依山而建高落差倾斜建筑关键施工技术

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依山而建高落差倾斜建筑关键施工技术

依山而建高落差倾斜建筑关键施工技术

Brand: 武汉大学出版社 Sold By: EM China
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依山而建高落差倾斜建筑关键施工技术

依山而建高落差倾斜建筑关键施工技术

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内容简介   程群、何夕平、罗宗礼*的《依山而建高落差倾斜建筑关键施工技术--贵阳花果园办公一号楼<艺术中心>工程》写作大纲拟订及全书统稿工作由程群负责，其他主要研究人员均参与了本书的编写工作，各章节的内容如下：**章主要介绍项目情况，以及依山高落差倾斜建筑施工特点、重难点、研究方法等；第2章主要介绍高落差倾斜建筑山体边坡支护与大直径微变形减震工程桩的关键施工技术；第3章主要介绍高落差倾斜建...

内容简介
   程群、何夕平、罗宗礼*的《依山而建高落差倾斜建筑关键施工技术--贵阳花果园办公一号楼<艺术中心>工程》写作大纲拟订及全书统稿工作由程群负责，其他主要研究人员均参与了本书的编写工作，各章节的内容如下：**章主要介绍项目情况，以及依山高落差倾斜建筑施工特点、重难点、研究方法等；第2章主要介绍高落差倾斜建筑山体边坡支护与大直径微变形减震工程桩的关键施工技术；第3章主要介绍高落差倾斜建筑主体结构关键施工技术，尤其是超厚超高大倾角剪力墙及超高大截面型钢混凝土斜柱施工技术具有一定的创新性，解决了实际施工难题；第4章主要介绍高落差倾斜结构施工过程模拟分析，对斜墙、斜柱及大跨度梁采用模拟*不利施工工况进行受力变形分析，并应用分析出的数据成果指导现场安全施工，同时，对相应的关键构件进行现场变形监测，把模拟分析值与现场监测值进行偏差对比，从而进一步验证施工过程模拟分析方法的科学性与可行性，还介绍BIM技术在本工程复杂结构施工与深化设计方面的应用；第5章主要介绍本工程中具有特色风格的装饰装修工程及设备安装工程的特点与施工情况。                                 
作者简介
    程群，1977年2月生，安徽省安庆人，中共党员。2001年毕业于安徽建筑工业学院建筑工程专业，2010年取得华中科技大学土木工程工程硕士学位，**工程师，曾先后被评为“中国建筑施工**项目总工程师”、“全国施工企业科技精英”，安徽建筑大学土木工程与工程管理学院的校外硕士生导师，中国建筑业协会绿色施工分会专家，现任中建四局第六建筑工程有限公司副总工程师。 专业特长为：擅长于300m以上超高层、大型城市综合体、超大型建筑群、深大基坑与地下结构工程、大型机场航站楼等具有“高、大、精、深”特点工程的施工组织设计策划与实施；始终积*推广和改进符合当前建筑业绿色建造与工业化、信息化要求的新技术、新工艺。 主持研发并取得的主要系列成果：①获得“密排互嵌式挖孔方桩墙支护体系地下空间两层一逆作施工工法”、“超高层核心筒墙帽与空心钢管劲性宽扁梁复合楼盖体系施工工法”、“u型钢骨内置空心钢管超大截面异形复合劲性混凝土梁施工工法”，“高强度混凝土400 m以上超高泵送施工工法”等颂***工法；②获得“三高三低绿色混凝土研发与应用技术(二等奖)”、“大型多功能城市综合体综合施工技术”(三等奖)、“临江深厚软土地层复杂环境下深大基坑综合技术”(三等奖)等安徽省科技成果进步奖3项；③获得发明专利39i，其他实用新型专利117项；④参与主编行业标准《钢板剪力墙技术规程》；⑤在国家核心期刊发表专业论文多篇。为公司及建筑行业的科技创新与发展做出了突出贡献!                                 
目　　录
1 项目简介与施工重难点分析 1.1 项目简介 1.2 施工重难点分析 1.2.1 支护与桩基工程关键施工技术 1.2.2 高落差倾斜建筑主体结构施工技术2 高落差倾斜建筑支护与桩基工程关键施工技术 2.1 陡倾角高大山体边坡支护 2.1.1 陡倾角高大山体边坡支护设计 2.1.2 陡倾角高大山体边坡支护施工 2.1.3 山体边坡支护安全性分析 2.1.4 实施效果 2.2 山坡大直径微变形减震工程桩施工 2.2.1 水磨钻桩施工技术 2.2.2 微变形减震桩隔离层施工技术 2.2.3 微变形减震桩施工工艺 2.2.4 实施效果3 高落差倾斜建筑主体结构关键施工技术 3.1 超厚(1m)超高(72m)大倾角(67°)剪力墙施工 3.1.1 国内外类似工程的比较 3.1.2 几种施工方案对比分析 3.1.3 大斜率钢筋定位技术 3.1.4 斜爬模施工工艺与安全性分析 3.1.5 铜管反拉加固可调系统 3.1.6 实施效果 3.2 依山超薄超高倾斜墙板施工 3.2.1 倾斜钢筋桁架模板技术 3.2.2 超薄超高倾斜墙板施工 3.2.3 实施效果 3.3 超高大截面型钢混凝土斜柱施工 3.3.1 国内外同类工程的比较 3.3.2 大型倾斜型钢定位技术 3.3.3 三面同步爬模技术 3.3.4 型钢混凝土斜柱钢筋施工 3.3.5 斜柱施工工艺 3.3.6 实施效果 3.4 大跨度倾斜结构高空型钢支撑高支撑施工 3.4.1 山体混凝土墙支撑设计与施工 3.4.2 高空型钢支撑设计与施工 3.4.3 高空倾斜结构满堂脚手架设计与施工 3.4.4 倾斜结构拉结支撑架体设计与施工 3.4.5 实施效果 3.5 大跨度、大截面型钢混凝土转换梁施工 3.5.1 高空跨山型钢混凝土梁施工 3.5.2 型钢混凝土梁吊装技术 3.5.3 型钢混凝土梁胎架施工技术 3.5.4 型钢混凝土梁模板安装技术 3.5.5 型钢混凝土梁钢筋施工技术 3.5.6 型钢混凝土转换粱混凝土工程 3.5.7 实施效果 3.6 超高大跨度蜂窝梁与钢筋桁架板组合施工 3.6.1 国内外同类工程的比较 3.6.2 施工工艺流程 3.6.3 胎架设计与施工 3.6.4 蜂窝梁及预埋件施工技术 3.6.5 高空蜂窝梁安装精度控制 3.6.6 高空复杂节点焊接技术 3.6.7 钢筋桁架板施工工艺 3.6.8 蜂窝梁与钢筋桁架板施工安全性分析 3.6.9 实施效果 3.7 山砂自密实高性能混凝土优化与应用技术 3.7.1 原材料的优选与配合比设计优化 3.7.2 实施效果4 高落差倾斜结构施工过程模拟分析及BIM技术应用 4.1 主体结构施工阶段不利工况分析 4.1.1 结构体系简述 4.1.2 依山高落差倾斜结构施工过程整体模型的建立 4.1.3 施工阶段不同工况时程模拟分析 4.2 超厚大倾角剪力墙施工阶段时变边界受力性能分析 4.2.1 模型参数设置 4.2.2 边界条件控制与加载求解过程控制 4.2.3 施工过程不同时变边界条件下的模拟结果分析 4.3 超厚大截面倾斜型钢混凝土柱施工阶段分析 4.3.1 倾斜型钢混凝土柱施工阶段数值模拟 4.3.2 倾斜型钢混凝土柱施工现场实测分析 4.3.3 施工控制实施 4.4 山坡大直径微变形减震桩施工阶段分析 4.5 大跨度大型型钢混凝土转换梁施工阶段分析 4.5.1 型钢混凝土梁施工阶段整体有限元分析 4.5.2 型钢混凝土梁有限元分析 4.5.3 型钢混凝土转换梁施工过程监测情况 4.5.4 数值模拟与现场实测对比分析 4.6 大跨度倾斜结构高空型钢支撑施工阶段分析 4.7 建筑物施工过程变形监测分析 4.7.1 监测目的和意义 4.7.2 本工程变形监测的等级确定 4.7.3 监测内容及流程图 4.7.4 基点的布设 4.7.5 沉降监测点的布设 4.7.6 层水平位移监测布设 4.7.7 测点保护 4.7.8 监测的频率 4.7.9 监测精度 4.7.10 监测预警值 4.7.11 监测结果及分析 4.7.12 监测结果与前期模拟值比较 4.8 BIM技术的应用5 装饰装修与设备安装工程关键施工技术 5.1 装饰装修工程施工 5.1.1 概况及难点 5.1.2 幕墙施工 5.1.3 保温施工 5.1.4 室内装饰施工 5.1.5 实施效果 5.2 设备安装工程施工 5.2.1 机电安装工程施工 5.2.2 通风系统施工 5.2.3 智能系统施工 5.2.4 其他新型系统施工 5.2.5 实施效果6 结语 6.1 总结 6.2 展望参考文献
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内容简介
   程群、何夕平、罗宗礼*的《依山而建高落差倾斜建筑关键施工技术--贵阳花果园办公一号楼<艺术中心>工程》写作大纲拟订及全书统稿工作由程群负责，其他主要研究人员均参与了本书的编写工作，各章节的内容如下：**章主要介绍项目情况，以及依山高落差倾斜建筑施工特点、重难点、研究方法等；第2章主要介绍高落差倾斜建筑山体边坡支护与大直径微变形减震工程桩的关键施工技术；第3章主要介绍高落差倾斜建筑主体结构关键施工技术，尤其是超厚超高大倾角剪力墙及超高大截面型钢混凝土斜柱施工技术具有一定的创新性，解决了实际施工难题；第4章主要介绍高落差倾斜结构施工过程模拟分析，对斜墙、斜柱及大跨度梁采用模拟*不利施工工况进行受力变形分析，并应用分析出的数据成果指导现场安全施工，同时，对相应的关键构件进行现场变形监测，把模拟分析值与现场监测值进行偏差对比，从而进一步验证施工过程模拟分析方法的科学性与可行性，还介绍BIM技术在本工程复杂结构施工与深化设计方面的应用；第5章主要介绍本工程中具有特色风格的装饰装修工程及设备安装工程的特点与施工情况。                                 
作者简介
    程群，1977年2月生，安徽省安庆人，中共党员。2001年毕业于安徽建筑工业学院建筑工程专业，2010年取得华中科技大学土木工程工程硕士学位，**工程师，曾先后被评为“中国建筑施工**项目总工程师”、“全国施工企业科技精英”，安徽建筑大学土木工程与工程管理学院的校外硕士生导师，中国建筑业协会绿色施工分会专家，现任中建四局第六建筑工程有限公司副总工程师。 专业特长为：擅长于300m以上超高层、大型城市综合体、超大型建筑群、深大基坑与地下结构工程、大型机场航站楼等具有“高、大、精、深”特点工程的施工组织设计策划与实施；始终积*推广和改进符合当前建筑业绿色建造与工业化、信息化要求的新技术、新工艺。 主持研发并取得的主要系列成果：①获得“密排互嵌式挖孔方桩墙支护体系地下空间两层一逆作施工工法”、“超高层核心筒墙帽与空心钢管劲性宽扁梁复合楼盖体系施工工法”、“u型钢骨内置空心钢管超大截面异形复合劲性混凝土梁施工工法”，“高强度混凝土400 m以上超高泵送施工工法”等颂***工法；②获得“三高三低绿色混凝土研发与应用技术(二等奖)”、“大型多功能城市综合体综合施工技术”(三等奖)、“临江深厚软土地层复杂环境下深大基坑综合技术”(三等奖)等安徽省科技成果进步奖3项；③获得发明专利39i，其他实用新型专利117项；④参与主编行业标准《钢板剪力墙技术规程》；⑤在国家核心期刊发表专业论文多篇。为公司及建筑行业的科技创新与发展做出了突出贡献!                                 
目　　录
1 项目简介与施工重难点分析 1.1 项目简介 1.2 施工重难点分析 1.2.1 支护与桩基工程关键施工技术 1.2.2 高落差倾斜建筑主体结构施工技术2 高落差倾斜建筑支护与桩基工程关键施工技术 2.1 陡倾角高大山体边坡支护 2.1.1 陡倾角高大山体边坡支护设计 2.1.2 陡倾角高大山体边坡支护施工 2.1.3 山体边坡支护安全性分析 2.1.4 实施效果 2.2 山坡大直径微变形减震工程桩施工 2.2.1 水磨钻桩施工技术 2.2.2 微变形减震桩隔离层施工技术 2.2.3 微变形减震桩施工工艺 2.2.4 实施效果3 高落差倾斜建筑主体结构关键施工技术 3.1 超厚(1m)超高(72m)大倾角(67°)剪力墙施工 3.1.1 国内外类似工程的比较 3.1.2 几种施工方案对比分析 3.1.3 大斜率钢筋定位技术 3.1.4 斜爬模施工工艺与安全性分析 3.1.5 铜管反拉加固可调系统 3.1.6 实施效果 3.2 依山超薄超高倾斜墙板施工 3.2.1 倾斜钢筋桁架模板技术 3.2.2 超薄超高倾斜墙板施工 3.2.3 实施效果 3.3 超高大截面型钢混凝土斜柱施工 3.3.1 国内外同类工程的比较 3.3.2 大型倾斜型钢定位技术 3.3.3 三面同步爬模技术 3.3.4 型钢混凝土斜柱钢筋施工 3.3.5 斜柱施工工艺 3.3.6 实施效果 3.4 大跨度倾斜结构高空型钢支撑高支撑施工 3.4.1 山体混凝土墙支撑设计与施工 3.4.2 高空型钢支撑设计与施工 3.4.3 高空倾斜结构满堂脚手架设计与施工 3.4.4 倾斜结构拉结支撑架体设计与施工 3.4.5 实施效果 3.5 大跨度、大截面型钢混凝土转换梁施工 3.5.1 高空跨山型钢混凝土梁施工 3.5.2 型钢混凝土梁吊装技术 3.5.3 型钢混凝土梁胎架施工技术 3.5.4 型钢混凝土梁模板安装技术 3.5.5 型钢混凝土梁钢筋施工技术 3.5.6 型钢混凝土转换粱混凝土工程 3.5.7 实施效果 3.6 超高大跨度蜂窝梁与钢筋桁架板组合施工 3.6.1 国内外同类工程的比较 3.6.2 施工工艺流程 3.6.3 胎架设计与施工 3.6.4 蜂窝梁及预埋件施工技术 3.6.5 高空蜂窝梁安装精度控制 3.6.6 高空复杂节点焊接技术 3.6.7 钢筋桁架板施工工艺 3.6.8 蜂窝梁与钢筋桁架板施工安全性分析 3.6.9 实施效果 3.7 山砂自密实高性能混凝土优化与应用技术 3.7.1 原材料的优选与配合比设计优化 3.7.2 实施效果4 高落差倾斜结构施工过程模拟分析及BIM技术应用 4.1 主体结构施工阶段不利工况分析 4.1.1 结构体系简述 4.1.2 依山高落差倾斜结构施工过程整体模型的建立 4.1.3 施工阶段不同工况时程模拟分析 4.2 超厚大倾角剪力墙施工阶段时变边界受力性能分析 4.2.1 模型参数设置 4.2.2 边界条件控制与加载求解过程控制 4.2.3 施工过程不同时变边界条件下的模拟结果分析 4.3 超厚大截面倾斜型钢混凝土柱施工阶段分析 4.3.1 倾斜型钢混凝土柱施工阶段数值模拟 4.3.2 倾斜型钢混凝土柱施工现场实测分析 4.3.3 施工控制实施 4.4 山坡大直径微变形减震桩施工阶段分析 4.5 大跨度大型型钢混凝土转换梁施工阶段分析 4.5.1 型钢混凝土梁施工阶段整体有限元分析 4.5.2 型钢混凝土梁有限元分析 4.5.3 型钢混凝土转换梁施工过程监测情况 4.5.4 数值模拟与现场实测对比分析 4.6 大跨度倾斜结构高空型钢支撑施工阶段分析 4.7 建筑物施工过程变形监测分析 4.7.1 监测目的和意义 4.7.2 本工程变形监测的等级确定 4.7.3 监测内容及流程图 4.7.4 基点的布设 4.7.5 沉降监测点的布设 4.7.6 层水平位移监测布设 4.7.7 测点保护 4.7.8 监测的频率 4.7.9 监测精度 4.7.10 监测预警值 4.7.11 监测结果及分析 4.7.12 监测结果与前期模拟值比较 4.8 BIM技术的应用5 装饰装修与设备安装工程关键施工技术 5.1 装饰装修工程施工 5.1.1 概况及难点 5.1.2 幕墙施工 5.1.3 保温施工 5.1.4 室内装饰施工 5.1.5 实施效果 5.2 设备安装工程施工 5.2.1 机电安装工程施工 5.2.2 通风系统施工 5.2.3 智能系统施工 5.2.4 其他新型系统施工 5.2.5 实施效果6 结语 6.1 总结 6.2 展望参考文献
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