土木工程施工课程设计-完整版.docx

土木工程施工课程设计-完整版.docx

ID:53685162

大小:120.68 KB

页数:37页

时间:2020-04-05

土木工程施工课程设计-完整版.docx_第1页
土木工程施工课程设计-完整版.docx_第2页
土木工程施工课程设计-完整版.docx_第3页
土木工程施工课程设计-完整版.docx_第4页
土木工程施工课程设计-完整版.docx_第5页
资源描述:

《土木工程施工课程设计-完整版.docx》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库

1、土木工程施工课程设计专业:姓名:班级:学号:导师:时间:目录第一章工程概况····················································1一、建筑、结构概况···············································1二、施工条件概况·················································1第二章工程量计算·················································

2、·一、土方工程量····················································二、基础工程工程量················································三、柱工程量······················································四、梁工程量······················································IV五、楼梯工程量················

3、····································六、预制板工程量··················································七、工程量清单表··················································第三章施工方案····················································一、施工段划分············································

4、········二、工期控制······················································三、施工顺序······················································四、施工工艺······················································IV五、施工方法·····················································六、施工时间·······

5、··············································七、模板方案·····················································第四章机械设备选择················································第五章主要技术措施················································第六章施工总平面图··································

6、············第七章施工进度计划表···········································IVIV第一章工程概况一、建筑、结构概况建筑设计特点:本工程为某无线电厂生产车间,总体呈矩形分布,建筑物总高16.90m,总长54.30m,总宽21.3m;共四层,首层层高为4.5m,二、三标准层层高均为4.2m,顶层层高4.0m,屋顶为平屋顶。结构设计特点:本工程采用钢筋混凝土框架结构,框架柱统一截面尺寸为400mm×450mm,梁截面300mm×400mm、300mm×500mm和300

7、mm×600mm等,楼面铺设180mm厚预应力钢筋混凝土空心板。采用柱下独立基础,尺寸均为2050mm×2050mm,阶梯形;基础埋深为2.0m,下设100厚混凝土垫层;采用现浇混凝土板式楼梯;室外设计地坪标高为-0.45m。二、施工条件概况地形:平坦土质:亚粘土雨季:4-6月份地下水位:最高地下水位位于地面以下2.0m开工时间:2016年7月8日施工工期:275天(根据施工定额)31钢筋:由加工厂加工成型后运至现场。混凝土:采用商品混凝土,水电由市区供应。交通:厂内可通行车辆材料:建筑材料齐全,技术力量雄厚,劳动力由

8、公司工程处统一调配。第二章工程量计算根据施工段的划分原则,每层分两个施工段,分界线在5号轴线柱右侧。取1~5轴基础层为第1施工段,6~10轴基础层为第2施工段,其他层依次类推。一、土方工程量根据土的类别取基坑放坡系数为0.5。基础尺寸:2.05m×2.05m。下底:(四周考虑0.3m的工作面)。上底:。采用机械挖土,考虑到基坑开挖

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。