23.040.50 其他材料的管和配件 标准查询与下载

GB/T 17185-1997 钢制法兰管件

本标准规定了公称压力PN为2.0、5.0、11.0、15.0及26.0MPa的碳钢、合金钢和奥氏体不锈钢制 标准型法兰管件（包括弯头、三通、四通、斜三通及异径接头）的尺寸、公差、技术要求、检验和标志。

Steel pipe fittings for flanged joint

GSO ASTM C990:2024 使用预制柔性接头密封剂的混凝土管道、人孔和预制箱形截面接头的标准规范

This specification covers joints for precast concrete pipe and box and other sections using preformed flexible joint sealants for use in storm sewers and culverts which are not intended to operate under internal pressure, or are not subject to infiltration or exfiltration limits. Joint material used in horizontal applications is intended to prevent the flow of solids through the joint. The acceptability of the pipe joint and sealant shall be determined by the results of the physical tests prescribed. Bitumen sealants shall be produced from asphalts, hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents. Butyl rubber sealants shall be produced from blends of butyl rubber and refined hydrocarbon resins and plasticizing compounds reinforced with inert mineral filler and shall contain no solvents. The joint design shall consist of a bell or groove on one end of the section and a spigot or tongue on the adjacent end of the joining section. The different test methods for the determination of the composition and physical properties of bitumen or butyl sealants are presented in details. The sections shall be tested hydrostatically in vertical alignment and a sufficient number of sections shall be assembled in straight alignment.

Standard Specification for Joints for Concrete Pipe, Manholes, and Precast Box Sections Using Preformed Flexible Joint Sealants

T/CASEI 033-2024 在役燃气管道检验与安全评估

本文件规定了在役燃气管道检验与安全评估工作的主要流程、内容及要求。本文件主要适用未按法规要求开展安装（含重大修理、改造）监督检验的燃气压力管道（GB1级）。燃气管道中的室外非压力管道可参照执行。

Inspection and security evaluation of gaspiping in service

ASTM C1765-24 钢纤维混凝土涵洞、雨水排水管和下水道管道标准规范

Standard Specification for Steel Fiber Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe

ASTM C1924-24 埋地预制混凝土低水头压力管设计的标准实施规程

Standard Practice for Design of Buried Precast Concrete Low-Head Pressure Pipe

ASTM C1903-24 预制混凝土管道组的标准规范

Standard Specification for Precast Concrete Duct Bank

ASTM C1840/C1840M-24 已安装的钢筋混凝土涵洞、雨水排水管和雨水管的检查和验收标准实施规程

Standard Practice for Inspection and Acceptance of Installed Reinforced Concrete Culvert, Storm Drain, and Storm Sewer Pipe

ASTM C1885-23 顶管用圆形预制混凝土涵洞、雨水沟和污水管

Standard Specification for Circular Precast Concrete Culvert, Storm Drain, and Sewer Pipe for Pipe Jacking

T/SHTIA 003-2023 BFDR 玄武岩纤维双层增强复合管

1、术语和定义 考虑到行业内一般叫法及本文件涉及的材料及相关术语、符号，本部分对玄武岩纤维、聚乙烯、钢带、连接件、内径、外径、壁厚、螺距、公称环刚度、环柔性、冲击性能、蠕变比率、管材层压壁（缝）的拉伸性能、热变形温度、热稳定性等术语作了定义，对后文中使用的“de”、“di”、“e”、“P”、“L”、“DN”、“SN”等符号做了引用列示。 2、主要原材料 玄武岩纤维（对于生产管材所用玄武岩纤维，规定了材料依据的标准，以及列示了主要的物性指标要求及测试方法）、聚乙烯PE树脂（对于生产管材所用玄武岩纤维，规定了材料依据的标准，以及列示了主要的物性指标要求及测试方法）、钢带（考虑到环刚度的主要贡献组分，本标准规定了钢带的力学性能要求、生产标准依据及测试方法）、回用料（为了降低碳排放，提高碳循环效率，在保证产品质量稳定性的原则下，规定了本企业同种管材生产时产生的清洁回用料，质量添加占比上限值）、密封材料（本标准的附录中，明确了密封圈所用材料的物性要求与检测标准，并对尺寸及功能性给出了规范性描述）。 3、分类及标记 标准工作组梳理了管材参考的标准中，结构、环刚度等级及对应的产品标记方法，并制定出本标准所涉及各分类的产品命名规则。 4、管材要求 标准工作组梳理了当前标准中，管材执行标准存在的缺陷、不足及其他问题，结合会员企业当前技术水平与未来发展趋势，对管材在颜色、外观、规格尺寸、物理及力学性能、系统适应性等方面，做出调整与提升，并增加了检测项目及测试标准。 5、试验方法 标准工作组梳理了参考标准中的试验方法，并针对本次团体标准中涉及的管材要求，规范性描述了试样状态调节和试验环境、颜色和外观检查、尺寸测量、物理力学性能试验等部分，规定了取样方式、环境要求、方法与标准依据等。 6、检验规则 标准工作组梳理了管道在产品定型、实际生产、出厂检验、重大工程变更过程中，涉及到的检验规则部分，从合格证、组批、尺寸分组、出厂检验，型式检验、判定规则等方面，给予完善与提升性规定。 7、标志、运输与贮存 标准工作组梳理了管道产品在出厂时的标准、运输过程的要求、储存过程中的要求等方面之后，给予指导性规定。 8、附录 标准工作组梳理技术文件后，在标准的附录部分，给与资料性与规范性补充说明，包括管材连接方式的示意与说明、密封试验的检测方法与规定、剥离强度测定方法、粘接树脂耐水浸泡性能的试验方法以及承插式密封圈的规范要求，进而使本标准更加完整、完善、科学化、可执行化、可推广应用。

Basalt Fiber Double-layer Reinforced Composite Pipe

T/SHTIA 002-2023 双层增强改性聚烯烃DRPO-M钢塑复合管

（一）术语和定义 考虑到行业内一般叫法及本文件涉及的材料及相关术语、符号，本部分对玄武岩纤维、聚乙烯、钢带、连接件、平均内径、壁厚、螺距、公称环刚度、环柔性、冲击性能、蠕变比率、管材层压壁的拉伸性能、热变形温度、热稳定性等术语作了定义，对后文中使用的“dim”、“di”、“e”、“P”、“L”、“DN/IN”、“SN”等符号做了引用列示。 （二）主要原材料 1、玄武岩纤维     对于生产管材所用玄武岩纤维，规定了材料依据的标准，以及列示了主要的物性指标要求及测试方法。 2、聚乙烯（PE）树脂     根据材料及制品的使用要求，规定了聚乙烯（PE）树脂的主要物性要求、测试方法及测试标准。 3、钢带 考虑到环刚度的主要贡献组分，本标准规定了钢带的力学性能要求、生产标准依据及测试方法。 4、回用料 为了降低碳排放，提高碳循环效率，在保证产品质量稳定性的原则下，规定了本企业同种管材生产时产生的清洁回用料，质量添加占比上限值。 5、密封材料 本标准的附录中，明确了密封圈所用材料的物性要求与检测标准，并对尺寸及功能性给出了规范性描述。 （三）分类及标记 标准工作组梳理了管材参考的标准中，结构、环刚度等级及对应的产品标记方法，并制定出本标准所涉及各分类的产品命名规则。 （四）管材要求     标准工作组梳理了当前标准中，管材执行标准存在的缺陷、不足及其他问题，结合会员企业当前技术水平与未来发展趋势，对管材在颜色、外观、规格尺寸、物理及力学性能、系统适应性等方面，做出调整与提升，并增加了检测项目及测试标准。 （五）试验方法     标准工作组梳理了参考标准中的试验方法，并针对本次团体标准中涉及的管材要求，规范性描述了试样状态调节和试验环境、颜色和外观检查、尺寸测量、物理力学性能试验等部分，规定了取样方式、环境要求、方法与标准依据等。 （六）检验规则     标准工作组梳理了管道在产品定型、实际生产、出厂检验、重大工程变更过程中，涉及到的检验规则部分，从合格证、组批、尺寸分组、出厂检验，型式检验、判定规则等方面，给予完善与提升性规定。 （七）标志、运输和贮存     标准工作组梳理了管道产品在出厂时的标准、运输过程的要求、储存过程中的要求等方面之后，给予指导性规定。 （八）附录     标准工作组梳理技术文件后，在标准的附录部分，给与资料性与规范性补充说明，包括密封试验的检测方法与规定、粘接树脂耐水浸泡性能的试验方法以及承插式密封圈的规范要求，进而使本标准更加完整、完善、科学化、可执行化、可推广应用。

Double-layer Reinforced Modified Polyolefin DRPO-M Steel-Plastic Composite Pipe

T/SHTIA 001-2023 BFDR玄武岩纤维双层增强复合管

1、术语和定义 考虑到行业内一般叫法及本文件涉及的材料及相关术语、符号，本部分对玄武岩纤维、聚乙烯、钢带、连接件、内径、外径、壁厚、螺距、公称环刚度、环柔性、冲击性能、蠕变比率、管材层压壁（缝）的拉伸性能、热变形温度、热稳定性等术语作了定义，对后文中使用的“de”、“di”、“e”、“P”、“L”、“DN”、“SN”等符号做了引用列示。 2、主要原材料 玄武岩纤维（对于生产管材所用玄武岩纤维，规定了材料依据的标准，以及列示了主要的物性指标要求及测试方法）、聚乙烯PE树脂（对于生产管材所用玄武岩纤维，规定了材料依据的标准，以及列示了主要的物性指标要求及测试方法）、钢带（考虑到环刚度的主要贡献组分，本标准规定了钢带的力学性能要求、生产标准依据及测试方法）、回用料（为了降低碳排放，提高碳循环效率，在保证产品质量稳定性的原则下，规定了本企业同种管材生产时产生的清洁回用料，质量添加占比上限值）、密封材料（本标准的附录中，明确了密封圈所用材料的物性要求与检测标准，并对尺寸及功能性给出了规范性描述）。 3、分类及标记 标准工作组梳理了管材参考的标准中，结构、环刚度等级及对应的产品标记方法，并制定出本标准所涉及各分类的产品命名规则。 4、管材要求 标准工作组梳理了当前标准中，管材执行标准存在的缺陷、不足及其他问题，结合会员企业当前技术水平与未来发展趋势，对管材在颜色、外观、规格尺寸、物理及力学性能、系统适应性等方面，做出调整与提升，并增加了检测项目及测试标准。 5、实验方法 标准工作组梳理了参考标准中的试验方法，并针对本次团体标准中涉及的管材要求，规范性描述了试样状态调节和试验环境、颜色和外观检查、尺寸测量、物理力学性能试验等部分，规定了取样方式、环境要求、方法与标准依据等。 6、检验规则 标准工作组梳理了管道在产品定型、实际生产、出厂检验、重大工程变更过程中，涉及到的检验规则部分，从合格证、组批、尺寸分组、出厂检验，型式检验、判定规则等方面，给予完善与提升性规定。 7、标志、运输与贮存 标准工作组梳理了管道产品在出厂时的标准、运输过程的要求、储存过程中的要求等方面之后，给予指导性规定。 8、附录 标准工作组梳理技术文件后，在标准的附录部分，给与资料性与规范性补充说明，包括管材连接方式的示意与说明、密封试验的检测方法与规定、剥离强度测定方法、粘接树脂耐水浸泡性能的试验方法以及承插式密封圈的规范要求，进而使本标准更加完整、完善、科学化、可执行化、可推广应用。

BFDR basalt fiber double layer reinforced composite pipe

T/NXJX 037-2022 在役聚乙烯（PE）燃气管道定期检验规则

本文件规定了在役聚乙烯(PE)燃气管道（以下简称为管道）定期检验的检验要求、检验周期、检验项目、耐压试验、综合评级、检验报告、问题处理。 本文件适用于工作温度为-20℃～40℃，工作压力为0.1MPa～0.8MPa，工程直径为50mm～630mm范围内,输送介质为天然气、人工煤气或液化石油气的在役聚乙烯管道定期检验。

Rules for periodic inspection of polyethylene (PE) gas pipeline in use

ASTM C1208/C1208M-18(2022) 微型隧道、滑动、爆管和隧道用陶土管和接头

1.1 This specification establishes the criteria for the manufacture, quality assurance testing, inspection, installation, field acceptance testing, and product marking of vitrified clay jacking pipe to be used in microtunneling, the pilot tube method, sliplining, pipe bursting, and in casings and tunnels for the conveyance of sewage, industrial wastes, and storm water. 1.1.1 Sections 3 through 7 and 9 of this specification contain manufacturing, quality assurance testing, inspection, and product marking criteria which are applicable to vitrified clay pipe prior to installation. 1.1.2 Section 8 of this specification contains criteria for the installation and field acceptance testing of vitrified clay pipe. 1.2 This specification also covers materials and test requirements for jointing of the pipe. 1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.4 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 Vitrified Clay Pipe and Joints for Use in Microtunneling, Sliplining, Pipe Bursting, and Tunnels

ASTM C1675-22 涵洞、雨水道和下水道用预制钢筋混凝土整体箱形截面的安装

1.1 This practice covers the installation of precast reinforced concrete box sections cast monolithically and intended to be used for the conveyance of storm water, industrial wastes and sewage, and for passageways. 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 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 Installation of Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers

ASTM C1103-22 已安装的预制混凝土污水管道的联合验收试验

1.1 This practice covers procedures for testing the joints of installed precast concrete pipe sewer lines, when using either air or water under low pressure to demonstrate the integrity of the joint and the construction procedures. This practice is used for testing precast concrete sewer lines utilizing rubber gasket sealed joints. NOTE 1—The user of this practice is advised that methods described herein may also be used as a preliminary test to enable the manufacturer or installer to demonstrate the condition of sewer pipe prior to delivery. 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. NOTE 2—The owner shall specify the following: who will conduct, observe, and furnish labor, material, and measuring devices and pay for the tests; who is responsible for determining local ground conditions; and whether an air or water test is to be used. NOTE 3—The user of this practice is advised that test criteria presented in this practice are similar to those in general use. Pipe shall be accepted by infiltration or exfiltration testing utilizing Practice C969 (C969M). NOTE 4—Test times tabulated and the rate of air loss in this practice are based on successful testing of installed pipelines. However, since air and water have different physical properties, retests of some pipelines not meeting field air tests have been successful when tested with water. 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. Specific precautions are given in Section 6. 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 Joint Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines

ASTM C506-22a 钢筋混凝土拱形涵洞、雨水道和污水管（米制）

1.1 This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. 1.2 This specification is the inch-pound companion to C506M; therefore, no SI equivalents are presented in the specification. Reinforced concrete pipe that conform to the requirements of C506M are acceptable under this Specification C506 unless prohibited by the owner. NOTE 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site. 1.3 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 Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe

ASTM C506M-22a 钢筋混凝土拱形涵洞、雨水道和污水管（米制）

1.1 This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. 1.2 This specification is the SI companion to Specification C506; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of Specification C506 are acceptable under this Specification C506M unless prohibited by the owner. NOTE 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site. 1.3 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 Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)

ASTM C506M-22 钢筋混凝土拱形涵洞、雨水道和污水管（米制）

Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)

ASTM C361-22 米制的钢筋混凝土低水头压力管

1.1 This specification covers reinforced concrete pipe intended to be used for the construction of pressure pipelines with low internal hydrostatic heads generally not exceeding 125 ft. 1.2 This specification is the inch-pound companion to Specification C361; therefore, no SI equivalents are presented in the specification. NOTE 1—Field tests on completed portions of the pipeline are not covered by this specification for the manufacture of the pipe but should be included in specifications for pipe laying. 1.3 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 Reinforced Concrete Low-Head Pressure Pipe

ASTM C301-18(2022) 陶化粘土管的标准试验方法

1.1 These test methods cover the equipment for, and the techniques of, testing vitrified clay pipe prior to installation. Tests using whole pipe determines the resistance to crushing and hydrostatic forces. Tests using pipe fragments measure the amount of water absorption of the pipe body and the quantity of acid-soluble material that may be extracted from it. NOTE 1—The following standards also apply to clay pipe and can be referenced for further information: Practice C12 and Test Method C828; Specifications C425 and C700. 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 Test Methods for Vitrified Clay Pipe