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Manufacturing method of a Slab of Concrete with Fiber to the paving of Roads under traffic, substrate and Method for Paving Roads, low traffic

机译:交通用道路铺设用纤维混凝土板的制造方法,基材以及低交通量的道路铺设方法

摘要

The Invention relates to a method of Paving roads or Trails of low traffic with a Paving Slab poured in situ and DX with a width less than Lower value between D1 and D2. D1 is the distance between the front Wheels of a truck or Pattern, and D2 is the distance between the wheels on the rear Wheels.The LX Long Slab is less than the value of the length l of the free distance between the Front Axle and the Rear Axle of the train Wheel Truck Load Pattern, such that the dimensions DX and LX always allow a single Wheel or a Gear Train Truck Pattern is supported Ado and touching on the Slab.The Method comprises the steps of: providing a way for Paving without folder of rolled Asphalt or Concrete paving, or no Path for both low level and homogenize the traffic; road or Trail for Paving; determine the width and length of the Slab, and establish its Thickness according to the quantity and Traffic load, the bearing capacity of the natural TerrainThe concrete Strength, residual strength and Climate, such as the thickness of 5 to 15 cm; determine the Fiber dosage necessary to design a residual strength of 10% to 50% of the Ultimate Strength of the concrete, mixing concrete and Fibers selected from Steel, Glass, polypropylene, or other Structural Carbon Fiber to concrete.Additionally, includes pour concrete with fiber directly, on the road or Trail to pave, the size of a cloth Paving Design, or pour of Concrete with fiber directly on the road or Trail to pave.It also provides a Concrete Slab to pave roads or Trails of low traffic, and a method for Manufacturing the Slab.
机译:本发明涉及一种用现场浇筑的铺路板和宽度小于D1和D2之间的较低值的DX铺路低交通量的道路或小径的方法。 D1是卡车或Pattern的前轮之间的距离,D2是后轮上的车轮之间的距离.LX长板小于前桥和前轮之间的自由距离的长度l的值。火车轮式货车负载模式的后轴,使得尺寸DX和LX始终允许单个轮式或齿轮式火车货车模式被Ado支撑并接触平板。该方法包括以下步骤:提供一种无需铺装的摊铺方法碾压的沥青或混凝土铺路的文件夹,或者没有用于低水平和均质交通的路径;铺路或步道;确定板的宽度和长度,并根据数量和交通负荷,天然地形的承载能力确定混凝土的厚度,混凝土的强度,残余强度和气候,例如5至15厘米的厚度;确定设计残余强度为混凝土极限强度的10%至5​​0%所需的纤维剂量,将混凝土与选自钢,玻璃,聚丙烯或其他结构碳纤维的纤维混合到混凝土中。直接在道路或步道上铺砌的纤维,铺路设计的大小,或直接在道路或步道上铺筑带有纤维的混凝土以铺路,它还提供混凝土板来铺筑低流量的道路或步道,以及一种制造平板的方法。

著录项

  • 公开/公告号DOP2014000182A

    专利类型

  • 公开/公告日2014-11-30

    原文格式PDF

  • 申请/专利权人 COMERCIAL TCPAVEMENTS LTDA;

    申请/专利号DO20140000182

  • 发明设计人 JUAN PABLO COVARRUBIAS VIDAL;

    申请日2014-08-04

  • 分类号E01C7/14;

  • 国家 DO

  • 入库时间 2022-08-21 15:15:34

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