桦南县御景豪庭小区住宅楼设计计算书.docVIP

桦南县御景豪庭小区住宅楼设计 摘要 本工程为多层单元住宅，建筑面积5576.80m2，占地面积2000m2，六层，总高19.600m，采混合结构，基础为墙下条形基础。设计基准期50年，结构安全等级为二级，抗震设防烈度为7度。建筑设计本着“功能适用，经济合理，造型美观，环境相宜”的原则，以国家相应规范、标准为依据，完成了设计任务书所要求的建筑平面设计，并在此基础上进行了立面、剖面、建筑详图设计，共画出建筑图5张。结构设计本着“安全，适用，耐久”的原则，进行了竖向荷载汇集，水平荷载汇集，内力计算，内力组合，结构抗震验算，板、梁、楼梯、雨蓬、基础等结构构件的设计，共画出结构图8张。 关键词： 多层单元住宅；混合结构；条形基础；荷载；弯矩 Abstract This is a design for many layers unit residence floor. Its building area is 5576.80 m2 and it will cover a field of 2000 m2. It is a 6- floor building with 20.500-meters high. brick structure and strip foundation are used for this building. The design working life is 50 years, and the safety class is 2. The seismic fortification intensity is 7. On the principle of “applicable, economical, beautiful and harmonious with the environment” on architectural design, and conforming to correlative codes and standards, architectural plan design required in the design assignment are accomplished. Based on these, elevation, section and detail drawing are designed. The number of total architectural drawings is 5.On the principle of “safe, applicable and durable” on structural design, vertical load and horizontal load acting on the building are calculated. Internal force of structure is figured out. In addition, internal force combination and seismic check for the structure are given. Slab, beam, column, stair canopy and foundation are designed. The number of total structural drawings is 8. Keywords: multi unit housing ;concrete structure ;strip foundation; Load; Bending moment 目录 摘要 I Abstract II 第1章 绪论 - 1 - 1.2目的、意义、学术价值 - 2 - 1.3国内外研究现状 - 2 - 1.4本选题研究思路及方法 - 2 - 第2章 荷载汇集 - 2 - 2.1屋面荷载 - 2 - 2.1.1恒荷载 - 2 - 2.1.2活荷载 - 2 - 2.2楼面荷载 - 2 - 2.2.1恒荷载 - 2 - 2.2.2活荷载 - 2 - 2.3墙体荷载 - 2 - 2.3.1外墙 - 2 - 2.3.2内墙 - 2 - 2.3.3楼梯间墙 - 2 - 2.3.4女儿墙 - 2 - 2.4梁荷载 - 2 - 2.5构造柱荷载 - 2 - 2.6门窗荷载 - 2 - 第3章 确定计算简图 - 2 - 3.1初估截面尺寸 - 2 - 3.2柱线刚度计算 - 2 - 第4章 墙体高厚比验算 - 2 - 4.1外纵墙高厚比验算 - 2 - 4.2内纵墙高厚比验算 - 2 - 4.3外横墙高厚比验算 - 2 - 4.4内横墙高厚比验算 - 2 - 第5章