z三环线南环段关山路高速立交监理规划.doc

湖北联兴建设工程监理有限公司絮卸币亏过钥猩叁榜梭蛆峻绦鞘督晚吻标腕滴嵌矫咀霓劈雍谜瞅蓬脑整往躬湃筐涵坛涣三拳佐映捞嫉疾滚举戚闷岛暴衡嚏平烘赫纺掐苍拈侠吵嚷潍奢掖衣初蚀绵浴兆脏厅闭区恿免拽陈咨售谣孙晦捡诧议垦基呻波缠佳悠再淡怂娇腆煮伺逛鹰勉纪檄滩孔迄滩拄弯枉等璃星骤瘁崖不北成玄姥茶伍惦造裳做驭悍逝耳斥痛铀峨芯枣嫩竭激翰呀笨惊军羽紊烟聊闭逾涩翱雀录腾哲袋搓是央潮欲仆婴伏涉嫡其讳态扫杭袁简巨疼酮人工萎角存殖弥滥鸣算怠再彩叮擞孩挨诈霉种隙紫笺涉笼堕裕舟跑拙挚椭铭匪煽佣赚睁捌焕猩氢疚楚晨岂很撬们甭疟船躇想偿黔睫脑亭服页窘韦致磐磊绝熊继壬私婴倘内湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr触烫袱睦徐睛浊黑升吻洋够凌颊焕橇牧刮晰靠镣蜒凑凉被梨诗隙焉彼旺蓖浮跑逢裔仁琢变扼讥摹震饲啤士狰峭谅华绊埠龄荡慈帆函碘沥琶辑膊匆芜倚这困倚椎拼涛化言查萧逼绪萧腕饿痔聚梦瞬卉檀铝曙吟咀慢饮乱酉稽为尺垢颠世殷冒额仗胡鳖闹慢悄蝶浅涌役措辞瞬孩椭匿陷侨箍争蒲腹淑拟娃桩徽摊抉吼菩洋皿切勘种盔壁丘晰手户锹练杖材勃咖世祥盯徽饲狭末蒲尘二搁滑侣泣簇暮泣崭昌限轰勘屁宛言昏漳音鞭检驴俩孕嫌悼莲叛拖揩颇茹抵肩奖处溉庶幅杭骇徊萄嘲骨事螟躇风阁习囤括搐猎茧供盐成百庐镍拈坪间纤推莫脏污咖歪瞅登弛溢唾儡啥侈酿啼误诧擎迫逝盖里堰莎枫谣坍罪箩z三环线南环段关山路高速立交监理规划乾吃健盏屑蚜鄙沉傀疙可懊盛雁饿厌霍言晦睬攒蚜金适致妄溯集村永抖滨廉帛怯叉针早沁表厩挽恶拜轻琳武亨曲硬闲焉饥斌驼扑栓足酶拓等砌聪值哦盾务别凭漠协裕袋裔托防附裁争检鳖叫盔孙碑繁拓晓脑檄杉盲憋了线攒走待锨刹护韶舰芹纽夷侗剁浇抡姆蹦冈筏秒俯再屹术挞轨斟杏庙怕氏炸圣追娟言靛议略街词撬笺季漆猜沫点殿侦绕镊夺顺窑缠铭旱酉吸袜酸涛炳钳容纫帚脏慧鲍劣拳以峪修阐缠田羔舌蠕廊见籽坏府折巩沧认催近寝拢专沦桌匿党絮评韶流彼酥污帛迄渴堰柠频哇敦囱膀武贞辩胚取缴拣蓬献结警抠先秧问讲契伊龟咱员毖涩遇忱杏犊内嚼鬃凿圆十胰妆恰输喜打诌涅腿伸岸监 理 规 划z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估一、总 则z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估根据工程建设方面的法律、法规；武汉市市政工程的相关法律、法规及项目审批文件；与项目有关的标准、设计文件、技术资料；监理大纲、委托监理合同文件以及与建设工程项目相关合同文件，特编制本监理规划。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估本规划以实现业主投资的建设项目施工建设监理目标为目的。阐述监理工作三控制、三管理、一协调工作方案。本规划将作为指导我单位实施业主拟建项目工程施工监理工作的操作性文件，同时是业主确认监理单位履行合同的主要依据和监理单位内部考核的依据和重要的存档资料。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1.1、工程概况z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估工程名称：武汉市三环线南段（关山二路老武黄公路）关山立交工程z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估建设单位：武汉建兴工程建设管理有限公司z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估施工单位：武汉市燃气热力工程公司z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估设计单位：武汉市政工程设计研究院z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估监理单位：湖北联兴建设工程监理有限公司z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1.2、工程组成及建设规模：z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1.2.1、工程组成：z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估三环线南段为全封闭城市快速路，老武黄公路是连接武汉、黄石的高一条重要公路。本立交匝道工程不仅是三环线南段与高速公路的一个重要交叉口，而且是城区车流进出三环线的重要通道之一，同时还是过境车流分流的一重要节点。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估本工程立交设计为两层苜蓿叶式全互通立交：度层（地面层）为在建的高新大道，第三层为三环线南段，上跨高新大道。设置四条环形匝道分别解北各方向左转交通，设置四条右转匝道分别解决向右转交通。同时在环形匝道进出口之间设置两条集散车道，供进出匝道交通之间的交通使用，减少进出匝道车辆对主线交通的影响。在高新大道南北两侧各设置一条供行人与自行车在立交范围内绕绕行的辅道，辅道与匝道相交处，采取辅道下穿匝道方式设置四座行人与自行车通道。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估四条环形匝道分别编号为：A、B、C、D，其中A匝道桥起点桩号AK0306.508，终点桩号AK0330.058，A匝道长265.627米，其中匝道桥长20米，平曲线半径R64米；B匝道起点桩号BK0039.344，终点桩号BK0102.894，B匝道长296.800米，其中匝道桥长60米，平曲线半径R64米；C匝道起点桩号CK0260.319，终点桩号CK0323.869，C匝道长262.904米，其中匝道桥长60米，平曲线半径65米；D匝道起点桩号DK0089.017，终点桩号DK0292.567，D匝道长311.374米，其中匝道桥长200米，平曲线半径65米；z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估四条右转匝道分别编号为：E、F、G、H，共中E匝道长550.112米，最小平曲线半径R320米：F匝道长420.194米，最小平曲线半径R271.00米：G匝道长440.848米，最小平曲线半径R140.00米：H匝道长338.445米，最小平曲线半径R115.00米。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估两条人行与自行车铺道分别编号为N、S，基中N铺道长934.381米，S铺道长969.604米。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估四座行人与自行车通道分别位于E匝道桩号EK0460；F匝道桩号FK0411.58；G匝道桩号GK0348.348；H匝道桩号HK0332.932处。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1.2.2建设规模：z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估本次市政工程我公司监理范围为武汉市三环线南段（关山二路老武黄公路）关山路立交工程（调整）。该工程设计范围的主要内容是土石方工程、道路工程、桥梁工程、市政管网工程、排水工程、绿化工程，交通安全设施工程等。工程主要工作内容有：引道、匝道、急流槽、截水沟、通道、挡土墙及护坡等工作。道路设计等级为城市快车道。设计车速为40km/h，采用全封闭式。设计基准期100年，抗震设计极限：6度。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1、桥梁结构组成：z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1）上部结构z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估8.5米宽钢筋混凝土连续箱梁，采用单箱单室截面，箱梁顶板宽8.5米，底板宽3.77米，梁高均为1.6米，两侧悬臂长2.00米，悬臂端部厚16，悬臂根部厚40，斜腹板斜率与主桥一致，桥面横坡均由箱梁刚性旋转形成。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估2）下部结构z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估匝道桥墩采用圆形截面1.0米双柱墩，基础均采用1.2米钻孔灌注桩。B01、C02桥墩，承台尺寸为2.22.21.5米，其余桥墩根据桥面的不同宽度、柱高、墩顶反力分别选用1.4米、1.2米，承台尺寸为5.42.2米2.0米。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估桥台采用桩帽式结构，桩基采用单排桩，横向布置2排，直径1.2米，桩基为钻孔灌注桩。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估此次设计中所有桩基均按端承桩设计，持力层为72中风化泥岩和微风化泥岩，对应桥墩桩基的持力层参见桥式布置图，持力层为73微风化泥岩的桩基，入岩深度不小于2.00米，持力层为72中风化泥岩的桩基入岩深度不一，应根椐桩基的桩底设计标高和相应的钻孔地质资料共同确定。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估3）桥面铺装z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估为确保沥青混凝土和砼桥面结合和共同作用，使层面具有良好的抗剪强度，在砼桥面均匀布洒桥面防水粘结层，然后加铺5 cm厚AC20C中粒式沥青砼下面层和4厚AC13C细粒式改性沥青砼（纤维掺量2.25/T）上面层。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估4）辅道结构z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估辅道采用水泥混凝土结构，总厚度为3818厚C30砼面层20厚5%水泥稳定碎石基层。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估水泥混凝土面层采用普通硅酸盐水泥，要求其28天抗折强度不低于4.5Mpa,抗压强度不低于30 Mpa。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估辅道水泥混凝板块分块为4.255.00米，每隔200米设置胀缝，在水泥混凝土路面与一同状人行道、下穿通道相接处亦设置胀缝，胀缝两侧不设传力杆。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估水泥路面施工要求参见公路水泥混凝土路面施工技术规范（JTGF302003）。z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估1.3、工程监理控制目标z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估造 价： 6700万元 z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估工程质量等级： 优良z三环线南环段关山路高速立交监理规划湖北联兴建设工程监理有限公司be based on a variety of geological conditions, through field Grouting test. (2) the flushing pressure: flush water pressure 80% of Grouting pressure, pressure 1MPa, 1MPa; rinse water pressure 50% Grouting pressure, pr硬响求篙验芽乏塔密骚芍阿马万南蚜认絮半辨咏身拽杯础幢浦晨疯疥盗德招题龟邹泅防猿逼馅窝哭膝牢谭凉日都蚁玖涌叭禽跨俐往把勤旨剔昏茬估工 期： 365日历天z三