摘要：本工程为根据嘉禾实业公司发展需要，拟修建商业楼。本工程地面以上4层，建筑面积7680 m2左右，采用钢筋混凝土框架结构体系。本建筑物设防烈度为7 度。

本工程结构设计采用框架结构，结构计算按纵横向框架承重分析。内力计算考虑以下3种荷载作用，即水平地震作用下的内力计算，竖向恒、活载作用下的内力以及重力荷载设计值作用下的内力计算。在进行截面抗震设计时，柱按偏压构件计算，为保证延性框架要“强剪弱弯，强柱弱梁，强节点、弱构件、强锚固”的设计原则，且满足构造要求。77932

本工程以手算为主，取一榀框架计算其在各种荷载情况下的内力，并进行内力组合，取最不利情况对进行配筋计算，此外还进行楼板设计计算、地基基础设计计算、楼梯设计计算，最后用PKPM对整个结构进行电算，在手算的基础上理解电算过程。

毕业论文关键词：建筑设计；框架结构；内力组合；抗震设计

The construction and structure design of Jiahe Commercial Building

Abstract: This project will be built according to the development needs of Jiahe Commercial Company。 This project has 4 floors above ground and the construction area is about 7680 m2。 The reinforced concrete frame system is adopted。 The building has a fortification intensity of 7 degrees。

This engineering construction design adoption the fragment construction。 Being calculating the structure, the lateral structure is lacked as frame system and be analysis。 Construction calculation considers of the action come from three loads, they are horizontal earthquake load, design value of gravity load and representative value of gravity load。 Being underway the design of cross-section anti-seismic, we look the column as stubbornly pressed member to compute。 In the interest of the assurance of the frame-work ability continue, we adhere to the design principle is “stranger column and weaker beam, stranger shear force and weaker bending, stranger joint stronger anchorage”。 And the cross-section must to meet the demand of construction。

The engineering is mainly caculated by hand, besides, it is caculated by software PKPM。 Through the total enginer, I grape most knowledge of frame construction。

Key Words：The Demand of Construction；Frame Construction；The Design of Cross-section Anti-seismic

目  录

摘  要 1

Abstract 2

目  录 3

1。 建筑设计 5

1。1 工程概况及设计依据 5

1。1。1工程概况 5

1。1。2设计依据 5

1。2平面设计 6

1。2。1 总平面设计 6

1。2。2 平面设计 6

1。2。3 剖面设计 7

1。2。4 立面设计 7

1。2。5 交通部分及防火设计 8

1。3 建筑构造设计 8

1。3。1 散水-细石混凝土散水 8

1。3。2 室外台阶-混凝土台阶 8

1。3。3 地面 9

1。3。4 楼面 9

1。3。5 内墙面 9

1。3。6 外墙面 10

1。3。7 踢脚及墙裙