WO2008098475A1 - Porous cement concrete pavement and method for construction thereof - Google Patents

Porous cement concrete pavement and method for construction thereof Download PDF

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Publication number
WO2008098475A1
WO2008098475A1 PCT/CN2008/000272 CN2008000272W WO2008098475A1 WO 2008098475 A1 WO2008098475 A1 WO 2008098475A1 CN 2008000272 W CN2008000272 W CN 2008000272W WO 2008098475 A1 WO2008098475 A1 WO 2008098475A1
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WO
WIPO (PCT)
Prior art keywords
cement concrete
porous cement
concrete pavement
porous
polymer
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PCT/CN2008/000272
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French (fr)
Chinese (zh)
Inventor
Zhijian Yi
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Zhijian Yi
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.)
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Publication date
Priority claimed from CNB2007100782278A external-priority patent/CN100552136C/en
Priority claimed from CN200710078220A external-priority patent/CN101016717B/en
Priority claimed from CNB2007100782244A external-priority patent/CN100554584C/en
Priority claimed from CNB200710078223XA external-priority patent/CN100552137C/en
Priority claimed from CNB2007100782225A external-priority patent/CN100554585C/en
Priority claimed from CNB2007100782263A external-priority patent/CN100552141C/en
Priority claimed from CNB2007100782259A external-priority patent/CN100552140C/en
Application filed by Zhijian Yi filed Critical Zhijian Yi
Publication of WO2008098475A1 publication Critical patent/WO2008098475A1/en

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    • 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
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving

Definitions

  • the invention belongs to the field of building structure and road engineering, and particularly relates to a porous cement concrete pavement and a construction method thereof. Background technique
  • asphalt pavement or concrete pavement is generally used for roads and bridges.
  • Asphalt pavement refers to the general term for pavement with asphalt as a binder.
  • Asphalt pavement is a pavement structure with a certain thickness of asphalt mixture as a surface layer on a flexible base layer and a semi-rigid base layer.
  • gravel pavement this kind of pavement has greatly improved comfort, strength and stability.
  • asphalt pavement surface is smooth and seamless, with low vibration, low noise, fast open traffic, easy maintenance, suitable for pavement construction, and is an important structural form of pavement in China.
  • the cost of cement concrete pavement construction is doubled compared to asphalt pavement. Comparison of maintenance cost of two kinds of pavements on expressways Although asphalt pavements are more convenient and faster than concrete pavements, their maintenance costs are directly proportional to the construction costs. When the asphalt pavement is partially repaired or paved, the required machinery is needed. More and more, the asphalt mixing plant, paver and road roller must be used. The local repair and maintenance cost is about 4 times to 5 times higher than the new construction cost.
  • the partial replacement of the cement pavement can be carried out using a three-roller unit or a small machine. The mechanical equipment is small and light, and the maintenance cost of the partial repair is 2 to 3 times the construction cost.
  • the asphalt pavement maintenance has a quick opening, it is easier to make a thin layer than the cement pavement, and it does not need to consider the joint crack prevention.
  • its maintenance costs are roughly It is about 3 times that of cement pavement.
  • the same design level means that the pavement structure design of the idle speed asphalt and cement pavement should be adapted to the corresponding traffic volume and overload requirements.
  • the same construction technology level means that the construction of both pavements should be carried out by a large paver.
  • the cement pavement uses a large mixing plant and a slipform paver, and the asphalt pavement uses an asphalt mixing plant, an asphalt paver and its associated road roller. Under such "equal" conditions, the service life of cement concrete pavement is twice as long as that of asphalt pavement. At the same level of flatness, the asphalt pavement is more comfortable and less noisy than the cement pavement.
  • the vehicle consumes a large amount of power and increases emissions, which not only wastes fuel, but also adversely affects the environment.
  • the economics of cement pavement operations are better than asphalt pavements.
  • the cement concrete pavement adapts to the requirements of large-capacity, high speed, large traffic flow, etc., which are necessary for the development of transportation. At the same time, it has many advantages such as high strength, good stability, long service life and low maintenance and maintenance costs.
  • concrete is a non-homogeneous brittle material composed of aggregates, cement, water and some gases remaining in it. Under certain temperature and humidity conditions, the concrete hardens and produces volumetric deformation due to the materials that make up the concrete. The deformation is inconsistent, and the initial stress is generated by mutual restraint, resulting in fine cracks between the aggregate and the cement stone bonding surface or between the cement stone itself. These cracks are irregular and inconsistent, and may develop under the influence of external factors. Macro cracks. The noise is also a cement mixture; a big problem with the road surface.
  • the object of the present invention is to provide a porous cement concrete pavement with low cost of construction and maintenance, good material stability, good drainage, anti-skid and noise reduction performance, and economical and driving comfort. Good, with good technical, economic and social benefits.
  • the porous concrete paving forms a pavement on the base layer, and the porous cement concrete pavement has a surface layer, and the surface layer material flows into the pores of the surface of the porous cement concrete pavement in a liquid state, and is solidified and porous cement The surface of the concrete pavement is firmly bonded and does not fill the pores.
  • the surface layer material is composed of the following components in parts by weight - polymer 100 parts
  • the surface layer material is composed of the following components in parts by weight:
  • porous cement concrete is a porous cement concrete formed of intermittent graded or single graded gravel, and is composed of the following components by weight:
  • a waterproof bonding layer is disposed between the porous cement concrete pavement and the base layer, and the waterproof bonding layer is firmly bonded to the porous cement concrete pavement and the base layer;
  • the waterproof bonding layer material is composed of the following components in parts by weight - 1 part of polymer
  • the waterproof bonding layer material is composed of the following components in parts by weight - 1 part of polymer
  • the polymer of the surface layer and the water-repellent bonding layer is any one of a polymer resin, a polymer powder or a polymer emulsion or a mixture thereof;
  • the filler is an active filler, an inert filler or a mixture of an active filler and an inert filler; further, the active filler is cement and Fly ash, inert fillers are calcium carbonate, talc and quartz sand;
  • the surface layer material further adds 1 to 30 parts by weight of the pigment per 100 parts by weight of the polymer;
  • the base layer is a newly-built stable and unstable base layer, or an original cement concrete pavement, an asphalt pavement, and a bridge deck.
  • Another object of the present invention is to provide a method of constructing a porous cement concrete pavement comprising the following construction steps:
  • the waterproof adhesive layer material is prepared.
  • step b the waterproof adhesive layer material is spread on the base layer before the porous concrete is paved, and the waterproof adhesive layer is formed, and the porous cement concrete is spread on the waterproof adhesive layer;
  • the porous cement concrete is spread on the base layer by a paver and formed into a road surface at one time; further, the surface layer may be constructed one or more times and layered.
  • the beneficial effects of the invention are: the porous cement concrete pavement of the invention and the construction method thereof, flowing into the polymer surface layer on the surface of the porous cement concrete, the pavement paving and the maintenance cost are low, the material stability is good, the temperature sensitivity is low, Good drainage, anti-skid and noise-reducing performance, and economical and driving comfort are better, with better technical, economic and social benefits; using porous cement concrete with high strength and deformation ability compared with solid concrete
  • the waterproof adhesive layer structure is provided to prevent leakage, and is integrated with the road surface to form a pavement structure with common force, and has the advantages of high strength, large deformation, good water resistance, anti-aging and corrosion resistance, and greatly prolongs the road surface.
  • waterproof bonding layer and surface layer materials are all polymerized , Having good adhesion, low cost and easily obtained advantages; adding a pigment within the polymer surface layer to form a color road, the entire road stereoscopic, easy to distinguish the different properties of the road.
  • the construction method of the porous cement concrete pavement of the invention is simple and quick in construction, short in cycle and low in construction cost.
  • the drawing is a schematic view of the pavement structure of the present invention, as shown in the figure: Porous cement concrete paving forms a pavement 3 on the base layer 1, and a waterproof bonding layer 2 is disposed between the porous cement concrete pavement 3 and the base layer 1, and the waterproof bonding layer 2 and The porous cement concrete pavement 3 and the base layer 1 are firmly bonded.
  • the porous cement concrete pavement 3 has a surface layer 4 which flows into the surface pores 31 of the porous cement concrete pavement 3, after solidification The surface of the porous cement concrete pavement 3 is firmly bonded and does not fill the pores 31.
  • the ingredients of the porous cement concrete, the surface layer, the waterproof bonding layer and the construction method thereof will be described below by way of specific examples.
  • the polymer resin in the examples is an epoxy resin, and the polymer powder is polyvinyl chloride;
  • the polymer emulsion is a styrene-acrylic emulsion, a pure acrylate emulsion, a styrene-butadiene emulsion, and an epoxy emulsion.
  • Embodiment 1 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • Pigment inorganic iron material, polymer resin, filler (cement)
  • the construction method of the porous cement concrete pavement of this embodiment includes the following construction procedures: a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
  • the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material solidifies and firmly adheres to the surface of the porous cement concrete pavement to form the surface layer 4.
  • Embodiment 4 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
  • the construction method of the porous cement concrete pavement of the present embodiment includes the following construction procedures - a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. According to the given weight parts of the above table, the mixture is prepared and stirred into a porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • the construction method of the porous cement concrete pavement of the present embodiment includes the following construction procedures - a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the newly formed stable base layer 1 to form waterproof and sticky
  • the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
  • the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed in one time, and is cured to a strength of more than 75% of the design strength of the porous concrete;
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • Embodiment 9 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement.
  • Pigment No material polymer emulsion filler (cement + talcum powder)
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original bridge surface 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed in one time, and is cured to a strength of more than 75% of the concrete design strength;
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the newly formed stable base layer 1 to form waterproof and sticky
  • the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • the waterproof adhesive layer material Prepares the waterproof adhesive layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof adhesive layer material on the newly built unsteady base layer 1 to form waterproof After the bonding layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • Embodiment 13 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement.
  • the construction method and method of the porous cement concrete pavement of the present embodiment include the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
  • the waterproof bonding layer material Prepares the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
  • Embodiment 14 The table of this embodiment is a weight ratio of various materials for preparing a porous cement concrete, a polymer waterproof bonding layer and a polymer surface layer in a porous cement concrete pavement.
  • the construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. According to the given weight parts of the above table, the mixture is prepared and stirred into a porous cement concrete;
  • the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed in one time, and is cured to a strength of more than 75% of the design strength of the porous concrete;
  • the surface layer material Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent to the polymer as needed, Solvent, water or auxiliary agent; spraying liquid surface layer material on porous cement concrete pavement, the amount of surface layer material is guaranteed to flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity after spraying to the road surface, and is not filled with aggregate The pores 31 between 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4.
  • the table in the embodiment is a weight ratio of various materials of the porous cement concrete pavement, the polymer waterproof adhesive layer and the polymer surface layer in the porous cement concrete pavement.
  • the construction method of the porous cement concrete pavement of the present embodiment includes the following construction procedures - a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
  • the porous concrete is paved on the waterproof adhesive layer 2 by a paver, and the pavement 3 is formed in one time, and the strength is up to 75% of the strength of the porous concrete design;

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Abstract

A porous cement concrete pavement and a method for the construction thereof are provided. The porous cement concrete pavement comprises a pavement layer (3) formed by laying a porous cement concrete on a base course (1), and a surface layer (4) thereon. The material of the surface layer (4) in the state of liquid flows into voids (31) of the top surface of the porous cement concrete pavement layer (3), without filling with all voids (31), and is firmly combined with the top surface of the porous cement concrete pavement layer (3) after it is solidified. The porous cement concrete pavement requires a low construction and maintenance cost, andhas low temperature-sensitivity.

Description

多孔水泥混凝土路面及其施工方法 技术领域  Porous cement concrete pavement and construction method thereof
本发明属于建筑结构和道路工程领域,特别涉及一种多孔水泥混凝土路面及 其施工方法。 背景技术  The invention belongs to the field of building structure and road engineering, and particularly relates to a porous cement concrete pavement and a construction method thereof. Background technique
现有技术中, 公路以及桥梁的路面普遍采用沥青路面或混凝土路面。  In the prior art, asphalt pavement or concrete pavement is generally used for roads and bridges.
沥青路面指的是用沥青作结合料铺筑面层的路面之统称。沥青路面是在柔性 基层、 半刚性基层上, 铺筑一定厚度的沥青混合料作面层的路面结构。这种路面 与砂石路面相比, 其舒适程度和强度、稳定性都大大提高。与水泥混凝土路面相 比, 沥青路面表面平整无接缝, 行车振动小, 噪音低, 开放交通快, 养护简便, 适宜于路面分期修建, 是我国路面的重要结构形式。  Asphalt pavement refers to the general term for pavement with asphalt as a binder. Asphalt pavement is a pavement structure with a certain thickness of asphalt mixture as a surface layer on a flexible base layer and a semi-rigid base layer. Compared with gravel pavement, this kind of pavement has greatly improved comfort, strength and stability. Compared with cement concrete pavement, asphalt pavement surface is smooth and seamless, with low vibration, low noise, fast open traffic, easy maintenance, suitable for pavement construction, and is an important structural form of pavement in China.
沥青路面的缺点是温度敏感性较高。夏季强度下降, 若控制不好会使路面发 软泛油或推移剪裂破坏;低温时沥青材料变脆可能引起路面开裂; 因此沥青路面 的稳定性差。 同时, 沥青路面的造价也比较高。  The disadvantage of asphalt pavement is its high temperature sensitivity. In summer, the strength decreases. If the control is not good, the road surface will be soft and oily or the shearing will be broken. When the asphalt material becomes brittle at low temperature, the road surface will be cracked; therefore, the asphalt pavement has poor stability. At the same time, the cost of asphalt pavement is relatively high.
水泥混凝土路面的建造费用比沥青路面节省一倍。高速公路两种路面的养护 费用比较虽然沥青路面比水泥路面有养护更方便、通车更快的特点,但其养护费 用与建造费用是成正比的, 沥青路面局部修复或加铺时, 需要的机械多而全, 必 须动用沥青搅拌楼、 摊铺机和压路机, 其局部修复养护费用比新建费用大致高 4 倍〜 5倍, 而水泥路面局部换板可使用三辊轴机组或小型机具施工, 动用的机械 设备少而轻巧, 其局部修复的养护费用是建造费用的 2倍〜 3倍。 虽然沥青路面 养护有通车快, 比水泥路面便于做薄层加铺, 不用考虑接缝防裂等特点, 但在我 国目前浙青、集料、 机械、 养护施工等严峻形势下, 其养护费用大致为水泥路面 的 3倍左右。  The cost of cement concrete pavement construction is doubled compared to asphalt pavement. Comparison of maintenance cost of two kinds of pavements on expressways Although asphalt pavements are more convenient and faster than concrete pavements, their maintenance costs are directly proportional to the construction costs. When the asphalt pavement is partially repaired or paved, the required machinery is needed. More and more, the asphalt mixing plant, paver and road roller must be used. The local repair and maintenance cost is about 4 times to 5 times higher than the new construction cost. The partial replacement of the cement pavement can be carried out using a three-roller unit or a small machine. The mechanical equipment is small and light, and the maintenance cost of the partial repair is 2 to 3 times the construction cost. Although the asphalt pavement maintenance has a quick opening, it is easier to make a thin layer than the cement pavement, and it does not need to consider the joint crack prevention. However, in China's current severe conditions such as green, aggregate, machinery, and maintenance construction, its maintenance costs are roughly It is about 3 times that of cement pavement.
相同设计水平是指髙速公路沥青、水泥路面的路面结构设计应适应相应的交 通量与超载要求,相同的施工技术水平指两种路面的施工都应该采取大型摊铺机 进行。水泥路面使用大型搅拌楼和滑模摊铺机, 沥青路面使用沥青拌合楼、沥青 摊铺机及其配套的压路机等。在这样 "相等 "的条件下, 水泥混凝土路面的使用寿 命比沥青路面长一倍。 在相同的平整度水平下, 沥青路面比水泥路面要舒适, 噪音小; 但是由于路 面状况原因, 行驶车量消耗功率较大, 排放增多, 不但浪费燃料, 对环境也造成 不利影响。 水泥路面运营的经济性要优于沥青路面。 The same design level means that the pavement structure design of the idle speed asphalt and cement pavement should be adapted to the corresponding traffic volume and overload requirements. The same construction technology level means that the construction of both pavements should be carried out by a large paver. The cement pavement uses a large mixing plant and a slipform paver, and the asphalt pavement uses an asphalt mixing plant, an asphalt paver and its associated road roller. Under such "equal" conditions, the service life of cement concrete pavement is twice as long as that of asphalt pavement. At the same level of flatness, the asphalt pavement is more comfortable and less noisy than the cement pavement. However, due to the road surface conditions, the vehicle consumes a large amount of power and increases emissions, which not only wastes fuel, but also adversely affects the environment. The economics of cement pavement operations are better than asphalt pavements.
水泥混凝土路面适应日益发展的交通运输所必需的载重量大、速度高、车流 量大等要求, 同时具有强度高、 稳定性好、 使用寿命长、 维修养护费用少等许多 优点。但混凝土是一种非匀质脆性材料, 由骨料、 水泥、 水以及存留在其中的部 分气体组成, 在具有一定的温度和湿度情况下, 混凝土硬化并产生体积变形, 由 于组成混凝土的材料其变形不一致,互相约束产生初始应力,造成在骨料与水泥 石粘结面之间或水泥石本身之间产生微细裂缝, 这些裂缝既不规则, 也不连贯, 在外界因素影响下,还可能发展成宏观裂缝。噪音大也是水泥混;疑土路面的一大 问题。  The cement concrete pavement adapts to the requirements of large-capacity, high speed, large traffic flow, etc., which are necessary for the development of transportation. At the same time, it has many advantages such as high strength, good stability, long service life and low maintenance and maintenance costs. However, concrete is a non-homogeneous brittle material composed of aggregates, cement, water and some gases remaining in it. Under certain temperature and humidity conditions, the concrete hardens and produces volumetric deformation due to the materials that make up the concrete. The deformation is inconsistent, and the initial stress is generated by mutual restraint, resulting in fine cracks between the aggregate and the cement stone bonding surface or between the cement stone itself. These cracks are irregular and inconsistent, and may develop under the influence of external factors. Macro cracks. The noise is also a cement mixture; a big problem with the road surface.
为解决以上问题, 出现了聚合物水泥混凝土, 成本比沥青路面有所降低,, 路面强度也有所提高,但是材料本身性质相对于水泥混凝土没有 ^艮本改变, 并且 施工工艺没有改变,形成路面后刚度仍然较大,表面平整度差,行车舒适性较差, 相对于水泥混凝土路面来说, 噪音并没有明显减小。  In order to solve the above problems, polymer cement concrete has appeared, the cost is lower than that of the asphalt pavement, and the pavement strength is also improved, but the material itself has no change compared with the cement concrete, and the construction process has not changed, and the pavement is formed. The stiffness is still large, the surface flatness is poor, and the driving comfort is poor. Compared with the cement concrete pavement, the noise is not significantly reduced.
因此, 需要一种路面, 铺筑以及养护成本低, 材料稳定性较好, 有良好的排 水、 防滑和降噪性能, 而且经济性和行车舒适性都比较好。 发明内容  Therefore, there is a need for a road surface, low paving and maintenance costs, good material stability, good drainage, anti-skid and noise reduction performance, and economical and driving comfort. Summary of the invention
有鉴于此,本发明的目的是提供一种多孔水泥混凝土路面, 甫筑以及养护成 本低, 材料稳定性较好, 有良好的排水、 防滑和降噪性能, 而且经济性和行车舒 适性都比较好, 具有较好的技术、 经济和社会效益。  In view of the above, the object of the present invention is to provide a porous cement concrete pavement with low cost of construction and maintenance, good material stability, good drainage, anti-skid and noise reduction performance, and economical and driving comfort. Good, with good technical, economic and social benefits.
本发明的多孔水泥混凝土路面, 多孔混凝土铺筑在基层上形成路面,所述多 孔水泥混凝土路面上有表面层,所述表面层材料液态时流入多孔水泥混凝土路面 表面孔隙内, 凝固后与多孔水泥混凝土路面表面牢固粘结, 并不填满孔隙。  In the porous cement concrete pavement of the present invention, the porous concrete paving forms a pavement on the base layer, and the porous cement concrete pavement has a surface layer, and the surface layer material flows into the pores of the surface of the porous cement concrete pavement in a liquid state, and is solidified and porous cement The surface of the concrete pavement is firmly bonded and does not fill the pores.
进一步, 所述表面层材料按重量份由下列组分构成- 聚合物 100份  Further, the surface layer material is composed of the following components in parts by weight - polymer 100 parts
填 料 0— 500份;  Filling 0-500 parts;
进一步, 所述表面层材料按重量份由下列组分构成:  Further, the surface layer material is composed of the following components in parts by weight:
聚合物 100份 填 料 120— 280份; 100 parts of polymer Filling 120-280 parts;
进一步,所述多孔水泥混凝土为间断级配或单一级配的碎石形成的多孔水泥 混凝土, 按重量份由下列组分构成:  Further, the porous cement concrete is a porous cement concrete formed of intermittent graded or single graded gravel, and is composed of the following components by weight:
水泥 15~ 5份  Cement 15~5 parts
碎 石 120— 220份  Crushed stone 120-220 parts
砂 0— 50份  Sand 0-50 parts
水 6— 18份;  Water 6-18 parts;
进一步, 所述多孔水泥混凝土路面与基层之间设置防水粘结层,所述防水粘 结层与多孔水泥混凝土路面和基层牢固粘结;  Further, a waterproof bonding layer is disposed between the porous cement concrete pavement and the base layer, and the waterproof bonding layer is firmly bonded to the porous cement concrete pavement and the base layer;
进一步, 所述防水粘结层材料按重量份由下列组分构成- 聚合物 1份  Further, the waterproof bonding layer material is composed of the following components in parts by weight - 1 part of polymer
填 料 0— 15份;  Filling 0-15 parts;
进一步, 所述防水粘结层材料按重量份由下列组分构成- 聚合物 1份  Further, the waterproof bonding layer material is composed of the following components in parts by weight - 1 part of polymer
填 料 1~4份;  Filling 1~4 parts;
进一步, 所述表面层和防水粘结层的聚合物为聚合物树脂、聚合物粉末或聚 合物乳液的任意一种或其混合物;  Further, the polymer of the surface layer and the water-repellent bonding layer is any one of a polymer resin, a polymer powder or a polymer emulsion or a mixture thereof;
进一步, 所述聚合物中根据需要加入适量稀释剂、 溶剂、 水或助剂; 进一步,所述填料为活性填料、惰性填料或者活性填料和惰性填料的混合物; 进一步, 所述活性填料为水泥和粉煤灰, 惰性填料为碳酸钙、滑石粉和石英 沙;  Further, an appropriate amount of a diluent, a solvent, a water or an auxiliary agent is added to the polymer as needed; further, the filler is an active filler, an inert filler or a mixture of an active filler and an inert filler; further, the active filler is cement and Fly ash, inert fillers are calcium carbonate, talc and quartz sand;
进一步,所述表面层材料每 100重量份聚合物中按重量份还添加 1一 30份的 颜料;  Further, the surface layer material further adds 1 to 30 parts by weight of the pigment per 100 parts by weight of the polymer;
进一步, 所述基层为新建的稳定、 非稳定基层, 或原有的水泥混凝土路面、 沥青路面、 桥面。  Further, the base layer is a newly-built stable and unstable base layer, or an original cement concrete pavement, an asphalt pavement, and a bridge deck.
本发明的另一目的是提供一种多孔水泥混凝土路面的施工方法,包括以下施 工工序:  Another object of the present invention is to provide a method of constructing a porous cement concrete pavement comprising the following construction steps:
a. 配制并搅拌均匀成多孔水泥混凝土;  a. Prepare and stir evenly into porous cement concrete;
b. 将多孔水泥混凝土摊铺在基层上形成路面, 整平、 振实, 养护至强度达 到多孔水泥混凝土设计强度的 75 %以上; b. Spread the porous cement concrete on the base layer to form the pavement, leveling, tapping, and curing to the strength More than 75% of the strength of the porous cement concrete design;
c. 配制表面层材料, 将液态表面层材料喷涂在多孔水泥混凝土路面上, 表 面层材料的用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路 面表面的孔隙, 并且不填满骨料之间的孔隙; 表面层材料凝固后与多孔水泥混凝 土路面表面牢固粘结形成表面层。  c. Prepare the surface layer material, spray the liquid surface layer material on the porous cement concrete pavement, and ensure the amount of the surface layer material to flow into the pores of the porous cement concrete pavement surface by its own gravity after spraying to the road surface, and not fill the aggregate The pores between the surface layer material and the surface of the porous cement concrete pavement form a surface layer after solidification.
进一步,配制防水粘结层材料, 步骤 b中在摊铺多孔混凝土之前先在基层上 摊铺防水粘结层材料, 形成防水粘结层后在防水粘结层上摊铺多孔水泥混凝土; 进一步,所述多孔水泥混凝土通过摊铺机摊铺在基层上,一次成型形成路面; 进一步, 所述表面层可以一次或者多次、 分层进行施工。  Further, the waterproof adhesive layer material is prepared. In step b, the waterproof adhesive layer material is spread on the base layer before the porous concrete is paved, and the waterproof adhesive layer is formed, and the porous cement concrete is spread on the waterproof adhesive layer; The porous cement concrete is spread on the base layer by a paver and formed into a road surface at one time; further, the surface layer may be constructed one or more times and layered.
本发明的有益效果是:本发明的多孔水泥混凝土路面及其施工方法,在多孔 水泥混凝土表面流入聚合物表面层,路面铺筑以及养护成本低,材料稳定性较好, 温度敏感性低, 有良好的排水、 防滑和降噪性能, 而且经济性和行车舒适性都比 较好, 具有较好的技术、 经济和社会效益; 利用多孔水泥混凝土与实形水泥混凝 土相比,具有强度高、变形能力、收缩小和抗裂性好的优点, 降低路面整体重量, 路面路用性能优良, 可降低路面厚度, 带来显著经济性, 并且取材方便, 施工简 单快捷;在多孔水泥混凝土路面与基层之间设置防水粘结层结构, 具有防止渗漏 的作用, 与路面形成一体, 形成共同受力的铺装结构, 具有强度高、 变形大、 耐 水性好、 抗老化和耐腐蚀的优点, 大大延长路面的使用周期; 防水粘结层和表面 层材料均采用聚合物, 具有粘结性好、成本低和取材方便的优点; 聚合物表面层 内添加颜料, 形成彩色路面, 使整个路面立体感强, 容易区分不同性质的道路。 本发明多孔水泥混凝土路面的施工方法施工简单快捷, 周期短, 施工成本低。 附图说明  The beneficial effects of the invention are: the porous cement concrete pavement of the invention and the construction method thereof, flowing into the polymer surface layer on the surface of the porous cement concrete, the pavement paving and the maintenance cost are low, the material stability is good, the temperature sensitivity is low, Good drainage, anti-skid and noise-reducing performance, and economical and driving comfort are better, with better technical, economic and social benefits; using porous cement concrete with high strength and deformation ability compared with solid concrete The advantages of small shrinkage and good crack resistance, reducing the overall weight of the road surface, excellent pavement road performance, reducing the thickness of the road surface, bringing significant economy, convenient drawing, simple and quick construction; between the porous cement concrete pavement and the base layer The waterproof adhesive layer structure is provided to prevent leakage, and is integrated with the road surface to form a pavement structure with common force, and has the advantages of high strength, large deformation, good water resistance, anti-aging and corrosion resistance, and greatly prolongs the road surface. Use cycle; waterproof bonding layer and surface layer materials are all polymerized , Having good adhesion, low cost and easily obtained advantages; adding a pigment within the polymer surface layer to form a color road, the entire road stereoscopic, easy to distinguish the different properties of the road. The construction method of the porous cement concrete pavement of the invention is simple and quick in construction, short in cycle and low in construction cost. DRAWINGS
下面结合附图和实施例对本发明作进一步描述。  The invention is further described below in conjunction with the drawings and embodiments.
附图为本发明路面结构示意图。 具体实施方式  BRIEF DESCRIPTION OF THE DRAWINGS detailed description
附图为本发明路面结构示意图, 如图所示: 多孔水泥混凝土铺筑在基层 1 上形成路面 3, 多孔水泥混凝土路面 3与基层 1之间设置防水粘结层 2, 防水粘 结层 2与多孔水泥混凝土路面 3和基层 1牢固粘结。多孔水泥混凝土路面 3上有 表面层 4, 所述表面层 4流入多孔水泥混凝土路面 3表面孔隙 31内, 凝固后与 多孔水泥混凝土路面 3表面牢固粘结, 并不填满孔隙 31。 The drawing is a schematic view of the pavement structure of the present invention, as shown in the figure: Porous cement concrete paving forms a pavement 3 on the base layer 1, and a waterproof bonding layer 2 is disposed between the porous cement concrete pavement 3 and the base layer 1, and the waterproof bonding layer 2 and The porous cement concrete pavement 3 and the base layer 1 are firmly bonded. The porous cement concrete pavement 3 has a surface layer 4 which flows into the surface pores 31 of the porous cement concrete pavement 3, after solidification The surface of the porous cement concrete pavement 3 is firmly bonded and does not fill the pores 31.
下面通过具体实施例来说明多孔水泥混凝土、表面层、防水粘结层的配料及 其施工方法。 实施例中的聚合物树脂为环氧树脂, 聚合物粉末为聚氯乙烯; 聚合 物乳液为苯丙乳液、 纯丙烯酸酯乳液、 丁苯乳液和环氧乳液。 实施例一, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  The ingredients of the porous cement concrete, the surface layer, the waterproof bonding layer and the construction method thereof will be described below by way of specific examples. The polymer resin in the examples is an epoxy resin, and the polymer powder is polyvinyl chloride; the polymer emulsion is a styrene-acrylic emulsion, a pure acrylate emulsion, a styrene-butadiene emulsion, and an epoxy emulsion. Embodiment 1 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
Figure imgf000008_0001
Figure imgf000008_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的水泥路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、溶剂、 水或助剂;在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的用量保 证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔隙 31 , 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土路面表 面牢固粘结形成表面层 4。 实施例二, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 水泥混凝土材料 水泥 碎石 (骨料) 砂 水 路面  c Prepare the surface layer material by weight, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray the liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material can be guaranteed to be sprayed onto the road surface The pores 31 flowing into the surface of the porous cement concrete pavement by their own gravity are not filled with the pores 31 between the aggregates 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 2 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared. Cement concrete material cement gravel (aggregate) sand water pavement
数量 (吨) 0.3 1.8 0.3 0.1 材料 聚合物树脂 填料 (水泥) 数量 (吨) 1 1 Quantity (tons) 0.3 1.8 0.3 0.1 Material Polymer Resin Filler (Cement) Quantity (Tons) 1 1
颜料 (无机铁 材料 聚合物树脂 填料 (水泥)  Pigment (inorganic iron material, polymer resin, filler (cement)
表 面 红) 层 Surface red) layer
数量 (公斤) 100 80 10 本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  Quantity (kg) 100 80 10 The construction method of the porous cement concrete pavement of this embodiment includes the following construction procedures: a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的沥青路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31,并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例三, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 3 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
Figure imgf000009_0001
Figure imgf000009_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、溶剂、 水或助剂; 在原有的桥面 1上摊铺防水粘结层材料, 形成防水粘结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护 至强度达到多孔混凝土设计强度的 75 %以上; b. Prepare the waterproof bonding layer material according to the weight of the above table, and add appropriate dilution in the polymer as needed. Agent, solvent, water or auxiliary agent; paving the waterproof bonding layer material on the original bridge surface 1, forming the waterproof bonding layer 2, paving the porous concrete on the waterproof bonding layer 2 through the paver, forming once Pavement 3, curing to a strength of more than 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例四, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material solidifies and firmly adheres to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 4 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
Figure imgf000010_0001
Figure imgf000010_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序- a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the present embodiment includes the following construction procedures - a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、溶剂、 水或助剂; 在原有的水泥路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例五, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material solidifies and firmly adheres to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 5 In the table of the embodiment, the proportions of the various materials of the porous cement concrete pavement, the polymer waterproof adhesive layer and the polymer surface layer are prepared in the porous cement concrete pavement.
Figure imgf000011_0001
Figure imgf000011_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均勾成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. According to the given weight parts of the above table, the mixture is prepared and stirred into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的沥青路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面 1上喷涂液态表面层材料, 表面层材料 的用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的 孔隙 31,并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝 土路面表面牢固粘结形成表面层 4。 实施例六, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 水泥混凝土材料 水泥 碎石 (骨料) 砂 水 路面  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray the liquid surface layer material on the porous cement concrete pavement 1 and ensure the amount of surface layer material is sprayed to After the road surface, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material solidifies and firmly adheres to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 6 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared. Cement concrete material cement gravel (aggregate) sand water pavement
数量 (吨) 0.45 2.2 0.5 0.18 防 水 材料 聚合物乳液 填料 (水泥)  Quantity (ton) 0.45 2.2 0.5 0.18 Waterproof material Polymer emulsion Filler (cement)
粘 结  Bonding
层 数量 (吨) 1 15 表 面 材料 聚合物乳液 填料 (水泥) 颜料 (无机铁红)
Figure imgf000012_0001
Number of layers (tons) 1 15 Surface material Polymer emulsion filler (cement) Pigment (inorganic iron red)
Figure imgf000012_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序- a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the present embodiment includes the following construction procedures - a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在新建的稳定基层 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the newly formed stable base layer 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31,并且不填满骨料 32之间的孔隙 31 ;表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例七, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 7 In the table of the embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
Figure imgf000012_0002
Figure imgf000012_0002
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在新建的非稳定基层 1上摊铺防水粘结层材料, 形成防水 粘结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土,一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof adhesive layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof adhesive layer material on the newly built unsteady base layer 1 to form waterproof After the bonding layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed in one time, and is cured to a strength of more than 75% of the design strength of the porous concrete;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31,并且不填满骨料 32之间的孔隙 31 ;表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例八, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent to the polymer as needed, Solvent, water or auxiliary agent; spraying liquid surface layer material on porous cement concrete pavement, the amount of surface layer material is guaranteed to flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity after spraying to the road surface, and is not filled with aggregate The pores 31 between 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 8 In the table of the present embodiment, the weight ratio of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer in the porous cement concrete pavement is prepared.
Figure imgf000013_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;
Figure imgf000013_0001
The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的水泥路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31,并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4.
实施例九, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 路面 水泥混凝土材料 水泥 碎石 (骨料) 砂 水 数量 (吨) 0.15 1.2 0.1 0.06 防 水 材料 聚合物乳液 填料 (水泥 +滑石粉) Embodiment 9 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement. Pavement cement concrete material cement gravel (aggregate) sand water Quantity (ton) 0.15 1.2 0.1 0.06 Waterproof material polymer emulsion filler (cement + talcum powder)
粘 结 Bonding
层 数量 (吨) 1 4 Number of layers (tons) 1 4
颜料 (无 材料 聚合物乳液 填料 (水泥 +滑石粉)  Pigment (no material polymer emulsion filler (cement + talcum powder)
表 面 机铁红) 层 Surface machine iron red) layer
数量 (公斤) 100 280 20  Quantity (kg) 100 280 20
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps:
a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  a. Prepared according to the given weight of the above table and stirred evenly into porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的沥青路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混?疑土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例十, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray the liquid surface layer material on the porous cement mixed road surface, the amount of surface layer material is guaranteed After spraying onto the road surface, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and firmly adhered to the surface of the porous cement concrete pavement to form the surface layer 4 . Embodiment 10 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement.
Figure imgf000014_0001
Figure imgf000014_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的桥面 1上摊铺防水粘结层材料, 形成防水粘结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护 至强度达到多 ¾^混凝土设计强度的 75 %以上; The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original bridge surface 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed in one time, and is cured to a strength of more than 75% of the concrete design strength;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例十一, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝 土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material solidifies and firmly adheres to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 11 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement.
Figure imgf000015_0001
Figure imgf000015_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在新建的稳定基层 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the newly formed stable base layer 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 72 路面表面牢固粘结形成表面层 4。 实施例十二, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝 土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and the porous cement concrete 72 The surface of the pavement is firmly bonded to form the surface layer 4. Embodiment 12 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement.
Figure imgf000016_0001
Figure imgf000016_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序:  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps:
a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  a. Prepared according to the given weight of the above table and stirred evenly into porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在新建的非稳定基层 1上摊铺防水粘结层材料, 形成防水 粘结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土,一次成型形成路面 3 , 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof adhesive layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof adhesive layer material on the newly built unsteady base layer 1 to form waterproof After the bonding layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material solidifies and firmly adheres to the surface of the porous cement concrete pavement to form the surface layer 4.
实施例十三, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝 土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 水泥混凝土材料 水泥 碎石 (骨料) 砂 水 路面  Embodiment 13 In the table of the present embodiment, the parts by weight of various materials of the porous cement concrete, the polymer waterproof bonding layer and the polymer surface layer are prepared in the porous cement concrete pavement. Cement concrete material cement gravel (aggregate) sand water pavement
数量 (吨) 0.15 1.2 0.1 0.06 防 水 材料 聚合物乳液 填料 (碳酸钙)  Quantity (ton) 0.15 1.2 0.1 0.06 Waterproof material Polymer emulsion Filler (calcium carbonate)
粘 结 Bonding
层 数量 (吨) 1 10 表 面 材料 聚合物乳液 填料 (碳酸钙) 颜料(无机铁红)
Figure imgf000017_0001
Number of layers (tons) 1 10 Surface material Polymer emulsion filler (calcium carbonate) Pigment (inorganic iron red)
Figure imgf000017_0001
本实施例的多孔水泥混凝土路面的施工方、法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method and method of the porous cement concrete pavement of the present embodiment include the following construction steps: a. Prepared according to the given weight parts of the above table and stirred uniformly into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、水或助剂; 在原有的沥青路面 1上摊铺防水粘结层材料, 形成防水粘 结层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original asphalt pavement 1 to form waterproof and sticky After the layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed at one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31,并且不填满骨料 32之间的孔隙 31 ;表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例十四, 本实施例表格中为多孔水泥混凝土路面中配制多孔水泥混凝 土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。  c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray liquid surface layer material on the porous cement concrete pavement, the amount of surface layer material is guaranteed to be sprayed to the pavement After that, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4. Embodiment 14 The table of this embodiment is a weight ratio of various materials for preparing a porous cement concrete, a polymer waterproof bonding layer and a polymer surface layer in a porous cement concrete pavement.
Figure imgf000017_0002
Figure imgf000017_0002
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序: a. 按照上表给定重量份配制并搅拌均勾成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the embodiment includes the following construction steps: a. According to the given weight parts of the above table, the mixture is prepared and stirred into a porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、水或助剂; 在原有的钢桥面 1上摊铺防水粘结层材料, 形成防水粘结 层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养 护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original steel bridge deck 1 to form waterproof After the bonding layer 2, the porous concrete is paved on the waterproof bonding layer 2 by a paver, and the pavement 3 is formed in one time, and is cured to a strength of more than 75% of the design strength of the porous concrete;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、水或助剂; 在多孔水泥混凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 实施例十五, 本实施例表格中为多孔水泥混凝土路面中配^]多孔水泥混凝 土、 聚合物防水粘结层和聚合物表面层各种材料的重量份配比。 c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent to the polymer as needed, Solvent, water or auxiliary agent; spraying liquid surface layer material on porous cement concrete pavement, the amount of surface layer material is guaranteed to flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity after spraying to the road surface, and is not filled with aggregate The pores 31 between 32; the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form the surface layer 4. In the fifteenth embodiment, the table in the embodiment is a weight ratio of various materials of the porous cement concrete pavement, the polymer waterproof adhesive layer and the polymer surface layer in the porous cement concrete pavement.
Figure imgf000018_0001
Figure imgf000018_0001
本实施例的多孔水泥混凝土路面的施工方法, 包括以下施工工序- a. 按照上表给定重量份配制并搅拌均匀成多孔水泥混凝土;  The construction method of the porous cement concrete pavement of the present embodiment includes the following construction procedures - a. Prepared according to the given weight parts of the above table and stirred uniformly into porous cement concrete;
b. 按上表重量份配制防水粘结层材料, 根据需要在聚合物内加入适量稀释 剂、 溶剂、 水或助剂; 在原有的水泥路面上摊铺防水粘结层材料, 形成防水粘结 层 2后在防水粘结层 2上通过摊铺机摊铺多孔混凝土, 一次成型形成路面 3, 养 护至强度达到多孔混凝土设计强度的 75 %以上;  b. Prepare the waterproof bonding layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spread the waterproof bonding layer material on the original cement pavement to form waterproof bonding After layer 2, the porous concrete is paved on the waterproof adhesive layer 2 by a paver, and the pavement 3 is formed in one time, and the strength is up to 75% of the strength of the porous concrete design;
c 按上表重量份配制表面层材料, 根据需要在聚合物内加入适量稀释剂、 溶剂、 水或助剂; 在多孔水泥?昆凝土路面上喷涂液态表面层材料, 表面层材料的 用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路面表面的孔 隙 31, 并且不填满骨料 32之间的孔隙 31 ; 表面层材料凝固后与多孔水泥混凝土 路面表面牢固粘结形成表面层 4。 以上实施例只是对本发明故进一步说明,并不能限制本发明的保护范围, 以 上种类的树脂、粉末和乳液均在以上实施例进行实践应用, 当然也可以用其它性 质近似或相同的聚合物代替,各种类型的填料都可以在给定范围内混合使用, 都 能实现发明目的。 最后说明的是, 以上实施例仅用以说明本发明的技术方案而非限制,尽管参 照较佳实施例对本发明进行了详细说明,本领域的普通技术人员应当理解,可以 对本发明的技术方案进行修改或者等同替换,而不脱离本发明技术方案的宗旨和 范围, 其均应涵盖在本发明的权利要求范围当中。 c Prepare the surface layer material according to the weight of the above table, add appropriate amount of diluent, solvent, water or auxiliary agent to the polymer as needed; spray the liquid surface layer material on the porous cement? Kunming concrete road surface, the amount of surface layer material is guaranteed After spraying onto the road surface, it can flow into the pores 31 of the surface of the porous cement concrete pavement by its own gravity, and does not fill the pores 31 between the aggregates 32; the surface layer material is solidified and firmly adhered to the surface of the porous cement concrete pavement to form the surface layer 4 . The above examples are merely illustrative of the present invention and are not intended to limit the scope of the present invention. The above types of resins, powders and emulsions are all practically applied in the above examples, and of course, other polymers having similar or identical properties may be used instead. Various types of fillers can be used in combination within a given range to achieve the object of the invention. The above embodiments are only used to illustrate the technical solutions of the present invention and are not intended to be limiting. Although the present invention is described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention can be Modifications or equivalents are intended to be included within the scope of the appended claims.

Claims

权利要求书 Claim
1. 一种多孔水泥混凝土路面, 多孔水泥混凝土在基层(1)上形成路面(3), 其特征在于: 所述多孔水泥混凝土路面 (3) 上有表面层 (4), 所述表面层 (4) 材料液态时流入多孔水泥混凝土路面 (3) 表面孔隙 (31) 内, 凝固后与多孔水 泥混凝土路面 (3) 表面牢固粘结, 并不填满孔隙 (31)。  A porous cement concrete pavement, wherein a porous cement concrete forms a pavement (3) on a base layer (1), characterized in that: the porous cement concrete pavement (3) has a surface layer (4), the surface layer ( 4) When the material is in liquid state, it flows into the porous concrete pavement (3) surface pore (31). After solidification, it adheres firmly to the surface of the porous cement concrete pavement (3) and does not fill the pores (31).
2.根据权利要求 1所述的多孔水泥混凝土路面, 其特征在于: 所述表面层材 料按重量份由下列组分构成: The porous cement concrete pavement according to claim 1, wherein the surface layer material is composed of the following components in parts by weight:
聚合物 100份  Polymer 100 parts
填 料 0— 500份。  Fill 0-500 parts.
3.根据权利要求 2所述的多孔水泥混凝土路面, 其特征在于: 所述表面层材 料按重量份由下列组分构成- 聚合物 100份 The porous cement concrete pavement according to claim 2, wherein: the surface layer material is composed of the following components in parts by weight - polymer 100 parts
填 料 120— 280份。  Fill 120-280 parts.
4. 根据权利要求 1至 3任一权利要求所述的多孔水泥混凝土路面, 其特征 在于: 所述多孔水泥混凝土为间断级配或单一级配碎石形成的多孔水泥混凝土, 按重量份由下列组分构成- 水泥 15^15份 The porous cement concrete pavement according to any one of claims 1 to 3, wherein: the porous cement concrete is a porous cement concrete formed by intermittent grade or single grade gravel, and is divided into the following by weight; Composition - 15^15 parts of cement
碎石 120— 220份  Crushed stone 120-220 parts
砂 0— 50份  Sand 0-50 parts
水 6— 18份。  Water 6-18 parts.
5. 根据权利要求 1至 3任一权利要求所述的多孔水泥混凝土路面, 其特征 在于: 所述多孔水泥混凝土路面 (3)与基层 (1)之间设置防水粘结层(2), 所 述防水粘结层 (2) 与多孔水泥混凝土路面 (3) 和基层 (1) 牢固粘结。 The porous cement concrete pavement according to any one of claims 1 to 3, characterized in that: a waterproof bonding layer (2) is disposed between the porous cement concrete pavement (3) and the base layer (1). The waterproof bonding layer (2) is firmly bonded to the porous cement concrete pavement (3) and the base layer (1).
6. 根据权利要求 4所述的多孔水泥混凝土路面, 其特征在于: 所述多孔水 泥混凝土路面 (3)与基层 (1)之间设置防水粘结层 (2), 所述防水粘结层 (2) 与多孔水泥混凝土路面 G) 和基层 (1) 牢固粘结。 The porous cement concrete pavement according to claim 4, characterized in that: a waterproof adhesive layer (2) is disposed between the porous cement concrete pavement (3) and the base layer (1), and the waterproof adhesive layer ( 2) Firmly bonded to the porous cement concrete pavement G) and the base layer (1).
7. 根据权利要求 5 所述的多孔水泥混凝土路面, 其特征在于: 所述防水粘 结层材料按重量份由下列组分构成- 聚合物 1份 7. The porous cement concrete pavement according to claim 5, wherein: the waterproof sticky The layering material consists of the following components by weight - 1 part of polymer
填 料 0— 15份。  Fill 0-15 pieces.
8.根据权利要求 6所述的多孔水泥混凝土路面, 其特征在于: 所述防水粘 结层材料按重量份由下列组分构成: The porous cement concrete pavement according to claim 6, wherein the waterproof adhesive layer material is composed of the following components in parts by weight:
聚合物 1份  Polymer 1 part
填 料 0— 15份。  Fill 0-15 pieces.
9. 根据权利要求 7或 8所述的多孔水泥混凝土路面, 其特征在于: 所述防 水粘结层材料按重量份由下列组分构成: The porous cement concrete pavement according to claim 7 or 8, wherein the water-repellent bonding layer material is composed of the following components in parts by weight:
聚合物 1份  Polymer 1 part
填 料 1_ 份  Filling 1_ serving
10.根据权利要求 9所述的多孔水泥混凝土路面, 其特征在于: 所述表面层 和防水粘结层的聚合物为聚合物树脂、聚合物粉末或聚合物乳液的任意一种或其 混合物。 The porous cement concrete pavement according to claim 9, wherein the polymer of the surface layer and the water-repellent bonding layer is any one of a polymer resin, a polymer powder or a polymer emulsion or a mixture thereof.
11. 根据权利要求 10所述的多孔水泥混凝土路面, 其特征在于: 所述聚合 物中根据需要加入适量稀释剂、 溶剂、 水或助剂。 The porous cement concrete pavement according to claim 10, wherein: the polymer is added with an appropriate amount of a diluent, a solvent, water or an auxiliary agent as needed.
12. 根据权利要求 11 所述的多孔水泥混凝土路面, 其特征在于: 所述填料 为活性填料、 惰性填料或者活性填料和惰性填料的混合物。 The porous cement concrete pavement according to claim 11, wherein the filler is an active filler, an inert filler or a mixture of an active filler and an inert filler.
13. 根据权利要求 12所述的多孔水泥混凝土路面, 其特征在于: 所述活性 填料为水泥和粉煤灰, 惰性填料为碳酸钙、 滑石粉和石英沙。 The porous cement concrete pavement according to claim 12, wherein the active filler is cement and fly ash, and the inert filler is calcium carbonate, talc and quartz sand.
14. 根据权利要求 13所述的多孔水泥混凝土路面, 其特征在于: 所述表面 层材料每 100重量份聚合物中按重量份还添加 1一 30的颜料。 The porous cement concrete pavement according to claim 13, wherein: the surface layer material further adds 1 to 30 pigments per part by weight of the polymer.
15. 根据权利要求 14所述的多孔水泥混凝土路面, 其特征在于: 所述基层 ( 1 )为新建的稳定、 非稳定基层, 或原有的水泥混凝土路面、 沥青路面、 桥面。 The porous cement concrete pavement according to claim 14, wherein the base layer (1) is a newly-built stable and unstable base layer, or an original cement concrete pavement, an asphalt pavement, and a bridge deck.
16. 一种多孔水泥混凝土路面的施工方法,其特征在于:包括以下施工工序: a. 配制并搅拌均匀成多孔水泥混凝土; b.将多孔水泥混凝土摊铺在基层(1 )上形成路面 (3), 整平、 振实, 养护 至强度达到多孔水泥混凝土设计强度的 75 %以上; 16. A method for constructing a porous cement concrete pavement, comprising: the following construction process: a. preparing and stirring uniformly into a porous cement concrete; b. Spread the porous cement concrete on the base layer (1) to form the road surface (3), leveling, tapping, and curing until the strength reaches 75% of the design strength of the porous cement concrete;
c配制表面层材料, 将液态表面层材料喷涂在多孔水泥混凝土路面上, 表 面层材料的用量保证喷涂至路面后能依靠自身重力作用流入多孔水泥混凝土路 面表面的孔隙(31 ), 并且不填满骨料(32)之间的孔隙(31 ); 表面层材料凝固 后与多孔水泥混凝土路面表面牢固粘结形成表面层 (4)。  c. Preparing the surface layer material, spraying the liquid surface layer material on the porous cement concrete pavement, and the amount of the surface layer material is ensured to be able to flow into the pores (31) of the surface of the porous cement concrete pavement by its own gravity after being sprayed onto the road surface, and is not filled up. The pores (31) between the aggregates (32); the surface layer material is solidified and firmly bonded to the surface of the porous cement concrete pavement to form a surface layer (4).
17.根据权利要求 16所述的多孔水泥混凝土路面的施工方法,其特征在于: 配制防水粘结层材料,步骤 b中在摊铺多孔混凝土之前先在基层上摊铺防水粘结 层材料, 72 小时之内形成防水粘结层 (2) 后在防水粘结层 (2) 上摊铺多孔混 凝土。 The method for constructing a porous cement concrete pavement according to claim 16, wherein: the waterproof adhesive layer material is prepared, and in step b, the waterproof adhesive layer material is spread on the base layer before paving the porous concrete, 72 After the waterproof bonding layer (2) is formed within an hour, the porous concrete is spread on the waterproof bonding layer (2).
18.根据权利要求 16或 17所述的多孔水泥混凝土路面的施工方法,其特征 在于: 所述多孔混凝土通过摊铺机摊铺在基层上, 一次成型形成路面 (3 )。 The method of constructing a porous cement concrete pavement according to claim 16 or 17, wherein the porous concrete is spread on a base layer by a paver, and the pavement (3) is formed at one time.
19.根据权利要求 18所述的多孔水泥混凝土路面的施工方法,其特征在于: 所述表面层 (4)可以一次或者多次、 分层进 施工。 The method of constructing a porous cement concrete pavement according to claim 18, wherein the surface layer (4) can be constructed one or more times and layered.
PCT/CN2008/000272 2007-02-14 2008-02-02 Porous cement concrete pavement and method for construction thereof WO2008098475A1 (en)

Applications Claiming Priority (14)

Application Number Priority Date Filing Date Title
CN200710078224.4 2007-02-14
CNB2007100782278A CN100552136C (en) 2007-02-14 2007-02-14 Spary forms on the honeycombed cement concrete pavement colored road surface and job practices
CN200710078220A CN101016717B (en) 2007-02-14 2007-02-14 Porous cement concrete cement pavement having bond coat on rolled cement concrete and construction method therefor
CNB2007100782244A CN100554584C (en) 2007-02-14 2007-02-14 Spary forms on the porous polymer concrete facing colored road surface and job practices
CN200710078226.3 2007-02-14
CNB200710078223XA CN100552137C (en) 2007-02-14 2007-02-14 Asphalt surface course is provided with the honeycombed cement surface concrete membrane and the job practices of tack coat
CN200710078222.5 2007-02-14
CN200710078220.6 2007-02-14
CNB2007100782225A CN100554585C (en) 2007-02-14 2007-02-14 Cement concrete is provided with the honeycombed cement surface concrete membrane and the job practices of tack coat
CN200710078223.X 2007-02-14
CNB2007100782263A CN100552141C (en) 2007-02-14 2007-02-14 The structure of bridge deck having polymer porous concrete surface layer and job practices
CN200710078225.9 2007-02-14
CNB2007100782259A CN100552140C (en) 2007-02-14 2007-02-14 The structure of steel bridge deck having polymer porous concrete surface surface layer and job practices
CN200710078227.8 2007-02-14

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