Building the slope engineering technical specifications 第一部分为正文 第二部分为条文说明F¤ò©pbbs.3c3t.com*Ý,d
目次F¤ò©pbbs.3c3t.com*Ý,d
总则F¤ò©pbbs.3c3t.com*Ý,d
术语符号F¤ò©pbbs.3c3t.com*Ý,d
术语F¤ò©pbbs.3c3t.com*Ý,d
符号F¤ò©pbbs.3c3t.com*Ý,d
基本规定F¤ò©pbbs.3c3t.com*Ý,d
建筑边坡类型F¤ò©pbbs.3c3t.com*Ý,d
边坡工程安全等级F¤ò©pbbs.3c3t.com*Ý,d
设计原则F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
排水措施F¤ò©pbbs.3c3t.com*Ý,d
坡顶有重要建构筑物的边坡工程设计F¤ò©pbbs.3c3t.com*Ý,d
边坡工程勘察F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
边坡勘察F¤ò©pbbs.3c3t.com*Ý,d
气象水文和水文地质条件F¤ò©pbbs.3c3t.com*Ý,d
危岩崩塌勘察F¤ò©pbbs.3c3t.com*Ý,d
边坡力学参数F¤ò©pbbs.3c3t.com*Ý,d
边坡稳定性评价F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
边坡稳定性分析F¤ò©pbbs.3c3t.com*Ý,d
边坡稳定性评价F¤ò©pbbs.3c3t.com*Ý,d
边坡支护结构上的侧向岩土压力F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
侧向土压力F¤ò©pbbs.3c3t.com*Ý,d
侧向岩石压力F¤ò©pbbs.3c3t.com*Ý,d
侧向岩土压力的修正F¤ò©pbbs.3c3t.com*Ý,d
锚杆索F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
设计计算F¤ò©pbbs.3c3t.com*Ý,d
原材料F¤ò©pbbs.3c3t.com*Ý,d
构造设计F¤ò©pbbs.3c3t.com*Ý,d
施工F¤ò©pbbs.3c3t.com*Ý,d
锚杆索挡墙支护F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
设计计算F¤ò©pbbs.3c3t.com*Ý,d
构造设计F¤ò©pbbs.3c3t.com*Ý,d
施工F¤ò©pbbs.3c3t.com*Ý,d
岩石锚喷支护F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
设计计算F¤ò©pbbs.3c3t.com*Ý,d
构造设计F¤ò©pbbs.3c3t.com*Ý,d
施工F¤ò©pbbs.3c3t.com*Ý,d
重力式挡墙F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
设计计算F¤ò©pbbs.3c3t.com*Ý,d
构造设计F¤ò©pbbs.3c3t.com*Ý,d
施工F¤ò©pbbs.3c3t.com*Ý,d
扶壁式挡墙F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
设计计算F¤ò©pbbs.3c3t.com*Ý,d
构造设计F¤ò©pbbs.3c3t.com*Ý,d
施工F¤ò©pbbs.3c3t.com*Ý,d
坡率法F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
设计计算F¤ò©pbbs.3c3t.com*Ý,d
构造设计F¤ò©pbbs.3c3t.com*Ý,d
施工F¤ò©pbbs.3c3t.com*Ý,d
滑坡危岩和崩塌防治F¤ò©pbbs.3c3t.com*Ý,d
滑坡防治F¤ò©pbbs.3c3t.com*Ý,d
危岩和崩塌防治F¤ò©pbbs.3c3t.com*Ý,d
边坡变形控制F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
控制边坡变形的技术措施F¤ò©pbbs.3c3t.com*Ý,d
边坡工程施工F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
施工组织设计F¤ò©pbbs.3c3t.com*Ý,d
信息施工法F¤ò©pbbs.3c3t.com*Ý,d
爆破施工F¤ò©pbbs.3c3t.com*Ý,d
施工险情应急措施F¤ò©pbbs.3c3t.com*Ý,d
边坡工程质量检验监测及验收F¤ò©pbbs.3c3t.com*Ý,d
质量检验F¤ò©pbbs.3c3t.com*Ý,d
监测F¤ò©pbbs.3c3t.com*Ý,d
验收F¤ò©pbbs.3c3t.com*Ý,d
附录岩质边坡的岩体分类F¤ò©pbbs.3c3t.com*Ý,d
附录几种特殊情况下的侧向压力计算F¤ò©pbbs.3c3t.com*Ý,d
附录锚杆试验F¤ò©pbbs.3c3t.com*Ý,d
一般规定F¤ò©pbbs.3c3t.com*Ý,d
基本试验F¤ò©pbbs.3c3t.com*Ý,d
验收试验F¤ò©pbbs.3c3t.com*Ý,d
附录锚杆选型F¤ò©pbbs.3c3t.com*Ý,d
附录锚杆材料F¤ò©pbbs.3c3t.com*Ý,d
附录土质边坡的静力平衡法和等值梁法F¤ò©pbbs.3c3t.com*Ý,d
附录本规范用词说明F¤ò©pbbs.3c3t.com*Ý,d
总则F¤ò©pbbs.3c3t.com*Ý,d
为使建筑边坡含人工边坡和自然边坡工程的勘察F¤ò©pbbs.3c3t.com*Ý,d
设计及施工工作规范化做到安全适用技术先进经济合理F¤ò©pbbs.3c3t.com*Ý,d
确保质量和保护环境制定本规范F¤ò©pbbs.3c3t.com*Ý,d
建筑边坡工程应综合考虑工程地质水文地质各种作F¤ò©pbbs.3c3t.com*Ý,d
用边坡高度邻近建构筑物环境条件施工条件和工期F¤ò©pbbs.3c3t.com*Ý,d
等因素的影响因地制宜合理设计精心施工F¤ò©pbbs.3c3t.com*Ý,d
本规范适用于建构筑物及市政工程的边坡工程也F¤ò©pbbs.3c3t.com*Ý,d
适用于岩石基坑工程对于软土湿陷性黄土冻土膨胀土F¤ò©pbbs.3c3t.com*Ý,d
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F¤ò©pbbs.3c3t.com*Ý,d
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F¤ò©pbbs.3c3t.com*Ý,d
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F¤ò©pbbs.3c3t.com*Ý,d
术语符号F¤ò©pbbs.3c3t.com*Ý,d
术语F¤ò©pbbs.3c3t.com*Ý,d
建筑边坡F¤ò©pbbs.3c3t.com*Ý,d
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F¤ò©pbbs.3c3t.com*Ý,d
边坡支护F¤ò©pbbs.3c3t.com*Ý,d
为保证边坡及其环境的安全对边坡采取的支挡加固与防F¤ò©pbbs.3c3t.com*Ý,d
防护施F¤ò©pbbs.3c3t.com*Ý,d
边坡环境F¤ò©pbbs.3c3t.com*Ý,d
边坡影响范围内的岩土体水系建构筑物道路及管F¤ò©pbbs.3c3t.com*Ý,d
网等的统称F¤ò©pbbs.3c3t.com*Ý,d
永久性边坡F¤ò©pbbs.3c3t.com*Ý,d
使用年限超过年的边坡F¤ò©pbbs.3c3t.com*Ý,d
临时性边坡F¤ò©pbbs.3c3t.com*Ý,d
使用年限不超过年的边坡F¤ò©pbbs.3c3t.com*Ý,d
锚杆索F¤ò©pbbs.3c3t.com*Ý,d
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F¤ò©pbbs.3c3t.com*Ý,d
作杆体材料时也可称为锚索F¤ò©pbbs.3c3t.com*Ý,d
锚杆挡墙支护F¤ò©pbbs.3c3t.com*Ý,d
由锚杆索立柱和面板组成的支护F¤ò©pbbs.3c3t.com*Ý,d
锚喷支护F¤ò©pbbs.3c3t.com*Ý,d
由锚杆和喷射混凝土面板组成的支护F¤ò©pbbs.3c3t.com*Ý,d
重力式挡墙F¤ò©pbbs.3c3t.com*Ý,d
依靠自身重力使边坡保持稳定的构筑物F¤ò©pbbs.3c3t.com*Ý,d
详细请下载附件:F¤ò©pbbs.3c3t.com*Ý,d