1、摘要摘要 建筑物共 6 层，总高度为 20.4m。结构体系为框架结构，基础选用嵌岩转孔 灌注桩。 抗震设计烈度为 7 度， 框架的抗震等级为三级。 整个设计包括建筑设计、 结构设计和施工设计两部分： 建筑设计部分，首先根据建筑的使用功能确定建筑的初步布局，包括建筑体 系及室内空间布置等，然后结合使用的材料、做法进一步确定具体的尺寸和平面 立面风格等。 结构设计部分主要包括 PKPM 建模与计算，书写计算书和施工图的绘制。 本计算书内容包括如下部分： 1.工程概况 2.结构布置 3.刚度、荷载计算 4.各工况下的内力计算 5.梁、柱截面设计 6.楼梯、楼板与基础设计 关键词：框架；钢筋混凝土；内
2、力计算；结构设计。关键词：框架；钢筋混凝土；内力计算；结构设计。 AbstractAbstract This project is the 3# R&D building of Nanjing KuoRen Membrane materials Ltd. It contains 6 floors and the total height is 20.4 meters. The main structure of this building is a frame structure constructed with reinforced concrete . The foundation is
3、Rock-socket pile. The seismic fortification intensity design degree is 7 and the frame structure is the third class. This project is composed of architecture design , structure design and construction design. Part of the architecture design , according to the construction of the first use of functio
4、n determine the initial layout of the building, including the building shape and layout of the indoor space, and then use a combination of materials, practice further determine the specific size peace, elevation style. The part of structure design contains modeling and calculating by PKPM, writing c
5、alculations and drawing construction plans. The calculations include the following components: 1. The survey of the program. 2. Arrangement of structure members. 3. The calculation of the stiffness and the load. 4. The internal force calculation under a variety of condition. 5. The section design of
6、 the beams and columns. 6. The design of the stairs, floors and foundation. Keywords: Keywords: Framework Reinforced concreteFramework Reinforced concrete Internal force calculation Structure designInternal force calculation Structure design 目录目录 第一章第一章 工程概况工程概况1 1 第二章第二章 结构布置和荷载计算结构布置和荷载计算3 3 2.1 确定计算简图3 2.2 梁、柱截面尺寸及板厚3 2.3 材料强度等级5 2.4 荷载计算
