CIS标准在空间结构中的应用
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摘要
目前在土木工程领域中,建筑设计软件、结构计算软件和施工计费软件等都是各自独立的数据系统,在建筑的某个阶段也是如此。如AUTOCAD及ARCHI CAD两者的数据系统也是相互独立,数据不能共享。这样,不同的设计事务所或不同的设计师之间沟通往往存在一定的障碍,毕竟,要同时熟悉多个软件有时是有些困难的。而且,许多工程出于工期或安全要求,对一个项目必须要使用两个及以上的软件进行计算分析以比较计算结果,这样,就必须对同一个模型两次以上建模,对人力、物力造成巨大的浪费。事实上,设计师的主要精力是放在对模型的修改与对结果的鉴别上,而不是纯粹地做一些机械性的操作。如果软件之间的数据交换能够不需要通过人的机械式操作而能自动完成,将节约大量时间成本并且增加可观的经济效益。所以软件之间的数据转换研究有很大的应用前景和研究意义。
     统一建筑工业界的数据标准是解决这个问题的最佳方式也是目前国内国际研究的方向。此前,ISO(国际标准组织)成立了包括建筑工业、机械、电器等行业在内的STEP标准(产品模型标准),但是,由于涵盖范围太广,数据标准过于庞大未能达到相应的应用程序,只在相对较小的范围内能够实现一些数据交换,如机械制造领域等。
     从实际应用的现实目的出发,欧洲钢结构联盟于1987年开始启动CIMsteel project计划,决定在钢铁结构中建立一个集设计、计算、施工管理及钢材加工一体化的数据标准。经过近十年的努力,终于在1996年推出了CIS(钢结构集成一体化设计)标准的第一个版本CIS/1.0。此后,在2002年,推出了此标准的第二个版本CIS/2.0,简写为CIS/2。
     本文在介绍CIS标准及其使用的EXPRESS语言来定义CIS系统元素的基础上,说明了在空间结构中如何使用CIS标准来编写输入输出程序。并且简要分析了空间结构在CIS系统中的必需元素,如几何模型中的点、线、面,有限元计算模型中的结点、单元、荷载及边界条件等,使得软件在转换模型数据后不需要做修改就可以直接应用在空间结构设计中。在国内还未有人介入CIS系统的情况下,提出了国内的螺栓球、套筒、挡板等一系列的空间结构中必须元素。为了能够把CIS标准应用到实际工程中,编写了从STCAD数据到SAP2000的转换程序,实现了通过CIS标准达到两种软件交换数据的目的。最后,还分析了CIS标准优缺点及与其他标准相比较时的优势与发展方向。
Starting from the purpose of practical application, European Union of Steel Structure implemented the CIMsteel project plan in 1987, aiming to establish a data standard including design, calculation, construction management and steel processing. Hard endeavor of almost 10 years is to turn the CIS/1.0 to reality in 1996.And then, the CIS/2.0 in 2002.
     This paper analyzes the processing of writing input/output programs in space structure by CIS, and also some key elements which can be applied directly in space structure without modified, after introducing the CIS standard and EXPRESS language which is used to define the CIS elements. In this case that nobody in China have adjusted the CIS, this paper defines some key elements such as bolt ball, socket of domestic specification, a program that converts data produced by STCAD to the format of SAP2000 for the purpose of CIS practical application. Finally, the advantages and disadvantages of CIS are introduced and also the development trend.
     Due to the development of computer technology, the construction industry has also developed rapidly. Take AUTOCAD, ARCHI CAD for example,the CAD softwares are also on a new stage. CAE field of finite element method is represented by ANSYS, ABQUS. The structural design softwares are different from each other for their different developer, including SAP2000, STAAD.pro, TEKLA and PKPM, Guangsha. While in the other fields such as management and budget, Qinghua Sville and God are often used.
     However, these softwares are independent, both of the whole system and parts of it. For example, the data can not be shared by AUTOCAD and ARCHI CAD. In this way, two designers may have trouble communication for it is not easy for people to get familiar with a lot of softwares. Besides, sometimes it is required to contrast results of two analysis software on the same project for the sake of safety or processing.Designer will build model twice, which means lots of money and time are wasted. In fact, a skilled designer’s main task is to design model and check results, rather than to do something purely mechanical. The research of data conversion between softwares is of great importance in applications.
     Software for data conversion is gathering momentum and is there to stay. As a result of the large number of applications of AUTOCAD, the definition of DXF text format become the factly standard for data conversion. In fact, the deficiencies of DXF standards are very clear, for example, the text is too large, there is almost only one date--the pure geometric model data, and information loss may occur in conversion.
     Therefore, the reunification of the construction industry data standards is the best way to solve this problem, and also the main trend of study in the world. Previously, ISO (International Standards Organization) has established the industry standards (standard product model), including the construction, machinery, electrical appliances industry. But, because the scope is too broad to meet the appropriate role, data conversion can be achieved only in a relatively small field, for example, machinery manufacturing.
     According to the above, it is obviously that the research of a unified data standard in construction industry is of great prospect application and research value. In this paper, the usage of CIS standards is introduced with a detailed description. And also, the prospect and application of space structure in China. The data conversions between different softwares are achieved. This paper also provides examples of CIS application. I hoped it will stimulate more ideas from others.
引文
[1]杨富春,崔路.建筑信息模型技术与相关国际标准发展状况[J].四川建筑科学. 2003. 4(5):20~22.
    [2] http://www.a-konsultit.fi/CAD/3dmodel.php.赫尔辛基大学的新会堂公开网址.
    [3] http://cic.nist.gov/vrml/CIS2.html. 2008.
    [4] ISO标准委员会IS010303-21 Product Data Representation And Exchange[S]. 2002.
    [5]北京金土木http://www.bjcks.com/company/datum/2007050801.htm.
    [6]王柯.基于IFC的3D+建筑工程费用维的信息模型研究[硕士论文][D].上海.同济大学. 2007.
    [7]贺泽,邱长华,王能健. DXF到IGES转换工具研制[J].应用科技. 2005. 32(1):55~58.
    [8]王永辉. CAD数据转换格式的对比[J].机械设计与制造. 2002. 4(6):44~46.
    [9]张志伟,王太勇.基于STEP交换文件的特征模型研究[J].制造技术与机床. 2008. 44(3):133~137.
    [10]邓明珠,蔡勇.基于STEP中性文件的数据交换[J].机床与液压. 2008. 36(5):77~79.
    [1]龙文刚.基于IGES的多学科一体化数据管理方法研究[硕士学位论文][D]西安.西北工业大学. 2007.03
    [2] International Standard Organization. ISO10303-11:1994[S]. Geneva. 1994
    [3] International Standard Organization. ISO10303-21 Scope[S]. Geneva. 2002.
    [4] International Standard Organization. ISO10303-21[S]. Geneva. 2002.
    [5] CIMsteel Integration Standards Release[S]. The Steel Construction Institute. Geneva. 2002.
    [1]龚景海,邱国志.空间结构计算机辅助设计[M].北京.中国建筑工业出版社. 2002.
    [2] ISO国际标准组织. ISO10303-42[S]. 2002.
    [3]汪洋,张宇.基于STEP标准的统一BOM研究[J].计算机技术与发展. 2006. 16(3):24~29.
    [4]邓雪原,张之勇.计算机辅助建筑设计软件间的信息共享与交换[J].湖南科技大学学报. 2006. 21(1): 19~23.
    [5] LPM/6. EXPRESS SCHEMA(LONG FORM)[S]. VA. The Steel Construction Institute. 2002.
    [6] CIS/2[S]. VA. The Steel Construction Institute. 2002.
    [7] CIS/2 LPM/6. Joint System.[S]. Geneva. The Steel Construction Institute. 2002.
    [8] CIS/2 LPM/6. Joint System.[S]. Geneva. The Steel Construction Institute. 2002: 347.
    [1] Bruce Eckel.C++编程思想[M].北京.机械工业出版社. 2005.
    [2] http://www.stlchina.org/twiki/bin/view.pl/Main/BoostChina
    [3] David R.Musser, Gillmer J.Derge.标准模板库自修教程与参考手册[M].北京.科学出版社. 2003.
    [4]龚景海,邱国志.空间结构计算机辅助设计[M].北京.中国建筑工业出版社. 2002.
    [5] LPM/6 APPENDIX_A[S]. VA. 2002.
    [6]张剑涛,刁波,唐春风等. IFC标准在PKPM结构软件中的实现[J].建筑科学. 2006. 22(4):74~78.
    [7] CIS/2[S]. VA. 2005.
    [8] David J.Kruglinski(著),潘爱民,王国印(译). Visual C++技术内幕[M].北京.清华大学出版社. 1999.
    [9] Schwartz Randal L, Phoenix Torn,Foy, Brian D著, O'Reilly Taiwan公司译. Perl语言入门[M].南京.东南大学出版社. 2007
    [10]邱奎宁. IFC标准在中国的应用前景分析[J].建筑科学. 2003. 19(2):99~101.
    [11]杨富春,崔路.建筑信息模型技术与相关国际标准发展状况[J].四川建筑科学. 2003. 17(4):20~22.
    [12] Pete Carrato, Mark Holland. Business Practices In a 3D Structural Model Environment[J]. ASCE. Civil and Buildng Science. 2008. 32(5):223~227.
    [13]张泳,王全凤.基于BIM的建设项目文档集成管理系统开发[J].武汉理工大学学报.信息与管理工程版. 2008. 30(4):88~92.
    [14] Robert R.Lipman. Mapping Between the CIMSteel Inteegration Standards and Industry Foundation Classes Product Models for Structural SteelC]. International Conference on Computing in Civil and Buildng Engineering. 2006
    [15] http://www.proteus.com.cn/html/90/76590-type-bbs-view-image.html
    [1]邓雪原,秦领,刘西拉.建筑结构有限元模型转换系统[C].首届工程设计高性能计算(HPC)技术应用论坛论文集. 2007.
    [2]邱奎宁. IFC标准在中国的应用前景分析[J].建筑科学. 2003. 19(2):99~101.
    [3]北京金土木软件技术有限公司,中国建筑标准设计研究院. SAP2000中文版使用说明[M].人民交通出版社. 2006
    [1]王琳琳,方立新.基于工业基础分类IFC的建筑数据交换标准[J].科技情报开发与经济2007. 17(30). 122~125.
    [2]邓雪原,张之勇.计算机辅助建筑设计软件间的信息共享与交换[J].湖南科技大学学报. 2006. 21(1): 19~23.
    [3]龚文博.浅谈建筑信息技术的应用[J].西安建筑科技大学学报. 2004.
    [4]张泳,王全凤.基于BIM的建设项目文档集成管理系统开发[J].武汉理工大学学报.信息与管理工程版. 2008. 30(4): 616~618.
    [5]杨宝明.建筑信息模型BIM与企业资源计划系统ERP[J].施工技术. 2008. 37(6): 37~39.
    [6]肖伟,胡晓非,胡瑞.建筑行业的挑战与BLM/BIM的革新及运用[J].建筑科学2008. 26(1): 68~73.
    [7]刘爽.建筑信息模型(BIM)技术的应用[J].数字技术2008: 99~103.
    [8]陈彦,戴红军,刘晶等.建筑信息模型(BIM)在工程项目管理信息系统中的框架研究[J].施工技术. 2008. 37(2):5~9.
    [9]杨谆,李宏伟,杨卫中.建筑CAD软件发展的研究[J].四川建筑科学研究. 2004. 30(4):96~98.
    [10]张晔芝,魏文郎,欧阳炎.基于ODBC和ObjectARX的建筑结构集成设计系统研究[J].工程力学学报. 2000. 22(6):99~103.
    [11] ISO10303-11-2004, Industrial Automation Systems And Intergation-Product Data Representation And Exchange-Part11: description methods: the express language reference manual[S]. International organisation for standardisation, ISO TC 184/SC4,Geneva.