| ID | 原文 | 译文 |
| 5926 | 20 GB/T 5117 Carbon Steel Covered Electrodes | 20 《碳钢焊条》GB/T 5117 |
| 5927 | 20 GB/T 708 Dimension Shape Weight and Error for Cold-rolled Steel Plates and Sheets | 20 《冷轧钢板和钢带的尺寸、外形、重量及允许偏差》 GB/T 708 |
| 5928 | 20 JGJ 28 Technical Specification for Fly Ash Used in Concrete and Mortar | 20 《粉煤灰在混凝土和砂浆中应用技术规程》 JGJ 28 |
| 5929 | 20 JGJ 92 Technical specification for concrete structures prestressed with unbonded tendons | 20《无粘结预应力混凝土结构技术规程》JGJ 92 |
| 5930 | 20.1 General Requirement | 20.1 一般规定 |
| 5931 | 20.1.1 This chapter is applicable to the construction process control and construction quality inspection on undercut anchors and special inverse conical anchors of concrete structures and structure members. | 20.1.1 本章适用于混凝土结构、构件后扩底型锚栓工程和特殊倒锥形锚栓工程的施工过程控制和施工质量检验。 |
| 5932 | 20.1.2 The construction procedures of anchors shall meet the following requirements: | 20.1.2 锚栓工程的施工程序应符合下列规定： |
| 5933 | 20.1.3 After cleaning up and finishing existing structures and structure members, the position of anchors shall be determined by scribing according to the design drawing. If the structure member is built with steel bars inside, it shall detect to see whether the drilling hole is affected; if it is affected, it shall be immediately inform the design unit for treatment. | 20.1.3 原结构、构件清理、修整后，应按设计图纸进行画线确定锚栓位置；若构件内部配有钢筋，尚应探测其对钻孔有无影响。 |
| 5934 | 20.1.4 The construction environment of anchors shall meet the following requirements: | 20.1.4 锚栓工程的施工环境应符合下列要求： |
| 5935 | 20.2 Installation of Anchors | 20.2 锚栓安装施工 |