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    [基坑/边坡设计] 某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)

    资料分类:土木工程设计资料 - 岩土毕业设计范文参考资料 | 发布形式:资料共享 | 更新时间:2016-10-19 显示全部楼层

    毕设基本摘要

    摘    要
    论文的第一部分——绪论部分,阐述了深基坑工程支护工程的现状、常用方法及发展趋势,重点陈述了目前深基坑支护设计中存在的问题以及工程师们的努力方向,以供进一步探讨。
    论文的第二部分——深基坑设计, 该部分对CBD国际大厦的深基坑工程进行了降水、支护和施工组织设计。包括工程简介、方案设计、计算书、设计结果汇总及施工组织设计。重点部分是方案设计及计算书部分。根据基坑深度和场所条件选取大口井降水,进行了大口井的设计和布置。分析了如何就不同的环境特点采用合理的支护型式。对选用的支护进行了反力计算、弯矩计算、锚杆长度设计、锚杆锚索计算、灌注桩截面设计、锚杆整体稳定性验算、抗倾覆安全验算、坑底抗隆起安全验算、桩墙底地基土承载力验算、土钉直径计算、土钉抗滑、抗倾覆验算。最后进行了施工组织设计,包括施工现场平面布置、降水、土方开挖、支护及施工进度计划。
    论文的第三部分——英文翻译,其题材是关于重力式挡土墙支护结构。列举了挡土墙的种类,主要阐述了重力式挡墙的尺寸、受力,分析了重力式挡墙的稳定性,最后以一个具体的例题进行了重力式挡土墙的设计。
    关键词:深基坑;土压力;分配;方案设计;挡土墙               

    ABSTRACT
    The paper includes introduction, deep foundation pit design and translation.
    The first part of the paper is introduction. It expatiates on the current situation of foundation pit,methods in common use and its develop trend .It essentially relate the problems in the retaining structures design of deep foundation pit at present, and the direction for engineer to make efforts, so as to go a step further discussion.
    The second part of the paper is the design for the deep foundation pit of the CBD international edifice. It is composed of ground dewatering design, retaining structure design and master project planning and scheduling document. Brief introduction of the project, conceptual design, quantity list, design results collecting and construction planning and scheduling document are included. The main points of it are conceptual design and computation. Dug well are adopted according to the depth of foundation pit and site condition, and design of it is performed. It is analyzed that how to choose reasonable types of retaining structures according to different environment conditions. The chosen retaining structures are subjected to counter force computation,bending moment computatation, length design of anchor rods, tendon design of anchor rods, section design of cast-in situ pile, overall stability checking calculation of anchor rod, checking calculation on safety against overturning,anti-hunch safety checking calculation, diameter and length of soil nail computations, anti-slide and anti-overturn calculations of soil nail. At last, construction planning and scheduling document which includes site layout, ground dewatering design,soil excavation, construction of retaining structures and the schedule of the project is given.
    The third part of the paper -- English translation, the theme is gravity-type retaining walls on support structures. Outlines the types of retaining walls, mainly on the size of the gravity of parapet, the edge of a gravity-type suffered stability analysis and the final sample to a specific gravity of the retaining wall design.
    Keywords: Deep Foundation Pit; Soil pressure; Distribution; Conceptual Design; Retaining wall

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    部分图纸截图
    岩土毕业设计-某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)(1) 岩土毕业设计-某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)(2) 岩土毕业设计-某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)(3) 岩土毕业设计-某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)(4)

    文件列表截图
    岩土毕业设计-某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)(5) 岩土毕业设计-某大厦基坑工程设计与施工组织设计毕业设计(计算书+施组+图纸)(6)


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