ID |
原文 |
译文 |
6312 |
3 For excavation engineering with Grade-A design grade in area of high underground water level, the specific design for underground water control shall be carried out in accordance with Section 9.9 of this Code. |
3 高地下水位地区设计等级为甲级的基坑工程,应按本规范第9.9节的规定进行地下水控制的专项设计。 |
6313 |
3 For gymnastics events, direct glare from luminaires or daylight and indirect glare from the glossy surface to the athletes shall be avoided. |
3 体操应避免灯具和天然光对运动员造成的直接眩光和光泽表面对运动员造成的间接眩光; |
6314 |
3 For hardware devices and materials, keep focus on inspecting such items as the safety, reliability and electromagnetic compatibility. |
3 硬件设备及材料应重点检查安全性、可靠性及电磁兼容性等项目。 |
6315 |
3 For high temperature places, luminaires with good heat dissipation performance and high temperature resistance should be adopted. |
3 高温场所,宜采用散热性能好、耐高温的灯具; |
6316 |
3 For ice and snow landscape lighting, the quality of lighting direct glare Level (UGR value) shall follow Table 4.6.3-2. |
3 冰雪景观建筑照明灯光直接眩光限制质量等级统一眩光值(UGR)应符合表4.6.3-2的规定。 |
6317 |
3 For important testing items, total inspection shall be adopted when quick and easy inspection method is available; |
3 对重要的检验项目,当有简易快速的检验方法时,选用全数检验方案; |
6318 |
3 For important usage buildings and structures with complicated shape configurations, it shall be determined by means of wind tunnel test. |
3 对于重要且体型复杂的房屋和构筑物,应由风洞试验确定。 |
6319 |
3 For intersected strip foundation, the column load on the intersection may be distributed in accordance with static equilibrium condition and deformation compatibility condition. The internal forces may be calculated respectively in accordance with requirements above in this article. |
3 对交叉条形基础,交点上的柱荷载,可按静力平衡条件及变形协调条件,进行分配。其内力可按本条上述规定,分别进行计算。 |
6320 |
3 For karst cave (crack) with an area not exceeding 25% of foundation base area and the deposit inside difficult to be removed, reinforced concrete raft should be arranged at the opening position, the width of raft shall be greater than that of opening, and measures shall be taken against any sliding of raft towards the direction of opening. |
3 基底有不超过25%基底面积的溶洞(隙)且充填物难以挖除时,宜在洞隙部位设置钢筋混凝土底板,底板宽度应大于洞隙,并采取措施保证底板不向洞隙方向滑移。 |
6321 |
3 For major works with the working radius of the system being larger and the designed flow resistance being higher, variable flow secondary pump system is suggested to be adopted for air conditioning chilled water. |
3 系统作用半径较大、设计水流阻力较高的大型工程,空调冷水宜采用变流量二级泵系统。 |