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吃货JyHl
首页 > 期刊论文 > 独立基础设计毕业论文

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Q小茗同学

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觉得够意思就给分,找更多到 摘 要 在当今工程实际中,框架结构是应用非常广泛的一种结构布置形式。它的钢及水泥用量随然比较大,造价也比混合结构高,但具有梁柱承重,墙体只起分隔和围护的作用,房间布置比较灵活,门窗开置的大小、形状都较为自由的特点。 本文将对办公楼进行建筑设计,并对设计给予相应的说明,详诉本办公楼的结构布置,根据建筑设计和相关规范条款给出合理的柱网图;在综合考虑了结构在各种恒载、活载、风荷载以及地震荷载作用下的情形后,详细的分析了结构在风荷载和地震荷载作用下的横向和纵向的各种性能,具体的计算了结构的梁、柱的弯矩、轴力、剪力,并进行了相应的内力组合,并由此进行了框架配筋部分,最后完成了柱下独立基础的有关计算。从而比较完整地完成了该写字楼的各项设计工作。

229 评论

财米财米

建筑设计专业毕业论文参考文献

参考文献是在学术研究过程中,对某一著作或论文的整体的参考或借鉴。征引过的.文献在注释中已注明,不再出现于文后参考文献中。下面是我整理的建筑设计专业毕业论文参考文献,希望对大家有所帮助。

[1].中华人民共和国国家标准。建筑结构荷载规范(GB50009-2001)(2006版)[M].北京:中国建筑工业出版社,2006.

[2].中华人民共和国国家标准。房屋建筑制图统一标准(GB/T50001-2010)[M].北京:中国计划出版社,2011.

[3].中华人民共和国国家标准。总图制图标准(GB/T50103-2010)[M].北京:中国计划出版社,2011.

[4].中华人民共和国国家标准。建筑制图标准(GB/T50104-2010)[M].北京:中国计划出版社,2011.

[5].中华人民共和国国家标准。建筑结构制图标准(GB/T50105-2010)[M].北京:中国建筑工业出版社,2010.

[6].中华人民共和国国家标准。混凝土结构设计规范(GB50010-2010)[M].北京:中国建筑工业出版社,2011.

[7].中华人民共和国国家标准。建筑抗震设计规范(GB50011-2010)[M].北京:中国建筑工业出版社,2011.

[8].中华人民共和国国家标准。建筑地基基础设计规范(GB50007-2011)[M].北京:中国建筑工业出版社,2012.

[9].中华人民共和国行业标准。高层建筑混凝土结构技术规程(JGJ3-2010)[M].北京:中国建筑工业出版社,2011.

[10].中国建筑标准设计研究院。混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、梁、板)(11G101-1)[M],北京:中国计划出版社,2011.

[11].中国建筑标准设计研究院。混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土板式楼体)(11G101-2)[M],北京:中国计划出版社,2011.

[12].中国建筑标准设计研究院。混凝土结构施工图平面整体表示方法制图规则和构造详图(独立基础、条形基础、筏形基础及桩基承台)(11G101-3)[M],北京:中国计划出版社,2011.

296 评论

annking168

The this graduation design topic is garden residence building in long grass City building structure to design, the residence's building of total building the area be about 1356 square meters, total 5 F, building height is all of this building adoption reinforced concrete sprinkles frame structure system now and the foundation adoption pillar descends independent foundation. This design contents includes to calculate with COBOL two a part calculation the main contents of the book for the design among them of total elucidation, Gou piece the initial assurance of the size, cut a noodles design, lotus to carry calculation, calculation stairs and design for plank type two run a parallel stairs, the foundation is next for pillar to sprinkle a rank type to expand foundation paper 9:The 1 F floor plank goes together with Jin diagram, the 5 F floor plank to go together with Jin diagram, the 1 F beam flat surface to go together with Jin diagram, the 5 F beam flat surface to go together with Jin diagram, 1 F pillar to go together with Jin plane chart, foundation flat surface to arrange diagram, foundation flat surface to set out big kind diagram, 3 stalk frames to go together with Jin diagram, stairs flat surface to arrange diagram and stairs plank to go together with Jin to arrange diagram. The machine-readable part mainly includes the following, carry on a structure flat surface decoration with the PMCAD software first, the lotus carries an importation, select by examinations design parameter, formation PK document, then use PK to carry on a frame calculation, finally use the space structure that the TAT-8 carries on frame structure analysis, get dint diagram inside the Gou piece with go together with a Jin sketch plan, structure period, structure to move, the earthquake lotus carry an information etc..The pillar goes together with Jin diagram and inside dint calculation the JCCAD carries on a foundation design and output foundation flat surface to arrange diagram and the foundation big kind CAD to draw a stairs flat surface to arrange diagram and stairs plank to go together with Jin diagram after carrying on a stairs hand to calculate a designIn the process of design in adopted to calculate two kinds of method with COBOL, because of can carry on a calculating school pit, analytical reason, discover the mistake in the design in time.

321 评论

啊呜咖啡

This article would first of all introduce the reinforce mechanism and its scope of application of a few types of foundation treatment methods, and overall grasp the framework of foundation treatment, combine engineering geological condition with the estimated column axial force to preliminaryselect and fix a basic form as the steel rods reinforced concrete independent foundation, and then decide on the strength required by the foundation treatment. By conbining engineering geological condition to determine the selection of Sand Drain Preloading method and carry out reinforcement treatment on foundation. To conduct comparative analysis on two plans, according to foundation condition, after reinforcement, and the upper load, from the technical and economic aspects with regards to steel rods reinforcement concrete independent foundation beneath the pillars,and strip foundation, after having decided to adopt the steel rods reinforcement concrete's plan, a detailed design and calculation were performed on steel rods reinforcement concrete's independent foundation.

319 评论

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