ID 原文 译文
2275 10.3.1 The characteristic value of impact load caused by elevators may be taken as total weight of elevator’s self-weight and passenger’s weight multiplied by a factor of 4.0~6.0. 10.3.1 电梯竖向撞击荷载标准值可在电梯总重力荷载的(4～6)倍范围内选取。
2276 10.3.1 The dominant items shall meet the following requirements: 10.3.1 主控项目应符合下列规定：
2277 10.3.1 The earthing devices shall be subject to site inspection and shall meet the design requirements and the requirements of the relevant product standards for specifications, type and quality. 10.3.1 接地装置进场时应进行检查，其型号、规格、质量应符合设计要求及相关产品标准的规定。
2278 10.3.1 The heating and cooling energy consumption indexes shall be the control tar-gets by performance design method. 10.3.1 性能化设计应以采暖、空调能耗指标作为节能控制目标。
2279 10.3.1 The preparation and application of the structural adhesive specially used for dipping and bonding shall be carried out according to those specified in the manufacturer's instruction; low speed blender shall be adopted to intensively mix; the liquid adhesive after mixing shall be uniform in color without bubbles; its initial viscosity shall meet the requirements in Table 4.4.6 of this code; measures to prevent water, oil, dust and other dirt entering shall be taken after the liquid adhesive is injected in to the adhesive container. 10.3.1 浸渍、粘结专用的结构胶粘剂，其配制和使用应按产品使用说明书的规定进行；拌合应采用低速搅拌机充分搅拌；拌好的胶液色泽应均匀、无气泡；其初黏度应符合本规范表4.4.6的要求；胶液注入盛胶容器后，应采取措施防止水、油、灰尘等杂质混入。
2280 10.3.1 The quality inspection of filler wall masonry shall also meet the requirements in Articles 6.3.1, 6.3.2, 7.4.1, 7.4.2 and 9.4.3 besides those specified in this chapter. 10.3.1 填充墙砌体的质量检查，除应符合本章规定外，尚应符合本规范第6.3.1、6.3.2、7.4.1、7.4.2、9.4.3条的规定。
2281 10.3.2 During filler wall masonry engineering construction, the following dominant items and general items shall be inspected to form inspection records: 10.3.2 填充墙砌体工程施工中，应对下列主控项目及一般项目进行检查，并应形成检查记录：
2282 10.3.2 General items shall meet the following requirements: 10.3.2 一般项目应符合下列规定：
2283 10.3.2 Impact load caused by vehicles may be determined in accordance with the following provisions: 10.3.2 汽车的撞击荷载可按下列规定采用：
2284 10.3.2 Monitoring for excavation shall be carried out according to the design requirements, thus toachieve dynamic design and informational construction. 10.3.2 基坑开挖应根据设计要求进行监测，实施动态设计和信息化施工。