Q86 市容卫生器材设备 标准查询与下载

CJ/T 16-1999 城市环境卫生专用设备.清扫、收集、运输

Specific equipments for municipal environmental sanitation.Cleaning,collecting and transporting

CJ/T 21-1999 城市环境卫生专用设备.粪便处理

Specific equipments for municipal environmental sanitation.Treatment of night soil

NF P81-201/A1:1999 DTU 63.1.NF P 81-201-1993的补充件1

Supplement 1 to DTU 63.1.NF P 81-201-1993

CJ/T 3083-1999 医疗废弃物焚烧设备技术要求

Equipment specification for the incineration of medical wastes

DIN 30739:1998 有效容积为30升至60升的火化用的收集高传染性废物的容器

The document contents requirements and test methods on waste containers for highly infections waste.

Container for highly infectious waste with an effective capacity of 30 l to 60 l for incineration

CJ/T 5026-1998 铁质废物箱技术条件

Technical provisions of iron waste bin

CJ/T 5025-1997 垃圾容器.五吨车用集装箱

Waste container.Five-ton truck used freight container

CJ/T 3065-1997 弧形格栅除污机

Curved bar screens

ANSI/NSF 21-1996 热塑性塑料垃圾容器

Establishes minimum sanitation requirements for the materials, design, and construction of new thermoplastic refuse containers. This is the second Public Review for this standard. It was originally listed in the February 16, 1996 issue of Standards Action . It is being resubmitted due to substantive changes made to the original text.

Thermoplastic Refuse Containers

CJ/T 3059-1996 城市生活垃圾堆肥处理厂技术评价指标

Technical evaluating targets on municipal solid waste composting plant

ASTM D5921-96(2010) 定点腐烂系统成坑亚表层定位特性的标准实施规程

This practice should be used as part of the evaluation of a site for its potential to support an on-site septic system in conjunction with Practice D5879 and Practice D5925. This practice should be used after applicable steps in Practice D5879 have been performed to document and identify potentially suitable field areas. This practice should be used by those who are involved with the evaluation of properties for the use of on-site septic systems. They may be required to be licensed, certified, meet minimum educational requirements by the area governing agencies, or all of these. This practice requires exposing the soil to an appropriate depth (typically 1.5 to 1.8 m, or greater as site conditions or project objectives require) for examining the soil morphologic characteristics related to the performance of on-site septic systems.1.1 This practice covers procedures for the characterization of subsurface soil conditions at a site as part of the process for evaluating suitability for an on-site septic system. This practice provides a method for determining the usable unsaturated soil depth for septic tank effluent to infiltrate for treatment and disposal. 1.2 This practice describes a procedure for classifying soil by field observable characteristics within the United States Department of Agriculture, Soil Conservation Service (SCS) classification system. The SCS classification system is defined in Refs (1–4), not in this practice. This practice is based on visual examination and manual tests that can be performed in the field. This practice is intended to provide information about soil characteristics in terms that are in common use by soil scientists, public health sanitarians, geologists, and engineers currently involved in the evaluation of soil conditions for septic systems.

Standard Practice for Subsurface Site Characterization of Test Pits for On-Site Septic Systems

CJ/T 3051-1995 锤式垃圾破碎机

Hammer waste crushers

JIS A 4417:1995 住宅用厕所设备

Toilet unit for dwellings

JIS A 4416:1995 住宅用浴室设备

Bath unit for dwellings

CJ/T 5013.1-1995 垃圾分选机.垃圾滚筒筛

Waste scanner.Waste trommel

ASTM D5879-95(2010) 现场腐化装置的地点表面特征的标准实施规程

This practice should be used as the initial step for evaluating a site for its potential to support an on-site septic system and to determine the best location for subsurface observations as covered in Practice D5921. This practice should be used by individuals involved with the evaluation of properties for the use of on-site septic systems. Such individuals may be required to be licensed, certified, or meet minimum educational requirements by the local or state regulatory authority. Generally, such individuals should be familiar with the appropriate regulatory requirements governing the design and placement of on-site septic systems for the area of the site being investigated, and at least some experience or training in geomorphology, soils, geology, and hydrology. This practice is one step in the design of an on-site septic system that also includes subsurface characterization, see Practice D5921, staking and protection of the soil absorption or constructed filter bed area, see Practice D5925, selection of system type, and design of the system size and configuration. Typically, the same individual will perform the surface and subsurface characterization of a site. Local regulation and practice will determine whether the same individual is responsible for all steps in the process of locating and designing an on-site septic system. Effective surface and subsurface characterization of a site for on-site septic systems, however, requires some knowledge of the following for the county or state in which the site is located: (1) on-site septic system types typically used for different soil conditions, and (2) typical soil absorption/filter bed areas required for different wastewater flow rates and areal soil wastewater loading rates.1.1 This practice covers procedures for the characterization of surface conditions at a site for evaluating suitability for an on-site septic system for disposal and treatment of wastewater. This practice provides a method for identifying potentially suitable areas for soil absorption of septic tank wastewater. 1.2 This practice can be used at any site where on-site treatment of residential and nonhazardous commercial wastewaters using septic tanks and natural soils or constructed filter beds is required or an option under consideration. This practice may also be useful when constructed wetlands are used as an alternative wastewater treatment method. 1.3 This practice should be used in conjunction with Practices D5921 and D5925. 1.4 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through the ASTM consensus process.

Standard Practice for Surface Site Characterization for On-Site Septic Systems

NF P81-201:1993 DTU 63-1.建筑工程.垃圾槽.技术规范

DTU 63-1. Building works. Refuse chute. Technical specifications.

DIN 30741-2:1992 垃圾箱.专用废物垃圾箱.液体特殊废料用容积为1000升的垃圾箱

This document contains technical dimensions and safety requirements for garbage containers for liquid solid special wastes with a capacity of 1000 l.

Garbage containers; garbage containers for special wastes; with a capacity 1000 l for liquid special wastes

DIN 30741-1:1992 垃圾箱.特殊固体垃圾用容积为800升的垃圾箱

The document contains technical dimensions and safety requirements for garbage containers for solid special wastes with a capacity 800 l.

Garbage containers; garbage containers for special wastes; with a capacity 800 l for solid special wastes

DIN 55465-2:1992 垃圾用纸或聚乙烯薄膜包装材料.标称容量50公升以下的袋子.形状、尺寸、要求、检验

The document specifies bags to collect waste and recycling materials from housekeeping and similar industrial waste to put in adequate containers.

Packaging made from paper or polyethylene for waste; bags with a nominal capacity up to 50 l, shapes, dimensions, requirements, tests