ID |
原文 |
译文 |
3856 |
2 Demonstration in an exaggerated way with a prominent overall image. The relationship between the local part and the snow building as a whole must be distinctive; |
2 体面关系夸张,表现手法强烈,整体形象突出,体面关系和肌理关系应协调合理; |
3857 |
2 Depth and width of vertical wheelchair platform lift and stair lift shall not be less than 1.20m and 900mm respectively; it shall be arranged with handrail, shield and call control buttons; |
2 垂直升降平台的深度不应小于1.20m,宽度不应小于900mm,应设扶手、挡板及呼叫控制按钮; |
3858 |
2 Design alteration and negotiation record file as well as jointing hearing record of drawing; |
2 设计变更、洽商记录文件及图纸会审记录; |
3859 |
2 Design for the mix ratio of masonry mortar and concrete; |
2 砌筑砂浆及混凝土配合比的设计; |
3860 |
2 Design of pile-type and wall-type retaining structure shall include the following contents: |
2 桩、墙式支护结构的设计应包括下列内容: |
3861 |
2 Design value of the weld strength shall be adopted according to those specified in Table 3.2.4-2. |
2 焊缝强度设计值应按表3.2.4-2采用。 |
3862 |
2 Designation of precast member; |
2 预制构件的标识; |
3863 |
2 Determination of the length of free part and anchorage part, the diameter of anchor grouting and characteristic value of pullout capacity of anchor; |
2 确定锚杆自由段、锚固段长度、锚固体直径、锚杆抗拔承载力特征值; |
3864 |
2 Determining the range of basic variables in the design, such as the range of the ratio between the characteristic value of a variable action and the characteristic value of a permanent action; |
2 确定设计中基本变量的取值范围,如可变作用标准值与永久作用标准值比值的范围; |
3865 |
2 Dewatering risk analysis and dewatering design in terms of foundation excavation; |
2 基坑降水风险分析及降水设计; |