ID 原文 译文
4016 2 For the case of maximum structural temperature drop, the characteristic value of uniform thermal action shall be calculated according to the following expression: 2 对结构最大温降的工况，均匀温度作用标准值按下式计算：
4017 2 For the clayey rock, the specimen with natural moisture may also be adopted when there is no water soaking during construction and service period, and saturation processing may not be carried out. 2 对于黏土质岩，在确保施工期及使用期不致遭水浸泡时，也可采用天然湿度的试样，不进行饱和处理。
4018 2 For the closed curtain, pumping test inside the pit shall be conducted before excavation, the water-level fluctuation and pumping capacity shall be observed through the observation wells in and out of the pit to confirm the waterstop effect and quality of curtain. 2 对封闭式隔水帷幕，在基坑开挖前应进行坑内抽水试验，并通过坑内外的观测井观察水位变化、抽水量变化等确认帷幕的止水效果和质量。
4019 2 For the design of cladding structures, it shall be calculated by the following equation: 2 计算围护结构时，应按下式计算：
4020 2 For the external wall, the material with relatively small vapor permeation resistance shall be selected or the moisture exhaust construction shall be arranged. The external finish coating shall be possessed the ability of waterproofing permeability; 2 外部墙体应选用蒸汽渗透阻较小的材料或设有排湿构造，外饰面涂料应具有防水透气性；
4021 2 For the formwork with concealed structure surface, the maximum deformation value should be 1/250 of the calculated span of form members; 2 对结构表面隐蔽的模板，其挠度限值宜取为模板构件计算跨度的1/250；
4022 2 For the foundation that can't meet the requirements of design, measures shall be taken to conduct foundation reinforcement, increase the bearing capacity of the foundation and at the same time, measures to improve the overall rigidity of ice masonries shall be taken; 2 地基不能满足设计要求时，应对地基进行加固处理，以提高地基承载力，同时采取提高冰砌体整体刚度的措施；
4023 2 For the installation holes of the heads on the rail, height of their center to the rail base, the hole diameter and the space between the holes shall meet relevant technical requirements; and the installation space between the two adjacent heads shall meet the design requirements. 2 磁头在钢轨上的安装孔中心距轨底高度、孔径、孔与孔的间距应符合相关技术要求，两相邻磁头的安装间距应符合设计要求。
4024 2 For the isolated foundation under columns with the shorter side dimension of foundation base less than or equal to column width plus twice the effective height of foundation and the strip foundation under walls, the shear capacity shall be checked at the joints of column (wall) and foundation; 2 对基础底面短边尺寸小于或等于柱宽加两倍基础有效高度的柱下独立基础，以及墙下条形基础，应验算柱(墙)与基础交接处的基础受剪切承载力；
4025 2 For the load-bearing brick, the ratio of bending-compressive strength shall not be less than that specified in Table 3.2.2-1. 2 承重砖的折压比不应小于表3.2.2-1的要求；