CN108083737A - A kind of light high strength concrete material and preparation method thereof - Google Patents

A kind of light high strength concrete material and preparation method thereof Download PDF

Info

Publication number
CN108083737A
CN108083737A CN201810009104.7A CN201810009104A CN108083737A CN 108083737 A CN108083737 A CN 108083737A CN 201810009104 A CN201810009104 A CN 201810009104A CN 108083737 A CN108083737 A CN 108083737A
Authority
CN
China
Prior art keywords
parts
hollow glass
glass micropearl
high strength
cement
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
CN201810009104.7A
Other languages
Chinese (zh)
Inventor
程小伟
李成金
李玥
嵇武星
吴凯
梅开元
刘开强
程铎
周美容
郑雅丹
张春梅
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.)
Southwest Petroleum University
Original Assignee
Southwest Petroleum University
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 Southwest Petroleum University filed Critical Southwest Petroleum University
Priority to CN201810009104.7A priority Critical patent/CN108083737A/en
Publication of CN108083737A publication Critical patent/CN108083737A/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
    • 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
    • C04B2111/00017Aspects relating to the protection of the environment
    • 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
    • C04B2201/20Mortars, concrete or artificial stone characterised by specific physical values for the density
    • 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

Abstract

The invention discloses a kind of light high strength concrete material and preparation method thereof, which is made of by weight following components:1100~1200 parts of coarse aggregate, 1000~1100 parts of cement, 800~900 parts of pottery sand, 150~200 parts of silicon ash, 10~15 parts of dispersant, modified 50~60 parts of hollow glass micropearl, 200~250 parts of water;The coarse aggregate is haydites of book structure;The cement is G grades of oil well portland cements;The dispersant is sulfonated alkyl menaphthyl resin.This method includes:Dispersant is placed in blender and adds in suitable quantity of water stirring, haydite, pottery sand, cement and remaining water is poured into and continues to stir, silicon ash is eventually adding and modified hollow glass micropearl stirs evenly, poured in strength die, package is obturaged, and is conserved in water-bath curing box.The present invention improves the compression strength of existing light high strength concrete, corrosion resistance, also ensures the good durability of light high strength concrete, with short production cycle, has a vast market prospect.

Description

A kind of light high strength concrete material and preparation method thereof
Technical field
The present invention relates to a kind of light high strength concrete materials and preparation method thereof, belong to building material technical field.
Background technology
Light high strength concrete (HSLC) has the spies such as light-weight, intensity is high, density is low, elasticity modulus is low, durability is good Point, good heat preservation, insulative properties, the U.S. in 1913 are first light high strength concrete with the klining haydites of book structure that circles round Development lay a good foundation, fast development has been obtained in countries in the world since the sixties in last century, particularly in the U.S., north Europe, Japan and other countries are widely used in skyscraper, super-high building structure, Longspan Bridge and urban interchange and ocean In engineering.
It starts to walk relatively late, to be mainly subject to aggregate self-strength for the research and development of light high strength concrete in China Limitation, the intensity of concrete hardly result in raising, and are typically to reach raising concrete strength by increasing the dosage of cement Purpose, but since increasing for cement consumption can cause mixed lightweight aggregate to float, segregation phenomenon occurs, so as to cause mixed The intensity for coagulating soil declines, and elasticity modulus and stress distribution are uneven, seriously constrain being widely applied for light high strength concrete And application.
Meanwhile China has carried out numerous studies in terms of the large-scale application of light high strength concrete.Such as:Patent of invention Shen Please " light high strength concrete and its preparation method "(CN102659363 A)Increased by the compound use of exciting agent and tackifier The dosage of low-density cementitious material, promote slurry sticks poly- property, on the basis of hardened paste mechanical property is ensured, reaches significantly Degree reduces hardened paste unit weight purpose;Patent of invention " a kind of High-strength lightweight concrete "(ZL201310702446.4)In swelling Under the action of soil, by the activation of calcium carbonate and zinc sulfate, not only resistance to compression, tensile resistance are strong for gained concrete, but also quality It is relatively light;Application for a patent for invention " a kind of light high strength concrete and preparation method thereof "(CN104803645 A)Using molecular sieve and Air entraining agent collective effect introduces a large amount of micro- stomatas little to intensity effect in concrete, further reduces high-strength light coagulation The unit weight of soil promotes the application range of light high strength concrete.
Although more than technology prepares the lightweight concrete material of advantages of higher compressive strength to a certain extent, for being mixed The raw material entered are more demanding, and industrial processes are complex, and the apparent density for the concrete material prepared cannot obtain It effectively reduces, there are certain feasibility problems during practice of construction.
Oil-well cement is used in oil gas field well cementation field as a kind of high-strength cement, reaches after shaping in the short period Comparable intensity, with good stability after hardening, impervious, corrosion stability.The high intensity of oil-well cement, corrosion stability etc. is excellent It is benign to be used in light high strength concrete that the compression strength of concrete will to be effectively improved, at the same ensure light high strength concrete compared with Low-density, this is for the comprehensive performance important in inhibiting of raising light high strength concrete.
The content of the invention
It is an object of the invention to provide a kind of light high strength concrete material, the strength grades of the light high strength concrete For LC50~LC60, apparent density is controlled in 1500~1650kg/m3, there are the spies such as good antidetonation shock attenuation, durable, light-weight Point, and nontoxic, beneficial to environmental protection, the defects of overcoming the prior art and deficiency.
Another object of the present invention also resides in the preparation method for providing above-mentioned light high strength concrete material, and this method combines Current light high strength concrete technology and oil gas field well cementation field advanced material, not only substantially increase existing high-strength light coagulation Compression strength, the corrosion resistance of soil, while ensure that the good durability of light high strength concrete, while this method production cycle Short, raw material valency is low to be easy to get, and application easy to promote large-scale has a vast market prospect.
To reach more than technical purpose, the present invention provides following technical scheme.
A kind of light high strength concrete material is made of by weight following components:1100~1200 parts of coarse aggregate, cement 1000~1100 parts, 800~900 parts of pottery sand, 150~200 parts of silicon ash, 10~15 parts of dispersant, modified hollow glass micropearl 50 ~60 parts, 200~250 parts of water.
The coarse aggregate is haydites of book structure, and grain size is in 5~20mm.
The cement is G grades of oil well portland cements.
The pottery sand grain size is in 0.1~5mm.
The silicon ash SiO2Content is 99%.
The dispersant is sulfonated alkyl menaphthyl resin.
The modified hollow glass micropearl capacity is 418.8kg/m3, grain size is about 350~400 mesh, and preparation process is such as Under:
(1)The cleaning on hollow glass micropearl surface:By the unmodified hollow glass micropearl of 350~400 purposes in glassware It is even pave after, be positioned in plasma treatment instrument cavity, start power supply, open vacuum pump, treat that vacuum degree reaches 7Pa in cavity When, flow valve is opened, is put into processing gas, the processing gas is oxygen, when stability of flow, opens high frequency electric source and starts to put Electricity, processing power 60W, processing time are 50 seconds;
(2)The activation and etching of hollow glass micropearl:Hollow glass micropearl after cleaning is continued to use step(1)At the method Reason, processing power 350W, processing time are 300 seconds;
(3)The grafting of hollow glass micropearl:Hollow glass micropearl after activation and etching is positioned over plasma grafting equipment In, under vacuum, it is put into grafting gas, the grafting is the gas that is formed after acrylic acid aqueous solution gasifies with gas, It when flow reaches 1L/min, opens high frequency electric source and starts to discharge, processing power 250W, processing time is 300 seconds.
The preparation method of the light high strength concrete material, process are as follows:Weigh by weight successively haydite, pottery sand, Dispersant is placed in addition suitable quantity of water in blender and stirred evenly by cement, dispersant, silicon ash, modified hollow glass micropearl, water, It is made fully to dissolve, is configured to aqueous solution, haydite, pottery sand are poured into blender and stirred 30 seconds, add in cement and remaining water after Continuous stirring 3 minutes, is eventually adding silicon ash and modified hollow glass micropearl stirs 3 minutes to uniform mixing, poured in It in strength die, is wrapped up and being obturaged with preservative film, conserved under water-bath curing box setting condition.
The curing box imposes a condition as 40 DEG C of temperature, maintenance 28 days.
The present invention is used to fill the gap between coarse aggregate haydite using hollow glass, and pottery sand and silicon ash are then further filled out The gap between hollow float bead is filled, reaches closelypacked purpose layer by layer, so as to effectively increase the compression strength of concrete.
Compared with prior art, the invention has the advantages that:
(1)Oil-well cement is combined by the present invention with existing light high strength concrete technology of preparing, prepared coagulation unit weight of soil It is small, density is light, intensity is high, and prepare product it is nontoxic, be conducive to the protection of environment;
(2)Various raw material sources used in the present invention are wide, price is low, have the advantage of low cost;
(3)The present invention be not required it is cumbersome be mixed into process and additive modulation, product uniformity is good, can effectively shorten production week Phase;
(4)Light high strength concrete of the present invention has faster hydration rate and stronger hydration capability, hydrated product power Have excellent performance, and can meet practical implementation well;
(5)The present invention is easy to operate, and yield is high, relatively low to the quality requirements of raw material, can large-scale application.
In conclusion the technology of the present invention is reliable, yield is high, relatively low to the quality requirements of raw material, raw material is cheap and easy to get, and produces The product uniformity is high, chemical stability is good, hydration capability is strong, very environmentally friendly, suitable for large-scale industrial production.
Specific embodiment
The present invention is described below in conjunction with specific embodiment.But the invention is not restricted to following embodiments.This field Technical staff can be suitably modified or be changed to light high strength concrete with thinking according to the present invention, for example with other classes The cement or dispersant in the present invention are substituted like cement or dispersant, but should all be belonged to the scope of protection of the present invention.
Embodiment 1(Following substance is parts by weight)
A kind of light high strength concrete material, including 1100 parts of haydite, 800 parts, G grades 1100 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 200 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 2
A kind of light high strength concrete material, including 1200 parts of haydite, 800 parts, G grades 1100 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 200 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 3
A kind of light high strength concrete material, including 1100 parts of haydite, 800 parts, G grades 1000 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 200 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 4
A kind of light high strength concrete material, including 1100 parts of haydite, 800 parts, G grades 1100 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 200 parts of silicon ash, modified 50 parts of hollow glass micropearl, 200 parts of water.
Embodiment 5
A kind of light high strength concrete material, including 1100 parts of haydite, 800 parts, G grades 1100 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 150 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 6
A kind of light high strength concrete material, including 1100 parts of haydite, 900 parts, G grades 1100 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 200 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 7
A kind of light high strength concrete material, including 1100 parts of haydite, 800 parts, G grades 1100 parts of oil well portland cements of pottery sand, 20 parts of sulfonated alkyl menaphthyl resin, 200 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 8
A kind of light high strength concrete material, including 1200 parts of haydite, 900 parts, G grades 1100 parts of oil well portland cements of pottery sand, 15 parts of sulfonated alkyl menaphthyl resin, 250 parts of silicon ash, modified 60 parts of hollow glass micropearl, 200 parts of water.
Embodiment 1-8 is related to modified hollow glass micropearl, and preparation process is as follows:
(1)The cleaning on hollow glass micropearl surface:By the unmodified hollow glass micropearl of 350~400 purposes in glassware It is even pave after, be positioned in plasma treatment instrument cavity, start power supply, open vacuum pump, treat that vacuum degree reaches 7Pa in cavity When, flow valve is opened, is put into processing gas, the processing gas is oxygen, when stability of flow, opens high frequency electric source and starts to put Electricity, processing power 60W, processing time are 50 seconds;
(2)The activation and etching of hollow glass micropearl:Hollow glass micropearl after cleaning is continued to use step(1)At the method Reason, processing power 350W, processing time are 300 seconds;
(3)The grafting of hollow glass micropearl:Hollow glass micropearl after activation and etching is positioned over plasma grafting equipment In, under vacuum, it is put into grafting gas, the grafting is the gas that is formed after acrylic acid aqueous solution gasifies with gas, It when flow reaches 1L/min, opens high frequency electric source and starts to discharge, processing power 250W, processing time is 300 seconds.
The preparation process of embodiment 1-8 light high strength concrete materials is as follows:Weigh by weight successively haydite, pottery sand, Dispersant is placed in addition suitable quantity of water in blender and stirred evenly by cement, dispersant, silicon ash, modified hollow glass micropearl, water, It is made fully to dissolve, is configured to aqueous solution, haydite, pottery sand are poured into blender and stirred 30 seconds, add in cement and remaining water after Continuous stirring 3 minutes, is eventually adding silicon ash and modified hollow glass micropearl stirs 3 minutes to uniform mixing, poured in It in strength die, is wrapped up and being obturaged with preservative film, conserved in curing box.
The performance test of light high strength concrete material prepared by 1 embodiment 1-8 of table
Embodiment 1 Embodiment 2 Embodiment 3 Embodiment 4 Embodiment 5 Embodiment 6 Embodiment 7 Embodiment 8
Compression strength (Mpa) 58.4 53.4 46.0 56.0 52.0 43.0 59.0 43.2
Apparent density (kg/m3) 1530 1490 1560 1580 1575 1560 1565 1520
As it can be seen from table 1 light high strength concrete prepared by the present invention has relatively low apparent density, maintain higher Compression strength, solve the problems, such as that concrete apparent density and compression strength cannot improve simultaneously very well.

Claims (3)

1. a kind of light high strength concrete material is made of by weight following components:1100~1200 parts of coarse aggregate, cement 1000~1100 parts, 800~900 parts of pottery sand, 150~200 parts of silicon ash, 10~15 parts of dispersant, modified hollow glass micropearl 50 ~60 parts, 200~250 parts of water;The coarse aggregate is haydites of book structure, and grain size is in 5~20mm;The cement is G grades of oil well silicic acid Salt cement;The pottery sand grain size is in 0.1~5mm;The silicon ash SiO2Content is 99%;The dispersant is sulfonated alkyl naphathalene first Base resin;The modified hollow glass micropearl capacity is 418.8kg/m3, grain size is about 350~400 mesh.
A kind of 2. light high strength concrete material as described in claim 1, which is characterized in that the modified hollow glass micropearl Capacity is 418.8kg/m3, grain size is about 350~400 mesh, and preparation process is as follows:
(1)The cleaning on hollow glass micropearl surface:The hollow glass micropearl of 350~400 mesh is uniformly paved in glassware Afterwards, it is positioned in plasma treatment instrument cavity, starts power supply, open vacuum pump, when vacuum degree reaches 7Pa in cavity, opens Flow valve is put into processing gas, and the processing gas is oxygen, when stability of flow, opens high frequency electric source and starts to discharge, handle Power is 60W, and processing time is 50 seconds;
(2)The activation and etching of hollow glass micropearl:Hollow glass micropearl after cleaning is continued to use step(1)At the method Reason, processing power 350W, processing time are 300 seconds;
(3)The grafting of hollow glass micropearl:Hollow glass micropearl after activation and etching is positioned over plasma grafting equipment In, under vacuum, it is put into grafting gas, the grafting is the gas that is formed after acrylic acid aqueous solution gasifies with gas, It when flow reaches 1L/min, opens high frequency electric source and starts to discharge, processing power 250W, processing time is 300 seconds.
3. a kind of preparation method of light high strength concrete material as claimed in claim 1 or 2, process are as follows:Successively by weight Amount part weighs haydite, pottery sand, cement, dispersant, silicon ash, modified hollow glass micropearl, water, and dispersant is placed in blender and is added Enter suitable quantity of water to stir evenly, it is made fully to dissolve, be configured to aqueous solution, haydite, pottery sand are poured into blender and stirred 30 seconds, is added Enter cement and remaining water continues stirring 3 minutes, be eventually adding silicon ash and modified hollow glass micropearl is stirred until homogeneous mixing, by it It pours in strength die, is wrapped up and obturaged with preservative film, conserved under water-bath curing box setting condition.
CN201810009104.7A 2018-01-04 2018-01-04 A kind of light high strength concrete material and preparation method thereof Pending CN108083737A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810009104.7A CN108083737A (en) 2018-01-04 2018-01-04 A kind of light high strength concrete material and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810009104.7A CN108083737A (en) 2018-01-04 2018-01-04 A kind of light high strength concrete material and preparation method thereof

Publications (1)

Publication Number Publication Date
CN108083737A true CN108083737A (en) 2018-05-29

Family

ID=62181624

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810009104.7A Pending CN108083737A (en) 2018-01-04 2018-01-04 A kind of light high strength concrete material and preparation method thereof

Country Status (1)

Country Link
CN (1) CN108083737A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112694342A (en) * 2021-02-02 2021-04-23 上海建工建材科技集团股份有限公司 Lightweight high-strength high-ductility cement-based cementing composite material and preparation method thereof
CN113896482A (en) * 2021-11-11 2022-01-07 云南中建西部建设有限公司 Ultra-light high-strength concrete and preparation method thereof
CN114315287A (en) * 2022-01-27 2022-04-12 北京嘉华高强混凝土有限公司 Premixed pumping light high-strength concrete mixture and preparation method thereof
RU2773899C1 (en) * 2021-10-20 2022-06-14 Общество с ограниченной ответственностью «Московский бетонный завод» Lightweight construction composite

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1253922A (en) * 1998-11-12 2000-05-24 重庆钢铁(集团)有限责任公司 Cement fire-resistive concrete for oil well
US6290769B1 (en) * 1999-06-22 2001-09-18 Siplast, Inc. Lightweight insulating concrete and method for using same
CN103803904A (en) * 2013-12-30 2014-05-21 北京新航建材集团有限公司 Self-compacting light aggregate concrete and preparation method thereof
CN106116313A (en) * 2016-06-28 2016-11-16 安徽海龙建筑工业有限公司 A kind of high-strength light self-compacting concrete
CN106830667A (en) * 2015-12-03 2017-06-13 中国石油天然气股份有限公司 The method of modifying of hollow glass micropearl and its application

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1253922A (en) * 1998-11-12 2000-05-24 重庆钢铁(集团)有限责任公司 Cement fire-resistive concrete for oil well
US6290769B1 (en) * 1999-06-22 2001-09-18 Siplast, Inc. Lightweight insulating concrete and method for using same
CN103803904A (en) * 2013-12-30 2014-05-21 北京新航建材集团有限公司 Self-compacting light aggregate concrete and preparation method thereof
CN106830667A (en) * 2015-12-03 2017-06-13 中国石油天然气股份有限公司 The method of modifying of hollow glass micropearl and its application
CN106116313A (en) * 2016-06-28 2016-11-16 安徽海龙建筑工业有限公司 A kind of high-strength light self-compacting concrete

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112694342A (en) * 2021-02-02 2021-04-23 上海建工建材科技集团股份有限公司 Lightweight high-strength high-ductility cement-based cementing composite material and preparation method thereof
CN112694342B (en) * 2021-02-02 2022-05-31 上海建工建材科技集团股份有限公司 Lightweight high-strength high-ductility cement-based cementing composite material and preparation method thereof
RU2773899C1 (en) * 2021-10-20 2022-06-14 Общество с ограниченной ответственностью «Московский бетонный завод» Lightweight construction composite
CN113896482A (en) * 2021-11-11 2022-01-07 云南中建西部建设有限公司 Ultra-light high-strength concrete and preparation method thereof
CN114315287A (en) * 2022-01-27 2022-04-12 北京嘉华高强混凝土有限公司 Premixed pumping light high-strength concrete mixture and preparation method thereof

Similar Documents

Publication Publication Date Title
CN103121814B (en) Lightweight concrete and preparation method and applications thereof
CN104529333B (en) A kind of discarded fired brick regeneration C30 concrete and preparation method thereof
CN103011896B (en) Foam concrete
CN108341647A (en) A kind of air-entrained concrete building block and preparation method thereof
CN114591049B (en) Method for preparing green mortar by using construction waste
CN108774041A (en) A kind of water-permeable brick and preparation method thereof for making aggregate with artificial carbonization slag bead
CN104478324A (en) High-temperature-resisting geopolymer based reinforcing and repairing mortar as well as preparation method and application of high-temperature-resisting geopolymer based reinforcing and repairing mortar
CN108083737A (en) A kind of light high strength concrete material and preparation method thereof
CN108147760A (en) A kind of method for producing Ardealite block
CN108863261A (en) Fluorgypsum based self-leveling floor material and preparation method thereof
CN110294611B (en) Normal-temperature weak-alkali geopolymer excited cement soil and preparation process thereof
CN108585730A (en) High-strength super sulphur ardealite Slag concrete of one kind and preparation method thereof
CN108358547A (en) A kind of silane coupler modified diabase pervious concrete
CN108640631A (en) A method of preparing autoclave aerated concrete building block with plasma modification waste rubber powder-fibre reinforced haydite
CN109305792A (en) A kind of soil-solidified-agent, preparation method and soil solidification construction method
CN108191353A (en) The lightweight aggregate concrete prepared using discarded clay brick
CN110698148A (en) Foaming wall material and preparation method thereof
CN107056152A (en) A kind of energy-saving building brick and preparation method thereof
CN106986663A (en) A kind of preparation method of foam concrete block
CN107840610A (en) A kind of high-strength water-permeable concrete material and preparation method thereof
CN104827561B (en) A kind of steam pressure PHC pile tube preparation methods without remaining slurry
CN106810150A (en) A kind of EVA resin cooperates with the wear-resisting enhanced cement base water-permeable brick of slag micro powder
CN109650825A (en) A kind of concrete and its preparation method and application
CN107473660A (en) A kind of building block of high intensity sulfurizing iron tailing concrete and its preparation and application
CN111574143A (en) Formula of low-shrinkage artificial inorganic stone 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

Application publication date: 20180529

RJ01 Rejection of invention patent application after publication