CN110330287A - A kind of regeneration brick aggregate pervious concrete and preparation method thereof - Google Patents

A kind of regeneration brick aggregate pervious concrete and preparation method thereof Download PDF

Info

Publication number
CN110330287A
CN110330287A CN201910489496.6A CN201910489496A CN110330287A CN 110330287 A CN110330287 A CN 110330287A CN 201910489496 A CN201910489496 A CN 201910489496A CN 110330287 A CN110330287 A CN 110330287A
Authority
CN
China
Prior art keywords
regeneration brick
brick aggregate
pervious concrete
water
regeneration
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
CN201910489496.6A
Other languages
Chinese (zh)
Inventor
高建明
杨锋
陈雪梅
陈高丰
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.)
Southeast University
Original Assignee
Southeast 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 Southeast University filed Critical Southeast University
Priority to CN201910489496.6A priority Critical patent/CN110330287A/en
Publication of CN110330287A publication Critical patent/CN110330287A/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
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284Materials permeable to liquids
    • 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

A kind of regeneration brick aggregate pervious concrete and preparation method thereof, the concrete includes following components by quality: 1150~1184 parts of regeneration brick aggregate, 201.3~276.3 parts of cement, 71.9~98.7 parts of lithium ground-slag, 14.4~19.7 parts of silicon ash, 72~98.7 parts of water, 0.06~0.08 part of hydroxypropyl methyl cellulose, 0.92~1.26 part of high-efficiency water-reducing agent of poly-carboxylic acid, preparation method is as follows: 1) weighing cement, silicon ash, lithium ground-slag in proportion and be uniformly mixed;2) regeneration brick aggregate is weighed in proportion, and the mixture that step 1) obtains is added, is uniformly mixed;3) water, hydroxypropyl methyl cellulose, polycarboxylate water-reducer is weighed in proportion to be added in the mixture obtained through step 2), the regeneration brick aggregate pervious concrete can be obtained after being uniformly mixed, the regeneration brick aggregate pervious concrete cohesiveness is preferable, being self-possessed, low, water absorption rate is high, good water-retaining property, purifying water effect are good, adsorbing heavy metal ions, low in cost, can be widely applied to riverbank, the places such as slope protection, roadbase are mated formation.

Description

A kind of regeneration brick aggregate pervious concrete and preparation method thereof
Technical field
The present invention relates to a kind of regeneration brick aggregate pervious concretes and preparation method thereof, belong to building material technical field.
Background technique
With the propulsion of Modernization construction process, the building generated in urban construction, transformation, demolishing process Solid waste is increasing, wherein being discarded masonry, concret block more than 40%.These building wastes occupy largely Land resource and environment is seriously polluted, serious adverse effect is caused to city environmental protection and construction aspect.Further, since The original ground in city is gradually covered by building and cement pavement, is caused city more and more rainy days " waterlogging " occur and is asked Topic, thus government driving " sponge city " construction.Background based on building solid castoff disposition and sponge urban construction, The main feature of masonry is discarded for building demolition, studies influence of the regeneration brick aggregate to pervious concrete performance.Research achievement It can be widely applied for riverbank, the places such as slope protection, roadbase are mated formation, expanded building solid castoff significantly in sponge city Construction mat formation in new application, the whereabouts of building castoff is solved the problems, such as from source, can effectively reduce primary gather materials Exploitation, while can solve the handling problems of building castoff again.
With discarded masonry aggregate prepare regeneration brick aggregate pervious concrete meet current low-carbon, environmental protection, green, resource can be again The raw theory recycled.Regeneration brick aggregate pervious concrete has the following characteristics that compared with common pervious concrete, regeneration brick Aggregate pervious concrete has that be self-possessed that low, water absorption rate is high, good water-retaining property, purifying water effect are good, can adsorb heavy metal ion etc. excellent Point.In addition, regeneration brick aggregate is from a wealth of sources, it is low in cost.Pervious concrete at present on the market is at high price, regeneration brick aggregate Pervious concrete is low in cost under conditions of meeting pervious concrete and being typically designed requirement, while also achieving building solid Waste material recycles.
Summary of the invention
Technical problem: the object of the present invention is to provide a kind of regeneration brick aggregate pervious concrete and preparation method thereof, with It solves the problems, such as to propose in above-mentioned technical background.
Technical solution: the present invention provides a kind of regeneration brick aggregate pervious concrete, which matches Than including: in terms of mass parts
Wherein:
The regeneration brick aggregate is obtained by removing the waste that waste and old building generates through circular treatment, the circular treatment side Method includes broken, screening, magnetic sorting, selection by winnowing removal of impurities.
The regeneration brick aggregate includes two kinds of specification partial sizes: 4.75~9.5mm, 9.5~15mm.
The content of common brick block is 70~75wt% in the regeneration brick aggregate, and broken concret block content is about 20~25wt%, reclaimed sand lumps body is about 5~10wt%.
The cement is the portland cement of defined in GB175-2011 standard, and strength grade is 42.5 or more.
The lithium ground-slag is Jiangsu Rongda New Material Co., Ltd.'s production, meets YB/T4230-2010 and " is used for Lithium ground-slag in cement and concrete " in relevant regulations.
The silicon ash is to meet the silicon ash of defined in GB/T27690-2011 standard.
The high efficiency water reducing agent is polycarboxylic type high performance water reducer, and water-reducing rate 25% meets GB8076-2008 standard In relevant regulations.
The present invention also provides a kind of preparation methods of regeneration brick aggregate pervious concrete, comprising the following steps:
1) cement, silicon ash, lithium ground-slag are weighed in proportion and are uniformly mixed;
2) regeneration brick aggregate is weighed in proportion, and the mixture that step 1) obtains is added, is uniformly mixed;
3) water, hydroxypropyl methyl cellulose, polycarboxylate water-reducer are weighed in proportion, and the mixture obtained through step 2) is added In, the regeneration brick aggregate pervious concrete can be obtained after being uniformly mixed, the regeneration brick aggregate mixed is permeable mixed Solidifying soil aggregate surface slurry package is uniform and glossy.
Wherein:
The when a length of 30~60s being stirred described in step 1);
Additional water and uniform mixing must be added according to saturated water absorption in regeneration brick aggregate described in step 1), prewet 20 in advance ~30h;
The when a length of 60~90s being stirred described in step 2);
The when a length of 120~150s being stirred described in step 3).
The utility model has the advantages that compared with prior art, the present invention has the advantage that
1, construction waste masonry is prepared regeneration brick aggregate pervious concrete as regeneration brick aggregate to be a kind of by the present invention, Prepared using it regeneration brick aggregate pervious concrete self weight it is low, water absorption rate is high, good water-retaining property, it is good to water body purification effect, It is low in cost, it can be widely applied to riverbank, the places such as slope protection, roadbase are mated formation;
2, present invention selection promotes the cohesiveness of cement slurry using silicon ash and hydroxypropyl methyl cellulose, enables slurry It is enough to be preferably wrapped in brick aggregate surface, and do not easily lead to that slurry fluidity is excessive and plug-hole;Silicon ash is to regeneration brick aggregate simultaneously The promotion of pervious concrete intensity is made that contribution;
3, present invention selection replaces part of cement to reduce cement consumption using a large amount of lithium ground-slags to improve cement slurry water conservation Property and cohesiveness, improve pervious concrete water storage satisfy outlet capacity;The micro-packing effect of lithium ground-slag can optimize cement slurry, mention High slurry compactness improves hardened paste intensity;
3, present invention selection reduces water-cement ratio using polycarboxylate water-reducer while guaranteeing mobility, so that brick aggregate Concrete can reach higher intensity;The use of silicon ash is also made for the strength enhancing of regeneration brick aggregate pervious concrete simultaneously Contribution.
Specific embodiment
In order to better understand the present invention, the invention will be further described below, but should not be understood as the present invention and only fit For following Examples, person skilled in art some nonessential changes according to the content of aforementioned present invention to what the present invention made Into and adjustment, still fall within protection scope of the present invention.
By the present invention in that with building solid castoff regeneration brick aggregate replace natural resources sandstone, by adjusting cement, The dosage of silicon ash, lithium ground-slag and additive meets common intensity demand, low in cost to make, and can be widely used for riverbank, shield Slope, roadbase such as are mated formation at the regeneration brick aggregate pervious concrete in places, are also reduced while mitigating to city environmental pollution Consumption to natural rubble, reduces cost, realizes recycling, innoxious, economic benefit and the social benefit of building waste It is fairly obvious.
Example 1:
The proportion of a kind of regeneration brick aggregate pervious concrete, the regeneration brick aggregate pervious concrete includes: in mass
The preparation process of the regeneration brick aggregate pervious concrete is as follows:
Regeneration brick aggregate is prewetted 20h in advance according to the saturated water absorption of regeneration brick aggregate, is subsequently placed in blender, it will Cement, lithium ground-slag, silicon ash weigh in proportion to be added in forced stirrer, stirs 60s under conditions of rate is 30r/min, so After be added weighed regeneration brick aggregate in proportion continue stir 90s, by water, polycarboxylate high performance water-reducing agent, hydroxypropyl methyl Cellulose, which is added simultaneously in blender, can be obtained regeneration brick aggregate pervious concrete after stirring 120s.
Example 2:
A kind of regeneration brick aggregate concrete, the proportion of the regeneration brick aggregate concrete include: in mass
The preparation process of the regeneration brick aggregate concrete is as follows:
Regeneration brick aggregate is prewetted for 24 hours in advance according to the saturated water absorption of regeneration brick aggregate, is subsequently placed in blender, it will Cement, lithium ground-slag, silicon ash weigh in proportion to be added in forced stirrer, stirs 30s under conditions of rate is 30r/min, so After be added weighed regeneration brick aggregate in proportion continue stir 60s, by water, polycarboxylate high performance water-reducing agent, hydroxypropyl methyl Cellulose, which is added simultaneously in blender, can be obtained regeneration brick aggregate pervious concrete after stirring 150s.
Example 3:
The proportion of a kind of regeneration brick aggregate pervious concrete, the regeneration brick aggregate pervious concrete includes: in mass
The preparation process of the regeneration brick aggregate concrete is as follows:
Regeneration brick aggregate is prewetted 30h in advance according to the saturated water absorption of regeneration brick aggregate, is subsequently placed in blender, it will Cement, lithium ground-slag, silicon ash weigh in proportion to be added in forced stirrer, stirs 30s under conditions of rate is 30r/min, so After be added weighed regeneration brick aggregate in proportion continue stir 90s, by water, polycarboxylate high performance water-reducing agent, hydroxypropyl methyl Cellulose, which is added simultaneously in blender, can be obtained regeneration brick aggregate pervious concrete after stirring 150s.
Implementation result:

Claims (10)

1. a kind of regeneration brick aggregate pervious concrete, it is characterised in that: the proportion of the regeneration brick aggregate pervious concrete is with quality Part is counted
2. a kind of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: the regeneration brick aggregate is by tearing open Except the waste that waste and old building generates is obtained through circular treatment, the circulation process method include broken, screening, magnetic sorting, Selection by winnowing removal of impurities;The regeneration brick aggregate includes two kinds of specification partial sizes: 4.75~9.5mm, 9.5~15mm.
3. a kind of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: in the regeneration brick aggregate The content of common brick block be 70~75wt%, broken concret block content be 20~25wt%, reclaimed sand lumps body be 5~ 10wt%.
4. a kind of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: the cement is GB175- The portland cement of defined in 2011 standards, strength grade are 42.5 or more.
5. a kind of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: the silicon ash is to meet The silicon ash of defined in GB/T 27690-2011 standard.
6. a kind of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: the lithium ground-slag meets Relevant regulations in YB/T 4230-2010 " for the lithium ground-slag in cement and concrete ".
7. a kind of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: the high efficiency water reducing agent is Polycarboxylic type high performance water reducer, water-reducing rate 25% meet the relevant regulations in GB8076-2008 standard.
8. a kind of preparation method of regeneration brick aggregate pervious concrete as described in claim 1, it is characterised in that: the preparation side Method the following steps are included:
1) cement, silicon ash, lithium ground-slag are weighed in proportion and is uniformly mixed, and mixture is obtained;
2) regeneration brick coarse aggregate is weighed in proportion, and the mixture that step 1) obtains is added, is uniformly mixed;
3) water, hydroxypropyl methyl cellulose, polycarboxylic type high performance water reducer are weighed in proportion, and the mixing obtained through step 2) is added In material, the regeneration brick aggregate pervious concrete can be obtained after being uniformly mixed, the regeneration brick aggregate mixed is permeable Slurry package in aggregate surface is uniform and glossy.
9. a kind of preparation method of regeneration brick aggregate concrete as claimed in claim 8, it is characterised in that: described in step 1) The when a length of 30~60s being stirred;The when a length of 60s~90s being stirred described in step 2);Stirring described in step 3) A length of 120s~150s when mixed.
10. a kind of preparation method of regeneration brick aggregate concrete as claimed in claim 11, it is characterised in that: step 1) is described Regeneration brick aggregate additional water and uniform mixing must be added according to saturated water absorption, prewet 20~30h in advance.
CN201910489496.6A 2019-06-06 2019-06-06 A kind of regeneration brick aggregate pervious concrete and preparation method thereof Pending CN110330287A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910489496.6A CN110330287A (en) 2019-06-06 2019-06-06 A kind of regeneration brick aggregate pervious concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910489496.6A CN110330287A (en) 2019-06-06 2019-06-06 A kind of regeneration brick aggregate pervious concrete and preparation method thereof

Publications (1)

Publication Number Publication Date
CN110330287A true CN110330287A (en) 2019-10-15

Family

ID=68140950

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910489496.6A Pending CN110330287A (en) 2019-06-06 2019-06-06 A kind of regeneration brick aggregate pervious concrete and preparation method thereof

Country Status (1)

Country Link
CN (1) CN110330287A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110845194A (en) * 2019-11-12 2020-02-28 中国地质科学院郑州矿产综合利用研究所 Pervious concrete prepared from brick slag recycled aggregate and preparation method thereof
CN112266267A (en) * 2020-10-19 2021-01-26 深圳市为海建材有限公司 Light recycled aggregate pervious concrete and preparation method thereof
CN112624673A (en) * 2020-12-23 2021-04-09 杭州余杭恒力混凝土有限公司 High-substitution-rate recycled aggregate concrete and preparation process thereof
CN114890744A (en) * 2022-05-13 2022-08-12 中建西部建设西南有限公司 Green low-carbon concrete and preparation method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108298914A (en) * 2018-04-04 2018-07-20 黄淮学院 A kind of regenerative pervious concrete and preparation method thereof
CN108516772A (en) * 2018-06-25 2018-09-11 深圳市振惠建混凝土有限公司 A kind of pervious concrete and preparation method thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108298914A (en) * 2018-04-04 2018-07-20 黄淮学院 A kind of regenerative pervious concrete and preparation method thereof
CN108516772A (en) * 2018-06-25 2018-09-11 深圳市振惠建混凝土有限公司 A kind of pervious concrete and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110845194A (en) * 2019-11-12 2020-02-28 中国地质科学院郑州矿产综合利用研究所 Pervious concrete prepared from brick slag recycled aggregate and preparation method thereof
CN112266267A (en) * 2020-10-19 2021-01-26 深圳市为海建材有限公司 Light recycled aggregate pervious concrete and preparation method thereof
CN112624673A (en) * 2020-12-23 2021-04-09 杭州余杭恒力混凝土有限公司 High-substitution-rate recycled aggregate concrete and preparation process thereof
CN112624673B (en) * 2020-12-23 2022-08-23 杭州余杭恒力混凝土有限公司 High-substitution-rate recycled aggregate concrete and preparation process thereof
CN114890744A (en) * 2022-05-13 2022-08-12 中建西部建设西南有限公司 Green low-carbon concrete and preparation method thereof

Similar Documents

Publication Publication Date Title
CN105776994B (en) A kind of self-compacting concrete prepared using concrete mixing plant useless slurry
CN110330287A (en) A kind of regeneration brick aggregate pervious concrete and preparation method thereof
CN110734257A (en) Preparation method of high impervious concrete
CN106673592A (en) Method for preparing concrete pavement brick by using recycled aggregate of construction waste
CN104150840B (en) C60 full-manufactured sand super high-rise pump concrete
CN103936368B (en) C40 level simple grain level regeneration self-compacting concrete and preparation method thereof
CN109231904B (en) Early-strength self-compacting concrete and preparation method thereof
CN108726956A (en) A kind of modification regeneration concrete and preparation method thereof
CN107686298B (en) A kind of self-compaction composite concrete and preparation method thereof
CN108706928A (en) A kind of brick concrete mixed regeneration coarse aggregate concrete and preparation method thereof
CN107777981A (en) A kind of regeneration concrete and preparation method thereof
CN111205038A (en) Pumping total iron tailing concrete and preparation method thereof
CN108409222A (en) A kind of hydraulic engineering concrete special and preparation method thereof
CN102923997B (en) Method for preparing high-strength semi-regenerative coarse aggregate concretes
CN109265038A (en) A kind of modification regeneration coarse aggregate and its method for preparing regeneration concrete
CN109574582B (en) Pervious concrete with heavy metal ion adsorption capacity and preparation method thereof
CN107382216A (en) Fill high-strength concrete of iron tailings and building waste and preparation method thereof
CN107879681A (en) A kind of concrete slurry, alkali-activated carbonatite lightweight rubber regeneration concrete and preparation method thereof
CN108751865A (en) Body refuse soil regeneration baking-free brick and preparation method thereof more than a kind of
CN111875312A (en) Fluid state reclaimed material and preparation process thereof
CN112142377A (en) Concrete processing technology doped with waste concrete blocks
CN105152597B (en) Using regenerated aggregate concrete of discarded clay brick and discarded concrete and preparation method thereof
CN109467370A (en) A kind of high additive mixing ceramic tile aggregate C160UHPC and preparation method thereof
CN113105149A (en) Concrete glue reducing agent and preparation method and application method thereof
CN111995322A (en) Preparation method of recycled brick-concrete aggregate pervious concrete

Legal Events

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

Application publication date: 20191015