T/TMAC 073-2023 公路土质路堑高边坡施工监测技术规程
T/TMAC 073-2023 Highway soil road cutting embankment construction monitoring technical regulations
基本信息
本文件适用于公路土质路堑高边坡施工阶段的安全监测,对于软土、湿陷性黄土、冻土、膨胀土、其他特殊土和侵蚀性环境的边坡,尚应符合现行有关标准的规定。
发布历史
-
2023年11月
文前页预览
研制信息
- 起草单位:
- 浙江省交通运输科学研究院、浙江交工国际工程有限公司、临海市交通投资集团有限公司、中交路桥建设有限公司、上海华测导航技术股份有限公司、中桥安科交通科技(浙江)有限公司、中交一公局第四工程有限公司、国科华创认证有限责任公司、智研高科(北京)信息技术发展有限公司
- 起草人:
- 詹伟、黄夏明、冯根裕、吕法权、胡智、王益峰、肖向荣、王峰、陈鹏、余以强、陈林、郑竞友、林玮绮、严鑫、王志元、肖旦强、张强、樊华、吴剑军、党永平、杨小琴、张礼
- 出版信息:
- 页数:40页 | 字数:61 千字 | 开本: 大16开
内容描述
ICS93.080.10
CCSP66
团体标准
T/TMAC073—2023
公路土质路堑高边坡施工监测技术规程
Codeofpracticeforconstructionmonitoringofhighwaysoildeepcuttingslope
2023⁃11⁃01发布2023⁃12⁃01实施
中国技术市场协会发布
中国标准出版社出版
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T/TMAC073—2023
目次
前言··························································································································Ⅲ
1范围·······················································································································1
2规范性引用文件········································································································1
3术语和定义··············································································································1
4缩略语····················································································································2
5基本规定·················································································································3
6监测方案编制···········································································································3
7监测等级·················································································································4
8监测项目·················································································································5
9监测点布置··············································································································7
10监测方法及精度要求································································································8
11自动化实时监测系统要求·························································································13
12监测频率··············································································································18
13监测预警··············································································································18
14监测成果··············································································································19
附录A(规范性)现场巡检记录表···················································································22
附录B(资料性)监测点编号与图例················································································23
附录C(资料性)监测点布置示意图················································································24
附录D(规范性)地表水平位移和地表垂直位移监测记录表··················································25
附录E(资料性)观测墩类型结构图················································································26
附录F(规范性)深层水平位移监测记录表·······································································28
附录G(规范性)地表裂缝监测记录表·············································································29
附录H(规范性)地下水位监测记录表·············································································30
附录I(规范性)锚杆(索)应力监测记录表········································································31
参考文献····················································································································32
Ⅰ
T/TMAC073—2023
前言
本文件按照GB/T1.1—2020《标准化工作导则第1部分:标准化文件的结构和起草规则》的规
定起草。
请注意本文件的某些内容可能涉及专利。本文件的发布机构不承担识别专利的责任。
本文件由浙江省交通运输科学研究院提出。
本文件由中国技术市场协会归口。
本文件起草单位:浙江省交通运输科学研究院、浙江交工国际工程有限公司、临海市交通投资集团
有限公司、中交路桥建设有限公司、上海华测导航技术股份有限公司、中桥安科交通科技(浙江)有限公
司、中交一公局第四工程有限公司、国科华创认证有限责任公司、智研高科(北京)信息技术发展有限
公司。
本文件主要起草人:詹伟、黄夏明、冯根裕、吕法权、胡智、王益峰、肖向荣、王峰、陈鹏、余以强、
陈林、郑竞友、林玮绮、严鑫、王志元、肖旦强、张强、樊华、吴剑军、党永平、杨小琴、张礼。
Ⅲ
T/TMAC073—2023
公路土质路堑高边坡施工监测技术规程
1范围
本文件规定了公路土质路堑高边坡施工监测的基本规定、监测方案编制、监测等级、监测项目、监
测点布置、监测方法及精度要求、自动化实时监测系统要求、监测频率、监测预警和监测成果。
本文件适用于公路土质路堑高边坡施工阶段的安全监测,对于软土、湿陷性黄土、冻土、膨胀土、其
他特殊土和侵蚀性环境的边坡,尚应符合现行有关标准的规定。
2规范性引用文件
下列文件中的内容通过文中的规范性引用而构成本文件必不可少的条款。其中,注日期的引用文
件,仅该日期对应的版本适用于本文件;不注日期的引用文件,其最新版本(包括所有的修改单)适用于
本文件。
GB/T15406岩土工程仪器基本参数及通用技术条件
GB/T21029岩土工程仪器系列型谱
GB50021岩土工程勘察规范(2009版)
GB50026工程测量标准
GB50086岩土锚杆与喷射混凝土支护工程技术规范
JTGD30公路路基设计规范
JTG/T3610公路路基施工技术规范
3术语和定义
下列术语和定义适用于本文件。
3.1
公路土质路堑高边坡soildeepcuttingslope
挖方边坡高度超过20m的公路土质边坡。
3.2
施工监测constructionmonitoring
在施工阶段,采用现场巡检、仪器监测等方法和手段,获取监测对象的安全状态、变化特征及其发
展趋势的信息,并进行分析、反馈的工作。
3.3
基准点referencepoint
为进行变形测量而布设的稳定的、长期保存的测量点,在变形测量中,作为测量工作基点及变形监
测点起算依据的稳定可靠的控制点。
3.4
工作基点workingreferencepoint
为便于现场变形观测作业而布设的相对稳定的控制点。
1
定制服务
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