A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Semi-surrounded eccentric core tube and construction method thereof
The invention relates to the technical field of supporting components made of two or more materials, and discloses a semi-surrounded eccentric core tube and a construction method thereof.By moving the core tube originally located in the center of a building to the side, away from a landscape, of the building, the core tube does not shield the viewing view in the building any more after being moved, and the core tube is not prone to falling off; meanwhile, in order to overcome the influence of core tube position movement on the bearing capacity in the vertical direction, a skew grid steel tube is clamped between the two eccentric core tubes, the skew grid steel tube and the two eccentric core tubes share the side wall, the skew grid steel tube is used for expanding the stress position used for bearing a floor slab, and the situation that a floor beam yields due to the too large span is avoided. The structure of the eccentric core tube fully surrounded by the shear wall is changed into the structure surrounded by the columns, so that the interior of the core tube also has an enough viewing field; meanwhile, the two core cylinders and the oblique crossing grid steel cylinder are rigidly connected into a whole, and therefore the problem that the rigidity of a single eccentric core cylinder or a single oblique crossing grid steel cylinder is insufficient is solved.
本发明涉及用两种或更多种材料制成的支承构件技术领域，公开了一种半包围偏心核心筒及其施工方法，通过将本来位于建筑中心的核心筒挪到建筑背离景观的一侧，挪动后核心筒便不再遮挡建筑内的观景视野，同时为了克服核心筒位置挪动对竖直方向上承载力的影响，通过在两个偏心核心筒之间夹一个斜交网格钢筒并与之共用侧壁，利用斜交网格钢筒拓展用于承载楼板的受力位置，避免楼面梁因跨度过大而屈服。通过将偏心核心筒由剪力墙全包围的结构改成由一根根柱子围起来的结构，从而使得核心筒内部也有足够的观景视野；同时，通过使两个核心筒以及斜交网格钢筒刚性连接为一个整体，从而克服了单个偏心核心筒或单个斜交网格钢筒刚度不足的问题。
Semi-surrounded eccentric core tube and construction method thereof
The invention relates to the technical field of supporting components made of two or more materials, and discloses a semi-surrounded eccentric core tube and a construction method thereof.By moving the core tube originally located in the center of a building to the side, away from a landscape, of the building, the core tube does not shield the viewing view in the building any more after being moved, and the core tube is not prone to falling off; meanwhile, in order to overcome the influence of core tube position movement on the bearing capacity in the vertical direction, a skew grid steel tube is clamped between the two eccentric core tubes, the skew grid steel tube and the two eccentric core tubes share the side wall, the skew grid steel tube is used for expanding the stress position used for bearing a floor slab, and the situation that a floor beam yields due to the too large span is avoided. The structure of the eccentric core tube fully surrounded by the shear wall is changed into the structure surrounded by the columns, so that the interior of the core tube also has an enough viewing field; meanwhile, the two core cylinders and the oblique crossing grid steel cylinder are rigidly connected into a whole, and therefore the problem that the rigidity of a single eccentric core cylinder or a single oblique crossing grid steel cylinder is insufficient is solved.
本发明涉及用两种或更多种材料制成的支承构件技术领域，公开了一种半包围偏心核心筒及其施工方法，通过将本来位于建筑中心的核心筒挪到建筑背离景观的一侧，挪动后核心筒便不再遮挡建筑内的观景视野，同时为了克服核心筒位置挪动对竖直方向上承载力的影响，通过在两个偏心核心筒之间夹一个斜交网格钢筒并与之共用侧壁，利用斜交网格钢筒拓展用于承载楼板的受力位置，避免楼面梁因跨度过大而屈服。通过将偏心核心筒由剪力墙全包围的结构改成由一根根柱子围起来的结构，从而使得核心筒内部也有足够的观景视野；同时，通过使两个核心筒以及斜交网格钢筒刚性连接为一个整体，从而克服了单个偏心核心筒或单个斜交网格钢筒刚度不足的问题。
Semi-surrounded eccentric core tube and construction method thereof
一种半包围偏心核心筒及其施工方法
YUAN XIAOTIAN (author) / YANG SIZHONG (author) / LIU LIPING (author) / TANG GUOAN (author) / LI JIAN (author) / ZHANG XU (author) / SONG HAIFENG (author) / CEN LILI (author) / WANG JISHENG (author) / FENG ZHENBAO (author)
2023-01-31
Patent
Electronic Resource
Chinese