ID 原文 译文
3085 14.3 Elevation Control Network Survey 14.3 高程控制网
3086 14.3 Fabrication of Rods 14.3 撑杆制作
3087 14.3 High-strength Bolts 14.3 高强度螺栓
3088 14.3 Quality Control 14.3 质量控制
3089 14.3.1 High-strength bolt connector entering into site shall be subjected to re-inspection and re-inspection data shall be in accordance with relevant requirements of the current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures. Re-inspection data for torque coefficient of high-strength large hexagon head bolt connector shall not only meet the relevant requirements, but also be regarded as parameter for screwing. 14.3.1 对进入现场的高强度螺栓连接副应进行复检，复检的数据应符合现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定，对于大六角头高强度螺栓连接副的扭矩系数复检数据除应符合规定外，尚可作为施拧的参数。
3090 14.3.1 Prestressed rods and their parts should be fabricated locally on site. 14.3.1 预应力撑杆及其部件宜在现场就近制作。
3091 14.3.1 The dominant items shall meet the following requirements: 14.3.1 主控项目应符合下列规定：
3092 14.3.1 The first grade elevation control network survey shall be arranged according to closed loop, annexed line or node network. 14.3.1 首级高程控制网应按闭合环线、附合路线或结点网形布设。
3093 14.3.2 As for friction-type connection of high-strength bolt, antiskid coefficient of friction surface shall be tested according to those specified in current national standard GB 50205 Code for Acceptance of Construction Quality of Steel Structures and design document. 14.3.2 对于高强度螺栓摩擦型连接，应按现行国家标准《钢结构工程施工质量验收规范》GB 50205的规定和设计文件要求对摩擦面的抗滑移系数进行测试。
3094 14.3.2 Rod legs on each side are composed of two angle steels and welded into channel-section composite legs (hereinafter referred to as composite legs) with steel batten plate. 14.3.2 撑杆的每侧杆肢由两根角钢组成，并以钢缀板焊接成槽形截面组合肢 （简称组合肢）。