



铟的屈服强度相关标准参考信息
GB/T 28905-2022 建筑用低屈服强度钢板
简介:
信息:ICS:77.140.50 CCS:H46 发布:2022-10-14 实施:2023-05-01
ASTM A514/A514M-18e1 适用于焊接的高屈服强度调质合金钢板的标准规范
简介:
信息:ICS:77.140.50 CCS: 发布:2018-11-15 实施:
ASTM C908-2015 预制封缝带屈服强度的标准试验方法
简介:4.1x00a0;Tape sealants are tacky, deformable solids that are used under compression between two or more surfaces of similar or dissimilar materials in a variety of sealing applications. This procedure is not intended to simulate an actual use condition but will give some indication of the cohesive and adhesive bonding properties of the tape. It also provides an indication of the modulus and tensile strength of the sealant tape composition. 1.1x00a0;This test method covers a laboratory procedure for determining the yield strength of preformed tape sealants. 1.2x00a0;The values stated in acceptable metric units are to be regarded as the standard. The values given in parentheses are for information only. 1.3x00a0;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. Note 1:x00a0;There are no ISO standards similar or equivalent to this ASTM standard.
信息:ICS:91.100.50 CCS: 发布:2015 实施:
GB/T 34560.4-2017 结构钢 第4部分:淬火加回火高屈服强度结构钢板交货技术条件
简介:
信息:ICS:77.140.01 CCS:H46 发布:2017-10-14 实施:2018-07-01 00:00:00.0
ASTM F1554-18 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2018-09-01 实施:
ASTM D6023-2015 受控低强度材料 (CLSM) 的密度 (单位重量), 屈服点, 水泥含量以及空气含量 (重量计算) 的标准试验方法
简介:5.1x00a0;This test method provides the user with a procedure to calculate the density of freshly mixed CLSM for determination of compliance with specifications, for determining mass/volume relationships or conversions such as those found in purchase agreements, and also for quality control purposes. 5.2x00a0;This test method is intended to assist the user for quality control purposes and when specified to determine compliance for air content, yield, and cement content of freshly mixed CLSM. 5.3x00a0;This test method is not meant to predict the air content of hardened CLSM, which may be either higher or lower than that determined by this test method. 5.4x00a0;This test is one of a series of quality control tests that can be performed on CLSM during construction to monitor compliance with specification requirements. The other tests that can be used during construction control are Test Methods D4832, D6024/D6024M, and D6103. Note 2:x00a0;The quality of the results 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 D3740 are generally considered capable of competent and objective testing/sampling/inspection/ and the like. Users of this standard are cautioned that compliance with Practice D3740 does not in itself ensure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluation some of those factors. 1.1x00a0;This test method explains determination of the density (Note 1) of freshly mixed Controlled Low-Strength Material (CLSM) and gives formulas for calculating the yield, cement content, and the air content of the CLSM. This test method is based on Test Method C138/C138M for Concrete. Note 1:x00a0;Unit Weight was the previous terminology used to describe the property determined by this test method, which is mass per unit volume. 1.2x00a0;All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026. 1.2.1x00a0;The procedures used to specify how data are collected/recorded and calculated in the standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the userx2019;s objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of these test meth......
信息:ICS:91.100.10 CCS: 发布:2015 实施:
GB/T 20887.1-2017 汽车用高强度热连轧钢板及钢带 第1部分:冷成形用高屈服强度钢
简介:
信息:ICS:77.140.50 CCS:H46 发布:2017-09-07 实施:2018-06-01 00:00:00.0
ASTM A1065/A1065M-18 冷成型电熔(电弧)焊接高强度低合金标准规范;最小屈服点为50 ksi[345 MPa]的合金结构管
简介:
信息:ICS:23.040.10 CCS: 发布:2018-09-01 实施:
ASTM F1554-2015 地脚螺栓和屈服强度为36, 55以及105 ksi的钢的标准规格
简介:1.1x00a0;This specification covers straight, bent, headed, and headless anchor bolts (also known as anchor rods) made of carbon, medium carbon boron, alloy, or high-strength low-alloy steel. It provides for anchor bolts in three strength grades, two thread classes, and in the diameters specified in Section 4. The specification also covers all-thread rod for use in anchoring to concrete. References to anchor bolts in this standard do not necessarily exclude all-thread rod. 1.2x00a0;Anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. 1.3x00a0;Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and grade identification, and impact properties for Grades 55 and 105. 1.4x00a0;Zinc coating requirements are in Section 7. 1.5x00a0;Suitable nuts and washers are listed in 6.7. Washers are detailed in 6.8. 1.6x00a0;This specification does not cover mechanical expansion anchors, powder-activated nails or studs, or anchor bolts fabricated from deformed bar. 1.7x00a0;The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
信息:ICS:21.060.10 CCS: 发布:2015 实施:
GB/T 31922-2015 改善成形性热轧高屈服强度钢板和钢带
简介:本标准规定了改善成形性热轧高屈服强度钢板和钢带的分类和代号、订货信息、尺寸、外形、重量及允许偏差、技术要求、试验方法、检验规则、包装、标志和质量证明书等。本标准适用于厚度为1.0 mm~6.0 mm的要求有良好成形性能的高屈服强度热连轧钢带、由钢带横切成的钢板及纵切成的纵切钢带(以下简称“钢板和钢带”)。
信息:ICS:77.140.50 CCS:H46 发布:2015-09-11 实施:2016-06-01
ASTM A1110/A1110M-18 标准规范为52 KSI [360 MPa]最小屈服强度和冲击要求的圆形和异型冷弯成型焊接和无缝碳钢结构管材
简介:
信息:ICS:77.140.75 CCS: 发布:2018-06-01 实施:
ASTM F1554-2015e1 屈服强度为36, 55以及105 ksi的钢制地脚螺栓标准规格
简介:1.1x00a0;This specification covers straight, bent, headed, and headless anchor bolts (also known as anchor rods) made of carbon, medium carbon boron, alloy, or high-strength low-alloy steel. It provides for anchor bolts in three strength grades, two thread classes, and in the diameters specified in Section 4. The specification also covers all-thread rod for use in anchoring to concrete. References to anchor bolts in this standard do not necessarily exclude all-thread rod. 1.2x00a0;Anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. 1.3x00a0;Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and grade identification, and impact properties for Grades 55 and 105. 1.4x00a0;Zinc coating requirements are in Section 7. 1.5x00a0;Suitable nuts and washers are listed in 6.7. Washers are detailed in 6.8. 1.6x00a0;This specification does not cover mechanical expansion anchors, powder-activated nails or studs, or anchor bolts fabricated from deformed bar. 1.7x00a0;The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
信息:ICS:21.060.10 CCS: 发布:2015 实施:
GB/T 28905-2012 建筑用低屈服强度钢板
简介:本标准规定了建筑用低屈服强度钢板的牌号表示方法、订货内容、尺寸、外形、技术要求、试验方法、检验规则及包装、标志、质量证明书等。本标准适用于制造建筑抗震耗能等结构件(如耗能阻尼构件等)的厚度不大于100 mm的厚钢板。
信息:ICS:77.140.50 CCS:H46 发布:2012-11-05 实施:2013-05-01
ASTM F1554-17 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2017-12-01 实施:
ASTM A588/A588M-2015 耐大气腐蚀的最小屈服点低于50 ksi (345 MPa) 高强度低合金结构钢的标准规格
简介:1.1x00a0;This specification covers high-strength low-alloy structural steel shapes, plates, and bars for welded, riveted, or bolted construction but intended primarily for use in welded bridges and buildings where savings in weight or added durability are important. The atmospheric corrosion resistance of this steel in most environments is substantially better than that of carbon structural steels with or without copper addition (see Note 1). When properly exposed to the atmosphere, this steel is suitable for many applications in the bare (unpainted) condition. This specification is limited to material up to 8 in. [200 mm] inclusive in thickness. Note 1:x00a0;For methods of estimating the atmospheric corrosion resistance of low-alloy steels, see Guide G101. 1.2x00a0;When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized. See Appendix X3 of Specification A6/A6M for information on weldability. 1.3x00a0;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 is to be used independently of the other, without combining values in any way. 1.4x00a0;The text of this specification contains notes, footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements. 1.5x00a0;For structural products produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.
信息:ICS:77.140.10 CCS:H40 发布:2015 实施:
GB/T 20887.1-2007 汽车用高强度热连轧钢板及钢带 第1部分:冷成形用高屈服强度钢
简介:本部分规定了冷成形用高屈服强度热连轧钢板及钢带的分类和代号、尺寸、外形、重量、技术要求、检验和试验、包装、标志及质量证明书。 本部分适用于厚度不大于20mm的冷成形用高屈服强度热连轧钢带以及由钢带横切成的钢板及纵切成的纵切钢带,以下简称钢板及钢带。
信息:ICS:77.140.50 CCS:H46 发布:2007-03-09 实施:2007-10-01
ASTM F1554-17e1 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2017-12-01 实施:
ASTM A1077/A1077M-14 具有改善建筑物高温屈服强度的结构钢标准规范
简介:
信息:ICS:77.140.20 CCS: 发布:2014-10-01 实施:
ASTM A514/A514M-22 适用于焊接的高屈服强度淬火和回火合金钢板
简介:
信息:ICS:77.140.50 CCS: 发布:2022-09-01 实施:
ISO 20805:2017 热轧钢板在高屈服强度的线圈中 具有改进的成型性和重的厚度用于冷成型
简介:
信息:ICS:77.140.50 CCS: 发布:2017-11-21 实施:
ASTM A514/A514M-14 适用于焊接的高屈服强度调质合金钢板的标准规范
简介:
信息:ICS:77.140.50 CCS: 发布:2014-05-01 实施:
T/CECS 964-2021 摆锤敲入法检测钢材屈服强度技术规程
简介:主要技术内容包括:总则、术语和符号、检测仪器、检测方法、钢材屈服强度计算及推定等。
信息:ICS:91.010.01 CCS:E4710 发布:2021-12-20 实施:2022-01-14
ISO 20805-2017 冷轧用改进可成形性和特厚较高屈服强度的热轧薄钢板卷材
简介:
信息:ICS:77.140.50 CCS:H46 发布:2017-11-01 实施:
ASTM B598-14 铜合金拉伸中偏移屈服强度测定的标准实施规程
简介:
信息:ICS:77.120.30 CCS: 发布:2014-04-01 实施:
ASTM A1077/A1077M-21 建筑物用高温下屈服强度提高的结构钢标准规范
简介:
信息:ICS:77.140.20 CCS: 发布:2021-09-01 实施:
ISO 13887-2017 成形性改良的高屈服强度冷轧薄钢板
简介:
信息:ICS:77.140.50 CCS:H46 发布:2017-10-01 实施:
ASTM A1065/A1065M-09(2014) 冷成型电熔合&40的标准规范;弧度&41;焊接高强度低碳钢;最小屈服点为50 ksi[345 MPa]的合金结构管
简介:
信息:ICS:23.040.10 CCS: 发布:2014-03-01 实施:
ASTM A1110/A1110M-21 最小屈服强度和冲击要求为52 KSI[360 MPa]的圆形和异型冷成型焊接和无缝碳钢结构管的标准规范
简介:
信息:ICS:77.140.75 CCS: 发布:2021-09-01 实施:
KS D 3611-2016(2021) 焊接结构用高屈服强度钢板
简介:
信息:ICS:77.140.10 CCS: 发布:2016-12-05 实施:
LST EN 10268-2006+A1-2014 冷成型用高屈服强度冷轧扁钢制品. 技术交货条件
简介:
信息:ICS:77.140.50 CCS: 发布:2014-01-17 实施:2014-01-17
ISO 630-4:2021 结构钢第4部分:高屈服强度调质结构钢板和宽扁钢交货技术条件
简介:
信息:ICS:77.140.01 CCS: 发布:2021-04-20 实施:
ASTM C774-88(2016) 灼烧后的灼热钢的屈服强度的标准试验方法
简介:
信息:ICS:25.220.50 CCS: 发布:2016-11-01 实施:
LST EN 10149-2-2014 冷成型高屈服强度钢热轧制的扁平钢制品. 第2部分: 热轧制钢的技术交货条件
简介:
信息:ICS:77.140.50 CCS: 发布:2014-01-17 实施:
ASTM C774-88(2021) 灼烧后的灼热钢的屈服强度的标准试验方法
简介:
信息:ICS:25.220.50 CCS: 发布:2021-04-01 实施:
ASTM C908-15 预成型胶带密封胶的屈服强度的标准试验方法
简介:
信息:ICS:91.100.50 CCS: 发布:2015-12-01 实施:
ASTM A1077/A1077M-2014 建筑物用高温高屈服强度结构钢的标准规格
简介:1.1x00a0;This specification covers alloy steel in bars, plates up to and including 4 in. [100 mm] in thickness and shapes of structural quality with improved yield strength at high temperature. Two grades, 36 [250] and 50 [345] are available for use in bolted or welded buildings or for general structural purposes. Class 2 requires a maximum yield to tensile ratio x2013; this ratio is not required for Class 1. 1.2x00a0;When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized. See Appendix X3 of Specification A6/A6M for information on weldability. 1.3x00a0;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 is to be used independently of the other, without combining values in any way. 1.4x00a0;The text of this specification contains notes or footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements. 1.5x00a0;For structural products produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply. 1.6x00a0;Supplementary requirements are provided for use where additional testing or additional restrictions are required by the purchaser. Such requirements apply only when specified in the purchase order.
信息:ICS:77.140.20 CCS: 发布:2014 实施:
ASTM C774-1988(2021) 搪瓷钢制品受应变和焙烧后的屈服强度的试验方法
简介:1.1?This test method covers determination of the yield strength of steel specimens after simulated forming and enamel firing operations. 1.2?The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. 1.3?
信息:ICS: CCS:Y26 发布:2021 实施:
ASTM F1554-15 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2015-09-01 实施:
ASTM A514/A514M-2014 焊接用经淬火与回火的高屈服强度合金钢板的标准规格
简介:1.1x00a0;This specification covers quenched and tempered alloy steel plates of structural quality in thicknesses of 6 in. [150 mm] and under intended primarily for use in welded bridges and other structures. Note 1x2014;All grades are not available in a maximum thickness of 6 in. [150 mm]. See Table 1 for thicknesses available in each grade. 1.2x00a0;If the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X8201;3 of Specification A6/A6M for information on weldability. 1.3x00a0;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 is to be used independently of the other, without combining values in any way.
信息:ICS:77.140.50 (Flat steel products and semi-products) CCS:H46 发布:2014 实施:
ASTM A1110/A1110M-2021 具有52 KSI[360 MPa]最小屈服强度和冲击要求的圆形和其它形状的冷成型焊接和无缝碳钢结构管的标准规范
简介:1.1?This specification covers cold-formed welded and seamless carbon steel round, square, rectangular, or special shape structural tubing for welded, riveted, or bolted construction of bridges and buildings, and for general structural purposes where impact properties are require
信息:ICS:77.140 CCS:H48 发布:2021 实施:
ASTM F1554-15e1 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2015-09-01 实施:
ASTM B598-2014a 测定抗拉试验中铜合金偏置屈服强度的标准实施规程
简介:5.1x00a0;This practice may be used for approximating a limiting design stress at room temperature and, in some cases, for approximating the range of elastic behavior. Elastic limit, or the greatest stress that a material is capable of sustaining without any permanent strain remaining upon complete release of the stress, is a more technically accurate design parameter; however, the elastic limit is extremely difficult to measure in routine testing. Caution should be used in applying such values to predict the behavior of flat or wire springs in bending, torsion or other stress modes, or at temperatures other than that at which the determination is made. 1.1x00a0;This practice establishes the requirements for determining offset yield strength (0.018201;%, 0.028201;%, and 0.058201;% offset) at room temperature. It is intended for copper alloys in tempers commonly used for spring applications, and materials thicker than 0.010 in. (0.25 mm). 1.1.1x00a0;The primary application of this practice is intended for flat strip materials that are used for springs; however, this practice can be used for other product forms, such as wire, rod, and bar. 1.2x00a0;Unitsx2014;Values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units which are provided for information only and are not considered standard. 1.3x00a0;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.
信息:ICS:77.120.30 (Copper and copper alloys) CCS: 发布:2014 实施:
ASTM A1077/A1077M-2021 建筑物用高温高屈服强度结构钢的标准规范
简介:1.1?This specification covers alloy steel in bars, plates up to and including 4 in. [100 mm] in thickness and shapes of structural quality with improved yield strength at high temperature. Two grades, 36 [250] and 50 [345] are available for use in bolted or welded buildings or f
信息:ICS:77.140.20 CCS:H40 发布:2021 实施:
ASTM F1554-15e2 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2015-09-01 实施:
ASTM B598-2014 铜合金拉伸中残余变形屈服强度测定的标准操作规程
简介:5.1x00a0;This practice may be used for approximating a limiting design stress at room temperature and, in some cases, for approximating the range of elastic behavior. Elastic limit, or the greatest stress that a material is capable of sustaining without any permanent strain remaining upon complete release of the stress, is a more technically accurate design parameter; however, the elastic limit is extremely difficult to measure in routine testing. Caution should be used in applying such values to predict the behavior of flat or wire springs in bending, torsion or other stress modes, or at temperatures other than that at which the determination is made. 1.1x00a0;This practice establishes the requirements for determining offset yield strength (0.018201;%, 0.028201;%, and 0.058201;% offset) at room temperature. It is intended for copper alloys in tempers commonly used for spring applications, and materials thicker than 0.010 in. (0.25 mm). 1.1.1x00a0;The primary application of this practice is intended for flat strip materials that are used for springs; however, this practice can be used for other product forms, such as wire, rod, and bar. 1.2x00a0;Unitsx2014;Values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units which are provided for information only and are not considered standard. 1.3x00a0;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.
信息:ICS:77.120.30 (Copper and copper alloys) CCS:H62 发布:2014 实施:
ASTM F1554-20 36 55和105ksi屈服强度钢制锚栓的标准规范
简介:
信息:ICS:21.060.10 CCS: 发布:2020-12-15 实施:
BS ISO 14317-2015 非硬质金属的烧结金属材料.耐压屈服强度的测定
简介:
信息:ICS:77.040.10;77.160 CCS:H72 发布:2015-04-30 实施:2015-04-30
NF A36-231-2-2013 冷成型用高屈服强度钢热轧扁平轧材.第2部分:热机械轧制钢的交货技术条件
简介:
信息:ICS:77.140.50 CCS:H46 发布:2013-12-06 实施:2013-12-06
ASTM A588/A588M-19 高强度低合金结构钢的标准规格 高达50 ksi [345 MPa]最小屈服点 具有耐大气腐蚀性
简介:
信息:ICS:77.140.10 CCS: 发布:2019-09-01 实施:
BS ISO 14317-2015 非硬质金属的烧结金属材料.耐压屈服强度的测定
简介:
信息:ICS:77.040.10;77.160 CCS:H72 发布:2015-04-30 实施:2015-04-30
NF A36-231-1-2013 冷成型用高屈服强度钢热轧扁平轧材.第1部分:通用交货条件
简介:
信息:ICS:77.140.50 CCS:H46 发布:2013-12-06 实施:2013-12-06
ISO 6930-2019 冷成形用高屈服强度钢板和宽扁钢.交货条件
简介:
信息:ICS:77.140.50 CCS: 发布:2019-07-22 实施:
ISO 14317:2015 不含硬质合金的烧结金属材料 - 压缩屈服强度的测定
简介:
信息:ICS:77.040.10 CCS: 发布:2015-04-02 实施:
DIN EN 10268-2013 冷成型用高屈服强度冷轧扁钢制品. 交货技术条件; 德文版本EN 10268-2006+A1-2013
简介:
信息:ICS:77.140.50 CCS:H46 发布:2013-12 实施:
BS EN 10025-6-2019 结构钢的热轧产品.第6部分:淬火和淬硬条件下高屈服强度结构钢平板产品的技术交付条件
简介:
信息:ICS: CCS: 发布:2019-01-01 实施:2019-01-01
ISO 14317-2015 硬质合金除外的烧结金属材料.屈服压力强度的测定
简介:
信息:ICS:77.040.10;77.160 CCS:H22 发布:2015-04 实施:
DIN EN 10149-1-2013 采用冷成型高屈服强度钢材制成的热轧平板产品. 第1部分: 通用技术交货条件; 德文版本EN 10149-1-2013
简介:
信息:ICS:77.140.50 CCS:H46 发布:2013-12 实施:
ASTM A514/A514M-18 适用于焊接的高屈服强度调质合金钢板的标准规范
简介:
信息:ICS:77.140.50 CCS: 发布:2018-11-15 实施:
ASTM A588/A588M-15 高强度低合金结构钢的标准规格 高达50 ksi [345 MPa]最小屈服点 具有耐大气腐蚀性
简介:
信息:ICS:77.140.10 CCS: 发布:2015-03-01 实施:
DIN EN 10149-3-2013 冷成形高屈服强度钢制热轧板材制品.第3部分:正火钢或正火轧制钢的交货技术条件.德文版本EN 10149-3-2013
简介:
信息:ICS:77.140.50 CCS:H46 发布:2013-12 实施:
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