ID 原文 译文
4556 2 The criteria in relevant standards may be not reasonable for the verification of the serviceability of structure. 2 相关标准提出的质量控制指标不能准确反映结构适用性状况。
4557 2 The crossing point of X type guy line shall remain space to avoid mutual collision; 2 X型拉线的交叉点处应留有空隙，避免相互磨碰；
4558 2 The curing time of concrete by watering: shall not be less than 7d for the concrete prepared with Portland cement, ordinary Portland cement or Portland slag cement and shall not be less than 14d for the concrete mixed with retarder or designed with impermeability requirement; 2 混凝土浇水养护的时间：对采用硅酸盐水泥、普通硅酸盐水泥或矿渣硅酸盐水泥拌制的混凝土，不得少于7d；对掺用缓凝剂或有抗渗要求的混凝土，不得少于14d；
4559 2 The data and state displayed at the workstation shall be inspected and be consistent with the reading and state on site; 2 检查工作站所显示的数据、状态应与现场的读数、状态一致；
4560 2 The data read by the workstation shall be inspected and the alarm signals of transformer, generating unit, distribution box and distribution cabinet shall be verified. 2 检查工作站读取的数据，应对变压器、发电机组及配电箱、配电柜等的报警信号进行验证。
4561 2 The dead weight of ice masonries shall be 9. 2kN/m3; 2 冰砌体自重应取9.20kN/m3；
4562 2 The deformation of the steel columns under the influence of the sunlight temperature difference and wind force; 2 钢柱受日照温差、风力影响的变形；
4563 2 The delivery inspection report of the product shall be inspected according to the inspection items and qualified indexes specified in Table 4.10.1, and the items, including the fluidity and compressive strength of the grout as well as the normal tensile bonding strength between the grout and concrete, shall be tested repeatedly through evidential sampling. 2 应按表4.10.1规定的检验项目与合格指标，检查产品出厂检验报告，并见证取样复验其浆体流动度、抗压强度及其与混凝土正拉粘结强度等3个项目。
4564 2 The design of the ice and snow landscapes of architecture and art categories; 2 建筑类、艺术类冰雪景观设计；
4565 2 The design scheme, fundamental assumption and computational model are reasonable and valid; 2 设计方案、基本假定和计算模型合理，数据运用正确；