发布时间 : 星期三 文章监理规划(1) - 图文更新完毕开始阅读
都江堰市虹口旅游公路灾后恢复重建
工程监理部监理规划及实施细则
·6、报表制度······························································ 18
八、人员进退场计划························································· 19 九、设备、设施进退场计划···················································· 21 十、各种表格······························································ 21 第二篇 监理实施细则······················································ 22 通则······································································ 22 一、本项目的重点·························································· 22 二、本项目的难点·························································· 22 三、工程控制······························································ 22 第一章 路基土石方工程···················································· 23 一、范围··································································· 23 二、路基工程施工监理工作流程·············································· 23 三、一般路基施工工作要点·················································· 24 四、路基压实······························································ 24 五、路基整形······························································ 25 六、场地清理······························································ 25 七、路基挖方······························································ 27 八、路基填方······························································ 29 第二章 路面工程·························································· 31 一、范围·································································· 31 二、试验路段······························································ 31 三、路面基层、底基层······················································· 31 四、水泥混凝土路面面层····················································· 33 五、沥青面层施工监理工作要点 ············································· 36 第三章 交通工程·························································· 40 一、 范围································································· 40 第四章 桥梁工程························································· 43 一、范围·································································· 43 二、一般施工监理规则······················································ 43 三、桥梁工程施工监理工作流程。············································· 44 四、施工测量监理························································· 44 五、明挖基础····························································· 46 六、模板································································· 48 七、钢筋·································································· 48 八、结构混凝土··························································· 48 九、预应力混凝土························································· 51 十、砌体································································· 52 十一、支座······························································· 54 十二、桥梁上部结构安装···················································· 56 十三、桥面工程··························································· 57 第五章 排水与小型构造物·················································· 59 一、范围·································································· 59 二、施工监理的分类························································ 59
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重庆中宇工程咨询监理有限公司
都江堰市虹口旅游公路灾后恢复重建
工程监理部监理规划及实施细则
·三、排水与小型构造物施工监理工作流程····································· 59
四、排水与小型构造物的施工监理············································ 59 第六章 防护工程·························································· 63 一、范围·································································· 63 二、护坡、护底（重力式）挡土墙施工监理工作流程。····························· 63 三、挡土墙································································ 63 第七章 计量和变更························································· 65 一、计量流程······························································ 65 二、变更流程······························································ 65 第八章 安全生产和文明施工监理措施········································· 67 一、安全生产监理措施····················································· 67 二、文明施工和道路保通··················································· 78 附件1分项工程监理程序使用说明············································ 80 附件2路基、路面压实度评定··············································· 82 附件3水泥混凝土弯拉强度评定·············································· 84 附件4水泥混凝土抗压强度评定·············································· 85 附件5水泥砂浆强度评定···················································· 87 附件6半刚性基层和底基层材料强度评定······································ 88 附件7路结构层厚度评定···················································· 89 附件8路基、柔性基层、沥青路面弯沉值评定·································· 90
重庆中宇工程咨询监理有限公司
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重庆中宇工程咨询监理有限公司
第一篇 监理规划
一、工程概况
都江堰市虹口旅游公路灾后恢复重建
工程监理部监理规划及实施细则
1、工程简介
2008年“5.12”汶川大地震中，都江堰作为重灾区之一，许多公路受地震影响，公路沿线的山体产生了大量的崩塌和滑坡，导致路面开裂、交通受损，严重的制约了该区正常生产，对当地人民群众生活和旅游事业的发展带来了很大影响，为了响应国家尽快救灾恢复正常生产的号召，公司承担了都江堰紫坪铺镇至麻柳坪附近，路线全长25.640㎞的公路灾后重建的监理工作，该公路为都江堰市虹口旅游公路。
本项目位于龙门山断裂带上，地震前时有危岩落石现象发生。加上受“5.12”特大地震影响，本路破坏严重，其中手爬岩至峡口岩段尤为突出，地震使山体破碎，产生大量的塌方，形成山体坍塌面最高处达450M，同时随时伴有严重的危岩、落石发生，如进行彻底整治，难度大。本项目一直沿白沙河左岸进行，白沙河岸坡陡峻，河谷水流急，给灾后重建带来一困难。根据现场勘测得知，起点至八角庙段原路路基宽度在7.0M～7.5M之间，路线基本上能达到设计30㎞／h的三级公路标准，局部地段路线只能达到四级公路标准；八角庙至 路线终点原路路基宽度在4.0M～5.5M之间，为等外级景区公路。
本项目分为三个标段，第一标段起于都江堰市紫坪铺镇，终于久红村；第二标段起于久红村，终于红色村；第三标段起于红色村，终于黄坡。全线共设2处断链，断链桩号（K7+760=K7+843.226，长链83.226米，K11+650=K11+655.696,长链5.696米）道路起点坐标（N=21379.624，E=24969.456；道路终点坐标N=8117.203，E=12600.202）本项目起点至八角庙原则上按设计速度30Km/h,路基宽度7.5m，路面宽度6.5m重建；八角庙至项目终点，原则上按设计速度20Km/h,路基宽度4.5m，路面宽度3.5m的四级单车道公路进行恢复重建。两侧路肩宽50cm，在K7+661.27位置有一座加宽的久红小桥。
按交委要求，本项目为灾后恢复重建，即原则上不改变既有路线形和路基宽度的条件下，进行边坡整治、加固，恢复交通标志及标线工程，所采取的工程措施主要是增强边坡的稳定性，降低交通事故的发生概率。本次重建对既有公路路宽、路等级不作调整。
2、本项目参建单位：
业主单位：都江堰市交通局
设计单位：中国华西工程设计建设有限公司 监理单位：重庆中宇工程咨询监理有限公司 施工单位：1、贵州建工集团总公司
2、攀枝花公路建设有限公司 3、攀枝花公路桥梁工程总公司
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重庆中宇工程咨询监理有限公司
3、主要技术经济指标 序号 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
都江堰市虹口旅游公路灾后恢复重建
工程监理部监理规划及实施细则
指标名称 2 一、基本指标 公路等级 计算行车速度 交通量 征用土地 临时用地(弃土场用地) 预算总额 二、路线 路线总长 路线增长系数 平均每公里交点数 平曲线最小半径 回头曲线 回头曲线最小半径 平曲长占路线总长 直线最大长度 最大纵坡 最短坡长 竖曲线长占路线总长 平均每公里终坡变更次数 竖曲线最小半径 凸形 凹形 三、路基路面 土石方数量 (1)土方 (2)石方 平均每公路土石方 (1)土方 单位 3 级 辆/昼夜 亩 亩 万元 公里 个 米 个 米 % 米 %/处 米/处 % 次 米/个 米/个 立方米 立方米 立方米 数量 4 三级公路 30 9143.96 25.724 1.424 11.984 9.4 5 9.4 49.530 486.645 10.22/1 60 33.383 8.786 300/4 300/1 720770 1293950 2812 备注 5 旅游公路 回头曲线处 盘山公路 2