Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Digitized associated arrangement method for upper and lower longitudinal bars of beam and beam stirrups
The invention relates to a digital correlation arrangement method for upper and lower beam longitudinal bars and beam stirrups. The method comprises the steps that S1, the number of the upper beam longitudinal bars and the number of the lower beam longitudinal bars and the limb number of the beam stirrups are determined; s2, according to the number of the beam stirrups, the arrangement position serial number of the beam stirrups is determined; s3, according to the arrangement position serial numbers of the beam stirrups, the arrangement position coordinates of the beam stirrups are determined; s4, according to the number of the upper beam longitudinal bars and the number of the lower beam longitudinal bars, the arrangement position coordinates of the upper beam longitudinal bars and the lower beam longitudinal bars are determined; s5, the arrangement position coordinates of the beam stirrups are corrected according to the limb number of the beam stirrups and the arrangement position coordinates of the upper beam longitudinal bars and the lower beam longitudinal bars; and S6, according to the arrangement position coordinates of the beam upper longitudinal bars, the beam lower longitudinal bars and the beam stirrups after S5, outputting a correlation arrangement result of the beam upper longitudinal bars, the beam lower longitudinal bars and the beam stirrups. The correlation arrangement process of the upper and lower longitudinal bars of the beam and the beam stirrups can be converted into computer languages, and the arrangement result is compatible with an existing atlas sample and an arrangement principle.
本发明涉及数字化的梁上下纵筋与梁箍筋关联排布方法，包括：S1，确定梁上纵筋、梁下纵筋的数量和梁箍筋的肢数；S2，根据梁箍筋的数量，确定梁箍筋的排布位置序号；S3，根据梁箍筋的排布位置序号，确定梁箍筋的排布位置坐标；S4，根据梁上纵筋和梁下纵筋的数量，确定梁上纵筋和梁下纵筋的排布位置坐标；S5，根据梁箍筋的肢数、梁上纵筋和梁下纵筋的排布位置坐标，修正梁箍筋的排布位置坐标；S6，根据所述S5之后梁上纵筋、梁下纵筋和梁箍筋的排布位置坐标输出梁上下纵筋与梁箍筋的关联排布结果。本发明的梁上下纵筋与梁箍筋的关联排布过程可以转化为计算机语言，且排布结果兼容现有图集样例和排布原则。
Digitized associated arrangement method for upper and lower longitudinal bars of beam and beam stirrups
The invention relates to a digital correlation arrangement method for upper and lower beam longitudinal bars and beam stirrups. The method comprises the steps that S1, the number of the upper beam longitudinal bars and the number of the lower beam longitudinal bars and the limb number of the beam stirrups are determined; s2, according to the number of the beam stirrups, the arrangement position serial number of the beam stirrups is determined; s3, according to the arrangement position serial numbers of the beam stirrups, the arrangement position coordinates of the beam stirrups are determined; s4, according to the number of the upper beam longitudinal bars and the number of the lower beam longitudinal bars, the arrangement position coordinates of the upper beam longitudinal bars and the lower beam longitudinal bars are determined; s5, the arrangement position coordinates of the beam stirrups are corrected according to the limb number of the beam stirrups and the arrangement position coordinates of the upper beam longitudinal bars and the lower beam longitudinal bars; and S6, according to the arrangement position coordinates of the beam upper longitudinal bars, the beam lower longitudinal bars and the beam stirrups after S5, outputting a correlation arrangement result of the beam upper longitudinal bars, the beam lower longitudinal bars and the beam stirrups. The correlation arrangement process of the upper and lower longitudinal bars of the beam and the beam stirrups can be converted into computer languages, and the arrangement result is compatible with an existing atlas sample and an arrangement principle.
本发明涉及数字化的梁上下纵筋与梁箍筋关联排布方法，包括：S1，确定梁上纵筋、梁下纵筋的数量和梁箍筋的肢数；S2，根据梁箍筋的数量，确定梁箍筋的排布位置序号；S3，根据梁箍筋的排布位置序号，确定梁箍筋的排布位置坐标；S4，根据梁上纵筋和梁下纵筋的数量，确定梁上纵筋和梁下纵筋的排布位置坐标；S5，根据梁箍筋的肢数、梁上纵筋和梁下纵筋的排布位置坐标，修正梁箍筋的排布位置坐标；S6，根据所述S5之后梁上纵筋、梁下纵筋和梁箍筋的排布位置坐标输出梁上下纵筋与梁箍筋的关联排布结果。本发明的梁上下纵筋与梁箍筋的关联排布过程可以转化为计算机语言，且排布结果兼容现有图集样例和排布原则。
Digitized associated arrangement method for upper and lower longitudinal bars of beam and beam stirrups
数字化的梁上下纵筋与梁箍筋关联排布方法
CHEN YONG (Autor:in) / CHEN JIE (Autor:in) / DONG ZHIFENG (Autor:in) / LONG YUHANG (Autor:in) / LYU YANCHAO (Autor:in) / JIN ZHAO (Autor:in) / CHEN PENG (Autor:in) / YU YANKAI (Autor:in) / LONG YOU (Autor:in) / HAO JIA (Autor:in)
28.01.2025
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
/
G06F
ELECTRIC DIGITAL DATA PROCESSING
,
Elektrische digitale Datenverarbeitung
/
G06Q
Datenverarbeitungssysteme oder -verfahren, besonders angepasst an verwaltungstechnische, geschäftliche, finanzielle oder betriebswirtschaftliche Zwecke, sowie an geschäftsbezogene Überwachungs- oder Voraussagezwecke
,
DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES
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