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现行 BS PD CEN/TR 1295-4:2015
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Structural design of buried pipelines under various conditions of loading-Parameters for reliability of the design 不同荷载条件下埋地管道的结构设计
发布日期: 2015-09-30
BS PD CEN/TR 1295-4:2015列出了地下水和地下水结构设计的可靠性参数 废水压力管道、排水管和下水道。埋地管道设计的可靠性取决于选择合适的设计方案 所选设计方法的参数。本文件确定了适用于 选择的设计方法,这些都应该明确说明。本技术报告的目的不在于详细说明水和水的结构设计要求 废水压力管道、排水管和下水道。这些要求在EN 1295-1中定义。本技术报告不适用于海上铺设、桩上支撑管道、非开挖管道,或 放在地上。对于这些具体问题,需要考虑补充因素 安装。特殊情况(如滑坡、地震、火灾)不在本文件范围内。纵向效应计算的设计参数(包括弯矩、剪力和 例如,由不均匀层理和热运动产生的张力 压力管道的泊松收缩和方向或横截面变化时的推力 本文件未涵盖。交叉引用:EN 1295-1EN 805CEN/TR 1295-2CEN/TR 1295-3EN 1610EN 1990购买本文件时可获得的所有现行修订均包含在购买本文件中。
BS PD CEN/TR 1295-4:2015 lists the parameters for the reliability of the structural design of buried water and wastewater pressure pipelines, drains and sewers.The reliability of the design of buried pipelines is based on the selection of appropriate design parameters for a chosen design method. This document identifies the parameters appropriate to the chosen design method, which should all be clearly stated.This Technical Report does not aim to specify the requirements for the structural design of water and wastewater pressure pipelines, drains and sewers. These requirements are defined in EN 1295-1.This Technical Report does not apply for offshore laying, pipes supported on piles, no dig pipelines, or laid above ground. Supplementary considerations need to be taken into account for these specific installations.Special situations (e.g. landslide, earthquake, fire) are outside the scope of this document.Design parameters for calculation of longitudinal effects (including bending moments, shear forces and tensile forces resulting for example from non-uniform bedding and thermal movements and, in the case of pressure pipelines, from Poisson's contraction and thrust at change of direction or cross-section) are not covered in this document.Cross References:EN 1295-1EN 805CEN/TR 1295-2CEN/TR 1295-3EN 1610EN 1990All current amendments available at time of purchase are included with the purchase of this document.
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发布单位或类别: 英国-英国标准学会
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