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CN102701647A - Preparation method of recycled aggregate ready-mixed mortar - Google Patents

Preparation method of recycled aggregate ready-mixed mortar Download PDF

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Publication number
CN102701647A
CN102701647A CN2012100088831A CN201210008883A CN102701647A CN 102701647 A CN102701647 A CN 102701647A CN 2012100088831 A CN2012100088831 A CN 2012100088831A CN 201210008883 A CN201210008883 A CN 201210008883A CN 102701647 A CN102701647 A CN 102701647A
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China
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kilograms
regeneration
aggregates
preparation
strength grade
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孙伟沦
王畴峰
伏开磊
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Zhang Changxue
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SHENZHEN WEILUN BUILDING MATERIALS CO Ltd
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    • 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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Abstract

The invention relates to a preparation method of recycled aggregate ready-mixed mortar, belonging to the field of building raw materials. The preparation method comprises the following steps of: taking waste concrete, waste bricks and waste sand-lime building materials, which are smaller than 690mm, as raw materials, determining the quantity according to the needs, crushing and drying till the water content is not more than 0.5%, and then performing graded screening so as to prepare recycled aggregate with the particle sizes of 0.075-0.15 mm, 0.15-0.3 mm, 0.3-0.6 mm, 0.6-1.18 mm, 1.18-2.36 mm, 2.36-4.75 mm, 4.75-10 mm and 10-32 mm, wherein metal, wood chips, plastics and other sundries are removed in the graded screening, and the masonry, plastering, waterproof or ground mortar can be respectively prepared by enabling the proportion of the sum of one of the recycled aggregate, cement, powdered ore and cellulose, and short fiber, xanthan gum powder and waterproof powder to the added water to be 1: 0.18. The recycled aggregate ready-mixed mortar can be used as a building raw material. The preparation method has the advantages of protecting natural resources, saving labor, saving time, saving effort, realizing low cost, changing the wastes into valuable things, and meeting the requirements of low-carbon production and living.

Description

The preparation method of regeneration aggregate premixing mortar
Technical field
The preparation method of regeneration aggregate premixing mortar of the present invention relates to building materials technology field; Be particularly related to building materials raw material technical field; Be specifically related to preparing method's technical field of regeneration aggregate premixing mortar.
Background technology
With regard to building materials and building materials raw material; Everybody is not strange, and specific to premixing mortar, extraordinary mortar, concrete, air-entrained concrete building block, urban pavement brick, everybody is not strange yet; Especially build the premixing mortar that uses, all many is basic raw material with concrete and river sand.Along with the fast development of urban construction, mortar and concrete demand are increased day by day, and then the exploitation of river sand is also increased day by day, resource is limited after all, river sand also can be fewer and feweri thereupon, more will drop into lot of manpower and material resources.River sand (promptly by salvaging the sand of coming out in the ship Congjiang, river, the lake, its price is very high), river sand will be dried before using simultaneously; Because river sand water cut is 98%, about moisture approximately 70-80%, produces and to be less than 0.5% behind the natural air drying with the sand water cut; So river sand dried to spend a large amount of expenses; Not only consume a large amount of coal resources, freight charges are high, and substantial appreciation of prices.Simultaneously, on the other hand, the old building removal amount in city is increasing, and the waste after no doubt removing is also more and more, and concentrated stacking has taken increasing soil.The get off dumping of building of existing removal is increasing, handles seldom, and solid refuse is such as concrete, masonry etc.; Be difficult for decomposing, pass through the long duration and could natural decomposition fall, even be used for filling out hole, laying; Also can be excessive and can't dissolve owing to volume, not only the land occupation resource also is unfavorable for environmental greening; And of long duration, bury in underground, be unfavorable for vegetation growth and hinder soil to the filteration of underground water resources etc.Conclusion is got up, and existing known technology with deficiency, defective and drawback that present situation exists is: on the one hand, waste natural resource, time-consuming effort and increased extra-expense, price constantly rises violently and expense is high; On the other hand, refuse accumulation progressively increases and can't dissolve, the land occupation resource, environment impacted; All do not meet the requirement of low-carbon (LC) production and low-carbon (LC) life.Seeing that contriver's expertise is with abundant working experience and to the excelsior unremitting pursue of cause; The present invention is exactly conscientious and on sufficient investigation, understanding, analysis, summary, the above-mentioned existing known technology of research and the present situation basis; With " utilization of waste material " gordian technique, deficiency, defective and drawback that existing known technology and present situation exist succeed in developing in order to overcome and to solve.Through the present invention, make refuse obtain reasonable utilization, turn waste into wealth, meet environmental protection, reduced expense significantly, accomplished the life of low-carbon (LC) production and low-carbon (LC), made for Sustainable development contribution should have been arranged.
Summary of the invention
The present invention is with " utilization of waste material " gordian technique, and the preparation method of regeneration aggregate premixing mortar is provided, and makes " regeneration aggregate " building material raw produce; The present invention is being raw material less than the waste concrete of 690mm, useless brick, antiquated sand ash building castoff; Quantitative as required; Dry moisture again and carry out the grade screening after smaller or equal to 0.5% through pulverizing; In the grade screening, remove metal, wood chip and plastics and foreign material; Process the regeneration aggregate that particle is 0.075-0.15mm, 0.15-0.3mm, 0.3-0.6mm, 0.6-1.18mm, 1.18-2.36mm, 2.36-4.75mm, 4.75-10mm, 10-32mm, the summation of regeneration aggregate, cement, breeze, Mierocrystalline cellulose and staple fibre, yellow rubber powder, water-proofing powder and the ratio that adds water be respectively process at 1: 0.18 build by laying bricks or stones, plaster, waterproof, ground mortar.
The purpose that reaches through the present invention is: on the one hand, the protection natural resource, saving of work and time is laborsaving and eliminate extra-expense, the price that do not receive resource influences and expense is low; On the other hand, effectively dissolve refuse and turn waste into wealth, save land resources, effectively protect environment; Reduce cost and accomplish the requirement that meets the life of low-carbon (LC) production and low-carbon (LC).
For realizing above-mentioned purpose, technical scheme provided by the invention is:
A kind of preparation method of regeneration aggregate premixing mortar:
(1), the preparation of regeneration aggregate: being raw material less than the waste concrete of 690mm, useless brick, antiquated sand ash building castoff; Set amount on demand; Dry moisture again and carry out the grade screening after smaller or equal to 0.5% through pulverizing; In the grade screening process, using magnet removes metal and removes wood chip and plastics and foreign material with the mode of proportion size; Thereby be prepared into the regeneration aggregate that particle is respectively 0.075-0.15mm, 0.15-0.3mm, 0.3-0.6mm, 0.6-1.18mm, 1.18-2.36mm, 2.36-4.75mm, 4.75-10mm, 10-32mm, store for use respectively by the particle size difference regeneration aggregate;
(2), the preparation of cement model 32.5 masonry mortars:
(2). 1., the preparation of M5 strength grade masonry mortar: with 0.5 kilogram of 108 kilograms of 215 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 205 kilograms of the regeneration aggregates of 135 kilograms of the regeneration aggregates of 155 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.5 kilogram of yellow rubber powder mixes and stir and be prepared into M5 strength grade masonry mortar;
(2). 2., the preparation of M15 strength grade masonry mortar: with 0.5 kilogram of 108 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 210 kilograms of the regeneration aggregates of 195 kilograms of the regeneration aggregates of 125 kilograms of the regeneration aggregates of 202 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram of yellow rubber powder mixes and stir and be prepared into M15 strength grade masonry mortar;
(2). 3., the preparation of M30 strength grade masonry mortar: with 0.5 kilogram of 100 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 213 kilograms of the regeneration aggregates of 235 kilograms of the regeneration aggregates of 150 kilograms of the regeneration aggregates of 244 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.3 kilogram of yellow rubber powder mixes and stir and be prepared into M30 strength grade masonry mortar;
(3), the preparation of cement model 32.5 motars:
(3). 1., the preparation of M5 strength grade motar: with 0.5 kilogram of 108 kilograms of 217 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 226 kilograms of the regeneration aggregates of 208 kilograms of the regeneration aggregates of 140 kilograms of the regeneration aggregates of 160 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.3 kilogram on 9mm staple fibre mixes and stir and be prepared into M5 strength grade motar;
(3). 2., the preparation of M15 strength grade motar: with 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 126 kilograms of the regeneration aggregates of 210 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram on 9mm staple fibre mixes and stir and be prepared into M15 strength grade motar;
(3). 3., the preparation of M30 strength grade motar: with 0.5 kilogram of 100 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 213 kilograms of the regeneration aggregates of 235 kilograms of the regeneration aggregates of 142 kilograms of the regeneration aggregates of 250 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram on 9mm staple fibre mixes and stir and be prepared into M30 strength grade motar;
(4), the preparation of cement model 32.5 waterproof mortars:
(4). 1., the preparation of M10 strength grade waterproof mortar: with 0.3 kilogram on 0.5 kilogram of 103 kilograms of 201 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 221 kilograms of the regeneration aggregates of 202 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 196 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1 kilogram of water-proofing powder mixes and stir and be prepared into M10 strength grade waterproof mortar;
(4). 2., the preparation of M15 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 126 kilograms of the regeneration aggregates of 215 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.3 kilograms of water-proofing powder mix and stir and be prepared into M15 strength grade waterproof mortar;
(4). 3., the preparation of M20 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 110 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 220 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 225 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.6 kilograms of water-proofing powder mix and stir and be prepared into M20 strength grade waterproof mortar;
(4). 4., the preparation of M25 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 230 kilograms of regeneration aggregates, breeze 105 kg, the Mierocrystalline cellulose of 225 kilograms of the regeneration aggregates of 215 kilograms of the regeneration aggregates of 140 kilograms of the regeneration aggregates of 237 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.8 kilograms of water-proofing powder mix and stir and be prepared into M25 strength grade waterproof mortar;
(5), the preparation of cement model 32.5 ground mortars:
(5). 1., the preparation of M15 strength grade ground mortar: add water after the 0.5 kilogram of mixing of 100 kilograms of 115 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 160 kilograms of the regeneration aggregates of 226 kilograms of the regeneration aggregates of 248 kilograms of the regeneration aggregates of 225 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M15 strength grade ground mortar;
(5). 2., the preparation of M20 strength grade ground mortar: add water after the 0.5 kilogram of mixing of 95 kilograms of regeneration aggregate 105 kg, breezes, Mierocrystalline cellulose with 155 kilograms of the regeneration aggregates of 208 kilograms of the regeneration aggregates of 236 kilograms of the regeneration aggregates of 236 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M20 strength grade ground mortar;
(5). 3., the preparation of M25 strength grade ground mortar: add water after the 0.6 kilogram of mixing of 90 kilograms of 103 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 165 kilograms of the regeneration aggregates of 211 kilograms of the regeneration aggregates of 226 kilograms of the regeneration aggregates of 248 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M25 strength grade ground mortar;
(6), the M15 strength grade masonry mortar of cement model 42.5 preparation: 0.5 kilogram of 108 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 225 kilograms of the regeneration aggregates of 190 kilograms of the regeneration aggregates of 180 kilograms of cement, the regeneration aggregate 120 kg of said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm are prepared into M15 strength grade masonry mortar with adding the water stirring after 0.4 kilogram of yellow rubber powder mixes;
(7), the M15 strength grade motar of cement model 42.5 preparation: 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 195 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm are prepared into M15 strength grade motar with adding the water stirring after 0.4 kilogram on 9mm staple fibre mixes;
(8), the M20 strength grade waterproof mortar of cement model 42.5 preparation: 0.4 kilogram on 0.5 kilogram of 110 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 220 kilograms of the regeneration aggregates of 135 kilograms of the regeneration aggregates of 210 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre are prepared into M20 strength grade waterproof mortar with adding the water stirring after 1.6 kilograms of water-proofing powder mix;
(9), the M25 strength grade ground mortar of cement model 42.5 preparation: add water after the 0.5 kilogram of mixing of 90 kilograms of 103 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 165 kilograms of the regeneration aggregates of 211 kilograms of the regeneration aggregates of 240 kilograms of the regeneration aggregates of 230 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M25 strength grade ground mortar.
The preparation method of described regeneration aggregate premixing mortar is in the preparation of said masonry mortar, in the preparation of motar, in the preparation of waterproof mortar, the summation and the ratio that adds water of the cement described in the preparation of ground mortar, the regeneration aggregate of 2.36-4.75mm, the regeneration aggregate of 1.18-2.36mm, the regeneration aggregate of 0.6-1.18mm, regeneration aggregate, breeze, Mierocrystalline cellulose and the 9mm staple fibre of 0.3-0.6mm, yellow rubber powder, water-proofing powder be 1: 0.18.
The preparation method of described regeneration aggregate premixing mortar; Various said masonry mortars, motar, waterproof mortar, ground mortar in the preparation, to said cement mix with breeze stir 30 seconds, again add said regeneration aggregate mix stir 30 seconds, add said Mierocrystalline cellulose again and mix stirring 120 seconds with 9mm staple fibre, yellow rubber powder, water-proofing powder; To said various materials when feeding intake Weighing and to the preparation finished product carry out the Weighing second time.
Owing to adopted technical scheme provided by the present invention; Because the present invention has adopted " utilization of waste material " gordian technique; Because the present invention is being raw material less than the waste concrete of 690mm, useless brick, antiquated sand ash building castoff; Set amount on demand; Dry moisture again and carry out the grade screening after smaller or equal to 0.5% through pulverizing; In the grade screening process, using magnet removes metal and removes wood chip and plastics and foreign material with the mode of proportion size; Thereby be prepared into the regeneration aggregate that particle is 0.075-0.15mm, 0.15-0.3mm, 0.3-0.6mm, 0.6-1.18mm, 1.18-2.36mm, 2.36-4.75mm, 4.75-10mm, 10-32mm, the summation of regeneration aggregate, cement, breeze, Mierocrystalline cellulose, staple fibre, yellow rubber powder, water-proofing powder and the ratio that adds water are respectively to be prepared into masonry mortar, motar, waterproof mortar, ground mortar at 1: 0.18.Make the present invention compare with existing known technology and present situation, the beneficial effect of acquisition is:
1, the present invention adopts " utilization of waste material " gordian technique, and a kind of preparation method of regeneration aggregate premixing mortar is provided.
2, use preparation method of the present invention, prepared " regeneration aggregate " building materials raw material product innovation.
3, use preparation method of the present invention, prepared masonry mortar, motar, waterproof mortar, the ground mortar of various strength grades, and expense reduces significantly.
4, the present invention carries out Weighing for the first time and the finished product of preparation is carried out the Weighing second time said various materials when feeding intake; Through the Weighing second time; Can accurately calculate rate of loss after each discharging, so as the accuracy of control mortar proportioning, the error that control feeds intake, discharging occurs; Loss is reduced greatly, improve the quality.
5, " regeneration aggregate " of the present invention, 1/10th also low than river sand price, and also the 6-8 that the oven dry expense is lower than river sand oven dry expense is doubly, has also saved a large amount of various expenses such as transportation simultaneously, has obtained the low beneficial effect of expense.
6, the preparation of " regeneration aggregate " according to the invention, the building castoff of using fully with waste concrete, useless brick, antiquated sand ash is a raw material, and building castoff is turned waste into wealth.
7, the success of " regeneration aggregate " according to the invention preparation has solved the problem of dissolving of building castoff, has accomplished effective protection environment.
8, natural resource have effectively been protected in the preparation of " regeneration aggregate " according to the invention, have accomplished the life of low-carbon (LC) production and low-carbon (LC), and having made for Sustainable development to have contribution.
9, " regeneration aggregate " of the present invention building materials raw material product innovation; In the preparation that is applied to the regeneration aggregate premixing mortar; Also can be applicable in the preparation of the extraordinary mortar of regeneration aggregate or be applied in the preparation of regenerated aggregate concrete or be applied in the preparation of regeneration aggregate air-entrained concrete building block or be applied to obtain the beneficial effect of applied range in the preparation of regeneration aggregate urban pavement brick.
10, the present invention's " regeneration aggregate " preparation and with the method for " regeneration aggregate " preparation " masonry mortar, motar, waterproof mortar, ground mortar "; Its design is scientific and reasonable, method is simple, effect stability is reliable, helps wide popularization and application.
Description of drawings
Figure of description is the technological operation step window synoptic diagram of the specific embodiment of the invention.
Embodiment
Embodiment one
Below in conjunction with Figure of description, the present invention is described in detail.Shown in Figure of description:
A kind of preparation method of regeneration aggregate premixing mortar:
(1), the preparation of regeneration aggregate: being raw material less than the waste concrete of 690mm, useless brick, antiquated sand ash building castoff; Set amount on demand; Dry moisture again and carry out the grade screening after smaller or equal to 0.5% through pulverizing; In the grade screening process, using magnet removes metal and removes wood chip and plastics and foreign material with the mode of proportion size; Thereby be prepared into the regeneration aggregate that particle is respectively 0.075-0.15mm, 0.15-0.3mm, 0.3-0.6mm, 0.6-1.18mm, 1.18-2.36mm, 2.36-4.75mm, 4.75-10mm, 10-32mm, store for use respectively by the particle size difference regeneration aggregate;
(2), the preparation of cement model 32.5 masonry mortars:
(2). 1., the preparation of M5 strength grade masonry mortar: with 0.5 kilogram of 108 kilograms of 215 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 205 kilograms of the regeneration aggregates of 135 kilograms of the regeneration aggregates of 155 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.5 kilogram of yellow rubber powder mixes and stir and be prepared into M5 strength grade masonry mortar;
(2). 2., the preparation of M15 strength grade masonry mortar: with 0.5 kilogram of 108 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 210 kilograms of the regeneration aggregates of 195 kilograms of the regeneration aggregates of 125 kilograms of the regeneration aggregates of 202 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram of yellow rubber powder mixes and stir and be prepared into M15 strength grade masonry mortar;
(2). 3., the preparation of M30 strength grade masonry mortar: with 0.5 kilogram of 100 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 213 kilograms of the regeneration aggregates of 235 kilograms of the regeneration aggregates of 150 kilograms of the regeneration aggregates of 244 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.3 kilogram of yellow rubber powder mixes and stir and be prepared into M30 strength grade masonry mortar;
(3), the preparation of cement model 32.5 motars:
(3). 1., the preparation of M5 strength grade motar: with 0.5 kilogram of 108 kilograms of 217 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 226 kilograms of the regeneration aggregates of 208 kilograms of the regeneration aggregates of 140 kilograms of the regeneration aggregates of 160 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.3 kilogram on 9mm staple fibre mixes and stir and be prepared into M5 strength grade motar;
(3). 2., the preparation of M15 strength grade motar: with 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 126 kilograms of the regeneration aggregates of 210 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram on 9mm staple fibre mixes and stir and be prepared into M15 strength grade motar;
(3). 3., the preparation of M30 strength grade motar: with 0.5 kilogram of 100 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 213 kilograms of the regeneration aggregates of 235 kilograms of the regeneration aggregates of 142 kilograms of the regeneration aggregates of 250 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram on 9mm staple fibre mixes and stir and be prepared into M30 strength grade motar;
(4), the preparation of cement model 32.5 waterproof mortars:
(4). 1., the preparation of M10 strength grade waterproof mortar: with 0.3 kilogram on 0.5 kilogram of 103 kilograms of 201 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 221 kilograms of the regeneration aggregates of 202 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 196 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1 kilogram of water-proofing powder mixes and stir and be prepared into M10 strength grade waterproof mortar;
(4). 2., the preparation of M15 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 126 kilograms of the regeneration aggregates of 215 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.3 kilograms of water-proofing powder mix and stir and be prepared into M15 strength grade waterproof mortar;
(4). 3., the preparation of M20 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 110 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 220 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 225 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.6 kilograms of water-proofing powder mix and stir and be prepared into M20 strength grade waterproof mortar;
(4). 4., the preparation of M25 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 230 kilograms of regeneration aggregates, breeze 105 kg, the Mierocrystalline cellulose of 225 kilograms of the regeneration aggregates of 215 kilograms of the regeneration aggregates of 140 kilograms of the regeneration aggregates of 237 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.8 kilograms of water-proofing powder mix and stir and be prepared into M25 strength grade waterproof mortar;
(5), the preparation of cement model 32.5 ground mortars:
(5). 1., the preparation of M15 strength grade ground mortar: add water after the 0.5 kilogram of mixing of 100 kilograms of 115 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 160 kilograms of the regeneration aggregates of 226 kilograms of the regeneration aggregates of 248 kilograms of the regeneration aggregates of 225 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M15 strength grade ground mortar;
(5). 2., the preparation of M20 strength grade ground mortar: add water after the 0.5 kilogram of mixing of 95 kilograms of regeneration aggregate 105 kg, breezes, Mierocrystalline cellulose with 155 kilograms of the regeneration aggregates of 208 kilograms of the regeneration aggregates of 236 kilograms of the regeneration aggregates of 236 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M20 strength grade ground mortar;
(5). 3., the preparation of M25 strength grade ground mortar: add water after the 0.6 kilogram of mixing of 90 kilograms of 103 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 165 kilograms of the regeneration aggregates of 211 kilograms of the regeneration aggregates of 226 kilograms of the regeneration aggregates of 248 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M25 strength grade ground mortar;
(6), the M15 strength grade masonry mortar of cement model 42.5 preparation: 0.5 kilogram of 108 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 225 kilograms of the regeneration aggregates of 190 kilograms of the regeneration aggregates of 180 kilograms of cement, the regeneration aggregate 120 kg of said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm are prepared into M15 strength grade masonry mortar with adding the water stirring after 0.4 kilogram of yellow rubber powder mixes;
(7), the M15 strength grade motar of cement model 42.5 preparation: 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 195 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm are prepared into M15 strength grade motar with adding the water stirring after 0.4 kilogram on 9mm staple fibre mixes;
(8), the M20 strength grade waterproof mortar of cement model 42.5 preparation: 0.4 kilogram on 0.5 kilogram of 110 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 220 kilograms of the regeneration aggregates of 135 kilograms of the regeneration aggregates of 210 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre are prepared into M20 strength grade waterproof mortar with adding the water stirring after 1.6 kilograms of water-proofing powder mix;
(9), the M25 strength grade ground mortar of cement model 42.5 preparation: add water after the 0.5 kilogram of mixing of 90 kilograms of 103 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 165 kilograms of the regeneration aggregates of 211 kilograms of the regeneration aggregates of 240 kilograms of the regeneration aggregates of 230 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M25 strength grade ground mortar.
The preparation method of described regeneration aggregate premixing mortar is in the preparation of said masonry mortar, in the preparation of motar, in the preparation of waterproof mortar, the summation and the ratio that adds water of the cement described in the preparation of ground mortar, the regeneration aggregate of 2.36-4.75mm, the regeneration aggregate of 1.18-2.36mm, the regeneration aggregate of 0.6-1.18mm, regeneration aggregate, breeze, Mierocrystalline cellulose and the 9mm staple fibre of 0.3-0.6mm, yellow rubber powder, water-proofing powder be 1: 0.18.
The preparation method of described regeneration aggregate premixing mortar; Various said masonry mortars, motar, waterproof mortar, ground mortar in the preparation, to said cement mix with breeze stir 30 seconds, again add said regeneration aggregate mix stir 30 seconds, add said Mierocrystalline cellulose again and mix stirring 120 seconds with 9mm staple fibre, yellow rubber powder, water-proofing powder; To said various materials when feeding intake Weighing and to the preparation finished product carry out the Weighing second time.
In above-mentioned practical implementation process: to said regeneration aggregate respectively with the preparation that is applied to the regeneration aggregate premixing mortar in, be applied in the preparation of the extraordinary mortar of regeneration aggregate, be applied in the preparation of regenerated aggregate concrete, be applied in the preparation of regeneration aggregate air-entrained concrete building block, be applied to implement in the preparation of regeneration aggregate urban pavement brick; All received the good result of expection.
Embodiment two
Implement by embodiment one; Just: use cement model 32.5; Prepared the masonry mortar of M5 strength grade, M7.5 strength grade, M10 strength grade, M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade respectively; And the motar of M5 strength grade, M7.5 strength grade, M10 strength grade, M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade; And the waterproof mortar of M10 strength grade, M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade, and the ground mortar of M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade; The proportioning such as the following table of the regeneration aggregate of the regeneration aggregate of said cement, 2.36-4.75mm, the regeneration aggregate of 1.18-2.36mm, 0.6-1.18mm, the regeneration aggregate of 0.3-0.6mm, breeze, Mierocrystalline cellulose or 9mm staple fibre:
Figure BSA00000656696300161
Received the good result of expection equally.
Embodiment three
Implement by embodiment one; Just: use cement model 42.5; Prepared the masonry mortar of M5 strength grade, M7.5 strength grade, M10 strength grade, M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade respectively; And the motar of M5 strength grade, M7.5 strength grade, M10 strength grade, M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade; And the waterproof mortar of M10 strength grade, M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade, and the ground mortar of M15 strength grade, M20 strength grade, M25 strength grade, M30 strength grade; The proportioning such as the following table of the regeneration aggregate of the regeneration aggregate of said cement, 2.36-4.75mm, the regeneration aggregate of 1.18-2.36mm, 0.6-1.18mm, the regeneration aggregate of 0.3-0.6mm, breeze, Mierocrystalline cellulose or 9mm staple fibre:
Figure BSA00000656696300171
Received the good result of expection equally.
Embodiment four
On the enforcement basis of embodiment one, two, three, implement; Just: be the basis with embodiment one, two, three, and on its basis separately, dwindle 1,2,5,8,10,15,20,25,30,35,40,45,50 times respectively and implement; Also on its basis separately, enlarging 1,2,5,8,10,15,20,25,30,35,40,45,50 times respectively implements; Thereby obtained the revision test repeatedly of the various scales of original reason test, small-scale test, laboratory test, expanding test, medium-sized test, large-scale experiment, industrial experimentation; All obtained the good result of expection; The present invention is had from principle to the solid foundation of implementing, for practical application has been created good condition, established solid foundation for wide popularization and application.
The present invention has carried out property on probation examination after making and finishing, and in property examination on probation, evaluates through the expert and consistently thinks: regeneration aggregate succeed in developing, building castoff is turned waste into wealth; Solved the problem of dissolving of waste, protected natural resource effectively, as basic material; Except can be applicable to the regeneration aggregate premixing mortar; Also can be applicable to the making of the extraordinary mortar of regeneration aggregate, regenerated aggregate concrete, regeneration aggregate air-entrained concrete building block, regeneration aggregate urban pavement brick, effectively reduced production cost, accomplished the life of protection environment and low-carbon (LC) production and low-carbon (LC); For due contribution has been made in Sustainable development; Its design is scientific and reasonable, method is simple, effect stability is reliable, has the extremely social value of reality, has application value widely.Through examination on probation, obtained expert's consistent favorable comment; Obtained the good result of expection.
More than being merely preferred embodiment of the present invention, is not that the present invention is done any pro forma restriction; But the those of ordinary skill of all industry is all implemented with the above shown in the by specification accompanying drawing swimmingly; But the equivalent variations of making differentiation not breaking away from technical scheme of the present invention is equivalent embodiment of the present invention, all still belongs to technical scheme of the present invention.

Claims (3)

1. the preparation method of a regeneration aggregate premixing mortar is characterized in that:
(1), the preparation of regeneration aggregate: being raw material less than the waste concrete of 690mm, useless brick, antiquated sand ash building castoff; Set amount on demand; Dry moisture again and carry out the grade screening after smaller or equal to 0.5% through pulverizing; In the grade screening process, using magnet removes metal and removes wood chip and plastics and foreign material with the mode of proportion size; Thereby be prepared into the regeneration aggregate that particle is respectively 0.075-0.15mm, 0.15-0.3mm, 0.3-0.6mm, 0.6-1.18mm, 1.18-2.36mm, 2.36-4.75mm, 4.75-10mm, 10-32mm, store for use respectively by the particle size difference regeneration aggregate;
(2), the preparation of cement model 32.5 masonry mortars:
(2). 1., the preparation of M5 strength grade masonry mortar: with 0.5 kilogram of 108 kilograms of 215 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 205 kilograms of the regeneration aggregates of 135 kilograms of the regeneration aggregates of 155 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.5 kilogram of yellow rubber powder mixes and stir and be prepared into M5 strength grade masonry mortar;
(2). 2., the preparation of M15 strength grade masonry mortar: with 0.5 kilogram of 108 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 210 kilograms of the regeneration aggregates of 195 kilograms of the regeneration aggregates of 125 kilograms of the regeneration aggregates of 202 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram of yellow rubber powder mixes and stir and be prepared into M15 strength grade masonry mortar;
(2). 3., the preparation of M30 strength grade masonry mortar: with 0.5 kilogram of 100 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 213 kilograms of the regeneration aggregates of 235 kilograms of the regeneration aggregates of 150 kilograms of the regeneration aggregates of 244 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.3 kilogram of yellow rubber powder mixes and stir and be prepared into M30 strength grade masonry mortar;
(3), the preparation of cement model 32.5 motars:
(3). 1., the preparation of M5 strength grade motar: with 0.5 kilogram of 108 kilograms of 217 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 226 kilograms of the regeneration aggregates of 208 kilograms of the regeneration aggregates of 140 kilograms of the regeneration aggregates of 160 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.3 kilogram on 9mm staple fibre mixes and stir and be prepared into M5 strength grade motar;
(3). 2., the preparation of M15 strength grade motar: with 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 126 kilograms of the regeneration aggregates of 210 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram on 9mm staple fibre mixes and stir and be prepared into M15 strength grade motar;
(3). 3., the preparation of M30 strength grade motar: with 0.5 kilogram of 100 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 213 kilograms of the regeneration aggregates of 235 kilograms of the regeneration aggregates of 142 kilograms of the regeneration aggregates of 250 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm with add water after 0.4 kilogram on 9mm staple fibre mixes and stir and be prepared into M30 strength grade motar;
(4), the preparation of cement model 32.5 waterproof mortars:
(4). 1., the preparation of M10 strength grade waterproof mortar: with 0.3 kilogram on 0.5 kilogram of 103 kilograms of 201 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 221 kilograms of the regeneration aggregates of 202 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 196 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1 kilogram of water-proofing powder mixes and stir and be prepared into M10 strength grade waterproof mortar;
(4). 2., the preparation of M15 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 126 kilograms of the regeneration aggregates of 215 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.3 kilograms of water-proofing powder mix and stir and be prepared into M15 strength grade waterproof mortar;
(4). 3., the preparation of M20 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 110 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 220 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 225 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.6 kilograms of water-proofing powder mix and stir and be prepared into M20 strength grade waterproof mortar;
(4). 4., the preparation of M25 strength grade waterproof mortar: with 0.4 kilogram on 0.5 kilogram of 230 kilograms of regeneration aggregates, breeze 105 kg, the Mierocrystalline cellulose of 225 kilograms of the regeneration aggregates of 215 kilograms of the regeneration aggregates of 140 kilograms of the regeneration aggregates of 237 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre with add water after 1.8 kilograms of water-proofing powder mix and stir and be prepared into M25 strength grade waterproof mortar;
(5), the preparation of cement model 32.5 ground mortars:
(5). 1., the preparation of M15 strength grade ground mortar: add water after the 0.5 kilogram of mixing of 100 kilograms of 115 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 160 kilograms of the regeneration aggregates of 226 kilograms of the regeneration aggregates of 248 kilograms of the regeneration aggregates of 225 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M15 strength grade ground mortar;
(5). 2., the preparation of M20 strength grade ground mortar: add water after the 0.5 kilogram of mixing of 95 kilograms of regeneration aggregate 105 kg, breezes, Mierocrystalline cellulose with 155 kilograms of the regeneration aggregates of 208 kilograms of the regeneration aggregates of 236 kilograms of the regeneration aggregates of 236 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M20 strength grade ground mortar;
(5). 3., the preparation of M25 strength grade ground mortar: add water after the 0.6 kilogram of mixing of 90 kilograms of 103 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 165 kilograms of the regeneration aggregates of 211 kilograms of the regeneration aggregates of 226 kilograms of the regeneration aggregates of 248 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M25 strength grade ground mortar;
(6), the M15 strength grade masonry mortar of cement model 42.5 preparation: 0.5 kilogram of 108 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 225 kilograms of the regeneration aggregates of 190 kilograms of the regeneration aggregates of 180 kilograms of cement, the regeneration aggregate 120 kg of said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm are prepared into M15 strength grade masonry mortar with adding the water stirring after 0.4 kilogram of yellow rubber powder mixes;
(7), the M15 strength grade motar of cement model 42.5 preparation: 0.5 kilogram of 108 kilograms of 196 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 216 kilograms of the regeneration aggregates of 198 kilograms of the regeneration aggregates of 130 kilograms of the regeneration aggregates of 195 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm are prepared into M15 strength grade motar with adding the water stirring after 0.4 kilogram on 9mm staple fibre mixes;
(8), the M20 strength grade waterproof mortar of cement model 42.5 preparation: 0.4 kilogram on 0.5 kilogram of 110 kilograms of 195 kilograms of regeneration aggregates, breezes, the Mierocrystalline cellulose of 205 kilograms of the regeneration aggregates of 220 kilograms of the regeneration aggregates of 135 kilograms of the regeneration aggregates of 210 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and 9mm staple fibre are prepared into M20 strength grade waterproof mortar with adding the water stirring after 1.6 kilograms of water-proofing powder mix;
(9), the M25 strength grade ground mortar of cement model 42.5 preparation: add water after the 0.5 kilogram of mixing of 90 kilograms of 103 kilograms of regeneration aggregates, breezes, Mierocrystalline cellulose with 165 kilograms of the regeneration aggregates of 211 kilograms of the regeneration aggregates of 240 kilograms of the regeneration aggregates of 230 kilograms of cement, said 2.36-4.75mm, said 1.18-2.36mm, said 0.6-1.18mm, said 0.3-0.6mm and stir and be prepared into M25 strength grade ground mortar.
2. the preparation method of regeneration aggregate premixing mortar according to claim 1 is characterized in that: in the preparation of said masonry mortar, in the preparation of motar, in the preparation of waterproof mortar, the summation and the ratio that adds water of the cement described in the preparation of ground mortar, the regeneration aggregate of 2.36-4.75mm, the regeneration aggregate of 1.18-2.36mm, the regeneration aggregate of 0.6-1.18mm, regeneration aggregate, breeze, Mierocrystalline cellulose and the 9mm staple fibre of 0.3-0.6mm, yellow rubber powder, water-proofing powder be 1: 0.18.
3. the preparation method of regeneration aggregate premixing mortar according to claim 1; It is characterized in that: various said masonry mortars, motar, waterproof mortar, ground mortar in the preparation, to said cement mix with breeze stir 30 seconds, again add said regeneration aggregate mix stir 30 seconds, add said Mierocrystalline cellulose again and mix stirring 120 seconds with 9mm staple fibre, yellow rubber powder, water-proofing powder; To said various materials when feeding intake Weighing and to the preparation finished product carry out the Weighing second time.
CN2012100088831A 2012-01-13 2012-01-13 Preparation method of recycled aggregate ready-mixed mortar Pending CN102701647A (en)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103265250A (en) * 2013-05-31 2013-08-28 深圳市绿发鹏程环保科技有限公司 Dry-mixed waterproof mortar
CN103771804A (en) * 2014-01-13 2014-05-07 同济大学 Polished tile waste-doped hydrophobic plastering mortar and using method thereof
CN105367021A (en) * 2015-11-04 2016-03-02 桐乡正昶新型材料有限公司 Production technology for preparing premixed dry-mixed mortar from recycled aggregate
CN105712679A (en) * 2016-01-27 2016-06-29 西京学院 Preparation method of nano mineral powder composite aramid fiber reinforced recycled concrete
CN106478028A (en) * 2016-11-03 2017-03-08 清远肆柒柒新材料科技有限公司 A kind of masonry mortar composition
CN106478027A (en) * 2016-11-03 2017-03-08 清远肆柒柒新材料科技有限公司 A kind of ground mortar composition
CN106495612A (en) * 2016-11-03 2017-03-15 清远肆柒柒新材料科技有限公司 A kind of motar composition
CN108546021A (en) * 2018-05-22 2018-09-18 浙江省通用砂浆研究院 A kind of assembled architecture low-carbon environment-friendly regeneration photocatalysis decoration mortar and preparation method thereof
CN109553334A (en) * 2019-01-14 2019-04-02 江苏金海宁新型建材科技有限公司 A kind of recycled aggregate premixing mortar and preparation method thereof
CN115353331A (en) * 2022-07-27 2022-11-18 南京益夫新材料科技有限公司 Preparation method of regenerated plastering mortar

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005342558A (en) * 2004-05-31 2005-12-15 Taisei Rotec Corp Facility for regeneration of return ready-mixed concrete and method of managing regenerated aggregate
CN101538132A (en) * 2009-04-17 2009-09-23 浙江大学宁波理工学院 Recycling method of waste concrete
WO2011099805A2 (en) * 2010-02-12 2011-08-18 수도권매립지관리공사 Method for sorting combustible waste from construction waste
CN102161580A (en) * 2010-02-23 2011-08-24 东莞易施宝建筑材料有限公司 Renewable building material
CN102211889A (en) * 2011-04-19 2011-10-12 上海德滨环保科技有限公司 Method for resource recovery of construction wastes

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005342558A (en) * 2004-05-31 2005-12-15 Taisei Rotec Corp Facility for regeneration of return ready-mixed concrete and method of managing regenerated aggregate
CN101538132A (en) * 2009-04-17 2009-09-23 浙江大学宁波理工学院 Recycling method of waste concrete
WO2011099805A2 (en) * 2010-02-12 2011-08-18 수도권매립지관리공사 Method for sorting combustible waste from construction waste
CN102161580A (en) * 2010-02-23 2011-08-24 东莞易施宝建筑材料有限公司 Renewable building material
CN102211889A (en) * 2011-04-19 2011-10-12 上海德滨环保科技有限公司 Method for resource recovery of construction wastes

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
姚武: "《绿色混凝土》", 31 January 2006, 化学工业出版社 *

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103265250A (en) * 2013-05-31 2013-08-28 深圳市绿发鹏程环保科技有限公司 Dry-mixed waterproof mortar
CN103265250B (en) * 2013-05-31 2015-08-19 深圳市绿发鹏程环保科技有限公司 One is dry mixed waterproof mortar
CN103771804A (en) * 2014-01-13 2014-05-07 同济大学 Polished tile waste-doped hydrophobic plastering mortar and using method thereof
CN105367021A (en) * 2015-11-04 2016-03-02 桐乡正昶新型材料有限公司 Production technology for preparing premixed dry-mixed mortar from recycled aggregate
CN105712679A (en) * 2016-01-27 2016-06-29 西京学院 Preparation method of nano mineral powder composite aramid fiber reinforced recycled concrete
CN106478028A (en) * 2016-11-03 2017-03-08 清远肆柒柒新材料科技有限公司 A kind of masonry mortar composition
CN106478027A (en) * 2016-11-03 2017-03-08 清远肆柒柒新材料科技有限公司 A kind of ground mortar composition
CN106495612A (en) * 2016-11-03 2017-03-15 清远肆柒柒新材料科技有限公司 A kind of motar composition
CN108546021A (en) * 2018-05-22 2018-09-18 浙江省通用砂浆研究院 A kind of assembled architecture low-carbon environment-friendly regeneration photocatalysis decoration mortar and preparation method thereof
CN109553334A (en) * 2019-01-14 2019-04-02 江苏金海宁新型建材科技有限公司 A kind of recycled aggregate premixing mortar and preparation method thereof
CN115353331A (en) * 2022-07-27 2022-11-18 南京益夫新材料科技有限公司 Preparation method of regenerated plastering mortar

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