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本文是根据某乡镇办公综合楼的建筑平面图而进行的结构设计和施工组织设计。结构设计采用手工计算和PKPM软件计算相结合。内力计算包括弯矩、剪力和轴力三部分,它们的值由手工计算和PKPM计算共同进行;钢筋混凝土现浇楼盖的梁、板和楼梯根据荷载进行设计;对内力进行最不利组合,取最不利内力组合值进行框架和基础的设计。最后制订施工方案,合理地安排施工进度,保证安全、按时、按质地完成工程。
This article is based on a township office building floor plan and the structural design and construction organization design. Structural design using a combination of manual calculations and PKPM software calculations. The calculation of internal force includes three parts of bending moment, shear force and axial force, and their values are calculated by manual calculation and PKPM calculation. The beams, slabs and stairs of reinforced concrete cast-in-place floor are designed according to the load; the most unfavorable combination of internal forces, Take the most unfavorable internal force combination value framework and basic design. Finally, formulate the construction plan, arrange the construction schedule reasonably, ensure the safety, finish the project on time and according to the quality.