单位工程施工组织设计实例.pdf

《单位工程施工组织设计实例.pdf》由会员分享，可在线阅读，更多相关《单位工程施工组织设计实例.pdf（29页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、单位工程施工组织设计实例单位工程施工组织设计实例一、编制说明1、本施工组织设计以工程的基础、框架主体、装饰工程为重点,对其施工技术,施工质量,施工进度及其施工工艺流程均作了严格的控制与要求,并制定了切实可行的质量,进度,安全等保证系统,对施工机械设备的选用,各工种劳动力的安排,现场项目经理部的组织及现场文明施工都作了详细的部署与安排。2、根据本工程结构、层数、基础形式、内外装饰基本一致,故在编撰施工方案时,采取合理的施工方法,安排合理的施工进度,成立一个项目经理部,对工程进行控制个管理,使各工种、各管理机构密切配合,尽量缩短工期,提高生产效率,保质量、保安全、保进度,全面完成建设任务。3、本施

2、工组织设计,对此项目的工期安排就是根据建设单位的要求及本地施工条件与我公司的施工技术管理水平编制,工程施工尽量做到不扰民,全封闭,争创安全文明标准化现场。单位工程施工组织设计实例二、工程概况1、主体结构某小区内 4#住宅楼工程,框架结构 6 层,外墙为混凝土小型空心砌块,总建筑面积 3960 平方米,东西总长 55 米,南北总宽 12 米,其中住宅建筑面积为3896、52平方米。半地下室建筑面积749、4 平方米。工程的北外墙距已建住宅楼12、5m,南端距道路 23、6 m,楼西侧空地宽 25 m,东侧宽 58m。建筑高度 19、6m,层高 2、8m,设有半地下室做为车库,层高 2、8m。2、

3、装饰工程楼地面为水泥拉毛地面,乳胶漆墙裙;内墙为混合灰面墙,立面采用高档涂料装饰。顶棚为刮腻子喷浆。钢外窗、预制磨窗台板,其余均为木门窗。屋顶作法为水泥焦渣找坡,200mm厚加气混凝土保温、二毡三油一砂防水作法。外墙以清水勾缝墙面为主,六层部分与山墙为粘刷石,水泥窗套用白色涂料。3、基础工程基础埋深-2、80 m(绝对标高 45、80 m)。据勘察报告,地下水位为(45、8046、20)m,基底为轻压粘土与压粘土,局部可能有淤泥,地下水无侵蚀性。设计要求基底落在老土上,f=130KN/m2。基础垫层为C15 混凝土,厚 300 mm,宽 2、21、5 m,按构造配筋。经与设计商洽,下加 300

4、 mm厚级配砂石,作为压淤,排水与分散压力措施。砖放大脚,基础墙360 mm宽,-2、12 m及-0、06 m处各有 360mm 120mm 钢筋混凝土圈梁,强度等级为 C20。构造柱筋锚于-2、12 m 圈梁内。文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B

5、3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3

6、ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B

7、1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文

8、档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG

9、7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7

10、K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 H

11、A1R10B3A6Y3 ZB1Q9B1E8X3单位工程施工组织设计实例4、主体结构工程结构按 7 度抗震设防。内外墙混合承重,外墙 500 mm,内墙 240 mm,C25现浇钢筋混凝梁与板,楼梯就是预制构件,每层设圈梁。砖等级不小于Mu7、5。砌筑砂浆:首、二层为 M7、5,三、四层为 M5,五、六层为 M2、5,内隔墙 120 mm厚,M2、5 砂浆砌筑。砌筑砂浆均为水泥混合砂浆。5、电气管线为铁管暗敷供暖为两回路上给下回方式,采用四柱水暖炉片,窗下 120 mm深暖气片槽。6、主要工程量统计表见表一,主要施工班组见表二。表一:主要项目实物工程量分部分项工程名称工程量单 位数量基 础工 程

12、挖土m31694 填土m31205 室内暖沟M 97、3 级配砂石m3251 C15垫层混凝土m3232 基础砌筑m3422 基础部分混凝土m368 上 部结 构工 程结构砌筑m32105 现浇混凝土m3323 SL5、1 梁根34 文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9

13、Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1

14、R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A

15、6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB

16、1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E

17、8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编

18、码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R

19、10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3单位工程施工组织设计实例门 窗SL4、8 梁根20 预应力圆孔板块845 混凝土过梁根962 钢 窗樘232 木 窗樘82 木 门樘182 装 饰工 程内墙抹灰m25180 外墙抹灰m21242 屋面防水m2920 锦砖楼地面m2103 水泥楼地面m23104 磨石地面m2526 瓷砖墙裙m2212 表二:主要施工班组油漆工28 人混凝土工16 人瓦工23 人装修阶段安排抹灰工42 人木工11 人架子工配合,包括吊装时挂钩48 人钢筋工4 人磨石、瓷砖、锦砖等项工序安排磨石工414 人白铁工2 人文档编码:CG7R10X7K9Y

20、2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R

21、10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6

22、Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1

23、Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8

24、X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码

25、:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R1

26、0X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3单位工程施工组织设计实例三、施工准备(一)内业技术准备其目的:熟悉图纸,编制施工方案与预算,作好必要的工料分析,为编制进度,劳动力与物质需要计划提供依据。参加图纸会审与技术交底,将图纸中存在的有关问题

27、解决在施工前,对设计提出的技术要求与有关专家的意见,予以理解与消化,为施工工作迅速顺利地展开,扫除技术障碍。1.熟悉与会审图纸,应分以下部分:基础及地下室部分,核对建筑,结构,设备施工图中关于基础留口,留洞的位置及标高的相互关系就是否处理恰当,排水及下水的方向;变形缝及人防出口的做法,防水体系的做法要求,特殊基础形式做法等。主体结构部分,弄清楚建筑物墙体轴线的布置,主体结构各层的砖,砂浆,混凝土构件的强度等级有无变化,阳台,雨蓬,挑檐的细部做法,楼梯间的构造,卫生间的构造,对标准图有无特别说明与规定等。装修部分,弄清有几种不同材料,做法及其标准说明,地面装修与工程结构施工的关系;变形缝的做法及

28、防水处理的特殊要求;防火,保温,隔热,防尘,高级装修等类型与技术要求。2.审查设计技术资料应做到以下几点:设计图纸就是否符合国家有关的技术规范要求;校对图纸说明就是否齐全,有无矛盾,规定就是否明确,图纸有无遗漏,图纸之间有无矛盾,核对主要轴纸,尺寸,位置,标高有无错误与遗漏;总图的建筑物坐标位置与单位工程建筑平面就是否一致,基础设文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7

29、R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K

30、9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA

31、1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3

32、A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 Z

33、B1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1

34、E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档

35、编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3单位工程施工组织设计实例计与实际地质就是否相符,建筑物与地下构筑物及管线之间有无矛盾;设计图本身的建筑构造与结构构造之间、结构与各构件之间以及各种构件、配件之间的联系就是否清楚。建筑安装与建筑施工的配合上存在哪些技术问题,能否合理解决;设计中所采用的各种材料、配件、构件等能否满足设计要求;对设计技术资料有什么合理化建议及其它问题。3、学习、熟悉技术规范、规程与有关技术规定。常见以下技术规范、规程:建筑施工及验收规范;建筑安装工程质量

36、检验评定标准;施工操作规范;设备维护及检修规程;安全技术规程;上级部门所颁发的其它技术规范与规定。4、编制施工组织设计。其编制内容包括;工程概况及施工特点分析;施工方案的选择;施工准备工作的计划;施工进度计划;各种资料需求量计划;施工平面布置图;保证措施;技术经济指标。5、编制施工图预算与施工预算。施工图预算就是由甲、乙双方确定预算造价,发生经济联系的经济文件;而施工预算则就是施工企业内部经济核算的依据,直接受施工图预算的控制。(二)施工现场的准备协助建设单位及有关部门查勘现场,实施工程的定位放线,同时清理现场障碍,基本平整场地,接通施工用水与电源,以及接通道路,即作好常说的“三通一平”工作。

37、文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:C

38、G7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X

39、7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2

40、HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10

41、B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3

42、 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9

43、B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3单位工程施工组织设计实例1、场地清理:施工场地内的一切障碍物,无论就是地上的或就是地下的,都应在开工前清除。这些工作一般就是由建设单位来完成,但也有委托施工单位来完成的

44、。如果由施工单位来完成这项工作,一定要事先摸清现场情况,尤其就是城市的老区内,由于原有建筑物与构筑物情况复杂,而且往往资料不全,在清除前需要采取相应的措施,防止事故发生。2、作好“三通一平”,有时现场需要引入热通、气通、话通。总之,应按施工组织设计要求,事先完成。确定施工用水:现场机械用水量极小,故不考虑,仅考虑工程用水与施工现场生活用水,按现场面积在25ha以内的消防用水量1015L/S 考虑,取 Q=10L/S,选用 100焊接钢管按平面图埋地铺设环形管网,建筑物设地下消火栓四处。通讯:为了作好全方位的指挥、协调、调度与控制等工作,施工现场办公室拟装电话机一部,BP 机若干,用于对外通讯联

45、系。工地内部通讯用5 只对讲机,吊车司机与吊装指挥各一只,两名施工员各一只,工地办公室一只。基本平整场地,并采取自然放坡,便于雨水有组织排放。修整场地内循环道路,方便各种材料运进现场与作业人员进场。3、测量放线:其任务就是把图纸上所设计好的建筑物、构筑物及管线等测设到地面上或实物上,并用各种标志表现出来,以作为施工的依文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K

46、9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA

47、1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3

48、A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 Z

49、B1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1

50、E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档编码:CG7R10X7K9Y2 HA1R10B3A6Y3 ZB1Q9B1E8X3文档