A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REPLACEABLE HIGH ENERGY DISSIPATIVE PREFABRICATED PRESTRESSED SHEAR WALL WITH BUILT-IN STEEL BRACES
To provide a replaceable high energy dissipative prefabricated prestressed shear wall with built-in steel braces.SOLUTION: The high energy dissipative prefabricated prestressed shear wall includes a shear wall body 2, a prestressed tension material 10, a prefabricated wall column 1, an energy dissipative device 3, an upper restraint beam 5 and a lower restraint beam 6. The upper restraint beam 5 is provided on the upper portion of the shear wall main body, and the lower restraint beam 6 is provided on the bottom portion of the shear wall main body. The number of prestressed tension members 10 is one or more, and they are inserted between the upper restraint beam 5, the shear wall main body 2, and the lower restraint beam 6, respectively. The prefabricated wall columns 1 are provided on one side or both sides of the shear wall main body 2, and the prefabricated wall column 1 and the shear wall main body 2 are connected via the energy dissipative device 3.SELECTED DRAWING: Figure 1
【課題】鋼製筋違内蔵型の交換可能な高エネルギー散逸プレハブ式プレストレスト耐震壁を提供する。【解決手段】高エネルギー散逸プレハブ式プレストレスト耐震壁は、耐震壁本体２、プレストレスト緊張材１０、プレハブ壁柱１、エネルギー散逸装置３、上拘束梁５及び下拘束梁６を備え、耐震壁本体の上部には上拘束梁５が設けられ、耐震壁本体の底部には下拘束梁６が設けられ、プレストレスト緊張材１０は１本以上であり、それぞれ上拘束梁５、耐震壁本体２及び下拘束梁６の間に挿通され、耐震壁本体２の一側又は両側にプレハブ壁柱１が設けられ、プレハブ壁柱１と耐震壁本体２はエネルギー散逸装置３を介して接続される。【選択図】図１
REPLACEABLE HIGH ENERGY DISSIPATIVE PREFABRICATED PRESTRESSED SHEAR WALL WITH BUILT-IN STEEL BRACES
To provide a replaceable high energy dissipative prefabricated prestressed shear wall with built-in steel braces.SOLUTION: The high energy dissipative prefabricated prestressed shear wall includes a shear wall body 2, a prestressed tension material 10, a prefabricated wall column 1, an energy dissipative device 3, an upper restraint beam 5 and a lower restraint beam 6. The upper restraint beam 5 is provided on the upper portion of the shear wall main body, and the lower restraint beam 6 is provided on the bottom portion of the shear wall main body. The number of prestressed tension members 10 is one or more, and they are inserted between the upper restraint beam 5, the shear wall main body 2, and the lower restraint beam 6, respectively. The prefabricated wall columns 1 are provided on one side or both sides of the shear wall main body 2, and the prefabricated wall column 1 and the shear wall main body 2 are connected via the energy dissipative device 3.SELECTED DRAWING: Figure 1
【課題】鋼製筋違内蔵型の交換可能な高エネルギー散逸プレハブ式プレストレスト耐震壁を提供する。【解決手段】高エネルギー散逸プレハブ式プレストレスト耐震壁は、耐震壁本体２、プレストレスト緊張材１０、プレハブ壁柱１、エネルギー散逸装置３、上拘束梁５及び下拘束梁６を備え、耐震壁本体の上部には上拘束梁５が設けられ、耐震壁本体の底部には下拘束梁６が設けられ、プレストレスト緊張材１０は１本以上であり、それぞれ上拘束梁５、耐震壁本体２及び下拘束梁６の間に挿通され、耐震壁本体２の一側又は両側にプレハブ壁柱１が設けられ、プレハブ壁柱１と耐震壁本体２はエネルギー散逸装置３を介して接続される。【選択図】図１
REPLACEABLE HIGH ENERGY DISSIPATIVE PREFABRICATED PRESTRESSED SHEAR WALL WITH BUILT-IN STEEL BRACES
鋼製筋違内蔵型の交換可能な高エネルギー散逸プレハブ式プレストレスト耐震壁
TAN PING (author) / MI PENG (author) / ZHANG YAFEI (author) / CHEN YANGYANG (author) / LONG YAOQIU (author)
2021-03-01
Patent
Electronic Resource
Japanese
Combined steel plate concrete shear wall with built-in prestressed steel bars
| European Patent Office | 2020