ID 原文 译文
1833 1-Natural ground elevation; 2-Foundation base elevation; 3-Average additional stress influence coefficient a-curve; 4-i-1 layer; 5-i layer 1-天然地面标高；2-基底标高；3-平均附加应力系数 α 曲线；4-i-1层；5-i层
1834 1-Oblique section at most unfavorable side of punching shear failure cone; 2-The bottom line of punching shear failure cone 1-冲切破坏锥体最不利一侧的斜截面；2-冲切破坏锥体的底面线
1835 1-Oblique section of punching shear failure cone; 2-Foundation beam; 3-Base slab 1-冲切破坏锥体的斜截面；2-梁；3-底板
1836 1-Rock slope; 2-Filling 1-岩石边坡；2-填土
1837 1-Soilstratum; 2-Transverse tie beam; 3-Support anchor; 4-Face panel; 5-Protective anchor; 6-Rock 1-土层；2-横向连系梁；3-支护锚杆；4-面板；5-防护锚杆；6-岩石
1838 1-Transverse stirrup φ8@150 within the wall of cupped foundation; 2-Top layer welded re mesh; 3-Longitudinal rebars inserted at the bottom of the foundation shall not be less than one piece every meter; 4-Rebars at four corners of short column is not less than φ20 generally; 5-For the longitudinal rebars at longer side of the short column, when h3≤1000, use φ12@300; when h3>1000, use φ16@300; 6-In accordance with constructional requirements; 7-Longitudinal rebars at shorter side of short column shall not be less than 0.05% b3h3 at each side (not less than φ12@300) 1-杯口壁内横向箍筋φ8@150；2-顶层焊接钢筋网；3-插入基础底部的纵向钢筋不应少于每米1根；4-短柱四角钢筋一般不小于 20；5-短柱长边纵向钢筋当h3≤1000用φ12@300，当h3＞1000用 16@300；6-按构造要求；7-短柱短边纵向钢筋每边不小于0.05%b3h3（不小于φ12@300）
1839 1-Wall; 2-Diameter of stirrups ≥6mm; 3-The length of pile top entered into cap ≥50mm; 4-Main rebars in the cap beam shall not only be provided according to calculation but also meet the requirement of the minimum reinforcement ratio; 5-C10 concrete cushion with 100mm thickness 1-墙；2-箍筋直径≥6mm；3-桩顶入承台≥50mm；4-承台梁内主筋除须按计算配筋外尚应满足最小配筋率；5-垫层100mm厚C10混凝土
1840 1-Zone of each double-slope roof is in accordance with Figure4.2.2-4c. 1—每个双坡屋面分区按图4.2.2-4c执行
1841 1-column; 2-double nuts and base plate; 3-baseplate; 4-anchor bolt 1—柱；2—双螺母及垫板；3—底板；4—锚栓
1842 1-column; 2-stiffening plate; 3-anchor bolt support bracket; 4-baseplate; 5-anchor bolt 1—柱；2—加劲板；3—锚栓支承托座；4—底板；5—锚栓