93.030 外部污水排放系统 标准查询与下载

DB50/T 1474.1-2023 化粪池监控系统 第1部分：技术要求

本文件适用于城镇化粪池的气体、液位监测及监视系统的设计。

Septic Tank Monitoring Systems Part 1: Technical Requirements

DB50/T 1474.2-2023 化粪池监控系统 第2部分：安装与调试

本文件适用于城镇化粪池监控系统的安装与调试。

Septic Tank Monitoring System Part 2: Installation and Commissioning

ASTM F3220-17(2023) 用透射声学检验确定下水道管道清洁操作优先级的标准实施规程

Standard Practice for Prioritizing Sewer Pipe Cleaning Operations by Using Transmissive Acoustic Inspection

ASTM F2414-04(2023) 使用化学灌浆密封下水道沙井的标准实施规程

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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6  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 Sealing Sewer Manholes Using Chemical Grouting

ASTM F2551-09(2023) 在生活污水井沙井中安装保护性水泥衬里系统的标准实施规程

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, health, and environmental 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. 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 Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes

T/CMEA 42-2023 村镇生活污水处理设施智慧化运行管理平台建设及维护规程

主要技术内容是：总则、术语、信息模块建设、运行管理、平台维护。

Specification for Intelligent operation and management platform construction and maintenance of village and town domestic wastewater treatment facilities

ISO 4982:2023 非饮用水的非压力地下输送和储存用塑料管道系统.雨水系统的滞留、滞留、储存和运输用PE或PP制成的拱形波纹壁室.产品规范和性能标准

Plastics piping systems for non-pressure underground conveyance and storage of non-potable water — Arch-shaped, corrugated wall chambers made of PE or PP used for retention, detention, storage and tra

T/CMEA 40-2023 农村生活污水处理系统运行管理质量评价标准

主要技术内容是：总则、术语与符号、基本规定、评价内容与方法、评价等级、评价记录。

Standard for evaluation of the operation and management quality of rural sewage treatment system

T/QGCML 949-2023 工业园区综合污水处理技术规范

本文件规定了工业园区综合污水处理技术规范的术语和定义、污水收集、总体设计、处理技术、排放要求、劳动安全与职业卫生、施工与验收、运行与维护、档案管理。 本文件适用于工业园区内综合污水的处理。

Technical specifications for comprehensive sewage treatment in industrial parks

T/JSJTQX 39-2023 钻孔弃浆压滤固化处治再利用 技术规程

                                                                                                                                        《桥梁钻孔弃浆压滤固化处理再利用技术规程》技术内容介绍       随着人们对生存环境要求的提高，公路桥梁废弃物处置成为目前工程施工的关键环节。桥梁钻孔灌注桩施工中形成大量的泥浆废弃物，在弃浆处理和再利用方面，目前尚未统一的标准，由此导致的弃浆处置率和弃浆利用率不高、形成处置后的泥浆二次污染等问题。       本文件规定了桥梁钻孔弃浆压滤固化处理再利用技术的基本规定、压滤法泥浆固化设备、压滤法泥浆固化、试验项目、废弃与再利用和泥浆处置环境评估等相关内容，对桥梁施工环保工作起到了积极的推动作用。

Technical regulations for treatment and reuse of drilling waste slurry

T/CMEA 38-2023 市政排水检查井光固化贴片内衬 修复技术规程

主要技术内容包括：1 总则、2 术语、3 基本规定，4 材料，5 施工，6 工程验收等

Technical Specification for Light Curing Liner Patch Rehabilitation of Municipal Drainage Manhole

T/ZS 0482-2023 “农村污水零直排村”设施运维 管理规范

前言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 基本要求　 5 污水全收集　 5.1 一般要求　 5.2 日常巡查　 5.3 公共管道系统养护　 5.4 公共管道系统维修　 6 雨污全分流　 6.1 一般要求　 6.2 日常巡查　 7 处理全达标　 7.1 一般要求　 7.2 日常巡查　 7.3 集中处理设施运维　 8 资源全利用　 8.1 一般要求　 8.2 污水再生利用　 8.3 运维废弃物利用　 9 监管全智慧　 9.1 一般要求　 9.2 日常巡查　 9.3 数字化管理　 9.4 信息系统　 10 应急处置　 11 档案管理 附录A(资料性)设施运维评价记录　 附录B(资料性)设施运维管理记录　 参考文献　

"Rural sewage zero straight discharge village" facilities operation and maintenance management norms

ASTM A964/A964M-23 波纹钢箱涵标准规范

1.1 This specification covers material, geometric, and wall section properties of steel box culverts manufactured from corrugated plate or sheet, with or without attached stiffeners, for field assembly. Appropriate fasteners and optional materials such as steel invert plates and headwalls are also described. Applications for steel box culverts include conduits for gravity flow drainage of surface water such as culverts and storm drains, as well as for small bridges and grade separation structures such as pedestrian or vehicular underpasses, and utility tunnels. 1.2 This specification does not include requirements for foundations, backfill, or the relationship between earth cover or live loads and strength requirements. These important design considerations are described in the AASHTO LRFD Bridge Design Specifications, Customary U.S. Units (LRFD Bridge Design Specifications, SI Units). 1.3 This specification does not include requirements for the hydraulic design of these structures. Hydraulic design, placement of footings or inverts, and end treatments to resist scour are described in FHWA HDS No. 5. 1.4 Appendix X1 lists nominal dimensions of box culvert sizes commonly available for Type I, II, and IV box culverts. Also listed are cross-sectional area and hydraulic design parameters for these sizes. Geometries for Type III, V and VI box culverts are available from manufacturers. 1.5 Appendix X2 lists manufacturers’ suggested design properties for the box culvert types described in this specification, and for the spacing classes and material thicknesses typically available. 1.6 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 are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification. 1.7 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 Corrugated Steel Box Culverts

T/CMEA 34-2023 市政排水管道紫外光原位固化修复施工技术规程

主要技术内容是：总则、术语和符号、材料、设备、施工、管道功能性试验、质量验收、安全与环境保护等。

Technical specification for municipal drainage pipeline rehabilitation construction using UV cured-in-place-pipe

ISO/DIS 23627 用于非压力地下排水和污水处理的塑料管道系统 钢增强聚乙烯（SRPE） 波纹管和管件

Plastics piping systems for non-pressure underground drainage and sewerage – Steel-Reinforced-Polyethylene (SRPE) - Corrugated Pipes and fittings

T/ZS 0398-2022 市政排水管道错混接改造技术规范

前言　 1 范围　 2 规范性引用文件　 3 术语和定义　 4 排查　 4.1 一般要求　 4.2 工作方式　 4.3 错混接预判　 4.4 错混接判定　 5 设计与施工　 5.1 一般要求　 5.2 市政排水管道错混接改造设计　 5.3 建筑地块排水管道错混接改造设计　 5.4 施工要求　 6 成果验收　 7 运行与维护　

Technical specification for mis-mixing renovation of municipal drainage pipes

ASTM F2304-22 用化学灌浆密封下水道的标准实施规程

1.1 This practice describes the procedures for testing and sealing individual sewer pipe joints with appropriate chemical grouts using the packer method. Sewer systems shall include sanitary, storm, and combined and their appurtenances. Chemical grouting is a soil sealing process, which seals the voids within the soil surrounding the exterior of the pipe at the point of leakage. Chemical grouting is not considered a structural repair. 1.2 This practice applies to sewers 6 in. to 42 in. (18 cm to 107 cm) in diameter. Larger diameter pipe may be grouted with specialized packers or man entry methods. Host pipe interior surfaces must be adequate to create an effective seal for the packer elements. 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 Worker safety training should include reviewing the hazards associated with hoses, pumps, tanks, couplers, compressors, bottles, motors, and all other related application apparatus. Additional safety considerations including safely 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. 1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 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 Sealing of Sewers Using Chemical Grouting

ASTM A1105-17(2022) 波纹钢人孔组件标准规范

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 zinc5 % 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 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 Corrugated Steel Manhole Assemblies

ASTM A1107/A1107M-17(2022) 钢筋混凝土人孔结构和波纹钢排水管之间的弹性连接件

1.1 This specification covers the design, material, and minimum performance requirements of resilient connectors used for connections between reinforced concrete structures conforming to Specifications C478 and C913 to corrugated steel drainage pipe conforming to Specifications A760 or A762. 1.1.1 These connectors are designed to provide a positive seal between the pipe and manholes or other structures subjected to internal and external hydrostatic pressures less than 10.8 psi [74 KPa]. 1.1.2 Testing under this standard is limited to hydrostatic pressures. Alternate air and vacuum pressure testing involve unique testing protocols and are not addressed under this standard. 1.1.3 Testing under this standard is conducted in a laboratory as a proof of design certification. Actual field performance testing would be accomplished and accepted under individual project performance standards or pipeline acceptance criteria, which is outside the scope of this standard. NOTE 1—Infiltration or exfiltration quantities for an installed system are dependent upon many factors other than the connections between manhole structures and pipe, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system. 1.2 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 nonconformance with the standard. 1.3 The following precautionary 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. For a specific precaution statement, see 7.2.4. 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 Resilient Connectors Between Reinforced Concrete Manhole Structures and Corrugated Steel Drainage Pipes

ISO 11296-9:2022 地下无压排水和污水管网改造用塑料管道系统.第9部分:刚性锚固塑料内层衬里

This document, in conj unction with ISO 11296-1, specifies the requirements and test methods for pipes and fittings for the renovation of underground non-pressure drainage and sewerage networks by lining with a single rigid annulus of structural cementitious grout formed behind a plastics inner layer. This plastics layer serves as permanent formwork anchored to the grout. This document is applicable to plastics inner layers and grout s ystems with or without s teel reinforcement. It does not apply to the s tructural design of the lining s ys tem. NO TE Sys tems with multiple annuli are available, but these are controlled by patent rights and not covered by this document.

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 9: Lining with a rigidly anchored plastics inner layer