679例

679例Tag内容描述：<p>1、1中华人民共和国农业行业标准 679 679标准山农业部畜牧兽医局提出并归日。本标准起草单位:农业部兽医诊断中心。本标准主要起草人:土宏伟、王传彬、陈西钊、田克恭。 679疫酶试验和免疫酶组织化学方法。本标准适用于检测猪血清中的猪繁殖与呼吸综合症病毒(体和组织中的:. 1. 80%单层的45细胞接种后3变达500%75%时，用胰蛋白酶消化分散感染的细胞单层,释至1孔滴加10阿室温自然干燥后，冷丙酮(40C)固定10 一20备用2. 1. 根过氧化物酶(记的葡萄球菌. 1. 制见第A. 2章。2. 通光学显微镜;b)印有10个一4。个小孔的室玻片;c)微量加样器，容量5川一。</p><p>2、679标准由煤炭工业部科技教育司提出。本标准由煤炭工业部煤矿专用设备标准化技术委员会归口。本标准起草单位:煤炭科学研究总院西安分院。本标准主要起草人:贾生茂、潘秋明。本标准委托煤炭科学研究总院西安分院负责解释。中华人民共和国煤炭行业标准矿用瑞利波探测仪通用技术条件 679一1997术要求、试验方法、检验规则、标志、包装、运输和贮存。本标准适用于在煤矿井下和地面使用的瑞利波探测仪(以下简称“仪器，)。也适用于其他部门工程地质、水文地质的地面与巷道使用的瑞利波探测仪。2引用标准下列标准所包含的条文，通过在本标准引用。</p><p>3、中华人民共和国国家标准 679一94化学试剂乙醇(950o)代替79挥发，易燃液体，能与水、丙三醇、三氯甲烷、乙醚等任意混合。示性式:主题内容与适用范围本标准规定了化学试剂乙醇(%)的技术要求、试验方法、检验规则和包装及标志。本标准适用于化学试剂乙醉(95%)的检验。2引用标准01化学试剂滴定分析(容量分析)用标准溶液的制备02化学试剂杂质测定用标准溶液的制备03化学试剂试验方法中所用制剂及制品的制备11化学试剂密度测定通用方法19化学试剂采样及验收规则270化学试剂氯化钻682分析实验室用水规格和试验方法736化学试剂酸度和碱度测定通用。</p><p>4、DOTA 6 79 改动分析 冰蛙在悄无声息中放出了6 79的更新日志 然后这个世界就重新沸腾了 我真的很佩服冰蛙 愣是把版本更新做出了过年一样的赶脚 每次新版本一放出来就必带一大波节奏 几乎每个英雄都会被牵扯其中无一幸免 而且改动之后的英雄 那真的是笑的笑死 哭的哭死 更新过后总是火一批又凉一批 那些不热门的英雄终于时来运转 而对于像蝙蝠 大牛 巨魔这种非绊即选的大热必遭狠手 佛语称之为报应 因。</p><p>5、银谷制药有限责任公司车辆管理办法 第一章第一章 总则总则 第一条第一条 为规范车辆的日常管理 以节约用车成本 提高车辆使用效率和 管理水平 特制定本办法 第二条第二条 本办法适用于以下车辆 公司所有由专职司机驾驶的车辆 后简 称 公务车 公司所有由高管人员驾驶的车辆 后简称 高管公车 与公司 签订私车公用协议 所有权归高管所有的私人车辆 后简称 高管私车 第二章第二章 管理职责及权限管理职责及权限。</p><p>6、INTERNATIONAL STANDARD IS0 679 First edition 1989-07-15 Methods of testing cements - Determination of strength M6thodes dessai des ciments - D it allows the use of alter- native procedures only in well defined cases provided that they do not affect the results significantly as specified in clause 11. In the event of a dispute, only the reference procedure de- scribed in this International Standard shall be used, excluding any alternatives. 2 Normative references The following standards contain。</p><p>7、15is 679; in of of A in of ) an or by of a of of in is to of or 920 he in to be in to of if It is of of to of to is SO to 717 in he of a of a a at to a of is of a 30on is in 0 s, is to of is no up by of in a of or of is no to of or he is a of be to a of as 1) by or (2) (3) he is as an A is a be at It is if a be a in be to of 1 9 58 0 g (1is 24 is , 2015. 015. 971. 009 679 091. at to s 100 700, 9428of be 4 to a 0 or 27 5 5 of or 52 6 6 , as or of or 3.2 18 5 334 ; 201。</p><p>8、BRITISH STANDARD BS 1000679: 1983 Universal Decimal Classification Second English full edition FID publication no. 483 UDC 679 Industries based on various processable materials Cable and cordage industries Stone industry UDC 025.45:679 Licensed Copy: sheffieldun sheffieldun, na, Fri Nov 24 03:19:41 GMT+00:00 2006, Uncontrolled Copy, (c) BSI BS 1000679:1983 This British Standard, having been prepared under the direction of the Documentation Standards Committee, was published under t。</p><p>9、04 (011)y a is 679; in of of A in of ) an or of of a be in to of on of a be in or of or is a do in of to a by or is in a by of a on of an a or of a be a of or of by is a .5 0 % of as 1432, a of on on to s is he or to in of of 0 00 3a of in t an of he be as a)a of is b)of of he be a as a or or a of be or or a or of a in an to of of a of t is of by a a on 1)is 18 is 1, 2011. 011. 979. 004 679 04. in to of at 100 700, 9428by to 3725 3301 by a a in or an or on of it to or is to a of or。</p><p>10、中 华人 民共 和国黑 色冶金 行业标 准 V B ,A 6 7 9 - -1 9 9 7 航空 空心铆 钉用1 8 A 薄壁无 缝钢 管规 范，峥Y 1 范 围 1 . 1 主题内容 本规范规定了 航幸空心铆钉用 1 . 2 适用范围 本规范适用于制造空心铆钉用 1 8 A薄壁无缝钢管的要求、 质峡保证规定及交货准备等 1 8 A冷拔( # L 薄壁无缝钢管 引 用文 件 G B2 2 2 -8 4 钢的化学分析用试样取样法及成品化学成分允许偏斧 G B 2 2 8 -8 7 金属拉伸试验方法 G B 2 4 5 -8 2 金属管卷边试验方法 G B 2 1 0 2 - 8 8 钢管的验收、 包装、 标志和质量证明书 G B 4 1 6 3 -8 4 不锈钢管超。</p><p>11、Appendix M 2010 AASHTO Bridge Committee Agenda Item 2010 AASHTO BRIDGE COMMITTEE AGENDA ITEM: SUBJECT: LRFD Bridge Design Specifications: Section 5, High-Strength Steel Reinforcement TECHNICAL COMMITTEE: T-10 Concrete REVISION ADDITION NEW DOCUMENT DESIGN SPEC CONSTRUCTION SPEC MOVABLE SPEC MANUAL FOR BRIDGE SEISMIC GUIDE SPEC COASTAL GUIDE SPEC EVALUATION OTHER DATE PREPARED: DATE REVISED: AGENDA ITEM: Item #1 Revise or add the following definitions in Article 5.2: Tension-Controlle。</p><p>12、Appendix I Crack Control I-1 I.1 Introduction Current design codes address flexural crack width by specifying the spacing of longitudinal reinforcement. The spacing requirements for A615 and A1035 longitudinal and their effect on crack widths are examined in this appendix. I.2 Analytical Evaluation of Flexural Crack Width Requirements The current provision for control of cracking by distribution of longitudinal reinforcement is based on a physical crack model proposed by Frosch (2001). Using cl。</p><p>13、Appendix J Survey Instruments and Results This Appendix contains the following sections J-2 J-1 Survey of Use of High-Strength Steel Reinforcement in BRIDGE Structures J-2 Survey of Use of Stainless Steel Reinforcement in BRIDGE Structures J-3 Jurisdictions Having High Strength Steel Reinforcing Deployed in Bridge Structures J-3 APPENDIX J-1 Survey of Use of High-Strength Steel Reinforcement in BRIDGE Structures State (Province): _________________________ District: _________________________ 1.。</p><p>14、BRITISH STANDARD BS EN 679:1994 Determination of the compressive strength of autoclaved aerated concrete The European Standard EN 679:1993 has the status of a British Standard UDC 666.973.6.035.55:620.178.322 Licensed Copy: sheffieldun sheffieldun, na, Mon Nov 13 16:07:19 GMT+00:00 2006, Uncontrolled Copy, (c) BSI BS EN 679:1994 This British Standard, having been prepared under the direction of Technical Committee B/523, was published under the authority of the Standards Board and comes into eff。</p><p>15、Appendix E Fatigue of High-Strength Reinforcing Steel E-1 E.1 Introduction Fatigue is a process of progressive structural change in a material subjected to transient loads, stresses or strains. Fatigue strength is defined as the maximum transient stress range (S) that may be repeated without causing failure for a specified number of loading cycles (N). The stress range is defined as the algebraic difference between the maximum and the minimum stress in a stress cycle: S = fmax - fmin; that is:。</p><p>16、Appendix K Design Examples K-1 Example 1* Two-Span I-Girder Bridge Continuous for Live Loads (a) Bridge Deck The bridge deck reinforcement using A615 rebars is shown below. * Based on an example prepared as part of “Training Classes on AASHTO LRFD Bridge Specifications,” ODOT, R.A. Miller AASHTO Type IV I girder Zero Skew Effective Width = 96” K-2 Redesign by using A1035 bars with fy = 100 ksi. 3,483(12) = 0.90As(100) 58.25 As(100) 1.7(7.0)(26) ; As= 8.36in2 Provide 28 # 5 bars。</p>