WO2021129020A1 - Preparation and construction method of porous coral aggregate permeable purified concrete - Google Patents

Preparation and construction method of porous coral aggregate permeable purified concrete Download PDF

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WO2021129020A1
WO2021129020A1 PCT/CN2020/118602 CN2020118602W WO2021129020A1 WO 2021129020 A1 WO2021129020 A1 WO 2021129020A1 CN 2020118602 W CN2020118602 W CN 2020118602W WO 2021129020 A1 WO2021129020 A1 WO 2021129020A1
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coral
sand
aggregate
water
permeable concrete
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PCT/CN2020/118602
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French (fr)
Chinese (zh)
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尹世平
梁向州
戴君岩
苏讯
董朋杰
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尹世平
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • 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
    • C04B38/00Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
    • C04B38/08Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by adding porous substances
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • E01C11/226Coherent pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/32Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
    • 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
    • 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
    • C04B2111/00362Friction materials, e.g. used as brake linings, anti-skid materials
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00793Uses not provided for elsewhere in C04B2111/00 as filters or diaphragms
    • 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
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/2038Resistance against physical degradation
    • 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
    • C04B2111/52Sound-insulating materials

Definitions

  • the invention relates to the technical field of building material application, in particular to a preparation and construction method of porous coral aggregate water-permeable and purified concrete.
  • Permeable concrete is a kind of porous lightweight concrete composed of aggregate, cement slurry and water, and contains a large number of connected pores.
  • permeable concrete the proportion of water and cementitious material is strictly controlled to form a flowing slurry, a suitable coating is formed around the coarse aggregate particles, and a highly permeable, interconnected pore system is formed to achieve rapid drainage.
  • the permeability of aggregate determines the water permeability of permeable concrete
  • most of the existing permeable concrete aggregates are made of ordinary stones, and the particle size of the stones is mostly single-grain or intermittent. Due to the poor water permeability of the stone itself, the main water permeability function is Relying on the interstices of stone aggregates for water permeation.
  • the porosity of ordinary permeable concrete aggregates is between 15% and 25%, and the water permeability is around 3.0mm/s, which cannot meet the timely drainage requirements of urban waterlogging caused by continuous rainfall in the city. It is an urgent need. A big problem solved.
  • the existing ordinary permeable concrete aggregates are ordinary stones, and the particle size of the stones is mostly single-grain or intermittent.
  • the permeable function of ordinary concrete mainly relies on the gap between the stone aggregates for water permeation, while the coral aggregate permeable concrete can use the aggregate gap for water permeation and the coral aggregate itself for water permeation.
  • the purpose of the present invention is to overcome the deficiencies in the prior art and provide a method for preparing and constructing porous coral aggregate water-permeable and purified concrete, so as to solve the problem that the water-permeability of traditional permeable concrete cannot meet the needs of rapid drainage of large numbers of urban waterlogging problem.
  • the method for preparing porous coral aggregate water-permeable concrete of the present invention includes the following steps:
  • the drying temperature of the coral coarse aggregate, coral sand and coral fine sand is drying at 105° C. for 24 hours.
  • the said coral coarse aggregate has a particle size of 5-20 mm, a barrel compressive strength of not less than 2.5 MPa, a porosity of not less than 40%, and an hourly water absorption rate of not less than 10%.
  • the wood chips are prepared under wet conditions and have a density of 0.6 g/cm 3 .
  • the particle size of the coral micro-sand is 0-0.3mm, and the water absorption rate is not less than 10%.
  • the cement is P.O 52.5R cement
  • the grade of mineral powder is S105
  • the particle size is 325 mesh
  • the grade of fine dust bead is grade 1 and the particle size is 525 mesh.
  • the coral sand has a particle size of 0.3-4.75 mm.
  • a construction method of porous coral aggregate water-permeable concrete firstly lay the lower geotextile on the base layer, then lay the gravel layer and the upper geotextile, and finally lay the porous coral aggregate according to claim 1 on the upper geotextile Coral aggregate permeable concrete layer obtained by the preparation method of permeable concrete.
  • the present invention is based on the porous characteristics of coral coarse aggregate, coral sand, and coral micro-sand, so the permeability of coral sand and coral micro-sand is much higher than that of ordinary river sand.
  • Coral sand is used instead of ordinary river sand, and some coral micro-sand is used instead of cement to increase the permeability of coral mortar, which has a low impact on strength.
  • Coral micro-sand also has a water-absorbing and internal curing effect.
  • coral The micro-sand absorbs water, so that the local water-cement ratio of the contact surface with the cement is reduced, thereby improving the bonding performance of the interface and increasing the overall strength of the water-permeable concrete.
  • Coral bones are used as aggregates. Coral bones are usually cleaned out in the process of dredging the channel. They are produced in the southeastern coastal cities and islands in the South China Sea, which is beneficial to the reuse of waste resources.
  • Ordinary aggregate permeable concrete adopts cement mortar and sand-gravel method: 1) Now put all the coarse aggregate and water into the mixer and mix; 2) Put in the cementitious material and sand for full mixing; 3) Discharge the concrete .
  • the feeding method used in the present invention 1) Put the coral sand, coral fine sand, wood chips, cement, mineral powder, fine dust beads, and water into a mixer for mixing; 2) put coral aggregates; 3) concrete out material.
  • the feeding method in the present invention can fully mix the cementitious material, coral sand and wood chips, and avoids putting coarse aggregate first. As the aggregate absorbs water, the cementitious material adheres to the aggregate to form a dry and hard block, which prevents mixing. If sufficient, coral sand and sawdust will be unevenly dispersed.
  • Fig. 1 is a schematic diagram of the coral aggregate permeable concrete layer constructed by the porous coral aggregate permeable concrete of the present invention.
  • the method for preparing porous coral aggregate water-permeable concrete of the present invention includes the following steps:
  • a. Crush the coral aggregates in a crusher, sieving to obtain coral coarse aggregates, coral sand and coral micro-sands, clean the coral coarse aggregates, coral sands and coral micro-sands with tap water to remove mud and dry them;
  • the particle size of the coral coarse aggregate is 5-20mm, the barrel compressive strength is not less than 2.5MPa, the porosity is not less than 40%, the particle size of the coral fine sand is 0-0.3mm, and the water absorption rate is not low.
  • the coral sand has a particle size of 0.3-4.75 mm; the drying temperature of the coral coarse aggregate, coral sand and coral fine sand is dried at 105° C. for 24 hours.
  • the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer according to the mass ratio to obtain a highly permeable coral mortar; the water absorption rate is not less than 10% in one hour;
  • the sawdust is prepared under wet conditions, and its density is 0.6g/cm 3 ;
  • the cement is PO 52.5R cement, the grade of mineral powder is S105, the particle size is 325 mesh, the grade of fine dust bead is level 1, and the particle size is S105. 525 mesh diameter.
  • the construction method of porous coral aggregate water-permeable concrete of the present invention firstly lay the lower geotextile on the base layer, then lay the gravel layer and the upper geotextile, and finally lay the porous coral as claimed in claim 1 on the upper geotextile Coral aggregate permeable concrete layer obtained by the preparation method of coral aggregate permeable concrete.
  • Step 1 The preparation method of porous coral aggregate ecological concrete.
  • the coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain coral aggregate with a particle size of 6mm and a particle size of 4mm.
  • Step 2 Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 3:3:4:4:1:1:1.8 to obtain high permeability Sexual coral mortar.
  • Step 3 Mix coral coarse aggregate and high-permeable coral mortar at a mass ratio of 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days at 20°C and humidity greater than 95%.
  • Step 1 A method for preparing porous coral aggregate ecological concrete.
  • the coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 10 mm.
  • Step 2 Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 3:4:4:3:1:1:1.8 to obtain high permeability Sexual coral mortar.
  • Step 3 Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days under conditions of 20°C and humidity greater than 95%.
  • Step 1 A method for preparing porous coral aggregate ecological concrete.
  • the coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 15mm. 2mm coral sand, 0.05mm coral microsand, clean the coral aggregate, coral sand, and coral microsand to remove mud, and dry them at 105°C for 24 hours.
  • Step 2 Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 3:3:3:4:1:1:1.8 to obtain high water permeability Sexual coral mortar.
  • Step 3 Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days under conditions of 20°C and humidity greater than 95%.
  • Step 1 A method for preparing porous coral aggregate ecological concrete.
  • the coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 18mm.
  • Step 2 Mix the coral sand, coral micro sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 2.5:2.5:4:3:1.5:1.5:1.8 to obtain high water permeability Sexual coral mortar.
  • Step 3 Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 14 days under the conditions of 40°C and humidity greater than 95%.
  • Step 1 A method for preparing porous coral aggregate ecological concrete.
  • the coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 8mm.
  • Step 2 Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 2:2:6:4:1:1:1.8 to obtain high permeability Sexual coral mortar.
  • Step 3 Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 7 days under the conditions of 50°C and humidity greater than 95%.
  • Step 1 A method for preparing porous coral aggregate ecological concrete.
  • the coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 10 mm.
  • 2mm coral sand and coral micro sand with a particle size of 0.15 mm clean the coral aggregate, coral sand, and coral micro sand to remove mud, and dry them at 105°C for 24 hours.
  • Step 2 Mix the coral sand, coral fine sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 4:2:4:4:1:1:1.8 to obtain high permeability Sexual coral mortar.
  • Step 3 Mix coral coarse aggregate and high-permeability coral mortar according to 2:1 to prepare porous coral aggregate permeable concrete, and cure for 3 days at 75°C and humidity greater than 95%.

Abstract

Provided is a preparation and construction method of porous coral aggregate permeable concrete, which belongs to the technical field of building materials and applications. The coral aggregate is crushed, and the crushed and sieved coral coarse aggregate, coral sand, and coral micro-sand are cleaned with tap water and dried, the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water are mixed in a horizontal mixer according to the mass ratio to prepare a high-permeable coral mortar, then, the high-permeable coral mortar is mixed with the coral coarse aggregate according to the mass ratio, and cured for 28 days under the conditions of 20°C and humidity greater than 95% to obtain the porous coral aggregate permeable concrete. Coral sand is used instead of ordinary river sand, and some coral micro-sand is used to replace cement, which increases the permeability of coral mortar. During the mixing process of cement mortar, coral micro-sand absorbs water, which reduces the local water-cement ratio of the contact surface with cement, which improves the bonding performance of the interface, and increases the overall strength of the permeable concrete.

Description

一种多孔珊瑚骨料透水净化混凝土的制备及施工方法Preparation and construction method of porous coral aggregate water-permeable purified concrete 技术领域:Technical field:
本发明涉及建筑材料应用技术领域,具体涉及一种多孔珊瑚骨料透水净化混凝土的制备及施工方法。The invention relates to the technical field of building material application, in particular to a preparation and construction method of porous coral aggregate water-permeable and purified concrete.
背景技术:Background technique:
透水混凝土是一种由骨料、水泥浆和水组成的多孔轻质混凝土,含有大量的连通孔隙。在透水混凝土中,严格控制的水和胶凝材料的比例形成流动浆体,在粗骨料颗粒周围形成合适的涂层,并形成高度渗透、相互连接的孔隙系统,实现快速排水。研究表明,透水混凝土路面是满足日益增长的环境需求的一种独特而有效的方法。与普通混凝土路面相比,使用透水混凝土路面可以吸收雨水,使其渗透到地面,有助于保护和补充地下水,减少雨水径流,防止地面积水、打滑现象,补充地下水和地下含水层,支持可持续建设。但由于骨料的渗透性决定了透水混凝土的透水性,现有的透水混凝土骨料大都采用普通石子,石子粒径多采用单粒级或间断粒级,由于石子本身透水性能差,透水功能主要依靠石子骨料间隙进行透水,普通透水混凝土骨料的孔隙率在15~25%之间,透水性能在3.0mm/s左右,不能满足城市连续降雨造成的城市内涝的及时排水要求,是当前急需解决的一大问题。现有普通透水混凝土骨料为普通石子,石子粒径多采用单粒级或间断粒级,石子本身透水性能差,与胶凝材料粘结性能不如珊瑚骨料。普通混凝土的透水功能主要依靠石子骨料间隙进行透水,而珊瑚骨料透水混凝土即可以利用骨料间隙进行透水,又可以利用珊瑚骨料本身进行透水。Permeable concrete is a kind of porous lightweight concrete composed of aggregate, cement slurry and water, and contains a large number of connected pores. In permeable concrete, the proportion of water and cementitious material is strictly controlled to form a flowing slurry, a suitable coating is formed around the coarse aggregate particles, and a highly permeable, interconnected pore system is formed to achieve rapid drainage. Research shows that permeable concrete pavement is a unique and effective method to meet the increasing environmental demands. Compared with ordinary concrete pavement, the use of permeable concrete pavement can absorb rainwater and make it penetrate to the ground, help protect and replenish groundwater, reduce rainwater runoff, prevent groundwater and skidding, replenish groundwater and underground aquifers, and support the Continue to build. However, because the permeability of aggregate determines the water permeability of permeable concrete, most of the existing permeable concrete aggregates are made of ordinary stones, and the particle size of the stones is mostly single-grain or intermittent. Due to the poor water permeability of the stone itself, the main water permeability function is Relying on the interstices of stone aggregates for water permeation. The porosity of ordinary permeable concrete aggregates is between 15% and 25%, and the water permeability is around 3.0mm/s, which cannot meet the timely drainage requirements of urban waterlogging caused by continuous rainfall in the city. It is an urgent need. A big problem solved. The existing ordinary permeable concrete aggregates are ordinary stones, and the particle size of the stones is mostly single-grain or intermittent. The stones themselves have poor water permeability, and their bonding performance with cementing materials is not as good as coral aggregate. The permeable function of ordinary concrete mainly relies on the gap between the stone aggregates for water permeation, while the coral aggregate permeable concrete can use the aggregate gap for water permeation and the coral aggregate itself for water permeation.
发明内容:Summary of the invention:
技术问题:本发明的目的是要克服现有技术中的不足,提供一种多孔珊瑚骨料透水净化混凝土的制备及施工方法,以解决传统透水混凝土透水性不能满足大量城市内涝快速排水的需要的问题。Technical problem: The purpose of the present invention is to overcome the deficiencies in the prior art and provide a method for preparing and constructing porous coral aggregate water-permeable and purified concrete, so as to solve the problem that the water-permeability of traditional permeable concrete cannot meet the needs of rapid drainage of large numbers of urban waterlogging problem.
技术方案:本发明的一种多孔珊瑚骨料透水混凝土的制备方法,包括如下步骤:Technical Solution: The method for preparing porous coral aggregate water-permeable concrete of the present invention includes the following steps:
a.将珊瑚骨料在破碎机中破碎,筛分得到珊瑚粗骨料、珊瑚砂和珊瑚微砂,用自来水将珊瑚粗骨料、珊瑚砂和珊瑚微砂清洗去泥,并烘干;a. Crush the coral aggregates in a crusher, sieving to obtain coral coarse aggregates, coral sand and coral micro-sands, clean the coral coarse aggregates, coral sands and coral micro-sands with tap water to remove mud and dry them;
b.在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按质量比进行混合制得高透水性珊瑚砂浆;b. Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer according to the mass ratio to obtain a highly permeable coral mortar;
c.将珊瑚粗骨料与高透水性珊瑚砂浆按质量比2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在20℃、湿度大于95%的条件下养护28天。c. Mix coral coarse aggregate and high-permeability coral mortar at a mass ratio of 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days under the conditions of 20°C and humidity greater than 95%.
所述的珊瑚粗骨料、珊瑚砂和珊瑚微砂烘干的温度为在105℃的条件下烘干24小时。The drying temperature of the coral coarse aggregate, coral sand and coral fine sand is drying at 105° C. for 24 hours.
所述的珊瑚粗骨料的粒径为5-20mm,桶压强度不低于2.5MPa,孔隙率不低于40%,一小时吸水率不低于10%。The said coral coarse aggregate has a particle size of 5-20 mm, a barrel compressive strength of not less than 2.5 MPa, a porosity of not less than 40%, and an hourly water absorption rate of not less than 10%.
所述的木屑为湿法条件制备所得,其密度为0.6g/cm 3The wood chips are prepared under wet conditions and have a density of 0.6 g/cm 3 .
所述的珊瑚微砂的粒径为0-0.3mm,吸水率不低于10%。The particle size of the coral micro-sand is 0-0.3mm, and the water absorption rate is not less than 10%.
所述的水泥为P.O 52.5R水泥,矿粉等级为S105,粒径325目,微尘珠等级为一级,粒径525目。The cement is P.O 52.5R cement, the grade of mineral powder is S105, the particle size is 325 mesh, and the grade of fine dust bead is grade 1 and the particle size is 525 mesh.
所述的珊瑚砂的粒径为0.3-4.75mm。The coral sand has a particle size of 0.3-4.75 mm.
一种多孔珊瑚骨料透水混凝土的施工方法:首先在底基层上铺设下层土工布,之后铺设碎石层和上层土工布,最后在上层土工布上铺设由权利要求1所述的多孔珊瑚骨料透水混凝土的制备方法得到的珊瑚骨料透水混凝土层。A construction method of porous coral aggregate water-permeable concrete: firstly lay the lower geotextile on the base layer, then lay the gravel layer and the upper geotextile, and finally lay the porous coral aggregate according to claim 1 on the upper geotextile Coral aggregate permeable concrete layer obtained by the preparation method of permeable concrete.
有益效果:本发明基于珊瑚粗骨料、珊瑚砂、珊瑚微砂具有多孔性的特点,因此珊瑚砂、珊瑚微砂渗透性远高于普通河砂。利用珊瑚砂代替普通河砂,用部分珊瑚微砂代替水泥,以增加珊瑚砂浆的渗透性,对强度的影响较低,且珊瑚微砂还具有吸水内养护作用,在水泥砂浆搅拌过程中,珊瑚微砂吸水,使得其与水泥接触面的局部水灰比降低,从而提高了界面的粘结性能,增加了透水混凝土的整体强度。由于木屑的高吸附性使其表现出较高的保水性和气体过滤能力,采用木屑对重金属离子的吸附性也很高并且可以提高水泥砂浆的抗滑性,满足道路的使用要求。利用珊瑚骨料透水混凝土即可以利用骨料间隙进行透水,又可以利用珊瑚骨料本身进行透水。与现有技术相比的主要优点:Beneficial effects: The present invention is based on the porous characteristics of coral coarse aggregate, coral sand, and coral micro-sand, so the permeability of coral sand and coral micro-sand is much higher than that of ordinary river sand. Coral sand is used instead of ordinary river sand, and some coral micro-sand is used instead of cement to increase the permeability of coral mortar, which has a low impact on strength. Coral micro-sand also has a water-absorbing and internal curing effect. During the mixing process of cement mortar, coral The micro-sand absorbs water, so that the local water-cement ratio of the contact surface with the cement is reduced, thereby improving the bonding performance of the interface and increasing the overall strength of the water-permeable concrete. Due to the high adsorption of wood chips, it exhibits high water retention and gas filtering capabilities. The use of wood chips has high absorption of heavy metal ions and can improve the slip resistance of cement mortar to meet the requirements of road use. The use of coral aggregate permeable concrete can not only use the gap between the aggregates for water penetration, but also use the coral aggregate itself for water penetration. The main advantages compared with the existing technology:
(1)珊瑚骨料混凝土透水性高,珊瑚骨料的孔隙率为45-65%之间,透水性能大于5.0mm/s,可以满足快速排水的需求。(1) Coral aggregate concrete has high water permeability, the porosity of coral aggregate is between 45-65%, and the water permeability is greater than 5.0mm/s, which can meet the needs of rapid drainage.
(2)采用珊瑚骨作为骨料,珊瑚骨通常是疏浚航道过程中所清理出来,在沿海东南城市和南海岛屿产量很大,有利于对废弃资源的再利用。(2) Coral bones are used as aggregates. Coral bones are usually cleaned out in the process of dredging the channel. They are produced in the southeastern coastal cities and islands in the South China Sea, which is beneficial to the reuse of waste resources.
(3)提高保水性和气体过滤能力,对水土保持起到积极作用。(3) Improve water retention and gas filtration capacity, and play a positive role in soil and water conservation.
(4)具有净化污水的功能,吸附水中的重金属离子。(4) It has the function of purifying sewage and adsorbing heavy metal ions in the water.
(5)由于骨料和砂浆的孔隙率较高,具有隔声、吸声效果。(5) Due to the high porosity of aggregate and mortar, it has sound insulation and sound absorption effects.
(6)木屑的加入提高了抗滑性,防止行人摔倒。(6) The addition of sawdust improves the slip resistance and prevents pedestrians from falling.
(7)矿物掺合料的合理配比提高了耐磨性,满足道路耐磨性需要。(7) The reasonable ratio of mineral admixture improves the wear resistance and meets the needs of road wear resistance.
(8)普通骨料透水混凝土采用水泥砂浆裹砂石法:1)现将全部粗骨料和水放入搅拌机中搅拌;2)放入胶凝材料和砂子进行充分搅拌;3)混凝土出料。而本发明采用的 投料法:1)先将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水放入搅拌机中进行搅拌;2)放入珊瑚骨料;3)混凝土出料。本发明中的投料法可以使胶凝材料和珊瑚砂、木屑充分混合均匀,避免了先放粗骨料,由于骨料吸水,造成胶凝材料附着在骨料上形成干硬块体,使搅拌不充分,珊瑚砂、木屑分散不均匀等现象的发生。(8) Ordinary aggregate permeable concrete adopts cement mortar and sand-gravel method: 1) Now put all the coarse aggregate and water into the mixer and mix; 2) Put in the cementitious material and sand for full mixing; 3) Discharge the concrete . The feeding method used in the present invention: 1) Put the coral sand, coral fine sand, wood chips, cement, mineral powder, fine dust beads, and water into a mixer for mixing; 2) put coral aggregates; 3) concrete out material. The feeding method in the present invention can fully mix the cementitious material, coral sand and wood chips, and avoids putting coarse aggregate first. As the aggregate absorbs water, the cementitious material adheres to the aggregate to form a dry and hard block, which prevents mixing. If sufficient, coral sand and sawdust will be unevenly dispersed.
附图说明Description of the drawings
图1是本发明的多孔珊瑚骨料透水混凝土施工的珊瑚骨料透水混凝土层示意。Fig. 1 is a schematic diagram of the coral aggregate permeable concrete layer constructed by the porous coral aggregate permeable concrete of the present invention.
具体实施方式:Detailed ways:
本发明的一种多孔珊瑚骨料透水混凝土的制备方法,包括如下步骤:The method for preparing porous coral aggregate water-permeable concrete of the present invention includes the following steps:
a.将珊瑚骨料在破碎机中破碎,筛分得到珊瑚粗骨料、珊瑚砂和珊瑚微砂,用自来水将珊瑚粗骨料、珊瑚砂和珊瑚微砂清洗去泥,并烘干;所述的珊瑚粗骨料的粒径为5-20mm,桶压强度不低于2.5MPa,孔隙率不低于40%,所述的珊瑚微砂的粒径为0-0.3mm,吸水率不低于10%;所述的珊瑚砂的粒径为0.3-4.75mm;所述的珊瑚粗骨料、珊瑚砂和珊瑚微砂烘干的温度为在105℃的条件下烘干24小时。a. Crush the coral aggregates in a crusher, sieving to obtain coral coarse aggregates, coral sand and coral micro-sands, clean the coral coarse aggregates, coral sands and coral micro-sands with tap water to remove mud and dry them; The particle size of the coral coarse aggregate is 5-20mm, the barrel compressive strength is not less than 2.5MPa, the porosity is not less than 40%, the particle size of the coral fine sand is 0-0.3mm, and the water absorption rate is not low. The coral sand has a particle size of 0.3-4.75 mm; the drying temperature of the coral coarse aggregate, coral sand and coral fine sand is dried at 105° C. for 24 hours.
b.在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按质量比进行混合制得高透水性珊瑚砂浆;一小时吸水率不低于10%;所述的木屑为湿法条件制备所得,其密度为0.6g/cm 3;所述的水泥为P.O 52.5R水泥,矿粉等级为S105,粒径325目,微尘珠等级为一级,粒径525目。 b. Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer according to the mass ratio to obtain a highly permeable coral mortar; the water absorption rate is not less than 10% in one hour; The sawdust is prepared under wet conditions, and its density is 0.6g/cm 3 ; the cement is PO 52.5R cement, the grade of mineral powder is S105, the particle size is 325 mesh, the grade of fine dust bead is level 1, and the particle size is S105. 525 mesh diameter.
c.将珊瑚粗骨料与高透水性珊瑚砂浆按质量比2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在20-75℃、湿度大于95%的条件下养护3-28天。c. Mix coral coarse aggregate and high-permeability coral mortar at a mass ratio of 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 3-28 days under the conditions of 20-75°C and humidity greater than 95% .
本发明的一种多孔珊瑚骨料透水混凝土的施工方法:首先在底基层上铺设下层土工布,之后铺设碎石层和上层土工布,最后在上层土工布上铺设由权利要求1所述的多孔珊瑚骨料透水混凝土的制备方法得到的珊瑚骨料透水混凝土层。The construction method of porous coral aggregate water-permeable concrete of the present invention: firstly lay the lower geotextile on the base layer, then lay the gravel layer and the upper geotextile, and finally lay the porous coral as claimed in claim 1 on the upper geotextile Coral aggregate permeable concrete layer obtained by the preparation method of coral aggregate permeable concrete.
实施例1Example 1
步骤一:多孔珊瑚骨料生态混凝土的制备方法,利用颚式破碎机将珊瑚骨料破碎,将珊瑚粗骨料、珊瑚砂筛分,得到粒径为6mm的珊瑚骨料、粒径为4mm的珊瑚砂、粒径为0.2mm的珊瑚微砂,将珊瑚骨料、珊瑚砂、珊瑚微砂清洗去泥,并在105℃的条件下烘干24小时。Step 1: The preparation method of porous coral aggregate ecological concrete. The coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain coral aggregate with a particle size of 6mm and a particle size of 4mm. Coral sand, coral micro-sand with a particle size of 0.2mm, clean the coral aggregate, coral sand, and coral micro-sand to remove mud, and dry them at 105°C for 24 hours.
步骤二:在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按照3:3:4:4:1:1:1.8的比例进行混合制得高透水性珊瑚砂浆。Step 2: Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 3:3:4:4:1:1:1.8 to obtain high permeability Sexual coral mortar.
步骤三:将珊瑚粗骨料与高透水性珊瑚砂浆按质量比2.5:1进行混合,制得多孔珊 瑚骨料透水混凝土,并在20℃、湿度大于95%的条件下养护28天。Step 3: Mix coral coarse aggregate and high-permeable coral mortar at a mass ratio of 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days at 20°C and humidity greater than 95%.
实施例2Example 2
步骤一:一种多孔珊瑚骨料生态混凝土的制备方法,利用颚式破碎机将珊瑚骨料破碎,将珊瑚粗骨料、珊瑚砂筛分,得到粒径为10mm的珊瑚骨料、粒径为3mm的珊瑚砂、粒径为0.1mm的珊瑚微砂,将珊瑚骨料、珊瑚砂、珊瑚微砂清洗去泥,并在105℃的条件下烘干24小时。Step 1: A method for preparing porous coral aggregate ecological concrete. The coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 10 mm. Clean the coral aggregate, coral sand, and coral micro-sand to remove mud from 3mm coral sand and 0.1mm coral micro-sand, and dry them at 105°C for 24 hours.
步骤二:在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按照3:4:4:3:1:1:1.8的比例进行混合制得高透水性珊瑚砂浆。Step 2: Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 3:4:4:3:1:1:1.8 to obtain high permeability Sexual coral mortar.
步骤三:将珊瑚粗骨料与高透水性珊瑚砂浆按照2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在20℃、湿度大于95%的条件下养护28天。Step 3: Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days under conditions of 20°C and humidity greater than 95%.
实施例3Example 3
步骤一:一种多孔珊瑚骨料生态混凝土的制备方法,利用颚式破碎机将珊瑚骨料破碎,将珊瑚粗骨料、珊瑚砂筛分,得到粒径为15mm的珊瑚骨料、粒径为2mm的珊瑚砂、粒径为0.05mm的珊瑚微砂,将珊瑚骨料、珊瑚砂、珊瑚微砂清洗去泥,并在105℃的条件下烘干24小时。Step 1: A method for preparing porous coral aggregate ecological concrete. The coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 15mm. 2mm coral sand, 0.05mm coral microsand, clean the coral aggregate, coral sand, and coral microsand to remove mud, and dry them at 105°C for 24 hours.
步骤二:在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按照3:3:3:4:1:1:1.8的比例进行混合制得高透水性珊瑚砂浆。Step 2: Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 3:3:3:4:1:1:1.8 to obtain high water permeability Sexual coral mortar.
步骤三:将珊瑚粗骨料与高透水性珊瑚砂浆按照2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在20℃、湿度大于95%的条件下养护28天。Step 3: Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days under conditions of 20°C and humidity greater than 95%.
实施例4Example 4
步骤一:一种多孔珊瑚骨料生态混凝土的制备方法,利用颚式破碎机将珊瑚骨料破碎,将珊瑚粗骨料、珊瑚砂筛分,得到粒径为18mm的珊瑚骨料、粒径为1mm的珊瑚砂、粒径为0.1mm的珊瑚微砂,将珊瑚骨料、珊瑚砂、珊瑚微砂清洗去泥,并在105℃的条件下烘干24小时。Step 1: A method for preparing porous coral aggregate ecological concrete. The coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 18mm. Clean the coral aggregate, coral sand, and coral microsand to remove mud from 1mm coral sand and 0.1mm coral microsand, and dry them at 105°C for 24 hours.
步骤二:在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按照2.5:2.5:4:3:1.5:1.5:1.8的比例进行混合制得高透水性珊瑚砂浆。Step 2: Mix the coral sand, coral micro sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 2.5:2.5:4:3:1.5:1.5:1.8 to obtain high water permeability Sexual coral mortar.
步骤三:将珊瑚粗骨料与高透水性珊瑚砂浆按照2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在40℃、湿度大于95%的条件下养护14天。Step 3: Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 14 days under the conditions of 40°C and humidity greater than 95%.
实施例5Example 5
步骤一:一种多孔珊瑚骨料生态混凝土的制备方法,利用颚式破碎机将珊瑚骨料破 碎,将珊瑚粗骨料、珊瑚砂筛分,得到粒径为8mm的珊瑚骨料、粒径为3mm的珊瑚砂、粒径为0.2mm的珊瑚微砂,将珊瑚骨料、珊瑚砂、珊瑚微砂清洗去泥,并在105℃的条件下烘干24小时。Step 1: A method for preparing porous coral aggregate ecological concrete. The coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 8mm. Clean the coral aggregate, coral sand, and coral micro-sand to remove mud from 3mm coral sand and 0.2mm coral micro-sand, and dry them at 105°C for 24 hours.
步骤二:在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按照2:2:6:4:1:1:1.8的比例进行混合制得高透水性珊瑚砂浆。Step 2: Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 2:2:6:4:1:1:1.8 to obtain high permeability Sexual coral mortar.
步骤三:将珊瑚粗骨料与高透水性珊瑚砂浆按照2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在50℃、湿度大于95%的条件下养护7天。Step 3: Mix coral coarse aggregate and high-permeability coral mortar according to 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 7 days under the conditions of 50°C and humidity greater than 95%.
实施例6Example 6
步骤一:一种多孔珊瑚骨料生态混凝土的制备方法,利用颚式破碎机将珊瑚骨料破碎,将珊瑚粗骨料、珊瑚砂筛分,得到粒径为10mm的珊瑚骨料、粒径为2mm的珊瑚砂、粒径为0.15mm的珊瑚微砂,将珊瑚骨料、珊瑚砂、珊瑚微砂清洗去泥,并在105℃的条件下烘干24小时。Step 1: A method for preparing porous coral aggregate ecological concrete. The coral aggregate is crushed by a jaw crusher, and the coral coarse aggregate and coral sand are sieved to obtain a coral aggregate with a particle size of 10 mm. 2mm coral sand and coral micro sand with a particle size of 0.15 mm, clean the coral aggregate, coral sand, and coral micro sand to remove mud, and dry them at 105°C for 24 hours.
步骤二:在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按照4:2:4:4:1:1:1.8的比例进行混合制得高透水性珊瑚砂浆。Step 2: Mix the coral sand, coral fine sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer at a ratio of 4:2:4:4:1:1:1.8 to obtain high permeability Sexual coral mortar.
步骤三:将珊瑚粗骨料与高透水性珊瑚砂浆按照2:1进行混合,制得多孔珊瑚骨料透水混凝土,并在75℃、湿度大于95%的条件下养护3天。Step 3: Mix coral coarse aggregate and high-permeability coral mortar according to 2:1 to prepare porous coral aggregate permeable concrete, and cure for 3 days at 75°C and humidity greater than 95%.
表1珊瑚骨料透水混凝土技术指标表Table 1 Coral Aggregate Permeable Concrete Technical Index Table
Figure PCTCN2020118602-appb-000001
Figure PCTCN2020118602-appb-000001
注:吸附性和气体渗透性均为24小时测量结果Note: Adsorption and gas permeability are the results of 24 hours measurement

Claims (8)

  1. 一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于包括如下步骤:A method for preparing porous coral aggregate water-permeable concrete, which is characterized in that it comprises the following steps:
    a.将珊瑚骨料在破碎机中破碎,筛分得到珊瑚粗骨料、珊瑚砂和珊瑚微砂,用自来水将珊瑚粗骨料、珊瑚砂和珊瑚微砂清洗去泥,并烘干;a. Crush the coral aggregates in a crusher, sieving to obtain coral coarse aggregates, coral sand and coral micro-sands, clean the coral coarse aggregates, coral sands and coral micro-sands with tap water to remove mud and dry them;
    b.在卧式搅拌机中将珊瑚砂、珊瑚微砂、木屑、水泥、矿粉、微尘珠、水按质量比进行混合制得高透水性珊瑚砂浆;b. Mix the coral sand, coral micro-sand, wood chips, cement, mineral powder, fine dust beads, and water in a horizontal mixer according to the mass ratio to obtain a highly permeable coral mortar;
    c.将珊瑚粗骨料与高透水性珊瑚砂浆按质量比2.5:1进行混合,制得多孔珊瑚骨料透水混凝土,并在20℃、湿度大于95%的条件下养护28天。c. Mix coral coarse aggregate and high-permeability coral mortar at a mass ratio of 2.5:1 to prepare porous coral aggregate permeable concrete, and cure for 28 days under the conditions of 20°C and humidity greater than 95%.
  2. 根据权利要求1所述的一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于:所述的珊瑚粗骨料、珊瑚砂和珊瑚微砂烘干的温度为在105℃的条件下烘干24小时。The method for preparing porous coral aggregate permeable concrete according to claim 1, wherein the drying temperature of the coral coarse aggregate, coral sand and coral fine sand is drying at 105°C 24 hours.
  3. 根据权利要求1所述的一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于:所述的珊瑚粗骨料的粒径为5-20mm,桶压强度不低于2.5MPa,孔隙率不低于40%,一小时吸水率不低于10%。The method for preparing porous coral aggregate water-permeable concrete according to claim 1, wherein the diameter of the coral coarse aggregate is 5-20mm, the barrel compressive strength is not less than 2.5MPa, and the porosity is not less than 2.5MPa. If it is less than 40%, the one-hour water absorption rate is not less than 10%.
  4. 根据权利要求1所述的一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于:所述的木屑为湿法条件制备所得,其密度为0.6g/cm 3The method for preparing porous coral aggregate water-permeable concrete according to claim 1, wherein the wood chips are prepared under wet conditions and have a density of 0.6 g/cm 3 .
  5. 根据权利要求1所述的一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于:所述的珊瑚微砂的粒径为0-0.3mm,吸水率不低于10%。The method for preparing porous coral aggregate water-permeable concrete according to claim 1, wherein the particle size of the coral fine sand is 0-0.3 mm, and the water absorption rate is not less than 10%.
  6. 根据权利要求1所述的一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于:所述的水泥为P.O 52.5R水泥,矿粉等级为S105,粒径325目,微尘珠等级为一级,粒径525目。The method for preparing porous coral aggregate water-permeable concrete according to claim 1, characterized in that: the cement is PO 52.5R cement, the grade of mineral powder is S105, the particle size is 325 mesh, and the grade of fine dust beads is 1 Grade, particle size 525 mesh.
  7. 根据权利要求1所述的一种多孔珊瑚骨料透水混凝土的制备方法,其特征在于:所述的珊瑚砂的粒径为0.3-4.75mm。The method for preparing porous coral aggregate water-permeable concrete according to claim 1, wherein the coral sand has a particle size of 0.3-4.75 mm.
  8. 一种多孔珊瑚骨料透水混凝土的施工方法,其特征在于:首先在底基层上铺设下层土工布,之后铺设碎石层和上层土工布,最后在上层土工布上铺设由权利要求1所述的多孔珊瑚骨料透水混凝土的制备方法得到的珊瑚骨料透水混凝土层。A construction method of porous coral aggregate water-permeable concrete, which is characterized in that: firstly lay the lower geotextile on the base layer, then lay the gravel layer and the upper geotextile, and finally lay the geotextile described in claim 1 on the upper geotextile Coral aggregate permeable concrete layer obtained by the preparation method of porous coral aggregate permeable concrete.
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