phase Sihe dwindles moulded dimension.If make the unit weight of cast material identical with the unit weight of actual rock mass materials, i.e. unit weight guide K γ=1.0 o'clock, then Young's modulus will be identical with how much guides with the stress guide, thereby simplify and make things convenient for the conversion between model and the actual gongwu parameter greatly.Thereby when generally carrying out model trial, all tend to select heavier cast material, thereby make the unit weight guide can equal 1.0.Studies show that selecting for use through the magnetite concentrate powder of rinsing is ideal very as the main models material.
The used magnetite concentrate powder of the present invention is to grind to form fine powder after magnetic iron ore is pulverized, resulting pure breeze after the current rinsing washes away impurity, and its median size is less than 0.1mm.This breeze composition is in natural condition even under harsh conditions very, and is all very stable, be difficult for getting rusty, and cost is lower.Unit weight under natural stacking states can surpass 3.00g/cm 3, and because unit weight is big, in stirring and Modelling process, is difficult for airborne dust and plays grey damage to the environment, thereby be a kind of ideal cast material.In order to adjust proportioning adapting to different unit dry weights, and the sliding angle and the fragility that increase the model trial material, in magnetite powder, added a certain proportion of cleaning river sand again, adopt gypsum as gelling material.
Unit weight simulation context of the present invention is 2.65~3.00g/cm 3Material, the proportioning of magnetite powder, river sand is that 8.5~9.5: 1.5~0.5 scope is carried out, gypsum is a jointing compound, can add by particular case, generally 1~5%.Should be noted that when concrete operations when preparation terra alba volume surpassed 3.5%, it rammed pressure time lengthening, and material being powdery, be that the terra alba water regain increases and cause the water content of mixed material is not that optimum water content causes.Therefore, carry out the test of the optimum water content of terra alba volume.
Embodiment 1
Simulate certain power station large-scale underground power house three-dimensional geological mechanical similitude model trial, simulation unit weight is 3.0g/cm 3Geological materials, the proportioning of its magnetite concentrate powder and river sand is 9.5: 0.5, terra alba content 5%, water-content 9.5% rams pressure.Ram molded after, carry out various physical mechanics tests according to relevant specification.The test-results that for example adopts the square die trial of 7cm * 7cm * 7cm to obtain is: ultimate compression strength R=2.55MPa; Modulus of deformation E 0=185MPa; Elastic modulus E=280MPa.
Embodiment 2
Simulation unit weight is 2.85g/cm 3Geological materials, the proportioning of its magnetite concentrate powder and river sand is 9: 1, terra alba content 4.0%, water-content 8% rams pressure.Ram molded after, carry out various physical mechanics tests according to relevant specification.The test-results that for example adopts the square die trial of 7cm * 7cm * 7cm to obtain is: ultimate compression strength R=2.25MPa; Modulus of deformation E 0=163MPa; Elastic modulus E=258MPa.
Embodiment 3
Simulation unit weight is 2.65g/cm 3Geological materials, the proportioning of its magnetite concentrate powder and river sand is 8.5: 1.5, terra alba content 1%, water-content 7% rams pressure.Ram molded after, carry out various physical mechanics tests according to relevant specification.The test-results that for example adopts the square die trial of 7cm * 7cm * 7cm to obtain is: ultimate compression strength R=0.949MPa; Modulus of deformation E 0=101MPa; Elastic modulus E=135MPa.

Claims (1)

1, the material that the preparation model is used in a kind of model trial, contain river sand, gypsum and water, it is characterized in that: also contain the magnetite concentrate powder in this material, its proportioning is the magnetite concentrate powder: river sand=8.5~9.5: 1.5~0.5, the gypsum weight percent is 1~5%, and the water weight percent is 7~10%.
CN 02116676 2002-04-15 2002-04-15 Prepn of model material for model test Expired - Fee Related CN1226227C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 02116676 CN1226227C (en) 2002-04-15 2002-04-15 Prepn of model material for model test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 02116676 CN1226227C (en) 2002-04-15 2002-04-15 Prepn of model material for model test

Publications (2)

Publication Number Publication Date
CN1374269A CN1374269A (en) 2002-10-16
CN1226227C true CN1226227C (en) 2005-11-09

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108169419B (en) * 2017-12-15 2021-02-09 浙江海洋大学 Device for testing influence of water-seal cave depot reinjection water on cave depot and experimental method
CN109859608A (en) * 2018-12-26 2019-06-07 华北科技学院 The preparation method of analog material suitable for geophysics transient model testing

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Granted publication date: 20051109

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