CN106747000A - A kind of high performance lightweight concrete and preparation method thereof - Google Patents

A kind of high performance lightweight concrete and preparation method thereof Download PDF

Info

Publication number
CN106747000A
CN106747000A CN201611209662.5A CN201611209662A CN106747000A CN 106747000 A CN106747000 A CN 106747000A CN 201611209662 A CN201611209662 A CN 201611209662A CN 106747000 A CN106747000 A CN 106747000A
Authority
CN
China
Prior art keywords
high performance
hollow thin
lightweight
lightweight concrete
black warrior
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201611209662.5A
Other languages
Chinese (zh)
Inventor
卢映锟
骆诗凯
权瑞昌
季渊
聂文晓
司仕浩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201611209662.5A priority Critical patent/CN106747000A/en
Publication of CN106747000A publication Critical patent/CN106747000A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • 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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/14Minerals of vulcanic origin
    • 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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/0016Granular materials, e.g. microballoons
    • C04B20/002Hollow or porous granular materials
    • C04B20/004Hollow or porous granular materials inorganic
    • 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
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02Treatment
    • C04B20/04Heat treatment
    • 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
    • C04B2111/40Porous or lightweight materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Physics & Mathematics (AREA)
  • Thermal Sciences (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention discloses a kind of high performance lightweight concrete and preparation method thereof, including following weight portion raw material:In terms of 1 part of cement, 0.6 0.9 parts of lightweight fine aggregates, 0.9 1.25 parts of lightweight coarse aggregates, 0.25 0.55 parts of water.Additive can according to a conventional method be allocated into as needed.Lightweight fine aggregate is less than 4.75mm particle diameter hollow thin-wall balls.Lightweight coarse aggregate is more than 5mm particle diameter hollow thin-wall balls.Hollow thin-wall ball is Black Warrior stone hollow thin-wall ball.Lightweight of the present invention, high intensity, good endurance, and can substantially accomplish isotropism.

Description

A kind of high performance lightweight concrete and preparation method thereof
Technical field
The present invention relates to building material field, a kind of high performance lightweight concrete is specifically related to, also relates to this light The preparation method of matter high performance concrete.
Background technology
At present, known normal concrete is by cement, coarse aggregate, fine aggregate, water, additive and adds if necessary Composite prepared by mineral admixture.Rubble, cobble of the coarse aggregate typically using particle diameter more than 5mm are used as coarse aggregate.With broken , as coarse aggregate, sand as fine aggregate, 1m3 concrete weighs about 2400kg, therefore works deadweight is larger, causes ground for stone or cobble Load increases, so that the expense of structure foundation treatment increases.
All it is that rubble appearance is irregular, gill shape is more so that produced with it as aggregate due to concrete with rubble and sand The concrete for going out is each to dissimilarity, the service behaviour that the building that influence pours out builds.It is common mixed at the aspect of workability Solidifying soil is also poor due to the pumping of the irregular low-slump concrete of aggregate appearance.
Basaltic Main Ingredients and Appearance is (also a small amount of silica, alundum (Al2O3), iron oxide, calcium oxide, magnesia Potassium oxide, sodium oxide molybdena), wherein dioxide-containing silica at most, accounts for 45 to 50 or so percent.Black Warrior stone price is just Preferably, distribution is wider than natural pumice, and southern area is also distributed.
The content of the invention
A kind of lightweight, high intensity, the good endurance provided it is an object of the invention to overcome disadvantages mentioned above, and can be with Substantially isotropic high performance lightweight concrete is accomplished.
Another object of the present invention also resides in the preparation method for providing the high performance lightweight concrete.
A kind of high performance lightweight concrete of the invention, including following weight portion raw material:In terms of 1 part of cement, 0.6-0.9 Part lightweight fine aggregate, 0.9-1.25 parts of lightweight coarse aggregate, 0.25-0.55 parts of water.
A kind of above-mentioned high performance lightweight concrete, wherein:Additive can according to a conventional method be allocated into as needed.
A kind of above-mentioned high performance lightweight concrete, wherein:Lightweight fine aggregate is less than 4.75mm particle diameter hollow thin-wall balls.
A kind of above-mentioned high performance lightweight concrete, wherein:Lightweight coarse aggregate is more than 5mm particle diameter hollow thin-wall balls.
A kind of above-mentioned high performance lightweight concrete, wherein:Hollow thin-wall ball is Black Warrior stone hollow thin-wall ball.
A kind of above-mentioned high performance lightweight concrete, wherein:The preparation method of Black Warrior stone hollow thin-wall ball includes following step Suddenly:
(1)Black Warrior stone raw material are ground into graininess;
(2)Black Warrior stone particle is sent to melting furnaces it is heated to 1450-1500 DEG C and is fused into liquid;
(3)Then the liquid shear outflow is pressed into hemisphere base into uniform segment mould;
(4)Two hemispheres base is connected into a complete hollow thin-wall ball at high temperature under high pressure.
A kind of preparation method of high performance lightweight concrete of the invention, above-mentioned component is uniformly mixed according to a ratio can.This Invention compared with prior art, with obvious beneficial effect, as can be known from the above technical solutions:The present invention is hollow thin Black Warrior stone Squash adds concrete as a kind of new aggregate, produces a kind of high performance lightweight concrete, and the concrete can be greatly The deadweight of building member is reduced, reduces the load that ground is born.With this kind of lightweight, high intensity, good endurance concrete The height of high-rise building can be so that further to be increased by comparison.The present invention is because the Black Warrior stone hollow thin-wall ball bone for using Material appearance rule, so the concrete produced can substantially accomplish isotropism.Also it is excellent in terms of some of workability The pumping of low-slump concrete can be improved the characteristics of general concrete, aggregate appearance rule and lightweight.It is of the invention Concrete gravity is lighter, can improve the bearing capacity of component, and will not reduce concrete strength.And possess good durable Property, concrete is respectively to the basic same sex.
Specific embodiment
Embodiment 1
A kind of preparation method of high performance lightweight concrete, comprises the following steps:
(1)The preparation of Black Warrior stone hollow thin-wall ball:Black Warrior stone raw material are ground into graininess, Black Warrior stone particle is sent to melting furnaces and adds Heat is fused into liquid to 1450-1500 DEG C, and then the liquid shear outflow is pressed into hemisphere base into uniform segment mould, Two hemispheres base is connected into a complete hollow thin-wall ball at high temperature under high pressure;
(2)Dispensing:In terms of 1 part of cement, 0.6 part is more than 5mm particle diameters less than 4.75mm particle diameter Black Warrior stone hollow thin-walls ball, 1.25 parts Black Warrior stone hollow thin-wall ball, 0.4 part of water.Conventional additive is added as needed.
(3)Mix.
Embodiment 2
A kind of preparation method of high performance lightweight concrete, comprises the following steps:
(1)The preparation of Black Warrior stone hollow thin-wall ball:Black Warrior stone raw material are ground into graininess, Black Warrior stone particle is sent to melting furnaces and adds Heat is fused into liquid to 1450-1500 DEG C, and then the liquid shear outflow is pressed into hemisphere base into uniform segment mould, Two hemispheres base is connected into a complete hollow thin-wall ball at high temperature under high pressure;
(2)Dispensing:In terms of 1 part of cement, 0.9 part is more than 5mm particle diameters less than 4.75mm particle diameter Black Warrior stone hollow thin-walls ball, 0.9 part Black Warrior stone hollow thin-wall ball, 0.25 part of water.Conventional additive is added as needed.
(3)Mix.
Embodiment 3
A kind of preparation method of high performance lightweight concrete, comprises the following steps:
(1)The preparation of Black Warrior stone hollow thin-wall ball:Black Warrior stone raw material are ground into graininess, Black Warrior stone particle is sent to melting furnaces and adds Heat is fused into liquid to 1450-1500 DEG C, and then the liquid shear outflow is pressed into hemisphere base into uniform segment mould, Two hemispheres base is connected into a complete hollow thin-wall ball at high temperature under high pressure;
(2)Dispensing:In terms of 1 part of cement, 0.7 part is more than 5mm particle diameters less than 4.75mm particle diameter Black Warrior stone hollow thin-walls ball, 1.1 parts Black Warrior stone hollow thin-wall 0.55 part of water of ball.Conventional additive is added as needed.
(3)Mix.
The above, is only presently preferred embodiments of the present invention, and any formal limitation, Ren Hewei are not made to the present invention Disengaging technical solution of the present invention content, any simple modification made to above example according to technical spirit of the invention, etc. With change and modification, still fall within the range of technical solution of the present invention.

Claims (7)

1. a kind of raw material of high performance lightweight concrete, including following weight portion:In terms of 1 part of cement, the 0.6-0.9 parts of thin bone of lightweight Material, 0.9-1.25 parts of lightweight coarse aggregate, 0.25-0.55 parts of water.
2. a kind of high performance lightweight concrete as claimed in claim 1, wherein:Can allocate into according to a conventional method as needed additional Agent.
3. a kind of high performance lightweight concrete as claimed in claim 1 or 2, wherein:Lightweight fine aggregate is less than 4.75mm Footpath hollow thin-wall ball.
4. such as a kind of high performance lightweight concrete that claim 1 or 2 is stated, wherein:Lightweight coarse aggregate is hollow more than 5mm particle diameters Thin-walled ball.
5. a kind of high performance lightweight concrete as claimed in claim 3, wherein:Hollow thin-wall ball is Black Warrior stone hollow thin-wall Ball.
6. a kind of high performance lightweight concrete as claimed in claim 4, wherein:Hollow thin-wall ball is Black Warrior stone hollow thin-wall Ball.
7. a kind of high performance lightweight concrete as described in claim 5 or 6, wherein:The preparation side of Black Warrior stone hollow thin-wall ball Method is comprised the following steps:
(1)Black Warrior stone raw material are ground into graininess;
(2)Black Warrior stone particle is sent to melting furnaces it is heated to 1450-1500 DEG C and is fused into liquid;
(3)Then the liquid shear outflow is pressed into hemisphere base into uniform segment mould;
(4)Two hemispheres base is connected into a complete hollow thin-wall ball at high temperature under high pressure.
CN201611209662.5A 2016-12-23 2016-12-23 A kind of high performance lightweight concrete and preparation method thereof Pending CN106747000A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611209662.5A CN106747000A (en) 2016-12-23 2016-12-23 A kind of high performance lightweight concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611209662.5A CN106747000A (en) 2016-12-23 2016-12-23 A kind of high performance lightweight concrete and preparation method thereof

Publications (1)

Publication Number Publication Date
CN106747000A true CN106747000A (en) 2017-05-31

Family

ID=58920415

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611209662.5A Pending CN106747000A (en) 2016-12-23 2016-12-23 A kind of high performance lightweight concrete and preparation method thereof

Country Status (1)

Country Link
CN (1) CN106747000A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1103043A (en) * 1993-08-10 1995-05-31 E·卡休基工业公司 Sealable liquid-tight, thin-walled containers composed of hydraulically settable materials and methods for manufacturing such containers
CN102701702A (en) * 2012-01-01 2012-10-03 洛阳北苑特种陶瓷有限公司 Formula of light castables made of fused silica hollow spheres
CN104003677A (en) * 2014-05-21 2014-08-27 中铁建设集团有限公司 Lightweight air-entrained aggregate concrete and preparation method thereof
CN104478301A (en) * 2014-11-24 2015-04-01 赵丽芳 Water-borne ultrathin type fireproof heat insulating material and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1103043A (en) * 1993-08-10 1995-05-31 E·卡休基工业公司 Sealable liquid-tight, thin-walled containers composed of hydraulically settable materials and methods for manufacturing such containers
CN102701702A (en) * 2012-01-01 2012-10-03 洛阳北苑特种陶瓷有限公司 Formula of light castables made of fused silica hollow spheres
CN104003677A (en) * 2014-05-21 2014-08-27 中铁建设集团有限公司 Lightweight air-entrained aggregate concrete and preparation method thereof
CN104478301A (en) * 2014-11-24 2015-04-01 赵丽芳 Water-borne ultrathin type fireproof heat insulating material and preparation method thereof

Similar Documents

Publication Publication Date Title
CN110615611B (en) Aluminosilicate glass, tempered glass, preparation method of aluminosilicate glass and display device
CN104961411B (en) A kind of high-performance powder concrete for 3D printing
CN105218020B (en) A kind of sprayable lower shrinkage GRC decoration mortars and preparation method thereof
JP4861930B2 (en) Ultra-high strength high-fluidity cement composition and ultra-high-strength high-fluidity cement hardened material
CN102241497A (en) Concrete with ultra-large volume, high strength and low hydration heat
CN103496894B (en) The toughening type RPC that a kind of steel fiber and high-performance synthon mix and preparation method
KR20160144058A (en) Ultra-high performance concrete for mixing micro basalt fiber and macro steel fiber, and manufacturing method for the same
CN105948544A (en) Retarded portland cement and preparation method thereof
CN103449761B (en) Hybrid fiber-toughened RPC (reactive powder concrete) and preparation technology
CN106587843A (en) High-strength highly-permeable inorganic concrete and preparation method thereof
CN110981299A (en) High-performance geopolymer concrete and preparation method thereof
CN107140921A (en) A kind of high ductility cement-base composite material of super hardening and preparation method thereof
JP2009051682A (en) Ultra-high-strength high-fluidity concrete, and ultra-high-strength high-fluidity fresh concrete
JP4747181B2 (en) Ultra-high-strength non-shrink grout material and ultra-high-strength non-shrink grout material
CN104386969A (en) High-strength and high-durability lightweight aggregate concrete and preparation method thereof
JP2009196856A (en) Ultrahigh-strength high-durability self-leveling material and ultrahigh-strength high-durability self-leveling material hardened body
CN104909648A (en) Fiber-enhanced cement-based composite material
KR101591275B1 (en) Ultra-high strength concrete for improving construct ability, and manufacturing method for the same
CN105016671A (en) Superfluid self-compacting concrete and preparing method thereof
CN108298814A (en) A kind of novel building glass and preparation method thereof
TW201442992A (en) Method for manufacturing hydrated solidified body and hydrated solidified body
JP6005408B2 (en) Geopolymer composition manufacturing method, structure manufacturing method, and ground improvement method
JP5783546B2 (en) White ultra high strength concrete and method for producing the same
CN113831077A (en) Adhesive for water-permeable paving material and application thereof
CN106747000A (en) A kind of high performance lightweight concrete and preparation method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170531