18m空心板梁吊装施工方案.pdf

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1、福州建工（集团）总公司Fuzhou Construction Engineering(Group)General Co.金城湾工程 预制空心板梁吊装方案FZJG/JCW 2013版本号：A/O受控状态：受控编 号：编制人：郑增华编制时间：2013年 6 月实施时间：2013年 7 月金城湾工程 预制空心板梁吊装方案编 制 人：审批：审核：审批日期：目 录第1章工程简况 .11.1 编制依据 .11.2 工程简况 .1第2章施工顺序 .4第3章吊装前准备 .4第4章吊装顺序及方法 .7文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5

2、 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5

3、T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5

4、 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5

5、T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5

6、 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5

7、T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5

8、 HP3X1C9F4L4 ZX5J4K5T6T4文档编码:CQ4R1K7K3J5 HP3X1C9F4L4 ZX5J4K5T6T44.1 吊车选择 .74.2 板梁吊装顺序 .84.3 板梁运输位置及吊车停放位置.84.4 板梁吊装方法 .94.5 吊机主要参数及钢丝绳受力分析计算.9第5章技术、质量保证措施 .10第6章安全、文明保证措施 .12 6.1 组织架构 .12 6.2 施工现场安全措施 .136.3 起重吊装规定 .136.4 起重指挥安全措施 .146.5 施工现场文明措施 .15第7章应急预案 .16第8章附件 .178.1 附表 1：100 吨汽车吊性能表 .18文档编码:C

9、S2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL

10、10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL

11、6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码

12、:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7

13、HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2

14、ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档

15、编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2第 1 章工程简况1.1 编制依据1、危险性较大地分部分项工程安全管理办法（中华人民共和国住房和城乡建设部建质200987 号，2009 年 5 月 13 日发布）；2、工程建设标准强制性条文；3、市政地下工程施工及验收规程 (DJG08-236-1999)；4、施工现场临时

16、用电安全技术规范 JGJ46-2005；5、建筑机械使用安全技术规程 JGJ332001；6、建筑施工安全检查标准 JGJ59-99；7、特种设备安全监察条例（国务院令第373号）；8、建筑施工高处作业安全技术规范 JGJ8091；9、公路桥涵施工技术规范（JTJ041-2000）；10、与本工程施工相关地国家现行法律、法规，其他技术标准、规程规范；深圳市有关文件、规定等；11、金城湾工程桥梁工程施工合同文件（包括招、投标文件、设计图纸等）.1.2 工程简况1、本工程为金城湾工程配套桥梁工程.主入口桥位于花溪南路往西，金桔路往东金祥路中段，为金城湾住宅小区主入口干道跨越洪湾河地重要桥梁.采用预

17、制预应力混凝土简支板梁：主桥跨径为18m 预制空心板梁24 片，空心板梁主要结构尺寸：预制空心板梁长17.94M，中板底宽1.24M，高 0.8m，板中空心孔0.68x0.56m。边板底宽1.245m，边板翼缘悬臂长0.375m，悬臂端部厚0.12m，根部厚0.22m；车行桥跨径13m 地预制空心板梁8 片主要结构尺寸：预制空心板梁长12.94m，高 0.6M，板中空孔 0.68*.36M，其它结构尺寸同18m 梁.两座桥共用空心板32 片.构件最大重量为29.16T（18M 边板），18T（13M 边板）3、桥梁设计荷载：城市支路4、吊车吊梁作业平面图：（详见后附图）.文档编码:CS2Z9J

18、7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O

19、7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7

20、X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z

21、9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U

22、7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2

23、F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS

24、2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2主桥平面图文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D

25、7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K

26、2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2

27、文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K

28、5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I

29、3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1

30、I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J

31、7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2车行桥平面图吊装顺序：1、先吊车行桥预制梁板吊装车设在金城湾侧，吊装顺序为分别为由左往右依次顺序1-8 号梁板.2、吊完车行桥后再把吊车移动至主桥上吊装主桥预制梁板，吊装顺序为左往右依次顺序 9-32 号梁板.文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文

32、档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5

33、D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3

34、K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I

35、2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7

36、K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7

37、I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X

38、1I2第 2 章施工顺序施工准备吊车进场支座定位吊车就位板梁进场支座安装板梁吊装板梁找平吊车移位吊装结束第 3 章 吊装前准备工作1、行车路线应通畅、平整、不下陷，工作面处铺3 厚地钢板.由于板梁系大型构件，在运输板梁前必须和当地路政和交警部门协商道路地通行路线和通行时间，制定详细地运输计划，取得路政部门地同意；进入现场必须进行平整和顺直地修整，保证运行车和板梁平稳行驶及拐弯半径，对于局部较软地路段，采取铺设钢板或路基进行处理.2、盖梁及桥台台帽砼养护期达到吊装要求，将盖梁顶面清理干净.3、板梁砼养护期达到吊装要求，板梁各预埋件进行清理，板梁顶面清扫干净，弹出板梁吊装地中心线，确定吊装地顺序.

39、4、按照图纸放出每块板梁地边线及橡胶支座位置，橡胶支座用环氧树脂胶于盖梁垫石上，要注意桥面伸缩缝处地橡胶支座带有四氟板，安装时保证其位置准确.5、准备好控制伸缩缝地木板，保证伸缩缝宽度一致.6、在整个施工过程中，要注意对成品和半成品（如：土路基、板梁、台帽、盖梁等）地保护，吊装时抗震挡块处很容易被碰坏，吊装时准备部分木楔缓冲其撞击力.文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z

40、9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U

41、7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2

42、F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS

43、2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL1

44、0U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6

45、M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:

46、CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I27、吊装前各人员应合理分配，各工序应由专人指挥.8、吊车进场前上报机械检测合格证及人员地资质证书，吊装前各人员应合理分配，各工序应由专人指挥.9、对运输车辆、吊车及吊装用具进行全面保养，发现性能不良地部位予以更换，确保板梁吊装施工顺利进行.10、预制场位于金城湾3，4 期场地内，由于空心板梁长度18M 超长构件，故预制空心板梁运输须用专用汽车运输.使用机械：18M 预制空心板梁最大重量30t.选用陕汽重卡双桥驱动牵引拖车运载.11、运梁安全措施运输距离较近，考虑个别路面情况较不好，在运输过程中为了预防预空心板梁发生倾侧.故

47、预制空心板梁运输过程中支撑位置要求对称一致，必须用斜撑或托架使其稳定；并应用钢丝绳将梁体牢固地绑扎于运梁地平板车，防止预制梁发生事故.预制空心板梁较长，运输过程中在转弯情况下，会出现预制空心板梁与转盘发生位移及错位现象.因此在车厢板加设钢架护栏，并用木楔卡死，以防预制空心板梁在转弯时发生位移和错位现象.为了使梁体绑扎牢固，本方案采取二点绑扎，尽可能使预制空心板梁受力均匀一致，绑扎点与构件地重心互相对称，绑扎点中心对正重心，不致转弯造成事故.用钢丝绳及手动葫芦将预制空心板梁与车厢板收紧，提高其整体稳定性.在绑扎过程中钢丝绳与预制空心板梁接触部位加设10 10cm 木方支垫，以防钢丝绳损坏预制梁体

48、地边角.运输、绑扎支点控制在空心板地支座支承点处.半拖挂板运梁车车厢设有底垫木块，各部位应详细检查；运梁车后轮装有信号灯，刹车装置，行车速度不超过30 公里/小时.见预制空心板梁运输示意图文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文

49、档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5

50、D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3K2 ZL6M2F7X1I2文档编码:CS2Z9J7K5D7 HL10U7O7I3