各种铺装园林景观工程施工工艺规范讲解.pdf

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1、目录第一章硬景工程第一节、施工放样第二节、基层结构。待深化一、路面基础二、水景结构三、景观小品结构第三节、饰面一、地面饰面二、立面饰面三、水景饰面四、泳池饰面第四节、钢、木、玻璃等施工。待深化第五节、成品保护一、石材二、木结构三、钢结构四、玻璃第二章软景工程第一节、土方工程第二节、种植工程第三节、养护第 1 页，共 163 页第三章、水电工程第一节、管线铺设一、水管二、线管第二节、井盖处理一、铺装地面二、绿地地面第三节、灯具安装一、室外灯具固定二、相关灯具安装要求三、接线要求第四节、配电箱安装第五节、泳池设备安装第 2 页，共 163 页文档编码:CK5N8V3T5A6 HH4N8L7Y9E9

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4、 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5

5、N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9

6、 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5

7、N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9

8、 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7第一章硬景工程第一节、施工放样园林工程的内容通过施工来表达，施工的技巧很大程度受放样的制约，可以说放样是整个工程的重中之重。放样要把整个作品的意境融入实体，如果只是单纯的照抄照搬，那就体现不出设计师所追求的意境，作品只有形而没有神。所以作为一个施工放样人员，首先要理解、渗透进作品的内在，才能表达作品的意图。工程施工按对象不同，可分为土方放样、种植放样和硬景放样。土方放样：包括平整场地的放线和自然地形的放线。平整场

9、地的放线即是施工范围的确定。自然地形的放线是整个放样过程的重中之重，是整个景观工程的骨架，他直接影响着外部空间的美学特征、空间感、视野、小气候等，是其他要素的基底和依托。硬景的园路、景观小品放样必须与地形放样有效承接、相互依托，充分达到设计所要表达的意图。种植放样：绿化种植是绿化工程的主体，植物景观是设计师作品中的的主要构成元素。放样依栽植方式的不同，可采用自然式、整体式、等距弧线等方法达到目的。在三者之中，自然式放样最不易掌握。绿化施工不同于建筑施工，有时一棵乔灌木的位置没有明确的界限，只能根据其体量、色彩和外部环境的第 3 页，共 163 页文档编码:CK5N8V3T5A6 HH4N8L7

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11、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7

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13、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7

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15、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7

16、Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7协调性作出最佳的选择。硬景放样：包括园路、广场、水系水景、景亭、廊架、景墙、挡土墙、花坛、小品等一系列硬质景观元素。对园路广场水系等硬质铺地类可根据施工图中坐标方格网将坐标测设到场地上并打桩标定，然后以坐标桩点为准，在场地地面上放出场地的边线，需要注意场地边线的流畅自然，必要时砌筑砖模，施工时要考虑合理的排水放坡。对景亭、廊架、景墙、花坛、小品等构筑物可根据施工图中坐标测设到场地上定点，同时可选建筑墙体或

17、其他参照物核对样点的精确性。放样过程中遇到图纸尺寸、标高与现场不符时，需及时通知设计师结合现场灵活调整。施工工放样的常见问题：台阶式、坟堆式地形：由于对等高线领会不透，常常在放样过程中造成地形辐射不够，形成台阶式、坟堆式地形，缺乏流畅感，严重的则造成排水不畅。因此在放样过程中一定要注意地形外缘过渡部分的自然。地形和绿化种植脱离：地形和绿化种植应该是相辅相成的，造成这种情况的原因有时是设计图的改变，或者由于某些原因需要临时增减一些苗木或基础设施，这时如何最大限度地保留原作品中的面貌，施工人员的放样就显得特别重要。种植地块走样：在一些自然式种植时，切勿做成第 4 页，共 163 页文档编码:CK5

18、N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9

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21、 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5

22、N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9

23、 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5

24、N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7排大蒜式、列兵式，给种植效果大打折扣。对于一些景点及景观带的放样，应根据树形及造景需要，确定每棵树的具体位置。苗木数量配置不当：这主要是受了施工图的约束。有时临时改变了苗木的规格，或者绿地体量发生了变化，应该现场及时调整，而不能单纯堆砌，做成苗圃式、森林式地块。设计和现场情况脱离：现场局部尺寸、标高、与建筑入户碰头等部位与图纸不符，这种情况发生较多，需请设计师到场及时调整，

25、如果差异不是很大，施工人员也可局部调整，同时征得设计师认可。设计与施工相辅相成，好的设计需要通过施工来表现，而好的施工又可以促使设计效果的提高。如果说设计是灵魂，那么施工就是把无形的灵魂变成有形的景致的一种魔法。第二节、基层结构一、路面基础二、水景结构三、景观小品结构四、泳池结构一、路面基础园路布局是整个景观工程的骨架。一个好的楼盘，他的园路分布必定是将整个绿化与硬质完美的切割，在园路开挖中就进行土方造型的营造，园路块石回填完成第 5 页，共 163 页文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD

26、5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V

27、3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD

28、5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V

29、3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD

30、5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V

31、3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD

32、5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7则土方造型完成，景观地形骨架完成，达到绿化与硬质的完美结合。所以在园路开挖之前对设计的理解尤其重要，在施工中绿化及硬质施工员需通力合作，制定最优化的土方造型营造方案。路面基础是整个硬质工程的基石，直接决定了硬质工程的品质。路面基础一般为地下室顶板路面基础、非地下室顶板路面基础及顶板与非顶板交接处路面基础。一、非顶板上路面基础处理：园路开挖前，需了解所开挖部位的土层结构，土质状况是否能达到设计要求的开挖深度。当开挖至设计标高后发现土层质量较差，土质松软，需对土层进行处理时，需及时上报甲方及设计，调整

33、路面基础结构。一般的处理方法有以下几种：1、加大开挖深度，增加块石垫层厚度，以期达到路面基础稳定性。此方法的缺点是如遇淤泥层过深则块石回填量过大，垫层费用超出预算。梵石花园水系南面消防通道块石回填厚度为1000 厚。2、加大开挖深度，将开挖出的土方翻至园路两侧并晾干，再进行分层回填并夯实。此方法的缺点是机械台班量增加，超出预算，超出正常开挖3 倍的机械费用。优点是分层夯实之后基础牢固、稳定性好，不易下沉走样；无需再使用块石垫层，块石垫层的费用可以节省。第 6 页，共 163 页文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH

34、4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C

35、7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH

36、4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C

37、7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH

38、4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C

39、7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH

40、4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7二、地下室顶板上的基础处理地下室顶板上的基础处理要相对简单，但同时也最容易引起不均匀沉降导致路面下沉断裂。因为土方工程完成后一段时间之后才会进行路面基层的施工。土方会有一个沉降过程，在土方沉降过程中局部位置会因外力而沉降明显，主要体现在以下几个方面：1、土方工程分部位分区块回填施工，先进先沉。最先回填部位产生的不均匀沉降要比后回填的严重。2、外力的影响，外力的影响又可分为几个方面：机械碾压的线路沉降严重；施工人员人为踩出的短期道路；在土方回填过程中因下雨等天气原因造成的早期

41、回填的土层密度高于后期回填的土层密度；因工程需要开辟的临时施工通道，该施工通道一半位置在园路部位上。所以顶板上的园路开挖中尤其要注意土层的不均匀沉降，素土夯实工作要严谨。公司项目经理需书面技术交底，并指派专人负责土方回填工作及园路开挖工作，两项工作的责任人必须为同一人。三、顶板与非顶板交接处的处理顶板与非顶板交接处是路面最容易因不均匀沉降而断裂的部位。在回填土方时，应尽量在该部位回填建筑垃圾至顶板标高，并分层夯实。在路面开挖时，该部位开挖深度加深，增加块石垫层厚度；在砼垫层中增加钢第 7 页，共 163 页文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码

42、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7

43、Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码

44、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7

45、Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码

46、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7

47、Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码

48、:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7筋网片，并设伸缩缝，将沉降引导至伸缩缝位置。二、水景结构水景工程是整个景观工程的灵魂，他将绿化与硬质完美结合，给整个小区注入了血液，盘活整个景观的灵气；水景的结构处理中重点是防水问题；水景漏水主要体现在以下几个方面：1、池底浇筑前找平层内有杂物，及易吸水的垫块未移除；2、灯具等预留孔洞处未做加筋处理；3、管线的布置不合理，从管子处漏水；4、浇筑时振捣不到位，漏振引起的漏水；水景结构浇筑前需严格验收确保按规范要求施工，合理布置管线，预留口处加筋，

49、浇筑时施工员需旁站；水景结构完成后需放水养第 8 页，共 163 页文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9

50、E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:CK5N8V3T5A6 HH4N8L7Y9E9 ZD5S2R8A8C7文档编码:C