摘要该工程为办公楼,位于邯郸市市区,抗震设防为 7 度.考虑到现在趋势的进展以及以后造的要求,该工程采纳框架结构,该办公楼为 4 层,底层高度 3.9 米.总建筑面积 3900 平米.总设计思路建筑设计:根据设计任务书及甲方要求,结合相关的建筑,防火等法律规范,地势要求,考虑建筑用途及要求确定建筑平面,从周围环境的影响到艺术美观效果建立美观有用的外观形象.结构设计:在建筑结构的两个主轴方向分别考虑水平地震作用,各方面的水平地震作用应全部由该方向的抗测力构件承担,采纳框架结构设计的近似法求解内力.即:求竖向荷载作用下的内力按无侧移钢架用弯矩二次分配法,求水平地震作用下的内力按三角形分布用 D 值法,按弹性理论计算板的内力,最后利用钢筋混凝土的相关原理进行构件配筋计算及校核. AbstractThat engineering is a office building. That locates in HANDAN city. Defend for earthquake the intensity to 7 degrees. In consideration of the development of the trend and later on request that engineering that reform adoption frame construction the floor has only 4 layers. First floor is 3.9m.standard are high in multiple layer 3.3m.total building area 3900 sq mTotal design way of thinking:Building design: According to the design mission book and the first party request, join together the relate building prevent fire to wait the norm, geography request , consider to construct the use and request the certain building flat surface. and environmentally affect the beautiful result of art to establish and beautiful and practical external appearance image from surroundings.Construction design : In two principal axis directions that building the construction consider the level earthquake the function, everyones the anti dint for of level earthquake function should all from should direction the piece to undertake, adopt the frame what construction design to look like the method to beg to solve the inside dint respectively. Namely: The that beg the insi...
