Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shear wall structure developed on upper cover of subway depot and position adjusting method thereof
The invention relates to the technical field of rail transit depot upper cover development, and discloses a method for adjusting the position of a shear wall for subway depot upper cover development. The method comprises the following steps of S1, setting a transition layer; S2, arranging an inclined second shear wall; S3, establishing a structural overall calculation and analysis model; S4, performing structural calculation and analysis under the action of frequent earthquakes and wind loads; S5, performing structural calculation and analysis under the action of fortified earthquakes; S6, carrying out structural elastic-plastic calculation analysis under the action of rare occurrence earthquakes; and S7, finishing the structure design in the secondary development stage. The method has the beneficial effects that the position of the upper shear wall in the second-stage development stage can be adjusted, so that the requirement for building plane layout adjustment is met, the problem that second-stage development is difficult to implement is solved, the structural cost is low, and the matching degree with residence functions is high.
本发明涉及轨道交通车辆段上盖开发技术领域，公开了一种地铁车辆段上盖开发的剪力墙位置调整的方法，它包括以下步骤：S1：设置过渡层；S2：设置倾斜的第二剪力墙；S3：建立结构整体计算分析模型；S4：进行多遇地震和风荷载作用下结构计算分析；S5：进行设防地震作用下结构计算分析；S6：进行罕遇地震作用下结构弹塑性计算分析；S7：二级开发阶段结构设计结束。本发明的有益效果是：能够实现二级开发阶段上部剪力墙位置调整，从而满足建筑平面布局调整的需要，解决了二级开发难以实施的难题，且结构成本较低、和住宅功能匹配度较高。
Shear wall structure developed on upper cover of subway depot and position adjusting method thereof
The invention relates to the technical field of rail transit depot upper cover development, and discloses a method for adjusting the position of a shear wall for subway depot upper cover development. The method comprises the following steps of S1, setting a transition layer; S2, arranging an inclined second shear wall; S3, establishing a structural overall calculation and analysis model; S4, performing structural calculation and analysis under the action of frequent earthquakes and wind loads; S5, performing structural calculation and analysis under the action of fortified earthquakes; S6, carrying out structural elastic-plastic calculation analysis under the action of rare occurrence earthquakes; and S7, finishing the structure design in the secondary development stage. The method has the beneficial effects that the position of the upper shear wall in the second-stage development stage can be adjusted, so that the requirement for building plane layout adjustment is met, the problem that second-stage development is difficult to implement is solved, the structural cost is low, and the matching degree with residence functions is high.
本发明涉及轨道交通车辆段上盖开发技术领域，公开了一种地铁车辆段上盖开发的剪力墙位置调整的方法，它包括以下步骤：S1：设置过渡层；S2：设置倾斜的第二剪力墙；S3：建立结构整体计算分析模型；S4：进行多遇地震和风荷载作用下结构计算分析；S5：进行设防地震作用下结构计算分析；S6：进行罕遇地震作用下结构弹塑性计算分析；S7：二级开发阶段结构设计结束。本发明的有益效果是：能够实现二级开发阶段上部剪力墙位置调整，从而满足建筑平面布局调整的需要，解决了二级开发难以实施的难题，且结构成本较低、和住宅功能匹配度较高。
Shear wall structure developed on upper cover of subway depot and position adjusting method thereof
一种地铁车辆段上盖开发的剪力墙结构及其位置调整方法
LIN FENG (Autor:in) / XU QI (Autor:in) / ZENG SHAOQING (Autor:in) / ZHAO YANGYANG (Autor:in) / XIAO ZHONGLING (Autor:in)
06.04.2021
Patent
Elektronische Ressource
Chinesisch
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