海鹰时装有限公司车间结构设计

海鹰时装有限公司车间结构设计

^论文编号:TM122 ^论文字数:17872,页数:80 附任务书，开题报告，文献综述，外文翻译，CAD图

摘要：本服装厂车间结构设计，总建筑面积约为2500㎡，底层占地面积约为780㎡，总高为15.72m，属多层建筑。地震设防烈度为六度，抗震等级为四级；建筑结构安全等级二级，设计使用年限为50年，设计中不考虑抗震计算。本方案采用钢筋混凝土现浇框架结构，主体结构为双向承重框架。在进行荷载计算和构件截面估算后，选取一榀框架进行计算，用分层法算出内力，并对最不利荷载组合进行分析，通过D值法求出风荷载，进而进行框架梁柱截面设计。并选取部分楼面板、连续梁、楼梯、雨蓬、檐沟、桩基础进行设计。本方案基础形式采用桩基础，楼梯为钢筋混凝土现浇板式楼梯。整个方案设计基本符合设计和结构要求，具有一定的创造性和合理性。

关键词：钢筋混凝土结构设计荷载计算桩基础

Abstract: The project is designed garment factory workshop structures. The total construction area of about 2500 ㎡ and bottom covers about 780 ㎡, the total high is 15.72 m, is a multi-storey building. the earthquake intensity is six degrees to set up defences, the forth grade antidetonation, Structural safety grade two and the design life span of 50 years. Design not consider seismic calculations. The program used cast-in-place reinforced concrete frame structure, the main load-bearing structure of the two-way framework. Conducting load calculation and after estimating beam, select a framework for load calculations, using layered calculated forces, later analysis the most unfavorable load portfolio ,through D value derived wind load, and then cross-section beams framework for the design. And select some floor panels, continuous beams, staircases, rain shelter valleys and gutters, the pile foundation design. This basic form is pile, the stair is the stair of cast-in-place modes in Chinese operatic music of armored concrete . The whole conceptual design accords with the design and structure demand basically, have certain creativity and rationality.

Keywords: Reinforced Concrete Structural Design Load Calculation
Pile Foundation

一设计资料 1
二初估梁柱截面尺寸 1
三荷载计算 3
    1.恒载计算 3
    2.活荷载计算 5
    3.风荷载计算 7
四荷载作用下框架内力分析 8
    1.恒载作用下内力计算 8
    2.活载作用下内力计算 18
    3.风载作用下内力计算 23
五荷载组合和内力组合 27
    1.梁的内力组合 27
    2.柱的内力组合 30
六框架梁柱配筋 32
    1.框架梁配筋 32
    2.框架柱配筋 37
七基础设计 63
    1.荷载设计值 63
    2.计算单桩承载力 63
    3.桩基础设计 64
八构件计算 66
    1.楼板计算 66
      (1) 1号楼板计算 66
      (2) 2号楼板计算 69
      (3) 3号楼板计算 72
    2.楼梯计算 75
      (1)楼梯板计算 75
      (2)平台板计算 76
      (3)平台梁计算 77
    3.雨蓬的设计计算 77
致谢 79
参考文献 80
附录电算计算书地质报告

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