地下室车库顶板土方回填施工方案.pdf

《地下室车库顶板土方回填施工方案.pdf》由会员分享，可在线阅读，更多相关《地下室车库顶板土方回填施工方案.pdf（6页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、地下室车库顶板土方回填施工方案编 制：审 核：批 准：十四冶建设集团云南第四建筑安装工程有限公司二零一三年九月二十七日目录一、工程简况.1二、编制依据.1三、施工形象进度安排.1四、主要采取的施工方法.1五、质量保证措施.3六、车库顶板土方回填施工的难点与重点.4七、安全防护及文明施工措施.5第 1 页，共 6 页一、工程简况1.1 工程名称：云南艺术家园区建设工程C 标段1.2 建设单位：云南艺术家园区房地产开发经营有限公司1.3 监理单位：昆明艺汇工程监理咨询有限公司1.4 设计单位：云南世纪阳光建筑设计有限公司1.5 地勘单位：中国建筑西南勘察设计有限公司1.6 工程地点：昆明市官渡古镇

2、龙马村1.7 工程简介：本工程工程主要建筑为6-8 层的住宅楼，辅有1-3 层的配套建筑，地块均设有1-2 层地下室。标段用地面积83762.7m2(约 125.64 亩)，总建筑面积为225409.99m2；地上建筑面积150780.99 m2，地上 25 栋。地下建筑面积74629.00 m2，地下为车库、超市。车库顶板结构标高为-2.300m，坡度为1%，各栋号填土标高为-0.300m，地下室车库顶板回填深度约为2.0-2.4m，总回填土方量估约8 万方。二、编制依据2.1、云南艺术家园区建设工程C 标段施工图纸及图纸会审纪录。2.2、有关工程的洽商、修改变更、通知等书面文件或协议。2.

3、3、国家现行的法律法规及相关施工验收规范、标准。三、施工形象进度安排根据指挥部的工期总体要求，拟定9 月 28 日开始进行地下室顶板土方回填，力争10 月底大面回填土完成！为确保回填土的质量，拟确定C6#栋与 C1#栋之间的“4#区块”为作为回填土施工实验段！四、主要采取的施工方法4.1、施工工艺流程车库顶防水层等分项工程验收 检验土质 分层铺土 分层碾压 检验密实度 修整找平验收铺上层土 按下层土施工步骤施工直至设计高度4.2、施工准备4.2.1、应掌握C 标段土方回填的相关要求，与指挥部及监理积极沟通，创造施工条件，以便回填前的相关工作顺利开展。4.2.2、技术准备1、回填土前应根据工程特

4、点、填方土料种类、密实度要求、施工条件等组织施工。第 2 页，共 6 页文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 H

5、B10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 Z

6、K7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编

7、码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5

8、 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3

9、 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文

10、档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F12、至艺术家园区指挥部指定的堆土场拉运土方进行回填。3、根据分层回填厚度测放出回填标高控制线，以控制回填土的标高或厚度。4、按划分的填土区块位置，土方机械、车辆按建筑设计图纸确定的消防车道行走

11、，其他位置严禁通行！5、依据工程特点和填方土料种类通过实验确定含水量、虚铺厚度、压实遍数等参数，并向操作人员进行技术交底。4.2.3、工器具、机械设备准备：挖机、推土机、装载机、碾压机、蛙式打夯机、测量仪器、简易土工实验工具及其他铁锹（尖头与平头两种）、手推车、手锤、梯子、铁镐、小白线、钢卷尺等，其中车辆必须为中、小型机械，车库顶板限载上车。特别注意：（1）咨询现场结构设计代表后，车库顶板上行消防车辆不能超过30 吨；（2）按指挥部通知要求，车库顶板内严禁使用8 吨以上及带振动的碾压机械操作。4.2.4、现场准备1、车库顶板所有附属土建结构完成；2、车库顶部的防水层及砼保护层施工完成并验收合格

12、，并做好隐蔽工程验收记录；3、塔吊、井吊预留口砖砌240mm 挡土墙（沿洞口侧的框架梁砌筑）验收合格！4、在临近的固定建筑物抄上标准高程点并弹好回填土分层线。5、影响回填土方的相关室外给、排水管道的预埋（预留）工作完成。6、回填区域周边的人行或车行通道暂时封闭，无关人员及车辆严禁进出。7、安排专人加强回填土区域的地下室顶部梁、板的巡查与监测，一有异常及时报告。4.3、土方回填施工1、车库顶防水层等分项工程验收：(1)砼保护层上的垃圾、树根等杂物清理干净，检查防水层是否破损?(2)防水层进行认真检查是否有破损，特别是后浇带及交接口的地方；(3)车库顶上防水层、水电预留（预埋）等相关工作完成并验收

13、合格。2、检验土质：检验回填土料的种类、粒径，有无杂物，是否符合规定，以及各种土料的含水率是否在控制范围内。如含水率偏高可采用翻松、晾晒等措施；如含水率偏低，采用预先洒水润湿等措施。3、分层摊铺回填土：1）开始回填时，应做好接槎，预先填消防车道，形成填土车行通道，以便自卸汽车就位弃土并不破坏防水层或结构层；第 3 页，共 6 页文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3

14、X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4

15、X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V

16、8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4

17、S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6

18、A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V

19、2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5

20、L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F12）弃土后，采用装载机开始摊铺，并同时铲到消防车道的两边作为种植土，机械不能到达的地方人工进行配合。3）填方每层铺土厚度根据土质、压实的密实度要求和压实机械性能确定；（结合原回填基坑土方实验数据暂定：机械碾压500mm，含水率16-19%，夯压遍数8 次；人工碾压不宜超过300mm，含水率16-20%，夯实遍数6 次。具体调整待另行取样实验为准）厚度控制方法为：临近固定建筑物的填土厚度通过弹好回填土分层线控制，中间区域通过水平仪打点控制。4、填土压实方法：填土的压实方法一般有碾压法、夯实法、振动压实法等几种，本工程以碾压法为主，

21、其他方法为辅，如局部采用蛙式夯机，碾压时，轮（夯）迹应相互搭接，防止漏压、漏夯。5、碾压机械压实填方时，应控制行驶速度；盲沟之处，不允许机械直接在上面通过，必须有保护措施，应做好接槎。分段填筑时，每层接缝处应做成大于1:1.5 的斜坡，碾迹重叠0.50m1.0m，上下层错缝距离不应小于1m。回填土每层压实后，应按规范规定进行环刀取样，测出土的最大干密度，达到要求后再铺上一层土。6、填方完成后，表面应进行拉线找平，凡高于规定高程的地方，及时依线铲平；凡低于规定高程的地方应补土夯实。7、排水要求：1）填土区如有滞水时，应四周设置有排水沟的集水井，将水位降低。2）已填好的土如遭水浸，应把稀泥铲除后，

22、方能进行下道工序。3）填土区应保持一定横坡，或中间稍高，两边稍低，以利排水。当天填土，应在当天压实。8、遇到雨期时，施工的工作面不宜太大，应逐段、逐片分期完成。土方回填工程，应尽量在雨期前完成，回填土应连续进行，尽快完成。现场应设有防雨及排水措施。五、质量保证措施5.1、土方回填前要清除砼保护层上的垃圾、树根等杂物，抽除积水或淤泥。5.2、对填方土料应按设计要求验收后方可填入。5.3、填方施工过程中检查排水措施，每层填筑厚度、含水量控制、压实程度。填筑厚度及压实遍数应根据土质、压实系数及所用机具确定。5.4、填方施工结束后，应检查标高、压实度等，检验标准应符合下表的规定：项序工程允许偏差或允许

23、值（mm）检验方法基槽场地平整管沟地第 4 页，共 6 页文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4

24、X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V

25、8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4

26、S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6

27、A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V

28、2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5

29、L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1人工机械（路）面基层主控工程1标高-50 30 50-50-50水准仪2分层压实系数设计要求按规定方法一般工程1回填土料设计要求取样检查或直观鉴别2分层厚度及含水量设计要求水准仪及抽样检查3表面平整度202

30、0302020用钢尺或水准仪5.5、成品保护1、夜间施工时，应合理安排施工顺序，要设有足够的照明措施，防止铺填超厚。2、已完成的填土应将表面压实，路基应做成一定的坡向排水。5.6、应注意的质量问题：1、填土方工程应分层填土压实，采用同类土；若须用不同类土时，应把透水性较大的土层置于透水性较小的土层下面。2、按要求测定土的最大干密度：回填土每层都应检验密实度，符合相关要求后方能摊铺上一层土。3、回填应分层对称：防止造成一侧压力，出现不平衡，以防影响构筑物。4、防止回填土下沉：应注意回填土料情况及虚铺超厚或漏压、未压够遍数等问题。5、填方应按设计要求预留沉降量，如设计无要求时可根据工程性质、填方高

31、度、填料种类、密实要求和地基情况等与建设单位共同确定。六、车库顶板土方回填施工的难点与重点（一）难点本工程地下车库顶板的土方回填，难点在于车库顶板按使用功能分区，有消防车道、人行道及绿化区域，不同的分区建筑与结构设计有限载不同的限载要求，故考虑地下车库顶板的安全，回填土方的机械设备受限；咨询现场结构设计代表后知：第 1，进场车辆及设备的行走路线须在“原设计规定的消防车道范围，不然其余范围是没有考虑消防车荷载的”。第 2，消防车道一般考虑的是30 吨荷重；车库顶未回填土之前，车道上考虑的设计活荷载为第 5 页，共 6 页文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V

32、8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4

33、S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6

34、A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V

35、2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5

36、L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10

37、K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M

38、7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F116KN/m2。（二）控制重点车库顶板回填土的重点有：第 1，车道挡墙侧及排水盲沟侧回填土的碾压与夯实；第2，砖砌挡墙、盲沟与防水层的保护；第3，塔吊、井吊预留口等2M 以内位置的土方回填；第4，自卸汽车瞬时弃土时控制。上述各控制重点位置的回填，切忌蛮冲乱干，宜专人负责控制与管理。七、安全防护及文明施工措施6.1、施工现场土方应集中堆放，

39、用密目网满覆盖等措施，避免大风天气造成扬尘。6.2、施工垃圾、生活垃圾应定期清理，以免污染环境。6.3、回填时，应定期不定期检查有无异常迹象，操作人员应正确佩戴安全帽。6.4、回填应分层对称进行，防止造成两侧压力不平衡，使墙体变形。6.5、蛙式打夯机使用前应对各部件进行认真检查，电机及接线头应有良好绝缘。夯土时应由两人操作，一人操纵机械，一人拉持电缆，操作人员应穿绝缘胶鞋、戴绝缘手套。操作时，夯机前进方向严禁站人，多台机械同时作业，应相距5m 以上。停用或停电时必须切断电源。第 6 页，共 6 页文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5

40、L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10

41、K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M

42、7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:C

43、L5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB

44、10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK

45、7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1文档编码:CL5L4S3X9P5 HB10K6A4X7D3 ZK7M7V2V8F1