ID 原文 译文
6742 3 The communication interface and protocol of integrated subsystem shall meet the integration function and performance requirements; the physical interface should be adopted RS-232, RS-485, Ethernet and international standard interface; 3 集成子系统的通信接口和通信协议应满足集成功能和性能要求，物理接口宜采用RS-232、RS-485、以太网和国际规范标准接口；
6743 3 The comparatively percentage of moisture of other non-fired brick should be 40% ~50%. 3 其他非烧结类砖的相对含水率宜为40%～50%。
6744 3 The conclusion and treatment method of system test shall meet those specified in Article 3.4.4 of the current national standard GB 50339-2003 Code for Acceptance of Quality of Intelligent Building Systems. 3 系统检测的结论与处理方法应符合现行国家标准《智能建筑工程质量验收规范》GB 50339-2003第3.4.4条规定。
6745 3 The concrete block hole, at least one beside the opening of the wall, shall be arranged with steel bars and grouted. The steel bars shall be anchored in the patand or ring beam; 3 混凝土小型空心砌块房屋的门窗洞口，其两侧不少于一个孔洞中应配置钢筋并用灌孔混凝土灌芯，钢筋应在基础梁或楼层圈梁中锚固；
6746 3 The concrete with requirements for permeability and freeze-thaw resistance should adopt Portland cement or ordinary Portland cement; 3 有抗渗、抗冻融要求的混凝土，宜选用硅酸盐水泥或普通硅酸盐水泥；
6747 3 The configuration management, performance management and fault management shall be carried out for the master clock, slave clock and time server in the system through the supervisory control computer; 3 应通过监控计算机对系统中的母钟、子钟、时间服务器进行配置管理、性能管理、故障管理；
6748 3 The configuration, realization function and operation condition of application software system shall be clearly filled in and appropriate rights shall be configured for the test users. 3 对应用软件系统的配置、实现功能、运行状况应明确填写，并应为测试用户配置适当权限。
6749 3 The connecting mode, connecting position and quantity, connecting area percentage, overlapping length, anchoring mode and anchoring length of rebars; 3 钢筋的连接方式、接头位置、接头数量、接头面积百分率、搭接长度、锚固方式及锚固长度；
6750 3 The connection between unidirectional foundation beams and columns may be in accordance with Figure 8.4.13b and Figure 8.4.13c; 3 单向基础梁与柱的连接，可按图8.4.13b、c采用；
6751 3 The connection of the diaphragm wall and main structure shall be subjected to design calculation according to stress feature and connection rigidity. 3 地下连续墙与主体结构的连接应根据其受力特性和连接刚度进行设计计算。