ID 原文 译文
2925 13.3 Installation of Steel Bar Meshes and Construction of Motor Layers 13.3 钢筋网安装及砂浆面层施工
2926 13.3 Masonry Crack Repairing by Grout 13.3 压浆法
2927 13.3 Outdoor Single Item Test 13.3 室外单项试验
2928 13.3 Quality Control 13.3 质量控制
2929 13.3.1 Brush method, manual roll painting, air spraying and high pressure airless spraying methods may be adopted for the coating of anticorrosive paint layer. 13.3.1 油漆防腐涂装可采用涂刷法、手工滚涂法、空气喷涂法和高压无气喷涂法。
2930 13.3.1 Configuration of steel member shall be free from visible bending deformation and flange plate and end edge shall be straight and flat. 13.3.1 钢构件外观要求无明显弯曲变形，翼缘板、端部边缘平直。
2931 13.3.1 Grouting method, namely pressure grouting, is applicable to treatment of cracks with width greater than 0.5mm and relatively great depth. 13.3.1 压浆法即压力灌浆法，适用于处理裂缝宽度大于0.5mm且深度较深的裂缝。
2932 13.3.1 The dominant items shall meet the following requirements: 13.3.1 主控项目应符合下列规定：
2933 13.3.1 The installation of steel bar meshes and the construction of motor layers shall be carried out layer by layer in foundation-before-superstructure and bottom-up order; the same storey shall be strengthened by sections; procedures established in construction drawings shall not be changed arbitrarily. 13.3.1 钢筋网的安装及砂浆面层的施工，应按先基础后上部结构、由下而上的顺序逐层进行；同一楼层尚应分区段加固；不得擅自改变施工图规定的程序。
2934 13.3.1 The signal test shall meet the following requirements: 13.3.1 信号机试验应符合下列要求：