(铁路路基CAD软件系统的设计与实现).ppt
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1、Design&Realization of CAD Software System for Railway Roadbed(铁路路基铁路路基CADCAD软件系统的设计与实现软件系统的设计与实现)200412110020 200412110020Xie Baiyi Xie Baiyi18th Apr.05 18th Apr.05 Outline1.Instruction2.technical contents3.Software applications4.Future Work:the study of Expert system for Roadbed CADRoadbed Roadbed
2、is is an an important important part part of of railway railway infrastructure.infrastructure.It It has has a a function function to to bear bear the the train train s s load load and and resist resist the the damage damage from from environment environment and and other other sources.sources.Roadbe
3、d Roadbed design design includes includes three three main main parts,parts,i.e.i.e.the the design design of of slope slope reinforcement reinforcement and and protection,protection,the the design design of of soft soft clay clay ground ground treatment,treatment,and and the the design design of of
4、drain drain system.system.The The roadbed roadbed design design has has a a close close relationship relationship with with the the conditions conditions of of terrain terrain and and geology.geology.For For the the conditions conditions of of terrain terrain and and geological geological are are va
5、rious various and and changeable,changeable,the the design design for for roadbed roadbed is is various various and and difficult.difficult.This This paper paper introduces introduces a a model model to to simulate simulate the the design design of of roadbed roadbed and and discusses discusses how
6、how to to realize realize it it by by using using Object Object Oriented Programming technology and ObjectARX.Oriented Programming technology and ObjectARX.1.1.InstructionInstruction2.technical contents2.technical contents2.1 2.1 Roadbed design model Roadbed design model2.2 2.2 Input data treatment
7、Input data treatment2.3 2.3 CAD treatment CAD treatment2.4 2.4 Quantity calculation Quantity calculation2.technical contents 2.technical contents2.1 2.1 Roadbed design model Roadbed design modelTo build an overall roadbed CAD model,there are two key To build an overall roadbed CAD model,there are tw
8、o key considerations.considerations.The first is the problem reduction principle,i.e.for roadbed The first is the problem reduction principle,i.e.for roadbed design is very difficult in a whole,so I separate it into some design is very difficult in a whole,so I separate it into some components.Each
9、component can be computerized and components.Each component can be computerized and must be relatively functional independent.So we can use must be relatively functional independent.So we can use Object Oriented Programming technology to formalize them.Object Oriented Programming technology to forma
10、lize them.And we build a big class of roadbed with aggregating the all And we build a big class of roadbed with aggregating the all component classes.It contains all component classes as its component classes.It contains all component classes as its component base component base.The function of the
11、aggregating class of.The function of the aggregating class of roadbed is to form different performance,i.e.different roadbed is to form different performance,i.e.different roadbed design scheme,by choosing one or more different roadbed design scheme,by choosing one or more different component classe
12、s from component ponent classes from component base.2.technical contents 2.technical contents2.1 2.1 Roadbed design model Roadbed design modelThe second is multiple level parameterized controls.The The second is multiple level parameterized controls.The railroad is a strip structure.And it railroad
13、is a strip structure.And it s changeable in roadbed s changeable in roadbed design conditions.design conditions.The roadbed design has some common features,so we can The roadbed design has some common features,so we can abstract some overall parameters from it.abstract some overall parameters from i
14、t.2.technical contents 2.technical contents2.1 2.1 Roadbed design model Roadbed design modelSecondly the components keep relatively stability in a scope.Secondly the components keep relatively stability in a scope.Moreover,we introduce some control parameters in Moreover,we introduce some control pa
15、rameters in components according to unification principle,so they can components according to unification principle,so they can have same parameterized control but perform differently have same parameterized control but perform differently according to different roadbed design conditions.according t
16、o different roadbed design conditions.We make every component have a property of subsections and We make every component have a property of subsections and every subsection has subsection parameters.every subsection has subsection parameters.So it forms the second level of parameterized control.So i
17、t forms the second level of parameterized control.2.technical contents 2.technical contents2.1 2.1 Roadbed design model Roadbed design modelFinally,in every subsection of a component,there still exist Finally,in every subsection of a component,there still exist some special features that cannot be c
18、ompletely expressed some special features that cannot be completely expressed by subsection parameterized control,especially in a situation by subsection parameterized control,especially in a situation that some users are unwilling to have the component to that some users are unwilling to have the c
19、omponent to divide into more subsections.So we take the cross-section divide into more subsections.So we take the cross-section parameterized control into model.The cross-sections are parameterized control into model.The cross-sections are contained by the component subsection.They can have containe
20、d by the component subsection.They can have same or different parameters with subsection they belong to same or different parameters with subsection they belong to according to real design condition.according to real design condition.2.technical contents 2.technical contents2.1 2.1 Roadbed design mo
21、del Roadbed design modelThe software system structure can be expressed as following The software system structure can be expressed as following diagram.diagram.OutputInput data treatmentCAD treatmentSoft clay ground treatmentDrain systemQuantity calculationSlope reinforcement and protection2.technic
22、al contents 2.technical contents2.2 2.2 Input data treatment Input data treatmentThey are the roadbed design They are the roadbed design s input part.The key s input part.The key consideration is how they will be obtained more efficiently consideration is how they will be obtained more efficiently a
23、nd what way they will be stored.and what way they will be stored.2.technical contents 2.technical contents2.2 2.2 Input data treatment Input data treatmentAmong these,how to get the geological data efficiently and Among these,how to get the geological data efficiently and precisely is a key problem.
24、So we build an precisely is a key problem.So we build an engineering engineering geological automatic stratum connecting model geological automatic stratum connecting model,which,which contains a simple intelligence reasoning to form an contains a simple intelligence reasoning to form an automatic s
25、tratum connecting,to give facilities for getting automatic stratum connecting,to give facilities for getting the roadbed the roadbed s geological data automatically.s geological data automatically.2.technical contents 2.technical contents2.3 2.3 CAD treatment CAD treatmentthe design of slope reinfor
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