23.040.01 管道部件和管道综合 标准查询与下载

T/CSEE 0292-2022 火力发电厂超（超）临界机组主蒸汽、再热蒸汽及给水管道材料与规格选用导则

本文件规定了火力发电厂超（超）临界机组主蒸汽、再热蒸汽及给水管道材料与规格的选用原则及技术要求。 本文件适用于 350 MW 及以上容量火力发电厂超（超）临界机组主蒸汽、再热蒸汽及给水管道材料与规格的选用。

Guidelines for the selection of materials and specifications for main steam, reheat steam and water supply pipelines of super (super) critical units in thermal power plants

T/CI 081-2022 地质灾害下管道本体安全性监测技术规范

4　地质灾害敏感点的选择 4.1　地质灾害风险点识别 4.1.1　地质灾害风险点识别应当在现场全面地质资料的基础上开展识别工作，充分识别管道地质灾害，特别是城市基本建设过程中，施工造成的开挖沉陷等地质灾害。 4.1.2　现场全面地质资料内容包括地质灾害评估、地质勘察报告、灾害防治设计、地质灾害形成条件、外界影响因素等资料。 4.1.3　首先要识别出沿线管道地质灾害的类型，存在的主要问题，及时形成纪录和档案。 4.1.4　管道主要灾害主要形式包括冲沟、滑坡、泥石流、崩塌、断层、地裂缝地面沉降等。 4.2　敏感监测点选择 主要选择对管道地质灾害高风险段进行监测，如滑坡、泥石流、土壤移动，管道悬空段、沉陷段、山体危险岩体、地震断裂带等危险区域进行监测。 4.3　监测的内容 选择能够直接反映地质条件变化的参数进行监测，包括：管道应力应变监测、管道孔隙水压力监测、土壤压力监测、土壤位移变形监测、其他监测等。 5　地质灾害监测系统的安装 5.1　基本要求 管道应变监测以安全可靠为前提，要求符合本章要求。 5.2　地质灾害管道应变监测的主要内容 5.2.1　管道在内压、自重及其他载荷作用下所产生的环向应变、轴向应变和45°方向应变及增量。 5.2.2　管道发生扭转变形时的剪切角（剪应变）。 5.2.3　测试结果数据表。通过对现场试验数据的分析，得出管道承载所产生的环向应变及管道整体变形量，绘制应变曲线，研究管道由于滑坡引起的整体变形及位移，并进行安全性判定。 5.3　管道监测系统安装 5.3.1　监测仪器和设施的布置，应明确监测的目的，紧密结合工程实际，突出重点、兼顾全面，相关项目统筹安排，配合布置。应保证具有在恶劣气候条件下仍能进行重要项目的监测。 5.3.2　仪器设备要耐久、可靠、适用、有效，力求先进和便于实现自动化监测。 5.3.3　仪器的安装和埋设必须及时，必须按设计要求精心施工。应保证第一次监测就能获得必要的监测成果。并做好仪器的保护；埋设完工后，及时做好初期测读并填写初始监测数据表、绘制地形图、管道埋深图及测点滑坡状况调研表，以备查用。 5.3.4　仪器监测严格按照规程规范和设计要求进行，对不同监测阶段，突出重点进行监测，发现异常立即进行复测。 5.4　数据采集系统 5.4.1　传感器部分包括各种电测传感器。传感器的作用是感受各种物理量，如力、线位移，角位移、应变和温度等，并把这些物理量转变为电信号。 5.4.2　数据采集仪的作用是对所有的传感器通道进行扫描，把扫描得到的电信号进行数字转换，转换成数字量，再根据传感器特性对数据进行传感器系数换算（如把电压数换算成应变或温度等），然后将数据传送给计算机，或者将这些数据打印输出、存入磁盘。 5.4.3　计算机是整个数据采集系统的控制器，控制整个数据采集过程。 5.5　数据处理 5.5.1　安装完成后，需要对直接测量采集到的数据进行整理换算、统计分析和归纳演绎，以得到代表管道力学性能的公式、图表、数学模型和数值等。 5.5.2　数据处理的内容和步骤包括四个方面：数据的整理和换算、数据的统计分折、数据的误差分析、数据的表达。 5.6　仪器误差及消除 5.6.1　仪器本身的误差属于系统误差范畴，产生系统误差的原因主要是仪器在生产工艺或设计上的缺陷造成的（例如零件的尺寸、安装位置和刻度分划不准确等），或者是由于使用日久导致的零件磨损、零件变形等。在设计原理广用线件关系近似地代替非线性关系也会产生系统误差。 5.6.2　应事先找出仪器存在的系统误差及其变化规律，并对其建立各种修正公式或绘制修正曲线、修正表格等以消除系统误差。

Technical specifications for intrinsic safety monitoring of pipeline under geological disasters

ASTM C12-22a 液体应用密封胶选择标准指南

1.1 This practice covers the proper methods of installing vitrified clay pipe lines by open trench construction methods in order to fully utilize the structural properties of such pipe. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Practice for Installing Vitrified Clay Pipe Lines

T/HEBQIA 085-2022 矿物浆液输送用复合管

本文件规定了矿物浆液输送用复合管的名称、型号和规格、结构、材料、颜色和外观、基本尺寸、性能、试验方法、连接、检验规则、标志、包装、运输和贮存等内容。

Composite pipe for mineral slurry transportation

ASTM F2769-22 高温聚乙烯（PE-RT）塑料冷热水管道和分配系统的标准规范

1.1 This specification establishes requirements for polyethylene of raised temperature (PE-RT) plastic hotand coldwater tubing and distribution systems components made in one standard dimension ratio and intended for 100 psig (6.9 bar) water service up to and including a maximum working temperature of 180 °F (82 °C). Components are comprised of tubing, fittings, valves and manifolds. Tubing may incorporate an optional polymeric inner, middle or outer layer. Testing of fittings and PE-RT tubing to the requirements of this standard indicate that these fittings are appropriate for use with PE-RT piping systems. Requirements and test methods are included for materials, workmanship, dimensions and tolerances, burst pressure, sustained pressure, oxidative resistance, temperature cycling tests, bend strength and environmental stress cracking. Also included are tests related to system malfunctions. The components covered by this specification are intended for use in residential and commercial, hot and cold, potable water distribution systems. 1.2 The text of this specification references notes, footnotes, and appendixes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification. NOTE 1—Suggested hydrostatic design stresses and hydrostatic pressure ratings for tubing and fittings are listed in Appendix X1. UV labeling guidelines are provided in Appendix X2. Design, assembly, and installation considerations are provided in Appendix X3. An optional performance qualification and an in-plant quality control program are recommended in Appendix X4. 1.3 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.4 The following safety hazards caveat pertains only to the test methods portion, Section 7, of this specification. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Polyethylene of Raised Temperature (PE-RT) Plastic Hot and Cold-Water Tubing and Distribution Systems

ASTM F1901-22 屋顶排水系统用聚乙烯管道和配件规范

1.1 This specification covers requirements for polyethylene (PE) pipe and fittings for nonpressure roof drain systems. 1.2 This specification covers pipe and fittings intended for normal residential and commercial uses and is not intended for use in unusual corrosive conditions. NOTE 1—Before installing pipe for waste disposal use, the approval of the cognizant building code authority shall be obtained as conditions not found in normal use or temperatures approaching 140 °F (60 °C) may be encountered. 1.3 Pipe is produced in dimensions based on outside diameters of 32 mm (1.250 in.) and larger in accordance with Specification F714. 1.4 The interchangeability of pipe and fittings made by different manufacturers is not addressed in this specification. Transition fittings for joining pipe and fittings of different manufacturers is provided for in this specification. 1.5 Pipe and fittings are joined by the heat-fusion method, by the electrofusion method, or by using mechanical joints (excluding insert fittings) recommended by the manufacturer. 1.6 In referee decisions, the SI units shall be used for metric-sized pipe and inch-pound units for pipe sized in the IPS system (ANSI B36.10). In all cases, the values given in parentheses are provided for information only. 1.7 The following safety hazards caveat pertains only to the test method, Section 7, of this specification. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Polyethylene (PE) Pipe and Fittings for Roof Drain Systems

ISO/PAS 22101-1:2022 工业用短玻璃纤维增强聚乙烯（PE-sGF）管道系统.第1部分:总则

Polyethylene reinforced with short glass fibres (PE-sGF) piping systems for industrial applications — Part 1: General

ISO/PAS 22101-2:2022 工业用短玻璃纤维增强聚乙烯（PE-sGF）管道系统.第2部分:管道

Polyethylene reinforced with short glass fibres (PE-sGF) piping systems for industrial applications — Part 2: Pipes

T/CASEI 012-2022 承压设备用流量计(壳体)监督检验规范

本文件规定了境内制造及进口的流量计(壳体)制造监督检验(以下简称“监检”)和委托试验的项目、方法和要求等。本文件适用于《特种设备目录》规定的压力管道定义范围内的流量计(壳体)、一体锻造式流量计(壳体)监检和进口流量计(壳体)的监检。本文件适用于一体铸造式流量计(壳体),有色金属管件制流量计(壳体),没有承压壳体的插入式流量计、法兰对夹式流量计的委托试验。

Specification for supervision inspection of pressure equipment flowmeter (shell)

T/CASEI 010-2022 压力管道元件制造监督检验实施导则

本文件规定了压力管道元件制造监督检验(以下简称监检)过程中受检单位、监检机构和监检人员的相关要求、工作程序、监检要求、制造单位质量保证体系实施状况评价的要求。本文件适用于《特种设备目录》《压力管道监督检验规则》规定范围内压力管道元件制造过程中的监督检验工作:(1)埋弧焊钢管、聚乙烯管(注1-1);(2)元件组合装置中的燃气调压装置、减温减压装置、工厂化预制管段(注1-2)、流量计(壳体)(注1-3)。注1-1:不包括带金属骨架的聚乙烯管和纤维增强聚乙烯管。注1-2:工厂化预制管段是指制造单位在工厂内根据施工设计图将压力管道元件焊接组装整体出厂的管道元件产品,包括汇管、过滤器、分离器、凝水(气)缸、除污器、混合器、缓冲器、收发球筒、鹤管等,不包括在施工现场进行的管道预制。注1-3:锅炉范围内管道中使用的减温减压装置、工厂化预制管段、流量计(壳体)可以按照锅炉相关规定进行制造监检。

Guidelines for supervision and inspection of pressure pipeline component manufacture

GSO EN 13476-3:2022 非压力地下排水和污水处理用塑料管道系统 非增塑聚氯乙烯（PVC-U）、聚丙烯（PP）和聚乙烯（PE）结构壁管道系统 第3部分：带smo的管道和配件规范 .

This part of EN 13476, together with EN 13476-1, specifies the definitions and requirements for pipes, fittings and the system based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems that are intended to be used for non-pressure underground drainage and sewerage systems. This part is applicable to pipes and fittings with smooth internal and profiled external surfaces, designated as Type B. It specifies test methods and test parameters as well as requirements. This part is applicable to: a) structured-wall pipes and fittings, which are intended to be used buried underground outside the building structure, reflected in the marking of products by "U"; b) structured-wall pipes and fittings, which are intended to be used buried underground both outside (application area code "U") and within the building structure (application area code "D"), reflected in the marking of products by "UD". This part is applicable to structured-wall pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints. This part covers a range of pipe and fitting sizes, materials, pipe constructions, stiffness classes, application classes, and tolerance classes and gives recommendations concerning colours. NOTE It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.

Plastics piping systems for non-pressure underground drainage and sewerage - Structured-wall piping systems of unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) - Part 3: Specifications for pipes and fittings with smo...

T/CIPR 0018-2022 消防水带快速清洗装置

消防水带快速清洗装置包括清洗箱，清洗箱的左侧固定连接有烘干箱，烘干箱的左侧固定连接有吸干箱，清洗箱、烘干箱和吸干箱的内侧均转动连接有两个辊轴，辊轴的顶部固定连接有传动轴，清洗箱的顶部固定连接有驱动电机，右侧两个传动轴的顶部均固定连接有传动齿轮，驱动电机的左侧固定连接有支架，支架的顶部固定连接有蓄电池，蓄电池的顶部固定连接有提手，清洗箱的前侧壁和后侧壁均固定连接有两个喷淋头，清洗箱的前侧壁和后侧壁均固定连接有两个毛刷，左侧两个辊轴的外侧均固定连接有吸干毛布，吸干箱的左侧固定连接有搁置板，搁置板的顶部转动连接有收卷杆，正面三个传动轴 与收卷杆之间和背面三个传动轴之间均传动连接有传动带，烘干箱的顶部开设有通风孔，通风孔的顶部固定连接有鼓风扇，通风孔的底部固定连接有电热丝，清洗箱的外侧固定连接有水管，清洗箱、烘干箱和吸干箱的底部之间固定连接有过滤排放筒，过滤排放筒的内侧插接有活性炭过滤板，活性炭过滤板的顶部铰接有两个钩杆，两个钩杆相对的一侧均固定连接有弹簧，过滤排放筒的左右两侧均开设有插孔，插孔的内侧插接有密封塞，清洗箱、烘干箱和吸干箱的内侧均固定连接有两个转动座，过滤排放筒的左右两侧均固定连接有万向轮。 清洗箱、烘干箱和吸干箱均为底部开口的箱体，六个转动座均通过两根直杆分别与清洗箱、烘干箱和吸干箱固定连接。 辊轴与相对应的转动座转动连接，清洗箱、烘干箱和吸干箱的左右两侧均开设有方形孔。  六个辊轴呈前后对称分布，且右侧两个辊轴的外侧固定连接有刷毛。  四个喷淋头均与水管相连通，水管的背面固定连接有连接法兰。 驱动电机、鼓风扇和电热丝均与蓄电池电连接，活性炭过滤板的底面面积大于清洗箱、烘干箱和吸干箱的底面面积之和。 驱动电机的输出轴与背面的传动齿轮固定连接，两个传动齿轮相啮合，活性炭过滤板的外侧固定连接有密封圈。  两个钩杆分别与两个插孔插接，且两个插孔分别与两个钩杆紧贴。  两个弹簧的底端均与活性炭过滤板固定连接，万向轮的数量为四个。

Quick cleaning device for Fire Hose

ASTM C12-22 安装陶土管道的标准实施规程

Standard Practice for Installing Vitrified Clay Pipe Lines

BS EN ISO 11295:2022 用于修复管道的塑料管道系统 战略、战术和作战活动的分类和概述

1   Scope This document specifies the steps of the overall process of pipeline rehabilitation , comprising: — information on strategic and tactical activities: a) investigation and condition assessment of the existing pipeline; b) pipeline rehabilitation planning. — information on and requirements for operational activities: c) project specification; d) applications of techniques; e) documentation of the design and application process. Definitions and classification of families of renovation and trenchless replacement techniques are provided, and their respective featur...

Plastics piping systems used for the rehabilitation of pipelines. Classification and overview of strategic, tactical and operational activities

EN ISO 11295:2022 改装用塑料管道系统的设计信息和分类

This document specifies the steps of the overall process of pipeline rehabilitation, comprising: — information on strategic and tactical activities: a) investigation and condition assessment of the existing pipeline; b) pipeline rehabilitation planning. — information on and requirements for operational activities: c) project specification; d) applications of techniques; e) documentation of the design and application process. Definitions and classification of families of renovation and trenchless replacement techniques are provided, and their respective features described. Areas of application covered include underground drainage and sewerage networks and underground water and gas supply networks. The following aspects are not covered by the scope of this document: — new construction provided as network extensions; — calculation methods to determine, for each viable technique, the characteristics of lining or replacement pipe material needed to secure the desired performance of the rehabilitated pipeline; — techniques providing non-structural pressure pipe liners; — techniques for local repair. It is the responsibility of the designer to choose and design the renovation or trenchless replacement pipeline system.

Plastics piping systems used for the rehabilitation of pipelines - Classification and overview of strategic, tactical and operational activities (ISO 11295:2022)

ASTM F2536-17(2022) 从地面板上悬挂的塑料DWV管道安装的标准指南

1.1 This guide provides procedures for the installation of DWV piping in buildings that are built where soil conditions require the use of pier or piling supported grade beam construction or in filled ground where the soil compaction is less than 95 %. These procedures are intended to ensure that the DWV piping suspended from the on grade concrete slabs is not damaged or destroyed by movement of the soil or fill under the slab after the building is completed and occupied. 1.2 In this type of construction, the area within the grade beams is filled with soil up to a level that allows the concrete slab to be poured directly on the fill without a supporting form. In this process the sanitary waste piping is installed by trenching into the fill, and then putting hangers with support rods on the pipes as they are installed. The hanger rods extending upward must be long enough so that the top of the rod will be embedded in and anchored in the concrete. 1.3 The hanger rods are intended to provide adequate strength and corrosion resistance to assure long term service. 1.4 The details of installation are intended to ensure that the rods remain vertical, that they extend into the concrete an adequate amount and that the upper ends are terminated so that they have adequate “pull out” strength. 1.5 The details of backfill are intended to limit or minimize the loads on the a suspended piping. These loads result from consolidation or movement of the soil/fill beneath the slab. 1.6 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard. 1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.8 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Guide for Installing Plastic DWV Piping Suspended from On-Grade Slabs

ASTM F2805-16(2022) 多层热塑性和柔性钢管及连接件的标准规范

1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, markings for factory manufactured multilayer flexible steel pipe with thermoplastic inner and outer layers and end connections (Fig. 1). It covers nominal sizes 2 in. through 8 in. (50 mm through 200 mm). Flexible steel pipes are multilayered pipe products manufactured in long continuous lengths and reeled for storage, transport and installation. The multilayer thermoplastic and flexible steel pipe governed by this standard are intended for use for the transport of crude oil, natural gas, hazardous chemicals, industrial chemicals and water.2 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for Multilayer Thermoplastic And Flexible Steel Pipe And Connections

ISO 11295:2022 管道修复用塑料管道系统.战略、战术和操作活动的分类和概述

This document specifies the steps of the overall process of pipeline rehabilitation, comprising: — information on strategic and tactical activities: a) investigation and condition assessment of the existing pipeline; b) pipeline rehabilitation planning. — information on and requirements for operational activities: c) project specification; d) applications of techniques; e) documentation of the design and application process. Definitions and classification of families of renovation and trenchless replacement techniques are provided, and their respective features described. Areas of application covered include underground drainage and sewerage networks and underground water and gas supply networks. The following aspects are not covered by the scope of this document: — new construction provided as network extensions; — calculation methods to determine, for each viable technique, the characteristics of lining or replacement pipe material needed to secure the desired performance of the rehabilitated pipeline; — techniques providing non-structural pressure pipe liners; — techniques for local repair. It is the responsibility of the designer to choose and design the renovation or trenchless replacement pipeline system.

Plastics piping systems used for the rehabilitation of pipelines — Classification and overview of strategic, tactical and operational activities

DIN EN ISO 15877-3:2022 冷热水装置用塑料管道系统 氯化聚（氯乙烯）（PVC-C） 第3部分：配件（ISO 15877-3:2009 + Amd 1:2010 + Amd 2:2021）

This document is applicable to fittings for chlorinated poly(vinyl chloride) (PVC-C) piping systems intended to be used for hot and cold water installations within buildings for the conveyance of water, whether or not intended for human consumption (domestic systems), and for hea

Plastics piping systems for hot and cold water installations - Chlorinated poly(vinyl chloride) (PVC-C) - Part 3: Fittings (ISO 15877-3:2009 + Amd 1:2010 + Amd 2:2021); German and English version EN ISO 15877-3:2009 + A1:2010 + A2:2021

T/ZZXJX 103-2021 埋地排污用聚乙烯-聚氯乙烯（MPVE）共混双壁波纹管道应用技术标准

前  言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 材料　   4.1 一般规定　   4.2 材料要求　   4.3 管材　   4.4 管道连接材料　 5 管材、橡胶圈等的运输及贮存　 6 管道设计　 6.1 一般规定　   6.2 管道布置　   6.3 水力计算　   6.4 荷载计算　   6.5 正常使用极限状态计算　   6.6 承载能力计算　   6.7 管道的稳定计算　   6.8 地基处理　   6.9 回填设计　 7 管道施工　   7.1 一般规定　   7.2 沟槽开挖　   7.3 管道基础　   7.4 管道安装　   7.5 管道修补　   7.6 管道与检查井连接　   7.7 回填　 8 质量检验　   8.1 一般规定　   8.2 管道密闭性检验　   8.3 管道变形检验　   8.4 沟槽回填土密实度检验　 9 标志、运输和储存　   9.1 标志　   9.2 运输　   9.3 储存　 10 管道验收　 11 管道管理及维护　

Technical standards for the application of polyethylene-polyvinyl chloride (MPVE) blended double-wall corrugated pipes for buried sewage