ID 原文 译文
2705 12.1.8 Materials shall not be stacked within 2.0m of the edge of foundation trench or pit; where materials are stacked beyond 2.0m, the stacking height shall not be greater than 1.5m. 12.1.8 距基槽或基坑边沿2.0m 以内不得堆放物料；当在2.0m以外堆放物料时，堆置高度不应大于1.5m。
2706 12.1.8 One of the following methods may be adopted for connection between steel tie rod and external reinforced concrete ring beam: 12.1.8 钢拉杆与外加钢筋混凝土圈梁可采用下列方法之一进行连接：
2707 12.1.9 Before foundation masonry, the stability of side slopes of foundation pit and trench shall be inspected carefully; where collapse danger exists or the support is unfirm, reliable measures shall be taken. 12.1.9 基础砌筑前应仔细检查基坑和基槽边坡的稳定性，当有塌方危险或支撑不牢固时，应釆取可靠措施。
2708 12.1.9 The specification for angle ring beam shall not be less than L80mm×6mm or L75mm×6mm; the angle ring beam shall be tied to the wall with ordinary bolt every other 1m~1.5m; and the diameter of screw rod shall be greater than or equal to 12mm. 12.1.9 角钢圈梁的规格不应小于∟80mm×6mm或∟75mm×6mm，并应每隔1m～1.5m，与墙体用普通螺栓拉结，螺杆直径不应小于12mm。
2709 12.2 Design of Fire Resistance 12.2 防火设计
2710 12.2 Environmental Protection 12.2 环境保护
2711 12.2 Equipment Installation 12.2 设备安装
2712 12.2 Equipment Marking 12.2 设备标识
2713 12.2 Interface Treatment 12.2 界面处理
2714 12.2 Strengthening with Adding Constructional Column 12.2 增设构造柱加固