天津西站主站楼整体迁移关键技术研究与应用
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摘要
目前,我国正处于城市化加速发展阶段,城市建设中保护与开发的矛盾较为突出。如何对城市传统风格和历史建筑进行有效保护,使之成为我们城市环境中的有机组成部分,从而延续历史文化是当前摆在我们建设者面前的一个重要课题。
通过本课题的研究,解决了天津西站主站楼整体迁移工程设计和施工中的许多关键技术问题,为工程的顺利实施保驾护航。通过天津西站主站楼整体平移顶升施工技术的顺利实施,即保留天津西站这座历史文物、历史风貌建筑,同时也解决了天津西站交通枢纽总体规划的场地布局,为铁路建设提供了必要场地。
论文主要研究内容和成果如下:
1、通过调研、现场实测实量,绘制出天津西站主站楼的平面图、剖面图、立面图,通过检测手段确定了房屋的结构形式和受力体系,为后期的修缮工程提供基础资料。
2、采用三维移位技术,天津西站主站楼向南平移135米,向东平移40米,到达新址后垂直顶升2.9米,满足规划要求。
3、天津西站整体平移成功跨越地铁通道,其建筑物平移跨越地铁通道技术,通过对地铁段上方地基处理以及跨地铁段轨道基础设计,填补了国内外该项技术的空白,为类似工程提供技术参考。
4、建筑物平移施工基坑紧邻铁路站台技术,在铁路站台通过基坑支护以及列车过站限速等技术手段,确保施工的顺利进行和铁路安全。
5、引用计算机建模软件,进行砖石木结构建筑的受力分析,对建筑物结构受力进行仿真分析,进行托换结构体系设计,为砖石木结构的受力分析提供新思路。
6、建筑物同步顶升控制点达到32个位移控制,以位控为主,即事先设定位移值,系统自动调节各控制点的力的输出,实现建筑物迁移的力、位双闭环控制。
7、滑动装置(滑脚)采用硫化处理,借鉴桥梁支座的制作原理,实现标准化制作。
8、对建筑物移位施工中加固过程中的石结构进行加固处理。
At present, China is in the stage of accelerated development of urbanization,urban construction,the contradiction between the protection and development of the more prominent. How the traditional style and the city the effective protection of historic buildings,making our city an integral part of the environment,and thus perpetuates the history and culture is currently placed in front of our builders is an important issue.
Through this topic research, solved the tianjin west station main station house overall migration engineering design and construction, many of the key technical problems for project implementation escorting.Tianjin West Railway Station through the main station building as a whole pan lifting application of the smooth implementation of the Tianjin West Railway Station is to retain the historic heritage,historic character buildings, but also solve the transportation hub of Tianjin West Railway Station master plan the site layout,building the railway the necessary space.
Thesis research content and results are as follows:
1、Through researched, field measurement of net output and draw the main station of Tianjin West Railway Station building plans, sections, elevations, by means of tests to determine the structure of housing and force system for later restoration works to provide basic data .
2、Used three-dimensional displacement technology,Tianjin West Railway Station Master House,135 meters south of pan, pan 40 meters east,perpendicular to the top after the new site reach 2.9 meters,to meet the planning requirements.
3、Tianjin West Railway Station subway tunnels across the overall success of pan,pan across the subway tunnels of its building technology, through the foundation of the subway section of Shangfang track processing,and foundation design span metro section,to fill gaps in the technology at home and abroad, for similar projects Technical Reference.
4、The building construction pit near the railway station translation technology, railway stations and on trains through the foundation pit stops over the speed limit and other technical means to ensure the smooth progress of the construction and railway safety.
5、The reference computer modeling software for mechanical analysis of wood frame construction masonry,structural stress on the simulation analysis,the underpinning structure system design,stress analysis for the wooden structure of masonry to provide new ideas.
6、Building control point synchronous lifting to 32 the displacement control to position control based,that is pre-set displacement values,the system automatically adjust the force of the control point output power to achieve migration of the building,bit dual-loop control.
7、The sliding device (sliding foot) by curing treatment,the production of bridge bearings learn the principle of standardized production.
8、Reinforcing the construction of the building process of shifting stone structure reinforcement.
通过本课题的研究,解决了天津西站主站楼整体迁移工程设计和施工中的许多关键技术问题,为工程的顺利实施保驾护航。通过天津西站主站楼整体平移顶升施工技术的顺利实施,即保留天津西站这座历史文物、历史风貌建筑,同时也解决了天津西站交通枢纽总体规划的场地布局,为铁路建设提供了必要场地。
论文主要研究内容和成果如下:
1、通过调研、现场实测实量,绘制出天津西站主站楼的平面图、剖面图、立面图,通过检测手段确定了房屋的结构形式和受力体系,为后期的修缮工程提供基础资料。
2、采用三维移位技术,天津西站主站楼向南平移135米,向东平移40米,到达新址后垂直顶升2.9米,满足规划要求。
3、天津西站整体平移成功跨越地铁通道,其建筑物平移跨越地铁通道技术,通过对地铁段上方地基处理以及跨地铁段轨道基础设计,填补了国内外该项技术的空白,为类似工程提供技术参考。
4、建筑物平移施工基坑紧邻铁路站台技术,在铁路站台通过基坑支护以及列车过站限速等技术手段,确保施工的顺利进行和铁路安全。
5、引用计算机建模软件,进行砖石木结构建筑的受力分析,对建筑物结构受力进行仿真分析,进行托换结构体系设计,为砖石木结构的受力分析提供新思路。
6、建筑物同步顶升控制点达到32个位移控制,以位控为主,即事先设定位移值,系统自动调节各控制点的力的输出,实现建筑物迁移的力、位双闭环控制。
7、滑动装置(滑脚)采用硫化处理,借鉴桥梁支座的制作原理,实现标准化制作。
8、对建筑物移位施工中加固过程中的石结构进行加固处理。
At present, China is in the stage of accelerated development of urbanization,urban construction,the contradiction between the protection and development of the more prominent. How the traditional style and the city the effective protection of historic buildings,making our city an integral part of the environment,and thus perpetuates the history and culture is currently placed in front of our builders is an important issue.
Through this topic research, solved the tianjin west station main station house overall migration engineering design and construction, many of the key technical problems for project implementation escorting.Tianjin West Railway Station through the main station building as a whole pan lifting application of the smooth implementation of the Tianjin West Railway Station is to retain the historic heritage,historic character buildings, but also solve the transportation hub of Tianjin West Railway Station master plan the site layout,building the railway the necessary space.
Thesis research content and results are as follows:
1、Through researched, field measurement of net output and draw the main station of Tianjin West Railway Station building plans, sections, elevations, by means of tests to determine the structure of housing and force system for later restoration works to provide basic data .
2、Used three-dimensional displacement technology,Tianjin West Railway Station Master House,135 meters south of pan, pan 40 meters east,perpendicular to the top after the new site reach 2.9 meters,to meet the planning requirements.
3、Tianjin West Railway Station subway tunnels across the overall success of pan,pan across the subway tunnels of its building technology, through the foundation of the subway section of Shangfang track processing,and foundation design span metro section,to fill gaps in the technology at home and abroad, for similar projects Technical Reference.
4、The building construction pit near the railway station translation technology, railway stations and on trains through the foundation pit stops over the speed limit and other technical means to ensure the smooth progress of the construction and railway safety.
5、The reference computer modeling software for mechanical analysis of wood frame construction masonry,structural stress on the simulation analysis,the underpinning structure system design,stress analysis for the wooden structure of masonry to provide new ideas.
6、Building control point synchronous lifting to 32 the displacement control to position control based,that is pre-set displacement values,the system automatically adjust the force of the control point output power to achieve migration of the building,bit dual-loop control.
7、The sliding device (sliding foot) by curing treatment,the production of bridge bearings learn the principle of standardized production.
8、Reinforcing the construction of the building process of shifting stone structure reinforcement.
引文
[1]张鑫.建筑物整体平移技术的发展综述.山东建筑工程学院学报,2005,Vol.20(5):75～81
[2]张任杰.PLC液压同步顶推技术在宁夏吴忠宾馆整体平移中的应用.技术创新,2008,Vol.12:108～109
[3]袁鼎,张宇.上海浦东国际机场二期主楼钢屋盖结构平移及提升设备的研究.建筑施工,2009,Vol.31(4):264～266
[4]郑华奇蓝戊己,刘长胜故居整体平移工程的设计与施工[J].建筑技术,2003,V6N3:414～416。
[5]刘明,蒋连接,李富民,建筑物整体平移现场监测[J].徐州工程学院学报, V23N2:24～28.
[6]苏翼林,王燕群,赵志刚等.材料力学[M].天津:天津大学出版社, 2001
[7]孙更生,郑大同.软土地基与地下工程[M].北京:中国建筑工业出版社,1984
[8]天津西站候车楼整体平移工程进展顺利[J].施工技术,2009(12):91.
[9]郭彤,结构托换技术及其在房屋平移工程中的应用,东南大学硕士论文,2002
[10]张立乾,郭富民,杨国兴,等.北大红楼砖木结构建筑的数值仿真分析[J].建筑结构,2007,37(4):114～118.
[11]王华,白静静.西安小雁塔抗震性能研究分析[J].科技风,2010(17):125～127
[12]仇圣华,李伟.建筑物整体移位托换体系的计算机模拟[J].四川建筑科学研究,2010,36(5):91～93.
[13]贾留东,夏风敏,张鑫,张爱社.莱芜高新区15层综合楼平移设计与现场监测[J].建筑结构学报,2009,30(6):134～141.
[14]肖聚亮.建筑物迁移动力系统智能监控研究与应用[D].天津:天津大学,2006.
[15]黄哲兴.建筑平移技术的若干问题研究.技术经济与管理研究,2007,Vol.3:109
[16]孙肃,卢明全,程向阳.高层建筑物整体移位技术的探讨.大连水产学院学报,2005,Vol,20(1):57～60
[17]唐小军,宋晓玲.我国建筑物整体移位研究现状及需解决的问题.工业建筑,2005,Vol,35:834～878
[18]李爱群,吴二军,我国建筑物整体平移技术及工程应用进展,江苏建筑,2003,92(增刊):48～54
[19]吴二军,建筑物整体平移关键技术研究与应用「:博士学位论文」,南京,东南大学,2003
[20]张新中,解伟,李友琳等,建筑物整体迁移技术应用与发展,华北水利水电学院学报,1998,19(4):16～15
[21]张立人,建筑结构检测、鉴定与加固,武汉:武汉理工大学出版社,2003:219～227
[22]张鑫,徐向东,都爱华,国外建筑物整体平移技术的进展,工业建筑,2002,32(7):1～3
[23] Lamar Kay,Pan Deitz,Stan Babre,Photo from southcombe’s collection,New Plymouth,New Zealand,The Sturctural Move,1999,17(l)
[24] Lamar Kay,Pan Deitz,Stan Babre,University of Iowa Work,The Sturcutral Move,1999,17(l)
[25]王青松,韩智晨,狮子林桥整体抬升工程中水平位移的控制,天津建设科技,2004,6:22～23
[26]贾留东,张鑫,孙建平等,临沂市国家安全局8层办公楼整体平移设计,工业建筑,2002,32(7):7～10,13
[27]张鑫,贾留东,贾强等,临沂市国家安全局8层办公楼整体平移施工及现场监测,工业建筑,2002,32(7):11～13
[28]卫龙武,吴二军,李爱群等,江南大酒店整体平移工程的关键技术,建筑结构,2002,31(12):6～8
[29]吴二军,黄镇,李爱群等,江南大酒店平移工程的静态和动态实时监测,建筑结构,2002,31(12):11～14
[30]徐学军,吴二军,黄国银等,楼房平移中的移动系统设计探讨,2002,31(10):24～26
[31]郁爱华,张鑫,贾留东等,建筑物整体平移技术的试验研究,工业建筑,2002,32(7):4～6
[32]姚忠国,黄自新,陈高瞻等,房屋整体平移技术及模拟试验研究,建筑结构,1995,11:52～57
[33] ETALCO. The Shubert Theater Was Self-Propelled. The Structural Mover ,1999 ,17 (2)
[34] Gini Koster. Supermove’99 Gopenhagen Airport. The Structural Mover ,2000 ,18 (1)
[35] Kim Browniz. From Boca Raton to Fort Pierce. The Structural Mover ,1999 ,17 (1)
[36] http://www.ycwb.com/gb/content/2004 -12/24/content_819824.htm,国外建筑物整体平移技术的发展
[37] http://www.ycwb.com/gb/content/2004 -12/24/conlenl_819823.htm,我国第一家建筑物移位技本研究中心
[38] http://www.ycwb.com/gb/content/2004-12124/content_819822.htm,我国建筑物平移技术走在世界前列
[39] Pryke J F S,Re-leveling,raising and re-sitting historic buildings,Proceedings Symposium IABSE,London,1983
[40] Pryke J F S,Underpinning,framing,jacking-up and moving brick and stone masonry structures,Proceedings of ICE Conference,London,1982
[41]吴定安,上海音乐厅抬升和平移工程,流体传动与控制,2005,7(4)
[42]朱宏平,邱小松,常恒光等,建筑联合体整体平移的基础处理技术,岩土力学,2003(01)
[43]徐学军,俞强,黄国银等,建筑整体平移工程中软土过渡段地基处理,建筑施工,2002(01)
[44]袁广林,袁迎曙,大空间、复杂结构建筑物平移技术研究与应用,中国矿业大学学报,2001(3)
[45]吴二军,建筑物整体平移工程轨道沉降与沉降差的计算方法,工业建筑,2005(35)增刊
[46]章文舒,建筑物整体平移过程的计算机控制系统,中国发明专利,200510037808.8,2005-02-22
[47]吕西林,钢筋混凝土结构非线性有限元理论与应用,上海:同济大学出版社,1997:49
[48] ZHAO Guofan, Li Yungui,Wang Hengdong,Forth moment method forstructural reliability analysis based on maximum entropy theory , The SixthWorkshop on Concrete Model Code for Asia,Dalian,1996
[2]张任杰.PLC液压同步顶推技术在宁夏吴忠宾馆整体平移中的应用.技术创新,2008,Vol.12:108～109
[3]袁鼎,张宇.上海浦东国际机场二期主楼钢屋盖结构平移及提升设备的研究.建筑施工,2009,Vol.31(4):264～266
[4]郑华奇蓝戊己,刘长胜故居整体平移工程的设计与施工[J].建筑技术,2003,V6N3:414～416。
[5]刘明,蒋连接,李富民,建筑物整体平移现场监测[J].徐州工程学院学报, V23N2:24～28.
[6]苏翼林,王燕群,赵志刚等.材料力学[M].天津:天津大学出版社, 2001
[7]孙更生,郑大同.软土地基与地下工程[M].北京:中国建筑工业出版社,1984
[8]天津西站候车楼整体平移工程进展顺利[J].施工技术,2009(12):91.
[9]郭彤,结构托换技术及其在房屋平移工程中的应用,东南大学硕士论文,2002
[10]张立乾,郭富民,杨国兴,等.北大红楼砖木结构建筑的数值仿真分析[J].建筑结构,2007,37(4):114～118.
[11]王华,白静静.西安小雁塔抗震性能研究分析[J].科技风,2010(17):125～127
[12]仇圣华,李伟.建筑物整体移位托换体系的计算机模拟[J].四川建筑科学研究,2010,36(5):91～93.
[13]贾留东,夏风敏,张鑫,张爱社.莱芜高新区15层综合楼平移设计与现场监测[J].建筑结构学报,2009,30(6):134～141.
[14]肖聚亮.建筑物迁移动力系统智能监控研究与应用[D].天津:天津大学,2006.
[15]黄哲兴.建筑平移技术的若干问题研究.技术经济与管理研究,2007,Vol.3:109
[16]孙肃,卢明全,程向阳.高层建筑物整体移位技术的探讨.大连水产学院学报,2005,Vol,20(1):57～60
[17]唐小军,宋晓玲.我国建筑物整体移位研究现状及需解决的问题.工业建筑,2005,Vol,35:834～878
[18]李爱群,吴二军,我国建筑物整体平移技术及工程应用进展,江苏建筑,2003,92(增刊):48～54
[19]吴二军,建筑物整体平移关键技术研究与应用「:博士学位论文」,南京,东南大学,2003
[20]张新中,解伟,李友琳等,建筑物整体迁移技术应用与发展,华北水利水电学院学报,1998,19(4):16～15
[21]张立人,建筑结构检测、鉴定与加固,武汉:武汉理工大学出版社,2003:219～227
[22]张鑫,徐向东,都爱华,国外建筑物整体平移技术的进展,工业建筑,2002,32(7):1～3
[23] Lamar Kay,Pan Deitz,Stan Babre,Photo from southcombe’s collection,New Plymouth,New Zealand,The Sturctural Move,1999,17(l)
[24] Lamar Kay,Pan Deitz,Stan Babre,University of Iowa Work,The Sturcutral Move,1999,17(l)
[25]王青松,韩智晨,狮子林桥整体抬升工程中水平位移的控制,天津建设科技,2004,6:22～23
[26]贾留东,张鑫,孙建平等,临沂市国家安全局8层办公楼整体平移设计,工业建筑,2002,32(7):7～10,13
[27]张鑫,贾留东,贾强等,临沂市国家安全局8层办公楼整体平移施工及现场监测,工业建筑,2002,32(7):11～13
[28]卫龙武,吴二军,李爱群等,江南大酒店整体平移工程的关键技术,建筑结构,2002,31(12):6～8
[29]吴二军,黄镇,李爱群等,江南大酒店平移工程的静态和动态实时监测,建筑结构,2002,31(12):11～14
[30]徐学军,吴二军,黄国银等,楼房平移中的移动系统设计探讨,2002,31(10):24～26
[31]郁爱华,张鑫,贾留东等,建筑物整体平移技术的试验研究,工业建筑,2002,32(7):4～6
[32]姚忠国,黄自新,陈高瞻等,房屋整体平移技术及模拟试验研究,建筑结构,1995,11:52～57
[33] ETALCO. The Shubert Theater Was Self-Propelled. The Structural Mover ,1999 ,17 (2)
[34] Gini Koster. Supermove’99 Gopenhagen Airport. The Structural Mover ,2000 ,18 (1)
[35] Kim Browniz. From Boca Raton to Fort Pierce. The Structural Mover ,1999 ,17 (1)
[36] http://www.ycwb.com/gb/content/2004 -12/24/content_819824.htm,国外建筑物整体平移技术的发展
[37] http://www.ycwb.com/gb/content/2004 -12/24/conlenl_819823.htm,我国第一家建筑物移位技本研究中心
[38] http://www.ycwb.com/gb/content/2004-12124/content_819822.htm,我国建筑物平移技术走在世界前列
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