桐庐码头综合办公楼结构设计与施工组织设计

论文编号:TM061   论文字数:34490,页数:136  附文献综述，CAD图

摘  要：本工程为桐庐综合市场办公楼，总建筑面积3232.4m2，建筑占地面积约为758m2，建筑层数四层，局部五层屋面板顶面标高为19.5m，局部五层楼面标高为21.2m。本工程室内地坪标高±0.000, 相当于黄海高程14.00 m，工程等级为二级，耐火等级为二级，抗震设防烈度为六度，抗震等级为四级，设计使用年限为50年。办公楼主体结构为现浇钢筋混凝土框架结构，现浇钢筋混凝土楼板楼面。本设计主要包含两部分内容，即结构设计及施工组织设计。结构设计时，在进行荷载计算和截面估算后，选取一榀框架进行计算，用分层法计算出内力，并对不利荷载进行分析。通过D值法求出风荷载，进而进行截面设计。楼板设计采用划分单向板和双向板的方法，把多跨连续的板按多跨连续并考虑荷载不利布置计算，对独立的板块，单独计算，尺寸相近的板块按相同配筋考虑。连续梁的计算采用弯矩分配法计算。另外本设计还包含了对楼梯的设计。本工程基础设计采用桩基，根据柱端轴力，粗略布置桩基位置。在进行施工组织设计时，主要考虑施工进度的安排及施工平面布置。根据初步计算工程量来安排施工进度。根据施工现场条件及施工的安全方便来合理设计施工总平面布置图。另外施工组织设计中还考虑到施工安全、施工对环境影响等问题。
 关键词：结构设计  钢筋混凝土  框架结构  荷载计算  施工组织设计  
 
 Abstract: This project Tonglu integrated market for office buildings with a total construction area of 3232.4 m2, building covers an area of about 758 m2, four-story building low-rise, local five-story roof slab elevation to the top of the 19.5 m, five-story floor elevation for the local 21.2m. The project indoor floor elevation of ± 0.000, equivalent to the Yellow Sea elevation 14.00 m, grading for the two projects, fire resistance rating of two, for the six-times the intensity of seismic fortification, the seismic rating for the four, the design life of 50 years. Cast-in-place structure to the main office building of reinforced concrete frame structure, cast-in-place reinforced concrete slab floor. The design contains two main parts, namely, structural design and construction design. Structural design, calculation and load carrying out cross-section estimate, select a Pin framework, the hierarchical method used to calculate internal forces and unfavorable load for analysis. D value method obtained through the wind load, then a cross-section design. Floor design of a one-way boards and boards of the two-way approach to multi-span continuous on-board multi-span continuous load and to consider adverse layout, the independent panel, a separate calculation, similar to the size of reinforcement plates by the same consideration. Liang used for the calculation moment distribution method. In addition the design also includes the design of the staircase. The project design based on a pile, according to column-axis, and a slightly layout pile location. In construction design, the main consideration of the progress of the arrangement and construction layout. According to preliminary calculations amount to arrange the construction progress. According to the construction site and construction of the security conditions to facilitate the rational layout of the design and construction plans. Another construction organization also takes into account the design of construction safety, construction of environmental impact and so on.
 Key words:  Tuctural Design    Reinforced Concrete   Frame   The load calculates
               Construction organization plan

 目录
目录 1
1 绪论 2
1.1 工程背景 2
2 框架结构设计 3
2.1 工程结构概况 3
2.2结构平面布置及框架简图 4
2.3   7号框架荷载计算及内力计算 7
2.4 内力组合计算及截面配筋 48
3 一层楼盖设计 73
3.1 设计资料 73
3.2 荷载计算及楼板划分 73
3.3 板块计算 76
       3.3.3 一层楼板配筋计算 80
4 次梁、连续梁设计 81
4.1 设计资料 81
4.2  A号次梁设计 81
4.3  І号连续梁设计 83
5  1#楼梯设计 89
5.1 设计资料 90
5.2 楼梯设计 90
6 桐庐办公楼施工组织设计 100
6.1 工程概况 100
6.2 施工部署 103
6.3 施工总平面布置 110
6.4 施工方案及技术措施 112
6.5 新技术的应用 118
6.6 质量保证措施 119
6.7 安全生产、文明施工 126
6.8 提高工程质量和降低成本的措施 131
参 考 文 献 133
致谢： 134

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