说明1 梁定位详见相应的结构平面图2 本图中x代表层号 x=3 未注明的梁面标高为相应的结构楼层标高H,详见右图（未注明的梁面标高为9m）4 BKL按剪力墙连梁构造施工 梁高范围内，两侧墙钢筋应拉通配置，梁钢筋锚入两端剪力墙内》6005 所有主次梁相交处，,在主梁上和次梁两侧均附加3根箍筋，间距50，直径与肢数同主梁箍筋，6 未注明的附加吊钢筋均为2@127 2层轴线3-23~3-30局部梁配筋平面图另详结构施工图
说明
1 梁定位详见相应的结构平面图
2 本图中x代表层号 x=
3 未注明的梁面标高为相应的结构楼层标高H,详见右图
（未注明的梁面标高为9m）
4 BKL按剪力墙连梁构造施工
梁高范围内，两侧墙钢筋应拉通配置，梁钢筋锚入两端剪力墙内》600
5 所有主次梁相交处，,在主梁上和次梁两侧均附加3根箍筋，间距50，直径与肢数同主梁箍筋，
6 未注明的附加吊钢筋均为2@12
7 2层轴线3-23~3-30局部梁配筋平面图另详结构施工图
把上面几句话翻译成英语 ，本来我是翻译了 但是怕翻译的外国人看不懂 ，这个是翻译给留学生看的 请大家指教啊
2楼
1 seeing the position of beams in the correspond structural plane drawing
2 x stand for the number of layer in this drawing ,x=13~18
3 the unspecified height of the face of beam is the height H of corresponding layer of building showed the details in the right chart
4 bkll is constructed following by the construction of coupling wall-beam,the steel of both wall sides should be full-extend within the height of beam ,the length of the beam bar should extend into the two ends of shear wall by more than 600
5 The both sides of the main beam and secondary beam are attached 3 stirrups, spacing 50mm, the same diameter and the same number of limb with the main beam stirrups, in the intersection of all primary and secondary beam
6 The unspecified additional hanging bars are
7 the second axles 3-23~3-30 in the partial plane drawing of structure and the plane structural drawing for resisting collapse can be seeing in the structural work drawing-44.
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