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1、精品文档，仅供学习与交流，如有侵权请联系网站删除摘 要1.项目概况本工程名为楚汉大学图书馆，工程选址位于市郊区内。本工程集阅览室、书库、办公室、会议室、多功能厅于一体，主要为全校师生员工的教学和科研服务。施工单位：中国建筑第五工程局有限公司设计单位：湖南大学建筑设计研究院监理单位：湖南大学建设监理有限公司2. 建筑设计部分本工程主楼为地上十层、地下一层的建筑，裙楼为二层建筑。本工程总建筑面积11743.51m2 ，房屋长65.070m，宽度为32.000m，房屋主体高度为41.4m。主楼地下室层高为4.8米，二三层层高3.3米，其余每层层高3.9米。裙楼一层层高为3.9米，二层层高为5.4米。
2、室内外高差0.45 米,高差由台阶连接，室内地面标高为0.000,建筑使用年限50年。本图书馆属于一类建筑，抗震设防烈度为7度，耐火等级为一级，屋面防水采用二级防水，场地类别：类。3. 结构设计部分基础：采用钢筋混凝土独立基础。结构工程：钢筋混凝土框架结构体系，抗震设防烈度为7度，设计地震分组为一组，框架结构抗震等级为二级。 墙体：除外墙采用烧结多空砖外，其余墙体采用混凝土空心砌块，M5混合砂浆砌筑，墙厚240mm。主要构件截面尺寸：柱：1100mm1100mm；框架梁：400mm800mm；次梁： 250mm550mm，仅沿纵向布置；一层楼板和其余楼板的厚度分别为为160mm 及120mm。
3、主要计算方法：采用迭代法计算竖向荷载下的结构内力，采用D值法计算横向荷载作用下的框架结构的内力和侧移。主要材料选用： 混凝土：基础垫层采用C15混凝土，其它主要构件均采用C30混凝土； 钢筋：受力纵筋采用HRB400 ()， 箍筋采用HPB300 ()。 设计荷载： 基本风压：0.35kN/m2； 基本雪压：0.45kN/m2；屋面活载：2.0kN/m2；楼面活载：2.5kN/m2；书库活载：5.0kN/m2。4. 施工组织设计部分随着建筑业管理体制改革的深化，工程项目施工管理越来越受到人们的重视，其管理水平的高低成为制约企业生存与发展的第一要素，而质量、进度、成本控制是其中最为重要的管理要点
4、。本文以施工项目为实例，结合实际情况，对项目的各分部分项工程施工方案进行了详细设计。运用进度控制的基本理论知识，从项目管理者的角度出发，对项目从开工准备到竣工验收全过程进行了系统的进度规划设计，使用横道图和网络图对进度计划进行分析，并根据实际情况提出了具体的保证进度计划实施的措施；质量和安全方面，制定了严格的技术、组织措施，针对施工项目中常见问题、重点问题进行了规划，建立相应的管理组织机构，以保证质量与安全计划得以很好的实现。关键词：钢筋混凝土，框架结构，D值法，图书馆，施工项目管理，进度规划ABSTRACT1. Overview of the buiding This building is
5、 named Chuhan University library, which is to be located in the suburb area. This building gathers the reading room, stack, office,conference room, multi-function hall at the integral whole and main contributes efforts to the teaching and research srevice of the entire school teachers and the studen
6、ts. Construction unit : China construction fifth engineering division corp.,LTD Design unit : Hunan University Architecture building design institute Supervision unit : Hunan University Construction Supervision Co.2. Specification of Architectural Design The main building includes a basement and 10
7、storey building and the podium is a two-story building. The total area of this project is 12036m2 .The building, with ten stories, the dimension of which is 65.070m 32.000m , and its total height is 41.4m . Among these ten stories, the height of the sub-story is 4.8m ，while the height of the first t
8、o the tenth one is 3.9m . The first story of the Skirt building is 4.2 meters in height and the height of the second story is 5.4m. The difference between the interior level and exterior level is 0.45m ,which is linked by the step, The indoor ground elevation is 0.000 and the buildings design life f
9、or 50 years.This construction belongs to the first class building. The intensity of an earthquake resistance of buildings is 7, and fire-resistant Grade I.The waterproof roof is the second grade.Site classification: class.3.Specification of Structural Design Foundation: The foundation of the buildin
10、g uses independent footing. Structure engineering: The structure system of this building is Reinforced concrete frame structure. The seismic fortification intensity is 7 degrees, to design the first group of seismic group. Frame structure seismic grade is two .Wall : Except outside wall using fired
11、perforated brick outside, the rest wall body adopts concrete hollow carve a piece, the M5 hybrid sand syrup carves to build, the wall is thick 240 mm. Cross section size of the elements : column, 1100mm1100mm; frame girder, 400mm800mm. Disposal of junior beams which cross section size is 250mm550mm
12、follows vertical direction simply. The thicknesses of the first roof slab is 160mm,while the other floors is 120 mm . The main method of calculation: the Iteration is used to compute the interior force which under the vertical loads. The interior force and lateral which is made by the horizontal loa
13、ds is calculated by D-value method.Critical materials : Concrete: Foundation-bed C15 Foundation, foundation beams, beams, slab and column C35 Steel: Reinforcing steel bar is HRB400() Stirrup is HPB300 () Load: Basic wind pressure 0.35 kN/m2; Basic snow pressure 0.45 kN/m2; Live load of roof 2.0 kN/m
14、2; Live load of floor 2.5kN/m2Live load of stacks floor 5.0kN/m2;4.Specification of GraduationDesignWiththedeepeningofthereformoftheconstructionmanagementsystem,theprojectconstructionmanagementmoreandmoreattentionbypeople,themanagementlevelofenterprisessurvivalanddevelopmentconstraintsbecomethefirst
15、elements,andquality,scheduleandcostcontrolisoneofthemostimportantmanagementpoints. Basedontheconstructionprojectasanexample,theUniversitywithactualsituationoftheproject,theconstructionofeachdivisionsubdivisionalworkdetaileddesignscheme.Usingthebasictheoryofprogresscontrolfromtheprojectmanagementknow
16、ledge,theAngleoftheproject,thecompletionacceptancefromstarttopreparefortheprogressofthewholeprocesssystemplanningdesign,useabarchartandnetworkdiagramanalysisonschedule,andaccordingtotheactualsituationproposedtheconcretemeasurestoensurescheduleimplementation;Qualityandsecurity,hasformulatedstricttechnology,organizationalmeasuresforconstructionprojects,faqs,keyproblemsandsetupacorrespondingmanagementplanningorganization,toensurethequalityandsafetyplanswellimplemented. Keywords: Constructionprojectmanagement,Scheduleplanningreinforced concrete, frame structure, D value method, library【精品文档】第 4 页