93.030 外部污水排放系统 标准查询与下载

BS PD CEN/TR 14920:2005 排水和排污管道的抗喷射能力.移动喷射试验法

This document specifies a test method for the resistance to high pressure clean water jetting of pipes, fittings and joints used for drains and sewers. This test method is also applicable to components for renovation and replacement of drains and sewers.

Jetting resistance of drain and sewer pipes-Moving jet test method

ASTM F2462-05 光纤系统下水道运行维护的标准做法

This is intended to outline O&M issues that require discussion and mutual agreement by both the optical fiber cable owner and sewer pipeline operator. The purpose is developing sufficient written procedures and practices to allow optical fiber systems to coexist as a secondary use within a sewer. To the extent that sewers are primarily for conveying flow, it is the responsibility of the optical fiber cable owner to accommodate sewer O&M practices and develop optical fiber system O&M procedures that will not material impact the sewer’s primary function. Since the practice of integrating sewers and optical fiber systems is an emerging activity, this practice will help establish guidelines for its rapid and safe deployment, ensuring that the installed facilities are operable as intended on a long-term basis.1.1 This practice applies to the operation and maintenance of sewers with a subsequent installation of optical fiber cable per Practice F 2303.1.2 This practice applies to gravity flow storm sewers, sanitary sewers, and combined sewers.1.3 This practice does not apply to force mains, siphons or other pressurized sewers.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 Practice for Operation and Maintenance of Sewers with Optical Fiber Systems

EN 13566-2:2005 地下非压力排水排污网翻新用塑料管道系统.第2部分:连续管加衬

This Part 2 of EN 13566, read in conjunction with Part 1, specifies requirements and test methods for pipes and fittings which are part of plastics piping systems installed as continuous pipes in the renovation of nonpressure drainage and sewerage networks. It covers; homogeneous-wall (HW) pipes made of polyethylene (PE) or polypropylene (PP), structured-wall (SW) pipes of the corrugated double-wall type of construction as defined in Annex B,,whose structural layer(s) is (are) made of PE or PP, jointing of pipe lengths by means of butt fusion (HW) 1) or electrofusion (SW), fabricated and injection-moulded fittings made of PE, PP and poly(vinyl chloride) (PV

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks - Part 2: Lining with continuous pipes

ASTM F2454-05(2010) 用化学灌浆的侧向灌浆机法密封测量连接件和主要排污系统管线的标准实施规程

The inspection, testing, and repair of lateral connections for sanitary sewers are regular practice necessary for the maintenance and optimal performance of the system. It is important to identify methods that use the most current compounds and technology to ensure the reduction of infiltration and exfiltration. It is important to minimize disruption to traffic and lessen the environmental impacts for both the municipal and private owners. This practice serves as a means to inspect, test, and seal sewer lateral connections and a predetermined portion of the lateral lines from the mainline sewer, having selected the appropriate chemical grouts using the lateral packer method. Television (or optical) inspection and sewer lateral connection testing are used to assess the condition and document any repairs. This practice should not be used where mainline and lateral connections are found with longitudinally cracked pipe, structurally unsound pipe, or flattened or out of round pipe.1.1 This practice covers the procedures for testing and sealing sewer lateral connections and lateral lines from the mainline sewer with appropriate chemical grouts using the lateral packer method. Chemical grouting is used to stop infiltration of ground water and exfiltration of sewage in gravity flow sewer systems that are structurally sound. 1.2 This practice applies to mainline sewer diameters of 6 to 24 in. with 4, 5, or 6 in. diameter laterals. Larger diameter pipes with lateral connections and lines can be grouted with special packers or man-entry methods. The mainline and lateral pipes must be structurally adequate to create an effective seal. 1.3 Worker safety training should include reviewing the biohazards and gases from sewage, confined spaces, pumping equipment, and related apparatus. Additional safety considerations including proper handling, mixing, and transporting of chemical grouts should be provided by the chemical grout manufacturer or supplier, or both. Their safe operating practices and procedures should describe in detail appropriate personal protective equipment (PPE) for the various grouting operations. Operations covered should include the proper storage, transportation, mixing, and disposal of chemical grouts, additives, and their associated containers. 1.4 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. 1.5 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 to determine the applicability of regulatory limitations prior to use.

Standard Practice for Sealing Lateral Connections and lines from the mainline Sewer Systems by the Lateral Packer Method, Using Chemical Grouting

ASTM F2454-05(2016)e1 使用化学灌浆通过侧向封隔器方法对主要排污系统的侧向连接和线路进行密封的标准实施规程

3.1 The inspection, testing, and repair of lateral connections for sanitary sewers are regular practice necessary for the maintenance and optimal performance of the system. It is important to identify methods that use the most current compounds and technology to ensure the reduction of infiltration and exfiltration. It is important to minimize disruption to traffic and lessen the environmental impacts for both the municipal and private owners. 3.2 This practice serves as a means to inspect, test, and seal sewer lateral connections and a predetermined portion of the lateral lines from the mainline sewer, having selected the appropriate chemical grouts using the lateral packer method. Television (or optical) inspection and sewer lateral connection testing are used to assess the condition and document any repairs. 3.3 This practice should not be used where mainline and lateral connections are found with longitudinally cracked pipe, structurally unsound pipe, or flattened or out of round pipe. 1.1 This practice covers the procedures for testing and sealing sewer lateral connections and lateral lines from the mainline sewer with appropriate chemical grouts using the lateral packer method. Chemical grouting is used to stop infiltration of ground water and exfiltration of sewage in gravity flow sewer systems that are structurally sound. 1.2 This practice applies to mainline sewer diameters of 6 to 24 in. with 4, 5, or 6 in. diameter laterals. Larger diameter pipes with lateral connections and lines can be grouted with special packers or man-entry methods. The mainline and lateral pipes must be structurally adequate to create an effective seal. 1.3 Worker safety training should include reviewing the biohazards and gases from sewage, confined spaces, pumping equipment, and related apparatus. Additional safety considerations including proper handling, mixing, and transporting of chemical grouts should be provided by the chemical grout manufacturer or supplier, or both. Their safe operating practices and procedures should describe in detail appropriate personal protective equipment (PPE) for the various grouting operations. Operations covered should include the proper storage, transportation, mixing, and disposal of chemical grouts, additives, and their associated containers. 1.4 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. 1.5 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 to determine the applicability of regulatory limitations prior to use.

Standard Practice for Sealing Lateral Connections and lines from the mainline Sewer Systems by the Lateral Packer Method, Using Chemical Grouting

ASTM F2462-05(2010) 带光纤系统的下水道的运行和维护的标准实施规程

This is intended to outline O&M issues that require discussion and mutual agreement by both the optical fiber cable owner and sewer pipeline operator. The purpose is developing sufficient written procedures and practices to allow optical fiber systems to coexist as a secondary use within a sewer. To the extent that sewers are primarily for conveying flow, it is the responsibility of the optical fiber cable owner to accommodate sewer O&M practices and develop optical fiber system O&M procedures that will not material impact the sewer’s primary function. Since the practice of integrating sewers and optical fiber systems is an emerging activity, this practice will help establish guidelines for its rapid and safe deployment, ensuring that the installed facilities are operable as intended on a long-term basis.1.1 This practice applies to the operation and maintenance of sewers with a subsequent installation of optical fiber cable in accordance with Practice F2303. 1.2 This practice applies to gravity flow storm sewers, sanitary sewers, and combined sewers. 1.3 This practice does not apply to force mains, siphons, or other pressurized sewers. 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.

Standard Practice for Operation and Maintenance of Sewers with Optical Fiber Systems

DIN EN 1123-1:2004 污水系统用带套管和孔座的纵向焊接热浸镀锌钢管及配件.第1部分:要求、检验和质量控制

This document specifies requirements, testing and quality control for pipes and fittings of hot-dipped, galvanized, longitudinally welded steel pipes with spigot and socket for the use in waste water systems normally operating under gravity or at a low level of pressure. These pipes and fittings are normally used for the conveyance of rainwater, household waste water and similar industrial sewage. This amendment adds the essential requirements, given in a Mandate under the Construction Procucts directive, to the standard.

Pipes and fittings of longitudinally welded hot-dip galvanized steel pipes with spigot and socket for waste water systems - Part 1: Requirements, testing, quality control; German version EN 1123-1:1999 + A1:2004

DS/EN 14457:2004 专门设计用于排水沟和下水道非开挖结构的部件的一般要求

This European Standard specifies general requirements for pipes and their joints intended for use in drains and sewers which are installed using trenchless construction methods ""pipe jacking"", ""microtunnelling"" and ""pilot jacking""as defined in EN 12889 as gravity systems, according to EN 476 where any pressure to occur is a maximum of 40 kPa or operated under pressure according to EN 773 where pressure can be more than 40 kPa.

General requirements for components specifically designed for use in trenchless constructions of drains and sewers

LST EN 14457-2004 专门设计用于排水沟和下水道非开挖施工的部件的一般要求

General requirements for components specifically designed for use in trenchless construction of drains and sewers

DIN EN 14457:2004 专门为无槽排水和排污结构所设计的构件的一般要求

General requirements for components specifically designed for use in trenchless construction of drains and sewers; German version EN 14457:2004

DIN V 1201:2004 排水和污水用未加筋的、钢纤维的和加筋的混凝土管和配件.1型和2型.要求、试验方法和合格评定

This standard only applies in connection with DIN EN 1916 and contains requirements and test methods for pipes and fittings made of concrete and reinforced concrete, for which there are no specifications given in the european standard. This standard also applies for pipes made of steel fiber concrete.#,,#

Concrete pipes and fittings, unreinforced, steel fibre and reinforced for drains and sewers - Type 1 and Type 2 - Requirements, test methods and evaluation of conformity

DIN V 4034-1:2004 排水和污水用未加筋的、钢纤维和加筋的预制混凝土人孔.1型和2型.第1部分:要求、试验方法和合格评定

This standard only applies with DIN EN 1917 and contains requirements and test methods for prefabricated manholes made of concrete and reinforced concrete, for which there are no specifications in the European Standard. This standard applies to circular prefabricated manholes made of concrete and reinforced concrete with the nominal diameters DN 1000, DN 1200 and DN 1500 used for manholes for drains and sewers. For prefabricated manholes with other nominal diameters and other cross-sectional shapes, e. g. rectangular cross sections, this standard applies analogous.

Prefabricated concrete manholes, unreinforced, steel fibre and reinforced for drains and sewers - Type 1 and Type 2 - Part 1: Requirements, test methods and evaluation of conformity

BS EN 14457:2004 无槽排水和排污结构中使用的专门部件的一般要求

This European Standard specifies general requirements for pipes and their joints intended for use in drains and sewers which are installed using trenchless construction methods "pipe jacking", "microtunnelling" and "pilot jacking" as defined in EN 12889 as gravity systems, according to EN 476 where any pressure to occur is a maximum of 40 kPa or operated under pressure according to EN 773 where pressure can be more than 40 kPa. This European Standard provides the general basis for the preparation or revision of product standards. It is not applicable for the evaluation of products and construction techniques. It is applicable as a reference for drawing up a product specification, if there is no product standard available. This European Standard applies to components to be used in domestic waste water, rainwater and surface water and other waste waters (e.g. industrial waste water) that will not damage the components.

General requirements for components specifically designed for use in trenchless construction of drains and sewers

EN 14457:2004 专门为无槽排水和排污结构所设计的构件的一般要求

This European Standard specifies general requirements for pipes and their joints intended for use in drains and sewers which are installed using trenchless construction methods "pipe jacking", "microtunnelling" and "pilot jacking" as defined in EN 12889 as gravity systems, according to EN 476 where any pressure to occur is a maximum of 40 kPa or operated under pressure according to EN 773 where pressure can be more than 40 kPa.This European Standard provides the general basis for the preparation or revision of product standards. It is not applicable for the evaluation of products and construction techniques.It is applicable as a reference for drawing up a p

General requirements for components specifically designed for use in trenchless construction of drains and sewers

DIN 19572:2004 人孔入口处的把手.要求和试验

This standard specifies the performance criteria and test methods for the mechanical stability of to support the save access for personnel into manholes.

Handholds for entrance into accessible manholes - Requirements, testing

PAS 1004-2004 具有集成弹性接头和负载传递件的预制混凝土节段的井道系统: 标记: econorm井道系. 尺寸规格, 交货技术条件

Manhole system of prefabricated concrete segments with integrated elastomeric joint and load transforming element:mark designation:econorm-Schachtsystem - Dimensions,technical specification for delivery

BS DD CEN/TS 13244-7:2004 飞行器燃料舱中用作爆炸抑制剂和挡板材料的纤维聚酰胺材料 试验方法

Plastics piping systems for buried and above-ground pressure systems for water for general purposes, drainage and sewerage. Polyethylene (PE). Guidance for the assessment of conformity

BS DD CEN/TS 13244-7:2003 飞行器燃料舱中用作爆炸抑制剂和挡板材料的纤维聚酰胺材料.试验方法

This Part of EN 13244 gives guidance for the assessment of conformity to be included in the manufacturer’s quality plan as part of his quality system. This Technical Specification includes: a) requirements for materials, components, joints and assemblies given in Parts 1 to 5 of EN 13244; b) requirements for the manufacturer's quality system; NOTE 1 It is recommended that the quality system conforms to EN ISO 9001 [1] c) definitions and procedures to be applied if third party certification is involved. NOTE 2 If third party certification is involved, it is recommended that the certification body is accredited to EN 45011 [2] or EN 45012 [3], as applicable. In conjunction with one or more Parts of EN 13244 (see Foreword) it is applicable to polyethylene (PE) piping systems intended to be used for buried and above-ground pressure systems for water for general purposes, drainage and sewerage.

Plastics piping systems for buried and above-ground pressure systems for water for general purposes,drainage and sewerage - Polyethylene (PE) - Part 7:Guidance for the assessment of conformity

DIN V 1202:2004 废水运输用非加筋、钢纤维和加筋混凝土制成的管道系统和人孔.承载能力的设计、验证以及使用和安装的适用性

Pipes systems and manhole woks made of concrete, unreinforced, steel fibre and reinforced for the conveyance of waste water - Design, proof of load bearing capacity and fitness for use, installation

ASTM F2414-04(2016) 采用化学灌浆密封下水道人孔的标准实施规程

3.1 This practice is used as a guide for the installation of chemical grout in the practice of sealing sewer manholes from leaks, cracks, and around penetrations. It is attended to assist sewer owners and engineer, owner’s representative, or authorized inspectors for installation method specification and for contractors to refer to during installations of chemical grout for manhole sealing. 1.1 This practice covers proposed selection of materials, installation techniques, and inspection required for sealing manholes using chemical grout. Manholes or sections of manholes with active leaks shall be repaired. Manholes to be grouted are of brick, block, cast-in-place concrete, precast concrete, or fiberglass construction. Manholes or sections of manholes with active leaks will be designated by the engineer, owner’s representative, or authorized inspector, for manhole grouting. 1.2 The contractor shall be responsible for furnishing all labor, supervision, materials, equipment, and inspection follow-up required for the completion of chemical grouting of manhole defects in accordance with the contract documents. 1.3 Materials, additives, mixture ratios, and procedures utilized for the grouting process shall be in accordance with manufacturer’s recommendations and shall be appropriate for the application. 1.4 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. 1.5 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 limitations prior to use.

Standard Practice for Sealing Sewer Manholes Using Chemical Grouting