单支点索道运输施工方案.pdf

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1、山体公园单支点索道运输施工方案一、山体公园铁塔工程概况工程沿线地形以高山大岭为主，地表植被茂密，树木密集，且沿线村庄较少，几乎没有运输道路可以利用，工程材料、器材运输十分困难。其中铁塔位距小型山地运输车辆可到达之处最远约有4km，修筑盘山运输道路要损毁大量树木和植被，占用大量土地，经核算要实现修路运输，投资额巨大，且不符合国家环保、土地和林业政策要求。加之上述塔位工程材料、器材的运输量大（累计约120t），若以传统的人力或畜力运输，除需要修筑简易的运输道路外，劳动强度高,施工效率低,运输周期长，另外塔材单件最重达,采用人力和畜力运输根本无法运输。二、单支点索道运输施工技术应用对现场进行多次详细

2、的实地调查，并结合山区施工材料运输常用的“道轨运输”、“索道运输”和“地面牵引拖车运输”等几种方法。经过周密的可行性分析和技术经济比较后，认为采用单支点架空索道运输具有施工投入小、作业简单、劳动效率高、受天气及外部环境因素影响小等优点，同时避免了因修筑运输道路而占用大量土地，损毁树木和植被，符合绿色环保施工的要求，对于解决山区和林区施工材料和器材的运输难题具有较高的经济技术性能比。三、架空索道架设位置的确定对拟选取的各种架设位置进行现场实地调查，并按照架空索道跨距最小、中间没有明显凸出物、两端地势平坦的原则择优选取；架设位置确定后使用全站仪对其平断面进行精确测量。四、架空索道运输有关技术参数选

3、取索道型式：单支点单索往复式架空索道；跨距：200400m；高 差 角：高差角一般在45以下，最大不超过60；运载能力：最大运载能力2t；运行速度：运行最大速度为2m/s；承 载 索：普通钢丝绳(637 股)，安全系数取；支 撑 架：360 360角钢抱杆；牵引动力：卷扬机1 台（5t）；牵 引 索：9 普通钢丝绳(637 股，参考重量 m)，安全系数取；计算条件：不考虑覆冰影响、温度变化的影响和风力的作用。计算索道档距离为200400m（按实际测量档距为准）,高差角为 45,支撑架高度根据具体地形和高差以及跨越物确定，本工程选择抱杆高度为9m。五、架空索道的组成及现场布置架空索道由承力索、支

4、撑架、牵引、吊运等四个系统构成，详见图5-1。文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 H

5、H10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3

6、HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3

7、 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K

8、3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2

9、K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L

10、2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1五、索道运输的安装与调试架

11、空索道运输系统的安装与调试流程机具运输清理通道埋设地锚支撑架安装承力索架设牵引系统安装提料斗安装(吊装动滑车组安装)系统调试原材料运输。索道运输系统的安装与调试流程分述如下：清理通道将架空索道走廊内影响索道安装或运输的地上障碍物清理干净，并对两侧料场及支撑架安置处的地面进行平整。地锚埋设地锚规格和埋设位置符合架空索道平面布置要求，7t 地锚钢丝绳套为双套，卸扣为 8t 级；7t 地锚的有效埋设深度满足，3t 地锚的有效埋设深度满足，马道坡度不大于40o。支撑架安装如图 6-1 所示，使用360360 钢抱杆作支撑架，其脚部安装防沉鞋并设有 15 链裆钢丝绳，防其不均匀下沉和侧滑；支撑架头文档编

12、码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档

13、编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文

14、档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1

15、文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K

16、1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5

17、K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J

18、5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1部设拉线环，便于在45o 方向上设置拉线。支撑架组装后应平直，弯曲不超过1%。

19、支撑架在地面组装后，采用5m人字木质抱杆起立。支撑架在正常状态下只承受轴向压力，禁止在支撑架中部加载额外荷载。图 5-1 索道支撑架组装示意图承力索架设如图 6-2 所示，承力索采用张力牵放方法架设。具体施工方法如下：首先，用动力伞展放 4 迪尼玛绳，然后用 4 迪尼玛绳张力展放 9 牵引索。第二步：将承力索线轴通过 5t 机动绞磨后和盘在5t 卷扬机线轴上的 9 牵引索连接。第三步：启动5t 卷扬机慢慢收回 9 牵引钢丝绳，并控制绞磨缓缓松出承力索，始终保持被展放的承力索呈架空状态。第四步:当承力索头被牵至支撑架并通过承力滑车后，再继续将其牵至地面锚线位置，用卡线器锚固承力索,松出其端头并与

20、已设置好的7t 承力索锚固地锚连接。机动绞磨回卷收紧承力索，调整承力索空载弛度较承力索设计空载弛度f0大 12m左右，最后将承力索通过6t 链条葫芦及 8t 旋转连接器与 7t 承力索锚固地锚连接。调整 6t 链条葫芦，将承力索弛度细调至f0。文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:C

21、D10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:

22、CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码

23、:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编

24、码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档

25、编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文

26、档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1

27、文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1图 5-2 承力索架设施工示意图牵引系统安装牵引系统由 5t 卷扬机、9牵引钢绳索、7t 地锚等组成。5t 卷扬机采用电动型式(20kW柴油发电机组供电)；5t 卷扬机使用一个7t 地锚（独立双套）锚固；卷扬机安装位置平整，牵引索方向垂直于钢绳卷轮；卷扬机的盘绳长度不少于 500m。系统调试检查人工将从 5t 卷扬机引出的 9 牵引索通过 3t 转向滑车并与悬挂在行走滑车下方的配重铁连接后，回松卷扬机，配重铁在重力作用下将后

28、9 牵引索端头引至下锚固点与提料斗或吊装动滑车组可靠连接，并开始进行系统调试。系统调试重点检查的项目有：系统各部连接是否可靠；空载承力索弛度是否满足要求，两侧地锚是否牢固；支撑架是否有变形弯曲现象；发电机组、卷扬机等电气设备是否可靠接地；卷扬机刹车是否齐全有效；高速行走滑车是否转动灵活，润滑油是否已按要求涂抹；架空索道两侧是否能保证通讯畅通，文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K

29、1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5

30、K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J

31、5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3

32、J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O

33、3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6

34、O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C

35、6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1安全警戒工作是否安排落实到位。六、索道运输施工经过系统调试检查，判定各系统正常后，即可加载正常运输。索道运输时应根据基础、组塔、架线三大工序工程材料和器材的特性，选用不同的运输方式：砂、石料运输如图 6-1 所示，基础砂、石采用容积为，并设有自卸装置的提料斗进行运输，在卸料点前侧 58 米的位置设置 1 根卸料挡杆进行自动卸料

36、。图 6-1 架空索道运输砂、石料施工示意图重量不超过的塔材、机具及器材运输图 6-2 单索运输大件示意图如图 6-2 所示，使用一套索道运输系统。沿承力索方向顺向布置2 套行走滑车，装料场用吊装带或高强卸扣通过吊装钢绳套将吊运构件与起吊滑车组下的动滑车连接在一起，同时在构件的起吊侧适当位置附带一根卸料钢绳套；启动卷扬机，收紧牵引索进行运输，当塔材或器材被运输至卸料位置时，通过卸扣将卸料钢绳套与绑扎在支撑架上的钢绳套连接，回松牵引索，缓缓的将构件或器材落至地面。卸料完成后，将卸料钢绳套挂在吊装滑车组下端，收紧牵引索使吊装滑车组悬空，再回松卷扬机，使其在自重力作用下快速返回装料场，进行下一次构件

37、或器材的运输。重量为 1t 的构件或器材运输如图 6-3 所示，使用两套并联索道运输系统运输。在两套索道运输系统上分别布置1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P

38、7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10

39、P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH1

40、0P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH

41、10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 H

42、H10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3

43、HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3

44、 HH10P7T7H5L10 ZZ8C6O3J5K1套行走滑车（其下端连接一套起吊动滑车组），穿过动滑车组的两个9 牵引索端头通过牵引支架与从卷扬机引出的11 牵引索相连；在装料场用吊装带或高强卸扣通过吊装钢绳套将吊运构件与起吊滑车组下的动滑车连接在一起，同时在构件的两起吊侧适当位置各附带一根卸料钢绳套；启动卷扬机，收紧牵引索进行运输。当塔材或器材被运输至卸料位置时，通过卸扣将卸料钢绳套与绑扎在支撑架上的钢绳套连接，回松牵引索，缓缓的将构件或器材落至地面。卸料完成后，将卸料钢绳套挂在吊装滑车组下端，收紧牵引索使吊装滑车组悬空，再回松卷扬机，使其在自重力作用下快速返回装料场，进行下一次构件或器材

45、的运输。图 6-3 双索运输大件示意图七、索道运输安全技术措施一般要求架空运输索道的设计、安装、使用、维护等工作，应严格遵守电力建设安全工作规程及有关技术规定。施工前对全体施工人员进行详细的技术交底。索道运输工作应设专人指挥，指挥人员应位于架空运输索道两侧通视地点，且配备无线通讯设备指挥工作。运输索道正下方左右各10m的范围为危险区域。危险区域内设置明显醒目的警告标志，并设专人监管，禁止有人逗留。运输过程中严格控制索道的运载重量，不允许超过设计运载能力。遇有雷雨天气、五级风以上天气时，停止索道运输工作。牵引系统文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K

46、1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5

47、K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J

48、5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3

49、J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O

50、3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6O3J5K1文档编码:CD10F7D5L2K3 HH10P7T7H5L10 ZZ8C6