罗克嵩, 张少钦, 罗升, 姚木平, 曾日亮, 陈金子, 聂子奇. 基于ANSYS的铝合金拉片体系墙模改进设计[J]. 南昌航空大学学报(自然科学版), 2019, 33(4): 80-87. DOI: 10.3969/j.issn.1001-4926.2019.04.014
引用本文: 罗克嵩, 张少钦, 罗升, 姚木平, 曾日亮, 陈金子, 聂子奇. 基于ANSYS的铝合金拉片体系墙模改进设计[J]. 南昌航空大学学报(自然科学版), 2019, 33(4): 80-87. DOI: 10.3969/j.issn.1001-4926.2019.04.014
Ke-song LUO, Shao-qin ZHANG, Sheng LUO, Mu-gen YAO, Ri-liang ZENG, Jin-zi CHEN, Zi-qi NIE. Improvement of An Aluminum Alloy Template Based on ANSYS[J]. Journal of nanchang hangkong university(Natural science edition), 2019, 33(4): 80-87. DOI: 10.3969/j.issn.1001-4926.2019.04.014
Citation: Ke-song LUO, Shao-qin ZHANG, Sheng LUO, Mu-gen YAO, Ri-liang ZENG, Jin-zi CHEN, Zi-qi NIE. Improvement of An Aluminum Alloy Template Based on ANSYS[J]. Journal of nanchang hangkong university(Natural science edition), 2019, 33(4): 80-87. DOI: 10.3969/j.issn.1001-4926.2019.04.014

基于ANSYS的铝合金拉片体系墙模改进设计

Improvement of An Aluminum Alloy Template Based on ANSYS

  • 摘要: 铝墙模横肋间面板的理论分析结果与有限元计算结果吻合,说明模拟计算具有可靠性。采用ANSYS对铝合金拉片体系现用和几种改进墙模在施工荷载作用下的受力变形特性进行了三维有限元模拟,计算结果表明:侧向变形、弯曲应力较大值均出现在墙模中下部,调整纵、横肋尺寸和间距,可有效改变施工时墙模的受力变形特性,更好地保证浇筑墙体的平整度。3种改进方案在少量增加用材(不超过10%)的前提下,不同程度上减小了墙模的侧向弯曲应力和变形。改进方案三的最大侧向变形相对现用墙模减少了65.25%,为最佳改进方案。

     

    Abstract: The theoretical analysis results of the aluminum ribbed cross-ribbed formwork are in good agreement with the finite element analysis results. The simulation results have certain reliability. Then the ANSYS finite element software was used to simulate the three-dimensional finite element simulation of the aluminum alloy formwork pull-tab system and several modified wall molds under the load of construction. The calculation results show that the large values of lateral deformation and bending stress appear in the middle and lower part of the wall mold. Adjusting the size and spacing of the longitudinal and transverse ribs can effectively change the force deformation characteristics of the wall mold during construction and better ensure the pouring wall. The three improved schemes reduce the maximum lateral deformation of the wall mold to varying degrees under the premise of a small increase in the material (not more than 10%). The maximum lateral deformation value of the improved scheme 3 is reduced by 65.25% compared with the existing wall mold, which is the best improvement scheme.

     

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