首页> 外国专利> IMPROVED CONCRETE PAVEMENT SLABS FOR STREETS, ROADS OR HIGHWAYS AND THE METHODOLOGY FOR THE SLAB DESIGN

IMPROVED CONCRETE PAVEMENT SLABS FOR STREETS, ROADS OR HIGHWAYS AND THE METHODOLOGY FOR THE SLAB DESIGN

机译:用于街道,道路或高速公路的改进混凝土路面板及设计方法

摘要

ABSTRACTIMPROVED CONCRETE PAVEMENT SLABS FOR STREETS, ROADS OR HIGHWAYS AND THE METHODOLOGY FOR THE SLAB DESIGNThe traditional paving systems employed until now, consider the width of pavement slabs equal to a lane width and the long dimension equal to the lane width or 6 meters long. These dimensions make that the vehicles loads, and especially loaded truck, apply the loads at both edges simultaneously, inducing tensile stresses on the slabs surfaces when they are warped. The current invention proposes to built a concrete slab where the maximum width value of slab Dx is being given by the lower measure between the distance D1 of the front wheels of a model loading truck or by de mean, and the distance D2 of a rear running gear of the same truck or the mean; the maximum slab length L is given by the distance between the truck axles or the mean; and the thickness E is given by the concrete resistance value, considering traffic loads, the kind and quality of the base, and the ground type. The current invention comprises the design methodology of this concrete slab, which allows that always only one wheel or only one running gear of the truck, used as model truck or mean, touch and moves over the slab.FIG. 15
机译:抽象改良的混凝土路面板,用于街道,道路或公路和平板设计方法迄今为止使用的传统铺路系统要考虑铺路宽度平板等于车道宽度,长尺寸等于车道宽度或6米长。这些尺寸使车辆(尤其是卡车)能够装载,同时在两个边缘上施加载荷,从而在平板上产生拉应力当它们变形时会浮出水面。本发明提出建造混凝土板平板Dx的最大宽度值由较低的小数给出在模型装卸车的前轮距离D1之间,或者绝对地,同一辆卡车的后行驶机构的距离D2或平均值;的平板最大长度L由叉车轴之间的距离或平均值给出。考虑到交通负荷,厚度E由混凝土电阻值给出,基地的种类和质量以及地面的类型。本发明包括这种混凝土板的设计方法,使得始终只有一个轮子或仅用作卡车的一个行走机构,用作模型卡车或均线,触摸并移动在平板上。图。 15

著录项

  • 公开/公告号SG166161A1

    专利类型

  • 公开/公告日2010-11-29

    原文格式PDF

  • 申请/专利权人 INVERSIONES YUSTE S.A.;

    申请/专利号SG2010075265

  • 发明设计人 JUAN PABLO COVARRUBIAS TORRES;

    申请日2006-07-27

  • 分类号

  • 国家 SG

  • 入库时间 2022-08-21 18:04:09

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