CN102180625A - Light aggregate concrete building block - Google Patents

Light aggregate concrete building block Download PDF

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Publication number
CN102180625A
CN102180625A CN2011101231531A CN201110123153A CN102180625A CN 102180625 A CN102180625 A CN 102180625A CN 2011101231531 A CN2011101231531 A CN 2011101231531A CN 201110123153 A CN201110123153 A CN 201110123153A CN 102180625 A CN102180625 A CN 102180625A
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China
Prior art keywords
light
aggregate
light aggregate
building block
concrete building
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CN2011101231531A
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Chinese (zh)
Inventor
郎剑雷
钱晓倩
詹树林
成建跃
方建华
何剑锋
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ZHEJIANG DADONGWU GROUP CONSTRUCTION NEW MATERIALS CO Ltd
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ZHEJIANG DADONGWU GROUP CONSTRUCTION NEW MATERIALS CO Ltd
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Priority to CN2011101231531A priority Critical patent/CN102180625A/en
Publication of CN102180625A publication Critical patent/CN102180625A/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
    • C04B28/02Compositions 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
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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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 invention relates to a light aggregate concrete building block, belonging to the field of novel building materials. The light aggregate concrete building block comprises the following raw materials: cement, light aggregate, ultra-light aggregate and coal ash as well as water, wherein the light aggregate is sintered ceramsite which has an apparent density of 450-650Kg/m<3> and has a particle size of 5-50 mm; the ultra-light aggregate is one or more of pearlite, vitrified micro bubble and polyphenyl particle which have the apparent density of less than 300 Kg/m<3>; and the coal ash is I-level or II-level coal ash. Through scientific selection of materials, the product has the advantages of good sound insulation, good compressive strength and good drying shrinkage.

Description

A kind of light aggregate concrete building block
Technical field
The present invention relates to a kind of concrete segment, relate in particular to a kind of light aggregate concrete building block, belong to the new building material field.
Background technology
The further raising that requires along with building energy conservation and build further developing of high stratification trend, the light wall material with self-heat conserving performance will more and more get the nod.Traditional external wall outer insulation more and more shows weak point, especially on fire line, heat retaining property.The patent No. is 200510061387.2 Chinese invention patent, discloses a kind of high strength light concrete building block and manufacture method thereof.A kind of lightweight concrete building block, it is characterized in that containing in the raw material cement, flyash, air entrapment agent and light coarse aggregate, water reducer, economization agent, the weight percentage of described cement is 10~30%, the weight percentage of described air entrapment agent is 0.1~0.5%, described water reducer is 0.25~1.5% of a cement weight, described economization agent is 0.25~1.5% of a cement weight, the weight percentage of described light coarse aggregate is 30~70%, all the other are flyash, and described light coarse aggregate is that particle diameter is not more than 800kg/m greater than 5mm, apparent particle density 3Aglite.The manufacture method of high strength light concrete building block, it is characterized in that and to send into stirrer after cement, flyash, water reducer, economization agent and the water metering, air entrapment agent adds stirrer after adopting mechanical foaming, add light coarse aggregate again and after stirring, send into pouring truck, moulding then, under 20~40 ℃ environment, rested 8~16 hours, after mechanical sawing, in curing kilns under 60~90 ℃ environment steam-cured 8~16 hours or in autoclave with the logical steam steam press maintenance of the pressure of 0.4~2MPa 6~12 hours.But its cement slurry and coarse aggregate performance difference are very big, so need in the prescription to infiltrate a certain amount of economization agent and water reducer, have improved production cost.
Summary of the invention
The objective of the invention is provides a kind of light aggregate concrete building block for solving the problems of the technologies described above.
Above-mentioned technical purpose of the present invention is achieved by the following technical programs:
A kind of light aggregate concrete building block is characterized in that containing in the raw material cement, light-weight aggregate, super-light aggregate and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/m 3Particle diameter is the sintering ceramsite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3In following perlite, glass bead, the granular polystyrene one or more; Flyash is meant I level or II level flyash.
Central principle of the present invention is to be the drying shrinkage of light-weight aggregate adjustment building block with the haydite through high temperature sintering; pour into a mould molding with cement and flyash as gelling material; reduce weight with super-light aggregates such as perlite, glass bead or granular polystyrenes; improve heat-insulating property, control drying shrinkage of the present invention and ultimate compression strength further with the interaction of described light-weight aggregate, super-light aggregate and cement, flyash.
Among the present invention, super-light aggregate improves block insulation sound damping media base and exists not only as reducing the building block deadweight, and it also exists as a kind of improvement medium of ultimate compression strength, and it is helping building block that the ultimate compression strength of self is improved.Sintering ceramsite is as a kind of light-weight aggregate, have self intensity height, but its adhesive property neither be very desirable under by the condition of cement, flyash each other, that is to say, under the non-existent condition of super-light aggregate, the present invention may also can run into ultimate compression strength problem on the low side.Among the present invention, bond by super-light aggregate and cement, flyash between light-weight aggregate and the light-weight aggregate, improved adhesive property effectively; And the more important thing is that super-light aggregate can help dispersive stress of the present invention, with further raising ultimate compression strength.
The big characteristic of among the present invention another is under the condition that does not add economization agent and water reducer, can reach good dried shrinking percentage equally.It is based on following theoretical realization: it is because cement slurry is big with the performance difference that gathers materials that prior art why need water reducer and economization agent to control to be done shrinking percentage, does something against one's will; And the reason of cement slurry and the performance difference that gathers materials not only relates to material itself but also relate to the attribute of goods.Suppose that the patent No. is 200510061387.2 Chinese invention patent, it does not add air entrapment agent, does not have water reducer and economization agent yet, and its drying shrinkage can be accepted reluctantly so.The present invention is by improving selecting materials of light-weight aggregate, and with the means that super-light aggregate is replaced air entrapment agent, realized under the condition that does not add economization agent and water reducer, can reach good dried shrinking percentage equally.
Preferred as technique scheme, the cement content in the raw material are that the content of 10~40wt%, light-weight aggregate is that the content of 30~50wt%, super-light aggregate is 1~20wt%.
Preferred as technique scheme, the cement content in the raw material are that the content of 20~30wt%, light-weight aggregate is that the content of 40~50wt%, super-light aggregate is 5~10wt%.
Preferred as technique scheme also contains silane coupling agent in the raw material.
Silane coupling agent is as a kind of expansion component, it utilizes the reaction of the active group generation of silane and basic material, reactive hydrogen on the displacement organic molecule, can after a few hours, begin release portion hydrogen, in cement slurry, form micro-bubble, general hole diameter below 0.1mm, thereby make concrete produce the volume microdilatancy, to compensate concrete volumetric shrinkage of this stage.It and simple aluminium powder aerating different in kind, because the coupling agent effect of alkane silicidation technique, make the hydrolysising group and the inorganic materials reaction of Siliciumatom one end, the non-decomposition organo-functional group of the other end and the reaction of the active group of organosilicon material, thereby form molecular linkage at these two kinds original inert storerooms mutually, they are combined firmly, be meant the cohesive force, intensity, hydrophobicity and the ageing-resistant performance that improve this material widely.Therefore, after adding silane coupling agent, the performance of each side of the present invention all further promotes, as sound insulation, ultimate compression strength, dried shrinking percentage.
Preferred as technique scheme, the content of described silane coupling agent is 0.1~1.0wt%.
In sum, the present invention has following beneficial effect:
The present invention chooses by the science of material, makes goods have good sound insulation, ultimate compression strength, does the shrinking percentage performance.
Embodiment
This specific embodiment only is an explanation of the invention; it is not a limitation of the present invention; those skilled in the art can make the modification that does not have creative contribution to present embodiment as required after reading this specification sheets, but as long as all are subjected to the protection of patent law in claim scope of the present invention.
Embodiment one
A kind of light aggregate concrete building block contains the cement of 10wt%, the light-weight aggregate of 50wt%, the super-light aggregate of 20wt% in its raw material, and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/ m 3Particle diameter is the haydite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3Following perlite; Flyash is meant I level or II level ash.
Above-mentioned light aggregate concrete building block, make by the following method:
1. will stir and casting after each raw material metering
2. under 20~40 ℃ of environment, rest 6~12 after four sides or two cuttings reach required specification.Vapor cure through 60-80C formed in 6~12 hours.
Embodiment two
A kind of light aggregate concrete building block contains the cement of 20wt%, the light-weight aggregate of 50wt%, the super-light aggregate of 10wt% in its raw material, and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/ m 3Particle diameter is the haydite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3Following glass bead; Flyash is meant I level or II level ash.
Above-mentioned light aggregate concrete building block, make by the following method:
1. will stir and casting after each raw material metering;
2. under 20~40 ℃ of environment, rested 8~16 hours after four sides or two cuttings reach required specification, formed in 6~12 hours through 60~80 ℃ vapor cures.
Embodiment three
A kind of light aggregate concrete building block contains the cement of 25wt%, the light-weight aggregate of 45wt%, the super-light aggregate of 8wt% in its raw material, and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/ m 3Particle diameter is the haydite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3The following perlite and the mixture of glass bead; Flyash is meant I level or II level ash.
Above-mentioned light aggregate concrete building block, make by the following method:
1. will stir and casting after each raw material metering;
2. under 20~40 ℃ of environment, rested 8~16 hours after four sides or two cuttings reach required specification, formed in 6~12 hours through 60~80 ℃ vapor cures.
Embodiment four
A kind of light aggregate concrete building block contains the cement of 30wt%, the light-weight aggregate of 40wt%, the super-light aggregate of 5wt%, the silane coupling agent of 1.0wt% in its raw material, and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/ m 3Particle diameter is the haydite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3Following granular polystyrene; Flyash is meant I level or II level ash.
Above-mentioned light aggregate concrete building block, make by the following method:
1. will stir through the shaper moulding of jolt-squeezing after each raw material metering;
(2) formed in 6~12 hours through 70~90 ℃ vapor cure.
Embodiment five
A kind of light aggregate concrete building block contains the cement of 40wt%, the light-weight aggregate of 30wt%, the super-light aggregate of 1wt% in its raw material, and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/ m 3Particle diameter is the haydite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3Following granular polystyrene; Flyash is meant I level or II level ash.
Above-mentioned light aggregate concrete building block, make by the following method:
1. will stir through the shaper moulding of jolt-squeezing after each raw material metering;
2. formed in 6~12 hours through 70~90 ℃ vapor cure.
Embodiment six
A kind of light aggregate concrete building block contains the cement of 25wt%, the light-weight aggregate of 40wt%, the super-light aggregate of 10wt%, the silane coupling agent of 0.1wt% in its raw material, and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/ m 3Particle diameter is the haydite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3Following granular polystyrene; Flyash is meant I level or II level ash.
Above-mentioned light aggregate concrete building block, make by the following method:
1. will stir through the shaper moulding of jolt-squeezing after each raw material metering;
2. formed in 6~12 hours through 70~90 ℃ vapor cure.
Said products is tested by GB/T 11969-2008, and the result is as shown in the table
Figure 885021DEST_PATH_IMAGE001

Claims (5)

1. a light aggregate concrete building block is characterized in that containing in the raw material cement, light-weight aggregate, super-light aggregate and flyash and water; Wherein, light-weight aggregate is meant that apparent density is 450~650Kg/m 3Particle diameter is the sintering ceramsite of 5~50mm, and super-light aggregate is meant that apparent density is 300 Kg/m 3In following perlite, glass bead, the granular polystyrene one or more; Flyash is meant I level or II level flyash.
2. a kind of light aggregate concrete building block according to claim 1 is characterized in that cement content in the raw material is that the content of 10~40wt%, light-weight aggregate is that the content of 30~50wt%, super-light aggregate is 1~20wt%.
3. a kind of light aggregate concrete building block according to claim 1 is characterized in that cement content in the raw material is that the content of 20~30wt%, light-weight aggregate is that the content of 40~50wt%, super-light aggregate is 5~10wt%.
4. a kind of light aggregate concrete building block according to claim 1 is characterized in that also containing in the raw material silane coupling agent.
5. a kind of light aggregate concrete building block according to claim 4 is characterized in that the content of described silane coupling agent is 0.1~1.0wt%.
CN2011101231531A 2011-05-13 2011-05-13 Light aggregate concrete building block Pending CN102180625A (en)

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102943472A (en) * 2012-10-22 2013-02-27 中国矿业大学(北京) Portable reaction component and production and combination method thereof
CN103058596A (en) * 2013-01-10 2013-04-24 浙江杭萧钢构股份有限公司 Autoclaved aerated concrete
CN103102119A (en) * 2011-11-10 2013-05-15 比亚迪股份有限公司 Hardening agent and preparation method thereof
CN103132633A (en) * 2013-01-29 2013-06-05 盐城工学院 Permanent shuttering cast-in-place extra light concrete self-insulation composite wall body and construction technology
CN103255860A (en) * 2013-01-27 2013-08-21 盐城工学院 On-site concrete shear wall structure with permanent heat insulation formwork and construction process of on-site concrete shear wall structure
CN103819148A (en) * 2014-02-26 2014-05-28 中天建设集团有限公司 Steel slag concrete
CN103981996A (en) * 2014-05-19 2014-08-13 叶萌 Ceramsite concrete block and manufacturing method of ceramsite concrete block
CN104402359A (en) * 2014-11-05 2015-03-11 新疆农业大学 Vegetable fiber bead ceramsite concrete block and vegetable fiber EPS ceramsite concrete block, and preparation methods thereof
CN104803645A (en) * 2015-04-22 2015-07-29 江苏名和集团有限公司 High-strength light-weight concrete and preparation method thereof
CN105036629A (en) * 2015-08-07 2015-11-11 上海应用技术学院 Light-weight high-intensity concrete and preparing method of light-weight high-intensity concrete
CN105272018A (en) * 2015-11-17 2016-01-27 葛兆明 Non-shrinkage high-sound-isolation self-heat-insulation heat-isolation sand light wall module and manufacturing method thereof
CN108585712A (en) * 2018-05-15 2018-09-28 湖北工业大学 The preparation method of large dosage solid waste wet-milled slurry composite scrap EPS granule insulating materials
CN108911592A (en) * 2018-08-01 2018-11-30 云南汇益环保科技有限公司 A kind of energy saving and environment friendly light aggregate concrete building block and its preparation method and application
CN109956716A (en) * 2017-12-14 2019-07-02 卢松 The preparation method of fly ash aerated brick

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1463944A (en) * 2002-06-11 2003-12-31 威海华元节能建筑材料有限公司 Batching process for interior wall board

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1463944A (en) * 2002-06-11 2003-12-31 威海华元节能建筑材料有限公司 Batching process for interior wall board

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103102119B (en) * 2011-11-10 2015-08-26 比亚迪股份有限公司 A kind of stiffening agent and preparation method thereof
CN103102119A (en) * 2011-11-10 2013-05-15 比亚迪股份有限公司 Hardening agent and preparation method thereof
CN102943472B (en) * 2012-10-22 2015-01-07 中国矿业大学(北京) Portable reaction component and combination method thereof
CN102943472A (en) * 2012-10-22 2013-02-27 中国矿业大学(北京) Portable reaction component and production and combination method thereof
CN103058596A (en) * 2013-01-10 2013-04-24 浙江杭萧钢构股份有限公司 Autoclaved aerated concrete
CN103255860A (en) * 2013-01-27 2013-08-21 盐城工学院 On-site concrete shear wall structure with permanent heat insulation formwork and construction process of on-site concrete shear wall structure
CN103132633A (en) * 2013-01-29 2013-06-05 盐城工学院 Permanent shuttering cast-in-place extra light concrete self-insulation composite wall body and construction technology
CN103819148A (en) * 2014-02-26 2014-05-28 中天建设集团有限公司 Steel slag concrete
CN103981996A (en) * 2014-05-19 2014-08-13 叶萌 Ceramsite concrete block and manufacturing method of ceramsite concrete block
CN104402359A (en) * 2014-11-05 2015-03-11 新疆农业大学 Vegetable fiber bead ceramsite concrete block and vegetable fiber EPS ceramsite concrete block, and preparation methods thereof
CN104402359B (en) * 2014-11-05 2017-02-15 新疆农业大学 Vegetable fiber bead ceramsite concrete block and vegetable fiber EPS ceramsite concrete block, and preparation methods thereof
CN104803645A (en) * 2015-04-22 2015-07-29 江苏名和集团有限公司 High-strength light-weight concrete and preparation method thereof
CN105036629A (en) * 2015-08-07 2015-11-11 上海应用技术学院 Light-weight high-intensity concrete and preparing method of light-weight high-intensity concrete
CN105272018A (en) * 2015-11-17 2016-01-27 葛兆明 Non-shrinkage high-sound-isolation self-heat-insulation heat-isolation sand light wall module and manufacturing method thereof
CN109956716A (en) * 2017-12-14 2019-07-02 卢松 The preparation method of fly ash aerated brick
CN108585712A (en) * 2018-05-15 2018-09-28 湖北工业大学 The preparation method of large dosage solid waste wet-milled slurry composite scrap EPS granule insulating materials
CN108911592A (en) * 2018-08-01 2018-11-30 云南汇益环保科技有限公司 A kind of energy saving and environment friendly light aggregate concrete building block and its preparation method and application

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Application publication date: 20110914