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时间:2019-02-20
《学校教学综合楼工程毕业设计论文》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、毕业教学环节成果题目:**学校教学综合楼工程班级:建工134姓名:胡志祥学号:201323030040240指导教师(校内):黄文者指导教师(校外):王雷金华职业技术学院建筑工程学院2016-03-01目录第一章工程概况································11.1工程特征··························11.2建筑结构特征························11.3工程特点··························2第二章施工部署·····
2、···························32.1施工目标······························32.2施工管理机构······························32.3施工任务安排及总体施工方案·······················42.4施工顺序··············································52.5施工现场平面布置······································62.6施工进度
3、计划··········································72.7施工准备工作计划······································8第三章主要分部分项工程施工方法··································93.1工程测量··············································93.2场地平整·············································113.3防
4、水工程·············································113.4结构工程·············································163.5屋面工程············································323.6装饰工程·············································353.7粉饰工程·······································
5、······53第四章主要施工保证措施········································584.1工期保证措施·········································584.2质量保证措施·········································604.3职业健康安全、文明现场保证措施·······················734.4、环境保护措施·······································
6、854.5雨季施工保证措施·····································87第五章新技术、新材料、新工艺、新设备的应用····················905.1新技术、新材料、新工艺、新设备计划···················905.2新技术、新材料、新工艺、新设备措施···················91第一章工程概况1.1工程特征工程名称:新野龙翔房地产开发公司一标段建筑安装总承包工程建设单位:杭州褐石房地产开发有限公司设计单位:上海经纬建筑规划设计研究院监理
7、单位:浙江明康工程咨询有限公司总建筑面积:3294.60㎡质量目标:合格施工工期:240日历天安全文明:安全文明施工工地1.2.1建筑设计概况**学校教学综合楼工程,总高度21.00m,长度68.040m,宽度21.240m,为框架结构,总共五层,底层层高4.35m,其他层层高3.6m,一层为硬件实验室,二至四层为计算机教室。各层均设有卫生间、休息室、走廊等辅助室。共设有两部楼梯,分别设在南、北面,南楼梯为主要通道。本工程外装饰:外墙为面砖和涂料,均为白色,铝合金窗;内装饰除卫生间外为混合砂浆抹面,刷乳胶漆,
8、卫生间为贴面砖;普通实验室、硬件实验室、计算机教室、休息室等为纸面石膏板吊顶;铝合金门窗和木门;一层楼地面为面砖,二至四层为防静电地板;楼梯、走廊、休息室等为贴面砖;地下防水为卷材防水;屋面为膨胀珍珠岩保温、卷材防水屋面;卫生间为聚氨酯涂膜防水;室外台阶为大理石。1.2.2结构设计概况**学校教学综合楼工程为框架结构,采用人工成孔灌注桩基础;底层层高4.35m,其他层层高3.6m;框架部分梁、柱、现
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