Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tekla-based stiff frame beam-column joint structure and construction method
The invention relates to a Tekla-based stiff frame beam-column joint construction method. The method comprises the following steps that firstly, a stiff frame beam-column 3D model is established by using Tekla, conflict points of a stiff frame beam-column are discovered through Tekla, and the conflict points are solved by performing layered arrangement and layout of steel bars through optimization; secondly, a stiff frame beam-column section steel column is hoisted, and foundation bolts are installed and fixed after detection and correction; thirdly, hoisting installation of section steel components and steel beams is completed; fourthly, steel beam rib punching is conducted according to parameters arranged in a Tekla model, and beam angle rib punching work is completed; fifthly, steel bar construction is conducted according to the construction sequence of the steel bars arranged in the Tekla model, so that whole stiff frame beam-column joint steel bars are sequentially inserted in a layered manner; and sixthly, after acceptance inspection is qualified, formwork sealing and concrete pouring are conducted. According to the method, the construction process is modeled and optimized through Tekla, the construction sequence is simulated, and the construction feasibility of a stiff frame beam-column joint is guaranteed.
一种基于Tekla的劲性框架梁柱节点施工方法，所述方法步骤为：步骤一、使用Tekla建立劲性框架梁柱3D模型，通过Tekla发现劲性框架梁柱的冲突点，通过优化进行钢筋分层排列布设解决冲突点；步骤二、将劲性框架梁柱型钢柱进行吊装，检测矫正后进行地脚螺栓安装固定；步骤三、完成型钢构件及钢梁吊装安装；步骤四、按照Tekla模型内布设在参数进行钢梁筋穿孔，完成梁角筋穿孔工作；步骤五、根据Tekla模型内布设的钢筋施工顺序进行钢筋施工，使整个劲性框架梁柱节点钢筋分层有序穿插；步骤六、验收合格后进行封模浇筑混凝土；本方法通过Tekla对施工过程进行建模优化，对施工顺序进行模拟，保障劲性框架梁柱节点施工的可行性。
Tekla-based stiff frame beam-column joint structure and construction method
The invention relates to a Tekla-based stiff frame beam-column joint construction method. The method comprises the following steps that firstly, a stiff frame beam-column 3D model is established by using Tekla, conflict points of a stiff frame beam-column are discovered through Tekla, and the conflict points are solved by performing layered arrangement and layout of steel bars through optimization; secondly, a stiff frame beam-column section steel column is hoisted, and foundation bolts are installed and fixed after detection and correction; thirdly, hoisting installation of section steel components and steel beams is completed; fourthly, steel beam rib punching is conducted according to parameters arranged in a Tekla model, and beam angle rib punching work is completed; fifthly, steel bar construction is conducted according to the construction sequence of the steel bars arranged in the Tekla model, so that whole stiff frame beam-column joint steel bars are sequentially inserted in a layered manner; and sixthly, after acceptance inspection is qualified, formwork sealing and concrete pouring are conducted. According to the method, the construction process is modeled and optimized through Tekla, the construction sequence is simulated, and the construction feasibility of a stiff frame beam-column joint is guaranteed.
一种基于Tekla的劲性框架梁柱节点施工方法，所述方法步骤为：步骤一、使用Tekla建立劲性框架梁柱3D模型，通过Tekla发现劲性框架梁柱的冲突点，通过优化进行钢筋分层排列布设解决冲突点；步骤二、将劲性框架梁柱型钢柱进行吊装，检测矫正后进行地脚螺栓安装固定；步骤三、完成型钢构件及钢梁吊装安装；步骤四、按照Tekla模型内布设在参数进行钢梁筋穿孔，完成梁角筋穿孔工作；步骤五、根据Tekla模型内布设的钢筋施工顺序进行钢筋施工，使整个劲性框架梁柱节点钢筋分层有序穿插；步骤六、验收合格后进行封模浇筑混凝土；本方法通过Tekla对施工过程进行建模优化，对施工顺序进行模拟，保障劲性框架梁柱节点施工的可行性。
Tekla-based stiff frame beam-column joint structure and construction method
一种基于Tekla的劲性框架梁柱节点结构及施工方法
FAN GUOYOU (Autor:in) / CHEN CHEN (Autor:in) / WANG BIN (Autor:in) / ZHANG FENG (Autor:in) / RAN ZHIHUI (Autor:in) / YAO NING (Autor:in) / LI YANG (Autor:in) / ZHU SHIYU (Autor:in)
31.08.2021
Patent
Elektronische Ressource
Chinesisch
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