城市人行道花岗岩平板铺装的施工方法2.pdf

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1、1 城市人行道花岗岩平板铺装的施工方法1 前言近年来，随着各地区的经济不断发展，人民生活水平的不断提高，在市政道路建设方面，为了体现人性化的设计理念创造和谐社会，提升城市的品位，改善城市环境，方便人民的出行和生活，越来越多的市政道路的人行道开始采用花岗岩平板面层，与原来广泛使用的水泥人 行 道 砖 相 比，由 于 花 岗 岩 平 板 原 材 料 单 位 面 积 大（常 用 规 格 长*宽*厚 为600mm*300mm*20mm、600mm*600*20mm、900mm*600mm*20mm），材质坚硬具有强度高，耐磨性好，防水性好，耐腐蚀，稳定性好、美观平整等许多优点。花岗岩平板的边角料可以在

2、局部区域做成美丽的碎拼图形图案，既节能又环保。花岗岩平板人行道在投入使用后破裂率小，维修费用低。传统的路基和基层的强度较低，稳定性差，人行道水泥砖的单位面积小，强度低，投入正常使用后因密实度和沉降量不均匀，易发生局部水泥砖下陷和挤浆现象，降低和破坏道路的平整度和行走的舒适。随着经济的发展和生活水平的提高，外出旅游的人数急剧上升，原人行道的铺装等级已经满足不了经济发展形势的需要。积极推广应用新技术、新方法、新工艺、新材料提高人行道的铺装质量势在必行。绍兴市建筑设计研究院，建设单位根据道路实际情况，提出了“强基优面“的人行道设计方案，施工单位制订了“人行道花岗岩平板铺装”专项施工方案。在绍兴县金柯

3、桥大道改造工程一期，二期，三期中实施，取得了良好的经济效益和社会效益。2 施工方法的特点2.1、强基：通过对基层和底基层的施工工艺的部份调整，提高基层和底基层的强度、性能和稳定性。2 2.2、优面：人行道花岗岩平板的面层美观、质地坚硬、强度高，平整度好，使用寿命长，是城市人行道的高档铺装材料。2.3、减少维修次数和维修费用，节省原材料。减少了建筑垃圾的排放数量，提高了经济效益和社会效益，为节能减排，建设节约型的和谐社会作贡献。3 适用范围适用于大中城市道路、中高档住宅小区道路人行道的新建及改建工程，城市休闲广场地面铺装。美化环境，提高城市的品位。4 工艺原理强基优面，耐久美观，高质量，高品位是

4、城市道路建设和施工的主流。在城市人行道铺设施工中，按照市政道路工程质量检验评定标准CJJI-90、城市道路路基工程施工及验收规范 CJJ44-91、固化类路面基层和底基层技术规范CJJ/T80-98、土工试验方法标准GBJ123 的相关内容对基层及底基层的部份工艺调整，在达到联锁型路面砖路面施工及验收规范 CJJ79-98 的要求基础上，使人行道铺装质量提高一个技术标准档次，比用常规施工工艺在质量和使用寿命上有了很大提高。5 施工工艺流程及操作要点施工流程号工艺名称操作要点备注1 测量放样测量原地面标高，主要控制点坐标、标高2 路基清理、平整清除腐殖土、杂物仅一切有害的垃暗沟、水塘需排水清文档

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7、1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR

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9、10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 Z

10、R6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8

11、V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q93 圾平整夯实路基淤后用塘渣分层压实填筑（塘渣粒径不大于15cm，每 层 为30cm），特殊情况可采用 抛 石 挤 淤 的 方 法（块 石 粒 径 不 大 于40cm）。3

12、 塘渣垫层分层填筑每层松铺厚度30cm，塘渣粒径不大于15cm，压实度 93%以上，垫层厚度不小于40cm。对部份达不到40cm的区域可以采用级配碎石填筑，但必须保证压实度。4 3%4%水泥碎石稳 定 底 基 层 厚10cm 施工前在塘渣垫层上洒水湿润，但不得有积水，施工时应连续作业，控制材料最佳含水量在6%左右，压实度95%以上。要求坚实平整，结构均匀，表面无松散颗粒，纵坡、横坡均符合要求，保温养护7 天以上需 测 试 弯 沉 值。Eo40mpa29.2;1/10mm 5 C15混凝土基层厚度不得小于60mm，施工前清理水泥碎石稳定基层上的尘土等杂物，并洒水湿润，不得有积水，混凝土应控制配合

13、比，浇筑时的塌落度宜为 1030mm，搅拌必须均匀，浇筑时应连续作业，每隔 1015m设横向贯通伸缩缝,缝宽5mm10mm。当施文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R

14、10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 Z

15、R6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8

16、V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档

17、编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL1

18、0M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y

19、1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q94 工间歇时间超过规范规定时，应按施工缝

20、进行处理，铺设后应振捣密实。表面采用木抹子搓平。在12h内采用草包等加以覆盖并浇水，常温下养护 14d。养护结束后伸缩缝部位采用SBS沥青灌缝。6 测量放样测量基层的标高、平整度、坡度7 1：2 干水泥砂浆找平层找平层厚度不得小于20mm,施工前混凝土基层应清理表面的泥土杂物，表面洒水湿润，纵横方向根据测量放样设灰饼以控制铺设厚度，铺设前行刷一遍素水泥浆，水泥浆的水灰比控制在0.40.5，随刷随铺设水泥砂浆拌合料，水泥砂浆应铺平振实，坡向、坡度正确。找平层与混凝土基层要求结合牢固，不得有空鼓。表面密实，不得有起砂、裂缝等。坡向、坡度要求正确，无积水。8 测量放样测量找平层的标高、平整度、坡向、

21、坡度；面层测量放样。9 花岗岩平板色泽应基本一致，拉丝糟严格按设计要求进行加工。板材在铺设前背面（下面）应洒水湿润，阴干或擦干后使用，水泥砂浆结合层和花岗岩平板应分段同时铺筑，铺筑要先进行试铺，按照测量放线给出人行道面层标高，通过排线先铺筑几条符合标高的花岗岩平板作电力窖井，通讯检查井，雨水井的井盖材料力求与人行通面板的材质配套，增加整体性和美观。文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q

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24、J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6

25、 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8

26、N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X

27、7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X

28、7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q95 为标准（相距5m左右），然后进行全面铺设。铺筑时板材要求四角同时下落，并用木锤或橡皮锤均匀敲击 平 实，平 整 无 起 翘，施 工 缝1mm2mm。人行道进出口斜坡应连接平顺，斜坡与人行道连接的过度段的坡度不宜大于20%。靠侧石的花岗岩平板应高出侧石顶5mm，以利于人行道横向排水。靠近雨、污水井的部份不得使用切断块，未铺设的部份采用细石混凝土填补好。铺设时用 3m真尺校正平整度，用水准仪控制标高及坡度。面层铺设

29、后12d 内用细砂进行嵌缝，铺设完毕后养护 7d（3 天内不能上人）。10 检查花岗岩平板的标高、平整度、纵坡、横坡，外观质量。符合各种规范要求。6 材料与设备本施工方法中主要的施工材料为：花岗岩平板，塘渣，碎石，混合料配制用的水泥和各种规格、材质的黄砂、石子。本施工方法中使用的设备小型控掘机、压路机、平板振动机、350 搅拌机等。文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL

30、10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3

31、Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 H

32、R7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8

33、R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7

34、ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R

35、8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文

36、档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q96 7 质量控制本施工方法的主要质量控制点是原材料的质量，基层强度，面层的平整度、横坡。7.1 原材料的质量是影响工程质量的一个重要环节，本施工方法涉及的原材料中混合料及花岗岩平板的质量是主要的控制点。本施工方法中所有涉及的原材料均按规范要求进行检验测试，其中天然花岗岩平板的放射性测试直接关系到对人的影响尤为重要，所以必须符合天然石材产品放射防护分类控制标准JC518-93 的要求。水泥标号不得低于325 号。碎石应洁净、坚硬，符

37、合普通混凝土用碎石或卵石质量标准及检验方法JGJ53的要求。砂应符合普通混凝土用砂质量标准及检验方法JGJ52的要求。对花岗岩平板主要控制原材料的尺寸，强度及表面色差。7.2 塘渣垫层，水泥碎石稳定底基层，C15 混凝土基层应严格按设计及有关规范的要求组织施工。7.3 花岗岩平板面层铺装应按设计要求放坡和控制面层的平整度、色差。8 安全措施本施工方法的施工地是城市新建道路或改造道路休闲广场车辆和行人繁杂，所以施工期间的安全防护很重要。8.1 施工区域要用钢管固定加彩钢瓦进行围护，保证施工期间不受外界人车的干扰。8.2 夜间要悬挂红灯照明警示，有利于车辆和行人的安全通行。8.3 在十字路口及主要

38、的施工区域设置交通指示牌和安全警示牌。8.4 必要时铺设临时通道，有利于行人安全通行。文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:

39、CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7

40、J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6

41、 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8

42、N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X

43、7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X

44、7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q97 9 环保措施9.1、严控夜间施工作业，合理安排作业时间，尽量减少混合料搅拌机械

45、及施工车辆的使用，减少噪声对城市环境的污染；9.2、精确计算施工中需要的各种原材料的用量，对能使用的零碎材料尽理利用，减少施工中垃圾的产生，节约原材料，保护环境卫生；9.3、施工过程中及时清理施工和周围区域的尘土、污水等，建筑垃圾及时清运，防止产生扬尘，污染空气和影响交通。9.4、严禁施工材料乱堆乱放，保证施工场地的整洁。9.5、对职工进行文明施工的教育，杜绝不文明施工的现象。10 效益分折本施工方法与常规的施工方法相比经济效益与社会效益都很好。具体情况见附表：10.1、经济效益分析：本施工方法与常规的施工方法相比，由于垫层和底基层的施工方法上基本一致，所以经济效益主要体现在面层材料及投入使用

46、后的维修费用。根据现行的市场价格，在造价方面，每平方花岗岩平板的造价在60 元/m2左右，水泥混凝土人行道砖的造价在55 元/m2左右，两种材料的价格基本持平。但是由于花岗岩平板的原材料单位面积较水泥混凝土人行道砖原材料单位面积大很多（花岗岩平板的常规原材料单位面积为 0.18m2、0.36m2、0.54m2三种，水泥混凝土人行道砖的常规原材料单位面积为0.03m2、0.06m2两种）。同样使用花岗岩平板和水泥混凝土人行道砖中两种量大规格的原材料进行铺设，花岗岩平板只需要2 块就可以铺设1m2，而不泥混凝土人行道砖则需要约16 块才能铺设1m2。嵌缝的细砂花岗岩平板每平方米只需要0.00000

47、18m3，而水泥混凝土人行道砖则需要0.000045m3。由此可见，同等条件下，花岗岩平板和水泥混凝土人行道砖在实际施工中，花岗岩平板约可以节约人工6 倍左右，嵌缝用细砂用量约是水泥混凝土人行道砖的/25。花岗岩平板比水泥混凝土人行道砖在面层铺装工序上可以缩短工期6 倍左右。文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7

48、R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9

49、文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:C

50、L10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J3Y1I6 HR7R8N8R10X7 ZR6X7R8V4Q9文档编码:CL10M7J