[1]陈 平1,吴 清2,张卫喜1.开封玉皇阁整体顶升保护技术[J].西安建筑科技大学学报:自然科学版,2011,43(04):470-473.[doi:DOI:10.15986/j.1006-7930.2011.04.015]
 ,Lifting Yuhuang Pavilion integrally[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(04):470-473.[doi:DOI:10.15986/j.1006-7930.2011.04.015]
点击复制

开封玉皇阁整体顶升保护技术()
分享到:

西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年04期
页码:
470-473
栏目:
出版日期:
2011-08-31

文章信息/Info

Title:
Lifting Yuhuang Pavilion integrally
文章编号:
1006-7930(2011)04-0470-04
作者:
陈 平1吴 清2张卫喜1
(1.西安建筑科技大学土木工程学院,陕西西安710055;2.兰州军区临潼疗养院第二疗养区,陕西西安710600)
Author(s):
CHEN Ping1WU Qing2ZHANG Wei-xi1
(1.School of Civil Eng.,Xi′an Univ.of Arch &Tech.,Xi′an 710055,China;
2.Lanzhou Military area Lintong Sanatorium Lintong 710600,China
关键词:
玉皇阁整体顶升坑式静压桩
Keywords:
 Yuhuang Pavilionintegrated liftingpit-jacked pile.
分类号:
TU366.2
DOI:
DOI:10.15986/j.1006-7930.2011.04.015
文献标志码:
A
摘要:
开封延庆观玉皇阁屡遭黄河水患,泥沙淤埋近3m.玉皇阁整体顶升保护工程综合运用了止水、降水、
本体预加固、矩形顶管、坑式静压桩预压托换、整体顶升、应力监控等多项疑难土木工程技术,彻底解决了因高
水位、局部不良地质、地基支持不对称等引起的文物建筑结构病害.类似的文物保护工程实践在国内属第二
例,而其难度及成功运用坑式静压桩托换顶升技术则属首例.
Abstract:
Yuhuang Pavilion at Yanqing Taoist Temple in Kaifeng was covered in Yellow River floods time and again in history,
now the silt layer above the inhere ground is nearly 3meters.Through comprehensively utilizing cutting off water,
dewatering,pre-reinforcing the superstructure,rectangular pipe-jacking,preloading and underpinning of pit-jacked pile,integrated
 lifting,stress monitoring,etc.which are difficult to solve in civil engineering,the project which protects Yuhuang
Pavilion by integrally lifting it absolutely solve the architectural structural diseases of the historical relic which are caused
by high water level、local harmful geological condition、asymmetrical foundations,etc.The protection project of this historical
 relic is the second case in China,however,the successful application of underpinning and integrated

参考文献/References:

References
[1] 潘谷西.中国古代建筑史(第四卷)[M].北京:中国建筑工业出版社,2001.
PAN Gu-xi,History of the ancient Chinese architecture(the fourth)[M].Beijing:China architecture &building
press,2001.
[2] 常 青.元明中国砖石拱顶建筑的嬗变[J].自然科学史研究,1993(2):192-200.
CHANG Qing,On the evolution of ancient Chinese brick and stone vaulted buildings in the YUAN and MING dynasties
[J].Studies in the History of Natural Sciences,1993(2):192-200.
[3] 陈 平.眉县净光寺塔纠偏工程[J].西安建筑科技大学学报:自然科学版,2003,35(1):44-47.
CHEN Ping.A study on the rectification of Jingguang Temple Pagoda in Meixian County[J].J.Xi′an Univ.of
Arch.& Tech.:Natural Science Edition,2003,35(1):44-47.
[4] 陈 平,赵 冬,沈治国.古塔纠偏的有限元应力分析[J].西安建筑科技大学学报:自然科学版,2006,38(2):241-
244.
CHEN Ping,ZHAO Dong,SHEN Zhi-guo.Finite element stress analysis on the correction of the ancient pagoda
[J].J.Xi′an Univ.of Arch.& Tech.:Natural Science Edition,2006,38(2):241-244.
[5] 陈 平,姚谦峰,赵 冬.西安大雁塔抗震能力研究[J].建筑结构学报,1999(1):46-49.
CHEN Ping,YAO Qian-feng,ZHAO Dong.An exploration of the aseismic behavior of Xi′an Dayan Pagoda[J].
Journal of Building Structures,1999(1):46-49.

备注/Memo

备注/Memo:
*收稿日期:2010-06-12  修改稿日期:2011-06-28
基金项目:陕西省教育厅专项科研计划资助项目(03JK195)
作者简介:陈 平(1956-),男,甘肃庄浪人,教授,硕士,从事工程结构抗震与古建筑保护工作.
更新日期/Last Update: 2015-11-05