D04 基础标准与通用方法 标准查询与下载



共找到 354 条与 基础标准与通用方法 相关的标准,共 24

本标准规定了煤矿用JTP型提升绞车(以下简称“绞车”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准适用于煤矿地面或井下倾斜巷道和小型立井用来提升物料或者人员所用的绞车。

Safety inspection code of JTP winder for coal mines

ICS
73.010
CCS
D04
发布
2007-01-04
实施
2007-04-01

本标准规定了单卷筒直径为(0.5~0.8)m的煤矿用带式制动提升绞车(以下简称“绞车”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准中隔爆型适用于在有煤尘或爆炸性气体的煤矿井下的移动式的或辅助性的专为升降物料的绞车,非隔爆型适用于煤矿地面移动式的或辅助性的专为升降物料(包括矸石山和向天桥上提升等)的绞车。本标准不适用于人员运输的绞车。

Safety inspection code of belt brake winch for coal mines

ICS
73.010
CCS
D04
发布
2007-01-04
实施
2007-04-01

本标准规定了煤矿用单绳缠绕式矿井提升机(以下简称“提升机”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准适用于煤矿的地面或井下用来提升物料或者人员所用的提升机。

Safety inspection code of single-rope drum winder for coal mines

ICS
CCS
D04
发布
2007-01-04
实施
2007-04-01

本标准规定了煤矿用多绳摩擦式提升机(以下简称“提升机”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准适用于煤矿用立井提升矿物和升降人员、物料及设备之用的提升机。

Safety inspection code of multi-rope friction hoist for coal mines

ICS
73.010
CCS
D04
发布
2007-01-04
实施
2007-04-01

本标准规定了煤矿用无极绳绞车(以下简称“绞车”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准适用于煤矿地面或井下运输(用)绞车、不适用于提升或运输人员的绞车。

Safety inspection code of endless-rope winder for coal mines

ICS
73.010
CCS
D04
发布
2007-01-04
实施
2007-04-01

本标准规定了煤矿用无极绳调速机械绞车(以下简称“绞车”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准适用于煤矿地面或井下运输(用)绞车,不适用于提升的绞车。

Safety inspection code endless-rope speed regulating mechanical winder for coal mines

ICS
73.010
CCS
D04
发布
2007-01-04
实施
2007-04-01

本标准规定了煤矿用耙矿绞车(以下简称“绞车”)的产品分类、检验要求、检验内容、检验方法、检验规则。 本标准适用于水平和倾角不大于44°斜坡耙运煤炭或矿石的电动机驱动绞车,不适用于提升或运输人员的绞车。

Safety inspection code of scraper winch for coal mines

ICS
73.010
CCS
D04
发布
2007-01-04
实施
2007-04-01

This test method is intended as a means for obtaining an extract from mine rock samples. The extract may be used to estimate the final pH and release of certain constituents of the test sample under the laboratory conditions described in this test method. The pH of the extraction fluid used in this test method should reflect the pH of precipitation in the geographic region in which the mine rock is being evaluated. This test method is designed to mobilize potential contaminants present in the solids, so that the resulting extract can be used to assess leachate that could potentially be produced from mine rock in the field. This test method has not been demonstrated to simulate actual site leaching conditions. This test method produces extracts that are amenable to the determination of both major and minor (trace) constituents. When minor constituents are being determined, it is especially important that precautions be taken in sample preservation, storage and handling to avoid possible contamination of the extracts. This test method is a comparative method intended for use as a routine method for monitoring mine rock. It is assumed that all who use this method will be trained analysts capable of performing skillfully and safely. It is expected that work will be performed in a properly equipped laboratory under appropriate quality control practices such as those described in Guide E 882.1.1 This test method provides a procedure for the column percolation extraction of mine rock in order to determine the potential for dissolution and mobility of certain constituents by meteoric water.1.2 This test method is intended to describe the procedure for performing column percolation extractions only. It does not describe all types of sampling and analytical requirements that may be associated with its application.1.3 The values stated in SI units are to be regarded as the standard.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 Test Method for Column Percolation Extraction of Mine Rock by the Meteoric Water Mobility Procedure

ICS
73.060.01 (Metalliferrous minerals and their conce
CCS
D04
发布
2007
实施

These test methods are primarily intended to test materials for compliance with compositional specifications and for monitoring. The determination of carbon and sulfur in ores and related materials is necessary to classify ores for metallurgical processing and to classify waste materials from the mining and processing of ores such as leach spoils, waste rock and tailings according to their potential to generate acid in the environment. This information is useful during mine development to assist in mining and mineral processing operations and proper disposal of waste materials. These test methods also may be used for the classification of rock to be used in construction, where the potential to generate acid under environmental conditions exists. It is assumed that the users of these test methods will be trained analysts capable of performing common laboratory procedures skillfully and safely. It is expected that work will be performed in a properly equipped laboratory and that proper waste disposal procedures will be followed. Appropriate quality control practices such as those described in Guide E 882 must be followed.1.1 This test method covers the determination of total carbon and sulfur in metal bearing ores and related materials such as tailings and waste rock within the following ranges:AnalyteApplication Range, %Quantitative Range, %Total Carbon0 to 100.08 to 10Total Sulfur0 to 8.80.023 to 8.8Note 1The test methods were tested over the following ranges: Total Carbon - 0.01 to 5.87 %Total Sulfur - 0.0002 to 4.70 %Residual Carbon from Pyrolysis - 0.002 to 4.97 %Residual Sulfur from Pyrolysis - 0.014 to 1.54 %Pyrolysis Loss Sulfur - 0 to 4.42 %Hydrochloric Acid Insoluble Carbon - 0.025 to 0.47 %Hydrochloric Acid Loss Carbon - 0 to 5.78 %Hydrochloric Acid Insoluble Sulfur - 0.012 to 4.20 %.Nitric Acid Insoluble Sulfur - 0.006 to 0.924 %Nitric Acid Loss Sulfur - -0.08 to 4.19 %Sodium Carbonate Insoluble Sulfur - 0.007 to 3.78 %1.2 The quantitative ranges for the partial decomposition test methods are dependent on the mineralogy of the samples being tested. The user of these test methods is advised to conduct an interlaboratory study in accordance with Practice E 1601 on the test methods selected for use at a particular mining site, in order to establish the quantitative ranges for these test methods on a site-specific basis.1.3 The test methods appear in the following order:1.4 The values stated in SI units are to be regarded as standard.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. Specific warning statements are given in Section 7.

Standard Test Methods for Analysis of Metal Bearing Ores and Related Materials by Combustion Infrared-Absorption Spectrometry

ICS
71.040.50 (Physicochemical methods of analysis)
CCS
D04
发布
2007
实施

本标准规定了进出口化工品、矿产品和金属材料化学分析方法标准编写的基本要求、结构、要素、内容和表述方式。 本标准适用于进出口化工品、矿产品和金属材料化学分析方法标准及在其他标准中化学分析方法的编写。

General rules for drafting the standards of chemical analysis methods for import and export chemicals, minerals and metallic materials

ICS
CCS
D04
发布
2006-11-10
实施
2007-05-16

本标准规定了煤炭行业职业经理人的定义、等级划分、认定方法、管理原则及资格条件。 本标准适用于煤炭行业内现职各级管理人员,以及具务相应执业资格条件拟从事煤炭行业管理工作的非现职人员。 本标准规定了煤炭行业职业经理人为行业内部认定的执业资格。

Qualifications to be certified as a coal professional manager

ICS
13.100
CCS
D04
发布
2006-11-02
实施
2006-12-01

この規格は,鉱石中の鉛の定量方法について規定する。

Ores -- Methods for determination of lead

ICS
73.060.99
CCS
D04
发布
2006-07-20
实施

이 규격은 광산 관계에서 사용되는 주요 용어 및 그 뜻에 대하여 규정한다. 또한 참고로

Glossary of terms used in mining

ICS
01.040.73;73.020
CCS
D04
发布
2006-06-08
实施
2006-06-08

1.1 This is a compilation of terms commonly used in analytical chemistry for metals, ores, and related materials. Terms that are generally understood or defined adequately in other readily available sources are either not included or their sources are identified.1.2 A definition is a single sentence with additional information included in a Discussion.1.3 Definitions identical to those published by another standards organization or ASTM committee are identified with the name of the organization or the identifying document and ASTM committee.1.4 Definitions specific to a particular field (such as emission spectrometry) are identified with an italicized introductory phrase.

Standard Terminology Relating to Analytical Chemistry for Metals, Ores, and Related Materials

ICS
01.040.71 (Chemical technology (Vocabularies)); 71
CCS
D04
发布
2006
实施

本标准规定了进口矿产品放射性的检验方法及结果判断。 本标准适用于有集装、散装等方式运输的各种进口矿产品的放射性检验。

Rules of radioactivity inspection for import minerals

ICS
CCS
D04
发布
2005-02-17
实施
2005-07-01

Tests for geometrical properties of aggregates - Part 5: Determination of percentage of crushed and broken surfaces in coarse aggregate particles (including amendment A1:2004); German version EN 933-5:1998 + A1:2004

ICS
91.100.15
CCS
D04
发布
2005-02
实施

The rebound hardness method provides a means for rapid classification of the hardness of rock during site characterization for engineering, design, and construction purposes (see Guide D 420), geotechnical mapping of large underground openings in rock (see Guide D 4879), or reporting the physical description of rock core (see Practice D 4543). The rebound hardness number, H r, can serve in a variety of engineering applications that require characterization of rock material. These applications include, for examples, the prediction of penetration rates for tunnel boring machines, determination of rock quality for construction purposes, and prediction of hydraulic erodibility of rock. This test method is of limited use on very soft rock or very hard rock (unconfined compressive strengths less than approximately 1 MPa or greater than 100 MPa). The results of this test method are not intended for conversion to strength data suitable for design. Note 18212;Several types of rebound hammers are commercially available to accommodate testing of various sizes and types of concrete construction (See Test Method C 805) and rock material. Note 28212;The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D 3740 are generally considered capable of competent and objective testing and sampling. Users of this standard are cautioned that compliance with Practice D 3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D 3740 provides a means of evaluating some of those factors.1.1 This test method covers the testing apparatus, sampling, test specimen preparation, and testing procedures for determining the rebound hardness number of rock material using a spring-driven steel hammer, referred to variously as a rebound hammer, impact test hammer, or concrete test hammer.1.2 This test method is best suited for rock material with uniaxial compressive strengths (see Test Method D 7012) ranging between approximately 1 and 100 MPa.1.3 The portable testing apparatus may be used in the laboratory or field to provide a means of rapid assessment of rock hardness or to serve as an indicator of rock hardness.1.4 The values stated in SI units are to be regarded as the 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 Test Method for Determination of Rock Hardness by Rebound Hammer Method

ICS
13.080.20 (Physical properties of soil)
CCS
D04
发布
2005
实施

1.1 This test method covers the determination of total carbon and sulfur in metal bearing ores and related materials such as tailings and waste rock within the following ranges:AnalyteApplication Range, %Quantitative Range, %Total Carbon0 to 100.08 to 10Total Sulfur0 to 8.80.023 to 8.8Note 1The test methods were tested over the following ranges:Total Carbon - 0.01 to 5.87 %Total Sulfur - 0.0002 to 4.70 %Residual Carbon from Pyrolysis - 0.002 to 4.97 %Residual Sulfur from Pyrolysis - 0.014 to 1.54 %Pyrolysis Loss Sulfur - 0 to 4.42 %Hydrochloric Acid Insoluble Carbon - 0.025 to 0.47 %Hydrochloric Acid Loss Carbon - 0 to 5.78 %Hydrochloric Acid Insoluble Sulfur - 0.012 to 4.20 %.Nitric Acid Insoluble Sulfur - 0.006 to 0.924 %Nitric Acid Loss Sulfur - -0.08 to 4.19 %Sodium Carbonate Insoluble Sulfur - 0.007 to 3.78 %1.2 The quantitative ranges for the partial decomposition test methods are dependent on the mineralogy of the samples being tested. The user of these test methods is advised to conduct an interlaboratory study in accordance with Practice E 1601 on the test methods selected for use at a particular mining site, in order to establish the quantitative ranges for these test methods on a site-specific basis.1.3 The test methods appear in the following order:SectionsCarbon and Sulfur, TotalCarbon and Sulfur, Residual from PyrolysisCarbon and Sulfur, Hydrochloric Acid InsolubleSulfur, Nitric Acid InsolubleSulfur, Sodium Carbonate Insoluble1.4 The values stated in SI units are to be regarded as standard.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. Specific warning statements are given in Section 7.

Standard Test Methods for Analysis of Metal Bearing Ores and Related Materials by Combustion Infrared Absorption Spectrometry

ICS
71.040.50 (Physicochemical methods of analysis)
CCS
D04
发布
2005
实施

1.1 This test method covers the guidelines, requirements, and procedures for determining the point load strength index of rock. Specimens in the form of rock cores, blocks, or irregular lumps can be tested by this test method. This test method can be performed in the field or laboratory because the testing machine is portable. This is an index test and is intended to be used to classify and characterize rock.1.2 This test method applies to hard rock (compressive strength over 15 MPa (2200 psi)).1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D 6026.1.3.1 The method used to specify how data are collected, calculated, or recorded in this standard is not directly related to the accuracy to which the data can be applied in design or other uses, or both. How one applies the results obtained using this standard is beyond its scope.1.4 The values stated in the SI units are to be regarded as 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 Test Method for Determination of the Point Load Strength Index of Rock

ICS
93.020
CCS
D04
发布
2005
实施

1.1 This guide covers a review of methods for sampling ground water at discrete points or in increments by insertion of sampling devices by static force or impact without drilling and removal of cuttings. By directly pushing the sampler, the soil is displaced and helps to form an annular seal above the sampling zone. Direct-push water sampling can be one time, or multiple sampling events. Methods for obtaining water samples for water quality analysis and detection of contaminants are presented.1.2 Direct-push methods of water sampling are used for ground-water quality studies. Water quality may vary at different depths below the surface depending on geohydrologic conditions. Incremental sampling or sampling at discrete depths is used to determine the distribution of contaminants and to more completely characterize geohydrologic environments. These investigations are frequently required in characterization of hazardous and toxic waste sites.1.3 Direct-push methods can provide accurate information on the distribution of water quality if provisions are made to ensure that cross-contamination or linkage between water bearing strata are not made. Discrete point sampling with a sealed (protected) screen sampler, combined with on-site analysis of water samples, can provide the most accurate depiction of water quality conditions at the time of sampling. Direct-push water sampling with exposed-screen sampling devices may be useful and are considered as screening tools depending on precautions taken during testing. Exposed screen samplers may require development or purging depending on sampling and quality assurance plans. Results from direct-push investigations can be used to guide placement of permanent ground-water monitoring wells and direct remediation efforts. Multiple sampling events can be performed to depict conditions over time. Use of double tube tooling, where the outer push tube seals the hole, prevents the sampling tools from coming in contact with the formation, except at the sampling point.1.4 Field test methods described in this guide include installation of temporary well points, and insertion of water samplers using a variety of insertion methods. Insertion methods include: (1) soil probing using combinations of impact, percussion, or vibratory driving with or without additions of smooth static force; (2) smooth static force from the surface using hydraulic cone penetrometer (Guide D 6067) or drilling equipment (Guide D 6286), and incremental drilling combined with direct-push water sampling events. Under typical incremental drilling operations, samplers are advanced with assistance of drilling equipment by smooth hydraulic push, or mechanical impacts from hammers or other vibratory equipment. Direct-push water sampling maybe combined with other sampling methods (Guide D 6169) in drilled holes. Methods for borehole abandonment by grouting are also addressed.1.5 Direct-push water sampling is limited to soils that can be penetrated with available equipment. In strong soils damage may result during insertion of the sampler from rod bending or assembly buckling. Penetration may be limited, or damage to samplers or rods can occur in certain ground conditions, some of which are discussed in . Information in this procedure is limited to sampling of saturated soils in perched or saturated ground-water conditions. Some soil formations do not yield water in a timely fashion for direct-push sampling. In the case of unyielding formations direct-push soil sampling can be performed (Guide D 6282).1.6 This guide does not address installation of permanent water sampling systems such as those presented in Practice D 5092. Direct-push monitoring wells for long term monitoring are addressed in Guide D 6724 and Practice D 6725.1.7 Direct-push water sampling for geoenvironmental exploration will often involve safety planning, administration, and documentation.1.......

Standard Guide for Direct-Push Water Sampling for Geoenvironmental Investigations

ICS
13.060.10 (Water of natural resources)
CCS
D04
发布
2005
实施



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