[GB] GB50330-2002建筑边坡工程技术规范 [复制链接]

Building the slope engineering technical specifications 第一部分为正文　第二部分为条文说明ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
目次ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
总则ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
术语符号ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
术语ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
符号ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
基本规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
建筑边坡类型ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡工程安全等级ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计原则ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
排水措施ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
坡顶有重要建构筑物的边坡工程设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡工程勘察ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡勘察ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
气象水文和水文地质条件ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
危岩崩塌勘察ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡力学参数ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡稳定性评价ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡稳定性分析ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡稳定性评价ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡支护结构上的侧向岩土压力ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
侧向土压力ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
侧向岩石压力ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
侧向岩土压力的修正ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
锚杆索ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
原材料ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
构造设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
锚杆索挡墙支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
构造设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
岩石锚喷支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
构造设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
重力式挡墙ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
构造设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
扶壁式挡墙ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
构造设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
坡率法ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
构造设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
滑坡危岩和崩塌防治ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
滑坡防治ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
危岩和崩塌防治ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡变形控制ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
控制边坡变形的技术措施ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡工程施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工组织设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
信息施工法ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
爆破施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
施工险情应急措施ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡工程质量检验监测及验收ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
质量检验ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
监测ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
验收ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录岩质边坡的岩体分类ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录几种特殊情况下的侧向压力计算ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录锚杆试验ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
一般规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
基本试验ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
验收试验ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录锚杆选型ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录锚杆材料ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录土质边坡的静力平衡法和等值梁法ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
附录本规范用词说明ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
总则ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
为使建筑边坡含人工边坡和自然边坡工程的勘察ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
设计及施工工作规范化做到安全适用技术先进经济合理ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
确保质量和保护环境制定本规范ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
建筑边坡工程应综合考虑工程地质水文地质各种作ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
用边坡高度邻近建构筑物环境条件施工条件和工期ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
等因素的影响因地制宜合理设计精心施工ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
本规范适用于建构筑物及市政工程的边坡工程也ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
适用于岩石基坑工程对于软土湿陷性黄土冻土膨胀土ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
其他特殊岩土和侵蚀性环境的边坡尚应符合现行有关标准的规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
本规范适用的建筑边坡高度岩质边坡为以下土质边坡为以下超过上述高度的边坡工程地质和环境条件很复杂的边坡工程应进行特殊设计ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
本规范根据国家标准建筑结构可靠度设计统一标准的基本原则并按国家标准建筑结构设计术语和符号标准的规定制定建筑边坡工程除应符合本规范的规定外尚应符合现行国家标准建筑结构荷载规范建筑抗震设计规范建筑地基基础设计规范岩土工程勘察规范和混凝土结构设计规范等有关标准的规定ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
术语符号ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
术语ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
建筑边坡ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
在建构筑物场地或其周边由于建构筑物和市政工程开挖或填筑施工所形成的人工边坡和对建构筑物安全或稳定有影响的自然边坡在本规范中简称边坡ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
为保证边坡及其环境的安全对边坡采取的支挡加固与防ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
防护施ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡环境ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
边坡影响范围内的岩土体水系建构筑物道路及管ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
网等的统称ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
永久性边坡ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
使用年限超过年的边坡ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
临时性边坡ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
使用年限不超过年的边坡ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
锚杆索ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
将拉力传至稳定岩土层的构件当采用钢绞线或高强钢丝束ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
作杆体材料时也可称为锚索ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
锚杆挡墙支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
由锚杆索立柱和面板组成的支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
锚喷支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
由锚杆和喷射混凝土面板组成的支护ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
重力式挡墙ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
依靠自身重力使边坡保持稳定的构筑物ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ
详细请下载附件：ÓDQÝfr×`bbs.3c3t.comΣF¢Na9;ˆ