| ID | 原文 | 译文 |
| 6612 | 3 Records on grouting inspection. | 3 灌浆质量检查灌浆记录。 |
| 6613 | 3 Rectifier and luminaire of lighting equipment. | 3 照明设备的整流器、灯具。 |
| 6614 | 3 Reducing valves shall be arranged for distributing branch with water pressure at the water supply points larger than 0. 2MPa, but they shall meet the requirements of minimum working pressure of water supply auxiliaries. | 3 用水点处水压大于0.2MPa的配水支管应设置减压阀，但应满足给水配件最低工作压力的要求； |
| 6615 | 3 Reheating air handling mode is not suggested to be adopted. | 3 不宜采用再热空气处理方式。 |
| 6616 | 3 Reinforcement per linear meter of width of strip foundation slab under walls shall not only meet the requirements for calculation and minimum reinforcement ratio, but also the constructional requirements in Item 3 of Article 8.2.1 of this code. | 3 墙下条形基础底板每延米宽度的配筋除满足计算和最小配筋率要求外，尚应符合本规范第8.2.1条第3款的构造要求。 |
| 6617 | 3 Reinforcement skeleton diameter: ±10mm; | 3 钢筋骨架直径：±10mm； |
| 6618 | 3 Relative difference in elevation refers to the relative height difference after plastering of surface on anchor bolt foundation or insertion type foundation leveling mark. | 3 相对高差是指地脚螺栓基础抹面后的相对高差或插入式基础的操平印记的相对高差。 |
| 6619 | 3 Remain electrical compound grease and tighten connection bolts evenly one by one. | 3 保留电力复合脂，并应逐个均匀地拧紧连接螺栓。 |
| 6620 | 3 Requirement of anti-seepage stability at the bottom and periphery of excavation shall be satisfied; | 3 满足坑底和侧壁抗渗流稳定的要求； |
| 6621 | 3 Residential buildings with building area larger than 50, 000m2 and with recycle water volume larger than 150 m3/d. | 3 建筑面积大于5万m2且可回收水量大于150m3/d的住宅建筑。 |