93.030 外部污水排放系统 标准查询与下载

ASTM D6783-05a(2017) 聚合物混凝土管标准规范

1.1 This specification covers polymer concrete pipe, 6 in. (150 mm) through 144 in. (3 660 mm), intended for use in gravity-flow systems for conveying sanitary sewage, storm water, and industrial wastes. 1.2 Although this specification is suited primarily for pipe to be installed by direct burial and pipe jacking, it may be used to the extent applicable for other installations such as sliplining and rehabilitation of existing pipelines. NOTE 1—Unlike reinforced thermosetting resin pipes, polymer concrete pipe is designed and installed using rigid pipe design theory and practices. 1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. 1.4 The following safety hazards caveat pertains only to the test methods portion, Section 8, 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. NOTE 2—There is no known ISO equivalent to this standard. 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 Polymer Concrete Pipe

ASTM C1628-17 使用橡胶垫圈的混凝土重力排水管接头的标准规格

1.1 This specification covers flexible leak resistant joints for concrete gravity flow sewer pipe using rubber gaskets for sealing the joints, where measurable or defined infiltration or exfiltration is a factor of the design. The specification covers the design of joints and the requirements for rubber gaskets to be used therewith, for pipe conforming in all other respects to Specifications C14, C76, C655, C985, and C1417, provided that, if there is conflict in permissible variations in dimension, the requirements of this specification shall govern for joints. Note 1: Infiltration or exfiltration quantities for an installed pipeline are dependent upon many factors other than the joints, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system. This specification covers the design, material, and performance of the rubber gasket joint only. Joints covered by this specification are for hydrostatic pressures up to 13 psi without leakage, when plant tested in accordance with Section 10. 1.2 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Specification for Joints for Concrete Gravity Flow Sewer Pipe, Using Rubber Gaskets

ASTM A1105-17 波纹钢人孔组件的标准规格

1.1 This specification covers the manufacture and purchase requirements of products used for assembly and construction of circular reinforced corrugated steel manholes used in sewer and water works. Products covered by this specification are not normally used for the conveyance of sanitary or industrial wastes. The steel sheet used in fabrication of the manhole structures has a protective metallic coating of zinc (galvanizing), aluminum, 55 % aluminum-zinc alloy, or zinc-58201;% aluminum-mischmetal alloy, or a polymer pre-coating. 1.2 Part I, Sections 1 through 11, of this specification presents general requirements and requirements that are common to each corrugated steel product in the sections outlined in 1.3. 1.3 Part II of this specification presents specific requirements for each manhole product in the following section: Product Section Grade Rings 12 Manhole Structures 13 Base Section 14 Steps and Ladders 15 1.4 Steel sheet with zinc, aluminized or polymeric coating may be specified for the fabrication of the manhole structures. Manhole structures made from sheets with composite coatings are always furnished with an approved coating. Note 1: Pipe fabricated with polymeric coated sheet may be used for sanitary sewers and industrial applications. Note 2: This specification is a manufacturing specification and purchase specification only and does not include requirements for backfill, or the relationship between field load conditions. 1.5 This inter

Standard Specification for Corrugated Steel Manhole Assemblies

DIN EN 13598-2:2016 无压力地下排水和排污用塑料管道系统.非增塑聚氯乙烯(PVC-U)、聚丙烯(PP)和聚乙烯(PE).第2部分:检修孔和检查室用规范

Plastics piping systems for non-pressure underground drainage and sewerage - Unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) - Part 2: Specifications for manholes and inspection chambers; German version EN 13598-2:2016

ASTM F2551-09(2016) 在卫生下水道人孔中安装保护性水泥衬管系统的标准做法

1.1 This specification describes all the work required to structurally reinforce, seal, and protect sanitary sewer manholes. Applications include applying a prepackaged cementitious liner that can function as a full depth restoration or a partial depth repair. A uniform high-strength, fiber-reinforced cementitious mortar should be manually sprayed and hand troweled or centrifugally cast in a uniform, prescribed thickness to all cleaned, interior surfaces from the bottom of the frame to the bench. The cementitious liner may be applied to manholes constructed of brick, concrete, block, and various other materials. 1.2 A manufacturer’s approved applicator shall furnish the complete application of the protective, prepackaged cementitious liner material. All of the cleaning, preparation, and application procedures shall be in accordance with the manufacturer’s recommendations. 1.3 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 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 and health practices and determine the applicability of regulatory limitations prior to use. Manholes are permit required confined spaces in accordance with OSHA definition and should be treated as such, requiring confined space entry permits, appropriate monitoring equipment, and the associated personal protective equipment.

Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes

ASTM F2561-16 采用一件式主体和横向现场固化衬垫修复污水处理服务横向管道和其与主管道的连接件的标准实施规程

4.1 This practice is for use by designers and specifiers, regulatory agencies, owners, and inspection organizations who are involved in the rehabilitation of sewer service laterals and its connection to the main through the use of a resin-impregnated tube installed within an existing sewer lateral. As for any practice, modifications may be required for specific job conditions. 1.1 This practice covers requirements and test methods for the reconstruction of a sewer service lateral pipe having an inner diameter of 3 to 12 in. (7.6 to 30.5 cm) and its connection to the main pipe having an inner diameter of 6 to 24 in. (15.2 to 61.0 cm) without excavation. The lateral pipe is accessed remotely from the main pipe and from a lateral cleanout. This will be accomplished by the installation of a resin impregnated one-piece main and lateral cured-in-place lining (MLCIPL) by means of air or water inflation and inversion. The MLCIPL is pressed against the host pipe by pressurizing a bladder and is held in place until the thermoset resins have cured. When cured, the MLCIPL shall be a continuous, one piece, tight fitting, corrosion resistant lining extending over a predetermined length of the lateral pipe and the adjacent section of the main pipe, providing a verifiable non-leaking structural connection and seal. 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 There is no similar or equivalent ISO 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 and health practices and determine the applicability of regulatory limitations prior to use. Particular attention is drawn to those safety regulations and requirements involving entering into and working in confined spaces.

Standard Practice for Rehabilitation of a Sewer Service Lateral and Its Connection to the Main Using a One Piece Main and Lateral Cured-in-Place Liner

DB11/T 1277-2015 排水管道功能等级评定

Functional grade assessment of drainage pipes

DIN EN 1610:2015 下水管道的铺设和检验;德文版本EN 1610-2015

Construction and testing of drains and sewers; German version EN 1610:2015

EN 1610:2015 排水管和污水管的结构和试验

This European Standard is applicable to the construction and related testing of drains and sewers usually buried in the ground and usually operating under gravity but up to 0,5 kPa when surcharged. The construction of pipelines operating under pressure is covered by this European Standard together with EN 805 as appropriate (e. g. for testing). This European Standard is applicable to drains and sewers installed in trenches, under embankments or above ground. For trenchless construction EN 12889 applies. Additionally, other local or national regulations may apply, e. g. concerning health and safety, pavement reinstatement and requirements for tightness testing. NOTE Further information is given by reference to national documents listed in Annex D.

Construction and testing of drains and sewers

ASTM F2562/F2562M-15 无压排水和污水处理用钢加固热塑加肋管和配件规格

1.1 This specification covers requirements and test methods for materials, dimensions, workmanship, impact resistance, pipe stiffness, flattening, buckling, tensile strength of seam, joint systems, perforations, and markings for steel reinforced thermoplastic pipe and fittings of nominal sizes 8 in. [200 mm] through 120 in. [3000 mm]. The steel reinforced, spirally formed thermoplastic pipes governed by this standard are intended for use in underground applications where soil provides support for their flexible walls. These pipes will be used for gravity flow and non-pressure applications, such as storm sewers, sanitary sewers, industrial waste applications and drainage pipes. 1.2 Units—The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text the SI units are shown in brackets. 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. 1.3 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 and health practices and determine the applicability of regulatory limitations prior to use. 1.4 There is no similar or equivalent ISO standard.

Specification for Steel Reinforced Thermoplastic Ribbed Pipe and Fittings for Non-Pressure Drainage and Sewerage

ASTM D5926-15 排水管, 排废水和排气管 (DWV), 下水沟, 卫生设施和暴雨管道系统用聚氯乙烯 (PVC) 垫圈的标准规格

1.1 This specification describes material and physical requirements for nonrigid poly (vinyl chloride) (PVC) preformed molded and spliced gaskets used in mechanical couplings. These couplings are used in gravity flow drain, waste, and vent (DWV), sewer, sanitary, and storm plumbing systems. They include couplings to join similar and dissimilar piping sizes and piping material. 1.2 It is acceptable to use recycled materials in this product in accordance with the requirements in Section 4. 1.3 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 1: There is no known ISO equivalent to this standard. 1.4 The following safety hazards caveat pertains only to the test method 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Specification for Poly (Vinyl Chloride) (PVC) Gaskets for Drain, Waste, and Vent (DWV), Sewer, Sanitary, and Storm Plumbing Systems

ASTM D7082-15 排水管端壁聚乙烯结构模板系统的标准规格

1.1 This specification addresses the requirements for polyethylene stay in place forms for end walls or head walls for use with standard storm drainage systems. 1.2 The wall form system consists of a base wall form, a cap, an optional riser to adjust the height of the wall above the pipe, and an optional adaptor to adjust the pipe opening to accommodate smaller pipe sizes. 1.3 The form system is manufactured using the rotational molding process and is available in different colors. 1.4 The values stated in SI units are to be regarded as the standard, the inch-pounds in parentheses are given for information only. 1.5 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 and health practices and determine the applicability of regulatory requirements prior to use. Note 1: There is no known ISO equivalent to this standard.

Standard Specification for Polyethylene Stay In Place Form System for End Walls for Drainage Pipe

LST EN 14654-1-2014 建筑物外排水沟和下水道系统清洁工作的管理和控制. 第1部分: 清洁

Management and control of operational activities in drain and sewer systems outside buildings - Part 1: Cleaning

DIN EN 14654-1:2014 建筑物外排水沟和下水道系统清洁工作的管理和控制. 第1部分: 清洁; 德文版本EN 14654-1-2014

Management and control of operational activities in drain and sewer systems outside buildings - Part 1: Cleaning; German version EN 14654-1:2014

JIS A 7511:2014 改造污水网用塑料管道系统

Plastics piping systems for renovation of sewerage networks

NF P16-158-1:2014 建筑物外排水沟和下水道系统清洁工作的管理和控制. 第1部分: 清洁

Management and control of operational activities in drain and sewer systems outside buildings - Part 1 : cleaning

BS EN 14654-1:2014 建筑物外排水沟和下水道系统清洁工作的管理和控制. 清洁

Management and control of operational activities in drain and sewer systems outside buildings. Cleaning

EN 14654-1:2014 排水沟和下水道清洁工作的管理和控制.第1部分:下水道清洁

This European Standard establishes the general principles for the management and control of operational activities in drain and sewer systems outside buildings and specifies requirements for development and implementation of work programmes, and the selection of techniques. This European Standard covers the management and control of cleaning. It is applicable to drain and sewer systems, which operate essentially under gravity, from the point where wastewater leaves a building, roof drainage system, or paved area, to the point where it is discharged into a treatment works or receiving water body. Drains and sewers below buildings are included provided that they do not form part of the drainage system of the building.

Management and control of operational activities in drain and sewer systems outside buildings - Part 1: Cleaning

14/30297456 DC BS EN 15013 塑料管道系统 埋在地下的非压力排水和污水管道部件 管道和配件的要求和测试/评估方法

BS EN 15013. Plastics piping systems. Non-pressure drainage and sewerage piping components buried in ground. Requirements and test/assessment methods for pipes and fittings

DIN CEN/TR 16626:2014 下水道和污水道用陶土管系统.第三方认证程序导则.德文版本CEN/TR 16626-2014

Vitrified clay pipe systems for drains and sewers - Guidance for voluntary third-party certification procedures; German version CEN/TR 16626:2014