CN1558032A - Manufacturing method of high-porosity permeable concrete pavement containing active minerals - Google Patents
Manufacturing method of high-porosity permeable concrete pavement containing active minerals Download PDFInfo
- Publication number
- CN1558032A CN1558032A CNA2004100390920A CN200410039092A CN1558032A CN 1558032 A CN1558032 A CN 1558032A CN A2004100390920 A CNA2004100390920 A CN A2004100390920A CN 200410039092 A CN200410039092 A CN 200410039092A CN 1558032 A CN1558032 A CN 1558032A
- Authority
- CN
- China
- Prior art keywords
- water
- reducing agent
- concrete
- cement
- active mineral
- 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
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
本发明涉及一种含活性矿物质的高强大孔透水混凝土路面的制造方法,该方法是由以下步骤构成:混合料的重量配比为,石子∶砂∶水=1∶0.265∶0.020,再在上述混合料中加入水泥、粉煤灰、减水剂,混凝土配制的重量配比为,混合料∶水泥∶粉煤灰∶水=1∶0.136∶0.024∶0.0313。将上述配制料搅拌均匀,再加入减水剂,使其中的水泥浆产生流动性,从而使水泥浆与配制料搅拌均匀,时间4分钟,得到混凝土拌合物;将上述混凝土拌合物浇注模具中,震捣成型,24小时后拆模,得到透水混凝土铺地材料。本发明解决了透水混凝土的高强和耐久的使用要求的难题。The present invention relates to a kind of manufacturing method of high-strength porous concrete pavement containing active mineral. Cement, fly ash, and water reducer are added to the above mixture, and the weight ratio of concrete preparation is: mixture: cement: fly ash: water = 1: 0.136: 0.024: 0.0313. Stir the above-mentioned preparations evenly, and then add a water reducer to make the cement slurry in it fluid, so that the cement slurry and the preparation are stirred evenly, and the time is 4 minutes to obtain a concrete mixture; pour the above-mentioned concrete mixture into the mold In the middle, it was formed by vibration, and the formwork was removed after 24 hours to obtain a permeable concrete floor material. The invention solves the difficult problem of high-strength and durable use requirements of permeable concrete.
Description
技术领域technical field
本发明涉及一种含活性矿物质的高强大孔透水混凝土路面的制造方法。The invention relates to a method for manufacturing a high-strength porous concrete pavement containing active minerals.
背景技术Background technique
在公路、露天停车场、人行道等路面如何达到使其具有透水、降低噪音、改善行驶质量等问题,是当今世界许多国家迫切需要解决的问题。目前,常用的多孔路面材料分为沥青基和水泥基两大类。沥青基的多孔路面材料耐热和强度差、污染环境、寿命短。水泥基的多孔路面材料与沥青基的多孔路面材料相比,具有透水潮湿后性能稳定、不向道路环境中释放有害化学物质、体积稳定、耐久性强等优点。但水泥基的多孔路面材料的强度低,抗压强度在15Mpa~25Mpa范围内,难以进一步提高,从而阻碍了水泥基的多孔路面材料的推广应用。虽有的国家采用有机增强组分如采用乙酸乙烯脂-乙烯共聚乳液、聚乙烯醇缩甲醛,或SBR橡胶乳液来增强水泥基的多孔路面材料的强度,但由于有机增强组分的耐候性差、容易老化和价值昂贵。所以加入有机增强组分仍不能满足透水混凝土的高强和耐久的使用要求。因此,如何满足透水混凝土的高强和耐久的使用要求是摆在各国科学家和研究人员面前的迫切需要解决的一道难题。How to achieve water permeability, reduce noise, and improve driving quality on roads, open-air parking lots, sidewalks and other road surfaces is an urgent problem to be solved in many countries in the world today. At present, the commonly used porous pavement materials are divided into two categories: asphalt-based and cement-based. Asphalt-based porous pavement materials have poor heat resistance and strength, pollute the environment, and have a short service life. Compared with asphalt-based porous pavement materials, cement-based porous pavement materials have the advantages of stable performance after permeation and humidity, no release of harmful chemicals into the road environment, stable volume, and strong durability. However, the strength of cement-based porous pavement materials is low, and the compressive strength is in the range of 15Mpa to 25Mpa, which is difficult to further improve, thus hindering the popularization and application of cement-based porous pavement materials. Although some countries use organic reinforcing components such as vinyl acetate-ethylene copolymer emulsion, polyvinyl formal, or SBR rubber emulsion to enhance the strength of cement-based porous pavement materials, but due to the poor weather resistance of organic reinforcing components, Aging easily and expensive. Therefore, the addition of organic reinforcing components still cannot meet the high-strength and durable requirements of pervious concrete. Therefore, how to meet the high-strength and durable requirements of pervious concrete is an urgent problem that scientists and researchers from all over the world need to solve.
发明内容Contents of the invention
本发明的目的是提供一种含活性矿物质的高强大孔透水混凝土路面的制造方法,该方法可满足透水混凝土的多孔透水、低成本、高强和耐久的使用要求。The purpose of the present invention is to provide a method for manufacturing a high-porosity permeable concrete pavement containing active minerals, which can meet the requirements of porous concrete, low cost, high strength and durability.
本发明一种含活性矿物质的高强大孔透水混凝土路面的制造方法是由以下步骤构成:A kind of manufacturing method of the high-strength permeable concrete pavement containing active minerals of the present invention is composed of the following steps:
(1)混合料的制备,混合料的重量配比为:(1) preparation of compound, the weight ratio of compound is:
石子∶砂∶水=1∶0.1~0.3∶0.01~0.04gravel: sand: water = 1: 0.1~0.3: 0.01~0.04
将上述混合料在搅拌机中搅拌均匀,时间2~4分钟,所述的石子为天然卵石,或碎石其粒径为5~40mm,砂子的细度模数为1.6~3.2;Stir the above mixture evenly in a mixer for 2 to 4 minutes, the stones are natural pebbles or crushed stones with a particle size of 5 to 40 mm, and the fineness modulus of the sand is 1.6 to 3.2;
(2)混凝土的配制,在上述混合料中加入水泥、活性矿物掺合料、减水剂,混凝土配制的重量配比为:(2) The preparation of concrete, add cement, active mineral admixture, water reducing agent in the above-mentioned mixture, the weight ratio of concrete preparation is:
混合料∶水泥∶活性矿物掺合料∶水=1∶0.1~0.4∶0.008~0.050∶0.02~0.08Mixture: cement: active mineral admixture: water = 1: 0.1~0.4: 0.008~0.050: 0.02~0.08
将上述配制料搅拌均匀,再加入减水剂,使其中的水泥浆产生流动性,再搅拌均匀,时间3~5分钟,得到混凝土拌合物;Stir the above-mentioned preparations evenly, then add a water reducer to make the cement slurry in it fluid, and then stir evenly for 3 to 5 minutes to obtain a concrete mixture;
(3)将上述混凝土拌合物浇注模具中,震捣成型,24小时后拆模,得到透水混凝土铺地砖,或将上述混凝土拌合物浇注在路基施工中,碾压成型,得到透水混凝土路面;(3) Pour the above-mentioned concrete mixture into a mold, vibrate and form it, and remove the mold after 24 hours to obtain a permeable concrete floor tile, or pour the above-mentioned concrete mixture into a roadbed construction, and roll it into shape to obtain a permeable concrete pavement ;
(4)养护,将上述得到透水混凝土铺地砖,或透水混凝土路面,在温度15℃~25℃,保湿养护,时间7~15日。(4) Curing, the permeable concrete floor tiles obtained above, or the permeable concrete pavement, are kept moist at a temperature of 15° C. to 25° C. for 7 to 15 days.
所述的减水剂可以是萘糸减水剂、水溶性树脂糸减水剂、木质素糸减水剂、糖蜜系减水剂中的任选一种,或数种的任意组合。所述的减水剂的加入量为占水泥加入重量的0.5~3%。例如萘糸减水剂可选NF,木质素糸减水剂可选木质素磺酸钙,水溶性树脂糸减水剂可选三聚氢胺树脂磺酸纳等。The water reducer can be any one of naphthalene water reducer, water-soluble resin water reducer, lignin water reducer, molasses water reducer, or any combination of several. The added amount of the water reducer is 0.5-3% of the added weight of cement. For example, naphthalene superplasticizer can choose NF, lignin superplasticizer can choose calcium lignosulfonate, water-soluble resin superplasticizer can choose melamine resin sodium sulfonate, etc.
所述的活性矿物掺合料可以是粉煤灰、硅粉、水淬矿渣、火山灰渣、火山灰质材料、烧结土中的任选一种,或数种的任意组合。The active mineral admixture can be any one of fly ash, silicon powder, water-quenched slag, pozzolanic slag, pozzolanic material, and sintered soil, or any combination of several kinds.
本发明的方法有如下优点:Method of the present invention has following advantage:
1、本发明解决了透水混凝土的高强和耐久的使用要求的难题。1. The present invention solves the difficult problem of high-strength and durable use requirements of permeable concrete.
2、用本发明方法制备的透水混凝土具有高强度、耐久和透水的性能,28天抗压强度达30~50Mpa,透水糸数达1.0~10.0mm/s,表观密度为1900~2300kg/m3。这种透水多孔混凝土的高强度是通过多种无机材料的粘结所获得,而不含任何有机增强材料,使用成低。2. The permeable concrete prepared by the method of the present invention has high strength, durability and water permeability. The 28-day compressive strength reaches 30-50Mpa, the number of water-permeable strands reaches 1.0-10.0mm/s, and the apparent density is 1900-2300kg/ m3 . The high strength of this kind of permeable porous concrete is obtained through the bonding of various inorganic materials, without any organic reinforcing materials, and the use cost is low.
3、本发明具有简单易行的优点,同时利于充分利用水资源、保护增加地下水、消除路面积水、提高路面交通的舒适性、安全性、减低路面交通噪音和保护环境的作用。3. The present invention has the advantages of being simple and easy to operate, and at the same time, it is beneficial to make full use of water resources, protect and increase groundwater, eliminate road surface water, improve road traffic comfort and safety, reduce road traffic noise and protect the environment.
具体实施方式Detailed ways
混合料的重量配比为:石子∶砂∶水=1∶0.265∶0.020,石子为天然卵石,其粒径为5~25mm,砂为河砂,细度模数为3.11,将上述混合料在搅拌机中搅拌均匀,时间3分钟。再在上述混合料中加入水泥、粉煤灰、减水剂,混凝土配制的重量配比为:混合料∶水泥∶粉煤灰∶水=1∶0.136∶0.024∶0.0313。将上述配制料搅拌均匀,再加入占水泥加入重量2%的减水剂-木质素磺酸钙,使其中的水泥浆产生流动性,从而使水泥浆与配制料搅拌均匀,时间4分钟,得到混凝土拌合物;将上述混凝土拌合物浇注模具中,震捣成型,24小时后拆模,得到透水混凝土铺地砖,将上述得到透水混凝土铺地砖,在温度15℃~25℃,保湿养护,时间7日。测得透水混凝土铺地砖表观密度为2259kg/m3,28天抗压强度达43.1Mpa,透水糸数达2.0mm/s。The weight proportion of mixture is: stone: sand: water=1: 0.265: 0.020, and stone is natural pebble, and its particle diameter is 5~25mm, and sand is river sand, and fineness modulus is 3.11, and above-mentioned mixture is in Mix well in a blender for 3 minutes. Then add cement, fly ash, and water reducer to the above mixture, and the weight ratio of concrete preparation is: mixture: cement: fly ash: water=1: 0.136: 0.024: 0.0313. Stir the above-mentioned preparations evenly, and then add a water reducing agent-calcium lignosulfonate accounting for 2% by weight of the cement, so that the cement slurry therein can generate fluidity, so that the cement slurry and the preparations are stirred evenly, and the time is 4 minutes. Concrete mixture: pour the above concrete mixture into a mold, vibrate and form it, and remove the mold after 24 hours to obtain a permeable concrete floor tile. The permeable concrete floor tile obtained above is kept at a temperature of 15°C to 25°C for moisturizing and curing. Time 7th. The measured apparent density of permeable concrete floor tiles is 2259kg/m 3 , the 28-day compressive strength reaches 43.1Mpa, and the water permeability reaches 2.0mm/s.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2004100390920A CN1558032A (en) | 2004-02-02 | 2004-02-02 | Manufacturing method of high-porosity permeable concrete pavement containing active minerals |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2004100390920A CN1558032A (en) | 2004-02-02 | 2004-02-02 | Manufacturing method of high-porosity permeable concrete pavement containing active minerals |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1558032A true CN1558032A (en) | 2004-12-29 |
Family
ID=34352263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2004100390920A Pending CN1558032A (en) | 2004-02-02 | 2004-02-02 | Manufacturing method of high-porosity permeable concrete pavement containing active minerals |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1558032A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102745961A (en) * | 2012-07-13 | 2012-10-24 | 新疆西部建设股份有限公司 | Mine mullock pervious concrete and preparation method thereof |
| CN102898062A (en) * | 2012-10-24 | 2013-01-30 | 中建商品混凝土成都有限公司 | Special compound additive for pebble-type permeable concrete |
| CN105198302A (en) * | 2015-10-28 | 2015-12-30 | 山东大学 | Water permeable concrete and water permeable concrete pipe for collecting rainwater |
| CN105503234A (en) * | 2015-12-15 | 2016-04-20 | 苏州万盛混凝土有限公司 | Preparation method of vegetation form light high-strength concrete |
| CN105565723A (en) * | 2016-01-27 | 2016-05-11 | 昆明市宜鑫荣商品混凝土有限公司 | Pervious concrete formula and construction method |
| CN106187270A (en) * | 2016-07-18 | 2016-12-07 | 安徽世光新型节能建材有限公司 | A kind of polymer pervious concrete for building sponge city |
| CN106400641A (en) * | 2016-10-19 | 2017-02-15 | 山西省交通科学研究院 | Paving material and environment-friendly easy-drainage porous pavement structure prepared through paving material |
| CN107175750A (en) * | 2016-03-09 | 2017-09-19 | 长春市隆达新型建材有限公司 | A kind of preparation method of water-permeable brick |
| CN107915439A (en) * | 2017-08-02 | 2018-04-17 | 荆门市意祥机械有限公司 | A kind of water-permeable brick |
| CN107935463A (en) * | 2017-08-02 | 2018-04-20 | 荆门市意祥机械有限公司 | A kind of asphalt mixtures modified by epoxy resin brick grease |
| CN108840637A (en) * | 2018-07-02 | 2018-11-20 | 深圳市东大洋建材有限公司 | A kind of pervious concrete and preparation method thereof |
| CN109293294A (en) * | 2018-10-08 | 2019-02-01 | 科利尔环保科技有限责任公司 | A kind of side slope deep layer gutter enhancement eco-concrete |
| EP3004019B1 (en) * | 2013-06-07 | 2019-10-09 | Solidia Technologies, Inc. | Production of pervious composite materials |
-
2004
- 2004-02-02 CN CNA2004100390920A patent/CN1558032A/en active Pending
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102745961A (en) * | 2012-07-13 | 2012-10-24 | 新疆西部建设股份有限公司 | Mine mullock pervious concrete and preparation method thereof |
| CN102898062A (en) * | 2012-10-24 | 2013-01-30 | 中建商品混凝土成都有限公司 | Special compound additive for pebble-type permeable concrete |
| CN102898062B (en) * | 2012-10-24 | 2014-08-06 | 中建商品混凝土成都有限公司 | Special compound additive for pebble-type permeable concrete |
| EP3004019B1 (en) * | 2013-06-07 | 2019-10-09 | Solidia Technologies, Inc. | Production of pervious composite materials |
| CN105198302A (en) * | 2015-10-28 | 2015-12-30 | 山东大学 | Water permeable concrete and water permeable concrete pipe for collecting rainwater |
| CN105503234A (en) * | 2015-12-15 | 2016-04-20 | 苏州万盛混凝土有限公司 | Preparation method of vegetation form light high-strength concrete |
| CN105565723A (en) * | 2016-01-27 | 2016-05-11 | 昆明市宜鑫荣商品混凝土有限公司 | Pervious concrete formula and construction method |
| CN107175750A (en) * | 2016-03-09 | 2017-09-19 | 长春市隆达新型建材有限公司 | A kind of preparation method of water-permeable brick |
| CN106187270A (en) * | 2016-07-18 | 2016-12-07 | 安徽世光新型节能建材有限公司 | A kind of polymer pervious concrete for building sponge city |
| CN106400641B (en) * | 2016-10-19 | 2019-02-01 | 山西省交通科学研究院 | A kind of environmental protection of pavement material and its preparation easily dewatering type permeable pavement structure |
| CN106400641A (en) * | 2016-10-19 | 2017-02-15 | 山西省交通科学研究院 | Paving material and environment-friendly easy-drainage porous pavement structure prepared through paving material |
| CN107915439A (en) * | 2017-08-02 | 2018-04-17 | 荆门市意祥机械有限公司 | A kind of water-permeable brick |
| CN107935463A (en) * | 2017-08-02 | 2018-04-20 | 荆门市意祥机械有限公司 | A kind of asphalt mixtures modified by epoxy resin brick grease |
| CN108840637A (en) * | 2018-07-02 | 2018-11-20 | 深圳市东大洋建材有限公司 | A kind of pervious concrete and preparation method thereof |
| CN109293294A (en) * | 2018-10-08 | 2019-02-01 | 科利尔环保科技有限责任公司 | A kind of side slope deep layer gutter enhancement eco-concrete |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106830834B (en) | Cement polymer base high-performance concrete permeable pavior brick and its manufacture method | |
| CN103011735B (en) | Colorful regeneration permeable concrete for road and preparation method thereof | |
| CN1315752C (en) | High-strength water-permeable concrete floor brick and its production method | |
| CN106242428B (en) | A kind of sludge ceramsite water-permeable brick and preparation method thereof | |
| CN102249615B (en) | Manufacture method for highly antifreezing concrete permeable bricks with ceramic waste as aggregates | |
| CN103073245B (en) | High-elasticity sound-absorbing pavement concrete and preparation method thereof | |
| CN107226648B (en) | Diamond dust tailing composite sand-based ecological water permeable brick and preparation method thereof | |
| CN107117856B (en) | Pure pulvis pervious concrete reinforcing agent and its application method with nano enhancement | |
| CN110845194A (en) | Pervious concrete prepared from brick slag recycled aggregate and preparation method thereof | |
| CN113816643B (en) | Concrete reinforcing agent for sponge city construction, preparation method thereof and pervious concrete | |
| CN113651575A (en) | Preparation method of high-durability iron tailing waste rock permeable concrete | |
| CN111470816B (en) | Curb for road and preparation method thereof | |
| CN103864370A (en) | Road material comprising steel slag, waste rubber and casting waste sand as well as preparation and paving method thereof | |
| CN113831077A (en) | Adhesive for water-permeable paving material and application thereof | |
| Zeng et al. | Investigation on effect of EVA on properties of desert sand-based permeable materials | |
| CN101037317A (en) | Powder coal ash expanding self-dense concrete for filling square steel pipe | |
| CN112500087A (en) | High-strength high-toughness permeable cement concrete and preparation method thereof | |
| CN105924057A (en) | Water-retention water-permeable brick and preparation method thereof | |
| CN100528792C (en) | Highway dredging mud ceramicite cement concrete and method for preparing the same | |
| CN107840625A (en) | A kind of red mud pervious concrete and preparation method thereof | |
| EP2930267A1 (en) | Method for placement of roller compacted concrete (rcc) on a sub-base to produce a concrete pavement | |
| CN1749202A (en) | Preparation method of fly ash permeable pavement concrete | |
| JP4316087B2 (en) | Early-strength on-site permeable concrete and road pavement | |
| Nasser et al. | Experimental study on mechanical and physical properties of pervious concrete with different admixtures | |
| CN116675500A (en) | Machine-made sand concrete and preparation method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |