ID 原文 译文
3826 2 Conduct joint drawing review and in-depth design according to green construction requirements. 2 根据绿色施工要求进行图纸会审和深化设计。
3827 2 Conducting maintenance, configuration, operating parameter definition, system database formation and user interface modification for the software of building automatic systems along the whole line. 2 对全线环境与设备监控系统软件进行维护、组态、运行参数的定义、系统数据库的形成及用户操作界面的修改等。
3828 2 Conducting remote software download, software maintenance, fault inquiry and software failure treatment for the automatic fire alarm control panel at station level. 2 对车站级火灾自动报警控制盘进行远程软件下载、软件维护、故障查询和软件故障处理。
3829 2 Conformity of discharged concrete workability to mix design requirements; 2 出机混凝土工作性与配合比设计要求的一致性；
3830 2 Connecting component shall meet the technical performance requirements of the current standard JG 149 External Thermal Insulation Composite Systems Based on Expanded Polystyrene. 2 连接部件应满足现行行业标准《膨胀聚苯板薄抹灰外墙外保温系统》JG 149的技术性能指标要求。
3831 2 Connecting conductors shall be led from two places of the grounding device to connect with the indoor main equipotential grounding terminal board; the sectional area of the connecting conductor of grounding device and indoor main equipotential grounding terminal board shall not be less than 50mm2 for copper grounding wire and shall not be less than 80mm2 for steel grounding wire; 2 应在接地装置两处引连接导体与室内总等电位接地端子板相连接，接地装置与室内总等电位连接带的连接导体截面积，铜质接地线不应小于50mm2，钢质接地线不应小于80mm2；
3832 2 Connecting mode, joint position and quantity, joint area percentage, overlapping length, anchoring mode and anchoring length of rebars; 2 钢筋的连接方式、接头位置、接头质量、接头面积百分率、搭接长度、锚固方式及锚固长度；
3833 2 Connecting type and quality of the supplemented steel bars with the existing steel bars; 2 补配钢筋和原钢筋的连接方式及质量；
3834 2 Connection of alarm wire cables shall be done in the terminal box or dividing box, and conductor connection shall be adopted reliable crimping or welding; 2 报警线缆连接应在端子箱或分支盒内进行，导线连接应采用可靠压接或焊接；
3835 2 Consistency and bleeding rate after in-situ mixing and strength of test specimens in accordance with acceptance requirements; 2 现场搅拌后检查稠度、泌水率，并根据验收规定检查试块强度；