PKPM钢结构算量软件STSL设计开发与研究
摘要
本论文在我国自主研发的计算机辅助设计软件研发平台上研发出钢结构算量软件STSL,以逐步取代目前以手工计算方法为主的钢结构工程量统计手段,提高钢结构工程量统计效率,方便工程造价人员开展相关工作。
作者深入分析我国建筑钢结构未实现软件算量的原因以及实现软件算量的难点,提出研发钢结构算量软件STSL的功能设计要点,重点阐述实现算量功能中的关键问题及解决方法,以及对软件的应用范围及功能实现进行客观评价。本文的主要工作和成绩有:
1)通过与钢筋混凝土工程量统计软件分析对比,采用VC++面向对象编程的方法为钢结构算量软件STSL实现了截面库和节点库,解决了研发钢结构算量软件中钢结构截面形式繁多,节点种类复杂多变,采用CAD技术实现难度大等难点问题。
2)结合钢结构工程应用特点,提出钢结构算量软件STSL模型的建立应采用三个模块,分别针对解决以门式刚架形式为主的工业厂房建筑,以框架结构形式为主的多高层建筑,以及复杂结构形式的空间钢结构建筑的算量统计问题。
3)提出三种方法解决STSL中节点实现问题。一是通过编程为STSL创建节点库辅助数据库添加节点信息;二是载入结构模型及节点内力或者输入节点内力进行自动设计添加节点信息;三是通过交互的添加连接板、螺栓、焊缝,对构件、零件进行切割等操作,创建各种节点连接形式。
4)算量报表生成是钢结构算量软件STSL的重要成果。本文结合工程量统计特点,在算量报表功能设计方面提出以构件为单元进行输出,详细地输出组成构件的零构件的工程量,以及相关截面尺寸、长度、材质、数量以及计算公式等信息。
5)通过对一个典型的实际钢结构工程量统计计算,验证了钢结构算量软件STSL的科学性及严谨性。
This paper developed calculation software STSL for building steel structure engineering capacity statistics based on national independent research and development platform of computer-aided design software, which would gradually replace the current manual calculation methods, improve the efficiency of steel structure engineering capacity statistics, and facilitate the related work of the cost of construction.
Deeply analyzing the reasons why China did not develop software for building steel structure engineering capacity statistics and the difficulty to develop it, this paper raised functional design key points on developing calculation software STSL and focus on key issues in implementation of software function and corresponded solutions. And the main work and results were as follows:
1)By analyzing and comparing reinforced concrete engineering quantity statistics software, used VC++ object oriented programming method, built the section and node library of steel structure for STSL and addressed the difficulties, that section form numerous, node type complicated and changeable and difficult in using CAD technology, in developing calculation software for steel structure.
2) According to characteristics of steel structure engineering application, proposed that steel structure statistical software STSL should be divided into three modules, which played to solve capacity statistics address respectively to forms of industrial plant building primarily with portal rigid frame, High-rise buildings primarily with steel frame structure and spatial steel structure building with complex structure.
3) It provided three solutions for STSL node realization. That was to create node library connection for STSL by programming, load the structure model and internal force of node or input them and then complete automatic design, and through the interactive interface to add connection plates, bolts, welds, then take actions such as cutting for components, parts, finally created various forms of connection.
4) Combined with characteristics of engineering quantity statistics, the calculation report was designed to output components for unit, detail output engineering quantity statistics of parts comprising components and relevant section sizes, lengths, materials, quantity, calculation formulas, and so on. The calculation reports were the important result of the steel structure calculation software STSL.
5) It completed capacity statistics for the typical building steel structure making use of development work STSL, which verified STSL scientificity and preciseness.
作者深入分析我国建筑钢结构未实现软件算量的原因以及实现软件算量的难点,提出研发钢结构算量软件STSL的功能设计要点,重点阐述实现算量功能中的关键问题及解决方法,以及对软件的应用范围及功能实现进行客观评价。本文的主要工作和成绩有:
1)通过与钢筋混凝土工程量统计软件分析对比,采用VC++面向对象编程的方法为钢结构算量软件STSL实现了截面库和节点库,解决了研发钢结构算量软件中钢结构截面形式繁多,节点种类复杂多变,采用CAD技术实现难度大等难点问题。
2)结合钢结构工程应用特点,提出钢结构算量软件STSL模型的建立应采用三个模块,分别针对解决以门式刚架形式为主的工业厂房建筑,以框架结构形式为主的多高层建筑,以及复杂结构形式的空间钢结构建筑的算量统计问题。
3)提出三种方法解决STSL中节点实现问题。一是通过编程为STSL创建节点库辅助数据库添加节点信息;二是载入结构模型及节点内力或者输入节点内力进行自动设计添加节点信息;三是通过交互的添加连接板、螺栓、焊缝,对构件、零件进行切割等操作,创建各种节点连接形式。
4)算量报表生成是钢结构算量软件STSL的重要成果。本文结合工程量统计特点,在算量报表功能设计方面提出以构件为单元进行输出,详细地输出组成构件的零构件的工程量,以及相关截面尺寸、长度、材质、数量以及计算公式等信息。
5)通过对一个典型的实际钢结构工程量统计计算,验证了钢结构算量软件STSL的科学性及严谨性。
This paper developed calculation software STSL for building steel structure engineering capacity statistics based on national independent research and development platform of computer-aided design software, which would gradually replace the current manual calculation methods, improve the efficiency of steel structure engineering capacity statistics, and facilitate the related work of the cost of construction.
Deeply analyzing the reasons why China did not develop software for building steel structure engineering capacity statistics and the difficulty to develop it, this paper raised functional design key points on developing calculation software STSL and focus on key issues in implementation of software function and corresponded solutions. And the main work and results were as follows:
1)By analyzing and comparing reinforced concrete engineering quantity statistics software, used VC++ object oriented programming method, built the section and node library of steel structure for STSL and addressed the difficulties, that section form numerous, node type complicated and changeable and difficult in using CAD technology, in developing calculation software for steel structure.
2) According to characteristics of steel structure engineering application, proposed that steel structure statistical software STSL should be divided into three modules, which played to solve capacity statistics address respectively to forms of industrial plant building primarily with portal rigid frame, High-rise buildings primarily with steel frame structure and spatial steel structure building with complex structure.
3) It provided three solutions for STSL node realization. That was to create node library connection for STSL by programming, load the structure model and internal force of node or input them and then complete automatic design, and through the interactive interface to add connection plates, bolts, welds, then take actions such as cutting for components, parts, finally created various forms of connection.
4) Combined with characteristics of engineering quantity statistics, the calculation report was designed to output components for unit, detail output engineering quantity statistics of parts comprising components and relevant section sizes, lengths, materials, quantity, calculation formulas, and so on. The calculation reports were the important result of the steel structure calculation software STSL.
5) It completed capacity statistics for the typical building steel structure making use of development work STSL, which verified STSL scientificity and preciseness.
引文
[1] http://worldsteel.org/?action=newsdetail&latest=1&id=319,2011(世界钢结构协会网站)
[2]中国钢结构协会.2010中国钢结构产量年鉴[N].北京,2011.1.15
[3]郭兵,纪伟东等.多层民用钢结构房屋设计[M].北京:中国建筑工业出版社,2005
[4]陈绍蕃,顾强.钢结构(第二版)[M].北京:中国建筑工业出版社,2007:1-2
[5]徐伟.现代钢结构工程施工[M].北京:中国建筑工业出版社,2006:2-3
[6]邵珍奇.多层钢框架结构的优化设计分析[D].西安:西安建筑科技大学,2009.
[7]朱峰.钢结构制造与安装[M].北京:北京理工大学出版社,2009:32
[8]陈禄如.中国钢结构的发展和问题[J].北京:钢结构,1996(01):4-6
[9]康占武,赵君.论CAD技术在工程设计中的应用[J] .国土资源高等职业教育研究, 2008.
[10]郑永章.三维CAD系统的概况与发展[J].漳州职业技术学院学报, 2009, (04):7-10
[11]赵必大.钢结构梁柱外伸式端板螺栓连接节点性能研究[D]西安建筑科技大学, 2006
[12]郑成波,曹婷.浅析工程建设标准造价工作[J].岩土工程界,2004(5):12-13
[13]张丽萍.浅谈图形算量软件在工程造价中的应用[J].云南电力技术,2007(35):58
[14]刘月君,胡绍兰,李艳芳.浅谈建筑工程工程量计算软件[J].河北:河北建筑工程学院学报,2008(26):99-101
[15]江丽丽.浅谈工程造价软件及运用[J].科技资讯, 2009 (15):157
[16]徐春媛.工程量计算软件的现状及发展建议[J].山西建筑, 2009(35):367-368
[17] David Luebke et al.Level of Detail for 3D Graphics[M],2002
[18]http://www.tekla.com/international/products/tekla-structures/pages/default.aspx,2010
[19]马山玉.钢结构深化设计软件Tekla Structure应用综述[J].山西建筑,2010(36):56-57
[20]江方记.基于AutoCAD进行二次开发的技术浅析[C].安徽:电脑知识与技术,2006:134-135
[21] GB50500-2008.建筑工程工程量清单计价规范[S].北京:中国建筑工业出版社,2008
[22]蒋泉.建筑工程中工程量计算方法及发展[J].安徽冶金科技职业学院学报,2009(19):45-47
[23]周海涛编.钢结构施工数据手册[M].太原:山西科学技术出版社,2006
[24]赵海滨,于美艳.三维算量软件现状及发展方向研究[J].建筑经济,2008:90-92
[25]Saunders, C Mark.Seismic Joints in Steel Frame Building Construction [J]. Practice Periodicalon Structural Design and Construction, 2006(11): 71-75
[26] Zaharia Raul,Dubina Dan.Stiffness of joints in bolted connected cold-formed steel trusses[J]. Journal of Constructional Steel Research, 2006(62):240-249
[27]李永红.CAD二次开发方法研究与实现[D].成都:电子科技大学,2004
[28]李大友.计算机在CAD中的应用——AutoCAD应用[M].北京:机械工业出版社,2002
[29]赵卫东,柳先辉,卫刚.CAD软件二次开发平台实现技术[J].北京:计算机辅助设计与图形学学报,2003.(04)
[30]吴春萍,郭亮.结构专业对AutoCAD二次开发的研究[J].工程与建设,2008,(01):17-18
[31]R.Stuart Ferguson.Practical Algorithms for Computer Graphics[M],2002
[32]王永辉等.AutoCAD二次开发方法的研究[J].北京:计算机系统应用,2007(3):94-96
[33]鹿士杰,袁泽虎,王娟.面向对象的技术在CAD二次开发中的应用[J].武汉:湖北工学院学报,2002.(02)
[34]陈卫军,宁佐利,高波.隧道CAD参数化绘图研究与实践[J].公路交通科技,2002:56-58
[35]尹吉淑.工程设计图库的创建构思及应用[J].湖南:湖南水利水电,2003,2:43-44
[36]黄韡.CAD图形数据的提取及建立结构设计专业图库的研究[D].西安:西安建筑科技大学,2008
[37]柳伟.三维模型特征提取与检索[D].上海:上海交通大学,2008
[38]杨铭等.AutoCAD中明细表生成、更新及提取技术研究[J].南昌:南昌大学学报?工科版,2007,29(1):26-28
[39]孙向红.图形文件DWG数据格式及信息传递[J].西安:西安建筑科技大学学报,2001,21(4):372-374
[40]翟国栋,林福严,温连菊.从AutoCAD中提取实体数据的研究[J].河北:河北煤炭,2000(4):27-29
[2]中国钢结构协会.2010中国钢结构产量年鉴[N].北京,2011.1.15
[3]郭兵,纪伟东等.多层民用钢结构房屋设计[M].北京:中国建筑工业出版社,2005
[4]陈绍蕃,顾强.钢结构(第二版)[M].北京:中国建筑工业出版社,2007:1-2
[5]徐伟.现代钢结构工程施工[M].北京:中国建筑工业出版社,2006:2-3
[6]邵珍奇.多层钢框架结构的优化设计分析[D].西安:西安建筑科技大学,2009.
[7]朱峰.钢结构制造与安装[M].北京:北京理工大学出版社,2009:32
[8]陈禄如.中国钢结构的发展和问题[J].北京:钢结构,1996(01):4-6
[9]康占武,赵君.论CAD技术在工程设计中的应用[J] .国土资源高等职业教育研究, 2008.
[10]郑永章.三维CAD系统的概况与发展[J].漳州职业技术学院学报, 2009, (04):7-10
[11]赵必大.钢结构梁柱外伸式端板螺栓连接节点性能研究[D]西安建筑科技大学, 2006
[12]郑成波,曹婷.浅析工程建设标准造价工作[J].岩土工程界,2004(5):12-13
[13]张丽萍.浅谈图形算量软件在工程造价中的应用[J].云南电力技术,2007(35):58
[14]刘月君,胡绍兰,李艳芳.浅谈建筑工程工程量计算软件[J].河北:河北建筑工程学院学报,2008(26):99-101
[15]江丽丽.浅谈工程造价软件及运用[J].科技资讯, 2009 (15):157
[16]徐春媛.工程量计算软件的现状及发展建议[J].山西建筑, 2009(35):367-368
[17] David Luebke et al.Level of Detail for 3D Graphics[M],2002
[18]http://www.tekla.com/international/products/tekla-structures/pages/default.aspx,2010
[19]马山玉.钢结构深化设计软件Tekla Structure应用综述[J].山西建筑,2010(36):56-57
[20]江方记.基于AutoCAD进行二次开发的技术浅析[C].安徽:电脑知识与技术,2006:134-135
[21] GB50500-2008.建筑工程工程量清单计价规范[S].北京:中国建筑工业出版社,2008
[22]蒋泉.建筑工程中工程量计算方法及发展[J].安徽冶金科技职业学院学报,2009(19):45-47
[23]周海涛编.钢结构施工数据手册[M].太原:山西科学技术出版社,2006
[24]赵海滨,于美艳.三维算量软件现状及发展方向研究[J].建筑经济,2008:90-92
[25]Saunders, C Mark.Seismic Joints in Steel Frame Building Construction [J]. Practice Periodicalon Structural Design and Construction, 2006(11): 71-75
[26] Zaharia Raul,Dubina Dan.Stiffness of joints in bolted connected cold-formed steel trusses[J]. Journal of Constructional Steel Research, 2006(62):240-249
[27]李永红.CAD二次开发方法研究与实现[D].成都:电子科技大学,2004
[28]李大友.计算机在CAD中的应用——AutoCAD应用[M].北京:机械工业出版社,2002
[29]赵卫东,柳先辉,卫刚.CAD软件二次开发平台实现技术[J].北京:计算机辅助设计与图形学学报,2003.(04)
[30]吴春萍,郭亮.结构专业对AutoCAD二次开发的研究[J].工程与建设,2008,(01):17-18
[31]R.Stuart Ferguson.Practical Algorithms for Computer Graphics[M],2002
[32]王永辉等.AutoCAD二次开发方法的研究[J].北京:计算机系统应用,2007(3):94-96
[33]鹿士杰,袁泽虎,王娟.面向对象的技术在CAD二次开发中的应用[J].武汉:湖北工学院学报,2002.(02)
[34]陈卫军,宁佐利,高波.隧道CAD参数化绘图研究与实践[J].公路交通科技,2002:56-58
[35]尹吉淑.工程设计图库的创建构思及应用[J].湖南:湖南水利水电,2003,2:43-44
[36]黄韡.CAD图形数据的提取及建立结构设计专业图库的研究[D].西安:西安建筑科技大学,2008
[37]柳伟.三维模型特征提取与检索[D].上海:上海交通大学,2008
[38]杨铭等.AutoCAD中明细表生成、更新及提取技术研究[J].南昌:南昌大学学报?工科版,2007,29(1):26-28
[39]孙向红.图形文件DWG数据格式及信息传递[J].西安:西安建筑科技大学学报,2001,21(4):372-374
[40]翟国栋,林福严,温连菊.从AutoCAD中提取实体数据的研究[J].河北:河北煤炭,2000(4):27-29