河北省邯郸市某高校图书馆设计毕业论文
2020-05-17 21:41:34
摘 要
毕业设计是专业课教学的综合实践性教学环节，是对大学四年来所学内容的复习和巩固。本设计主要是进行了结构方案中横向框架6轴框架的设计。在确定框架布局之后，进行了层间荷载代表值的计算，利用顶点位移法求出自震周期下的结构弯矩、剪力、以及轴力。然后计算竖向荷载，包括恒载、活载和雪载，在这些荷载作用下结构的内力，找出最不利的组合，然后选出最安全的计算结果配筋并绘图。此外还进行了室内楼梯、楼盖以及基础的设计，并将手算结果与电算结果进行校核、分析。
关键词：建筑设计 框架结构 钢筋混凝土 PKPM
Design of a university library in Handan City, Hebei Province
Abstract
Graduation design is a comprehensive practical teaching of specialized course teaching, the contents of the review for four years. This design is mainly the design of transverse frame structure scheme of axis6 framework. In determining the distribution framework, the weight of each floor is calculated, using the vertex from the displacement method for moment, shear, and the earthquake cycle under axial force. Then calculate vertical load, including dead load, live load and snow load, internal forces in the structure of these loads, find the most unfavorable combination, and then select the calculation results the most secure and reinforcement drawings. In addition to the interior design of the stairs, floor and foundation, and will hand count the results of computer check, analysis results.
Key words ：Architectural design Frames structure Reinforced concrete PKPM
楼层 | 构件 | 弯矩 | (手算值-机算值)/手算值（％） | 楼层 | 构件 | 弯矩 | (手算值-机算值)/手算值（％） | ||||
机算值 | 手算值 | 机算值 | 手算值 | ||||||||
4 | 边柱 | 柱顶 | -68.7 | -67.22 | -2.20% | 1 | 边柱 | 柱顶 | -25.6 | -23.53 | 8.80% |
柱底 | -52.2 | -50.81 | -2.74% | 柱底 | -13.2 | -11.77 | 12.15% | ||||
中柱 | 柱顶 | 70.3 | 65.13 | -7.94% | 中柱 | 柱顶 | 22.6 | 21.58 | 4.73% | ||
柱底 | 49.8 | 46.01 | -8.24% | 柱底 | 9.7 | 10.8 | -10.19% | ||||
边跨梁 | 边支座 | 79.6 | 74.37 | -7.03% | 边跨梁 | 边支座 | 88.7 | 82.97 | 6.91% | ||
跨中 | -96.6 | -104.23 | 7.32% | 跨中 | -84 | -88.77 | -5.37% | ||||
中支座 | -91 | -83.96 | -8.38% | 中支座 | -90.8 | -87.13 | 4.21% | ||||
中跨梁 | 支座 | 13.1 | 12.24 | -7.03% | 中跨梁 | 支座 | 9.3 | 8.59 | 8.27% | ||
3 | 边柱 | 柱顶 | -37.3 | -34.81 | -7.15% | ||||||
柱底 | -37.5 | -34.83 | -7.67% | ||||||||
中柱 | 柱顶 | 35.5 | 32.66 | -8.70% | |||||||
柱底 | 36.2 | 34.31 | -5.51% | ||||||||
边跨梁 | 边支座 | 96.3 | 93.21 | -3.32% | |||||||
跨中 | -77.4 | -79.75 | 2.95% | ||||||||
中支座 | -96 | -94.92 | -1.14% | ||||||||
中跨梁 | 支座 | 6.6 | 6.03 | -9.45% | |||||||
2 | 边柱 | 柱顶 | -46.8 | -45.84 | -2.09% | ||||||
柱底 | -54.5 | -51.81 | -5.19% | ||||||||
中柱 | 柱顶 | 42.6 | 41.42 | -2.85% | |||||||
柱底 | 48.7 | 46.88 | -3.88% | ||||||||
边跨梁 | 边支座 | 94.1 | 88.28 | -6.59% | |||||||
跨中 | -73.8 | -82.88 | 10.96% | ||||||||
中支座 | -94.4 | -93.59 | -0.87% | ||||||||
中跨梁 | 支座 | 7.4 | 6.63 | -11.61% | |||||||
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