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Fabricated bridge double-column pier with triple energy dissipation system
The invention provides a fabricated bridge double-column pier with a triple energy dissipation system. The double-column pier comprises a bearing platform, the left side and the right side of the upper portion of the bearing platform are each provided with a concrete-filled steel tube pier, and extrusion dampers are arranged between the concrete-filled steel tube piers and the bearing platform; aconcrete-filled steel tube bent cap is installed between the concrete-filled steel tube piers on the two sides, steel shear-resistant lug plates are arranged at the left end and the right end of the concrete-filled steel tube bent cap respectively, one end of each steel shear-resistant lug plate is welded to the middle of the concrete-filled steel tube bent cap, and the other end of each steel shear-resistant lug plate is fixedly connected with the corresponding concrete-filled steel tube pier through bolts; cymbal-shaped disc reeds are arranged above the steel shear-resistant lug plates, andare positioned between the concrete-filled steel tube piers and the concrete-filled steel tube bent cap; a buckling-restrained plate assembly is arranged below each steel shear-resisting lug plate, one end of the buckling-restrained plate assembly is fixedly connected with the corresponding concrete-filled steel tube pier through bolts, and the other end of the buckling-restrained plate assembly is fixedly connected with the concrete-filled steel tube bent cap through bolts. By arranging a triple energy consumption system, design and construction are facilitated, and damage caused by strong earthquakes is avoided.
本发明提供了一种含三重耗能体系的装配式桥梁双柱墩,包括承台,承台的上部左右两侧各安装有一钢管混凝土桥墩,钢管混凝土桥墩与承台之间设有挤压阻尼器;两侧的钢管混凝土桥墩之间安装有钢管混凝土盖梁,钢管混凝土盖梁的左右两端分别设有钢制抗剪耳板,钢制抗剪耳板的一端与钢管混凝土盖梁的中部焊接,其另一端通过螺栓与钢管混凝土桥墩固连;钢制抗剪耳板的上方设有钹形碟簧片,钹形碟簧片位于钢管混凝土桥墩和钢管混凝土盖梁之间;钢制抗剪耳板的下方设有防屈曲板组件,防屈曲板组件的一端通过螺栓与钢管混凝土桥墩固连,其另一端通过螺栓与钢管混凝土盖梁固连;通过设置三重耗能体系,方便了设计及施工,避免了强震下发生的损伤破坏。
Fabricated bridge double-column pier with triple energy dissipation system
The invention provides a fabricated bridge double-column pier with a triple energy dissipation system. The double-column pier comprises a bearing platform, the left side and the right side of the upper portion of the bearing platform are each provided with a concrete-filled steel tube pier, and extrusion dampers are arranged between the concrete-filled steel tube piers and the bearing platform; aconcrete-filled steel tube bent cap is installed between the concrete-filled steel tube piers on the two sides, steel shear-resistant lug plates are arranged at the left end and the right end of the concrete-filled steel tube bent cap respectively, one end of each steel shear-resistant lug plate is welded to the middle of the concrete-filled steel tube bent cap, and the other end of each steel shear-resistant lug plate is fixedly connected with the corresponding concrete-filled steel tube pier through bolts; cymbal-shaped disc reeds are arranged above the steel shear-resistant lug plates, andare positioned between the concrete-filled steel tube piers and the concrete-filled steel tube bent cap; a buckling-restrained plate assembly is arranged below each steel shear-resisting lug plate, one end of the buckling-restrained plate assembly is fixedly connected with the corresponding concrete-filled steel tube pier through bolts, and the other end of the buckling-restrained plate assembly is fixedly connected with the concrete-filled steel tube bent cap through bolts. By arranging a triple energy consumption system, design and construction are facilitated, and damage caused by strong earthquakes is avoided.
本发明提供了一种含三重耗能体系的装配式桥梁双柱墩,包括承台,承台的上部左右两侧各安装有一钢管混凝土桥墩,钢管混凝土桥墩与承台之间设有挤压阻尼器;两侧的钢管混凝土桥墩之间安装有钢管混凝土盖梁,钢管混凝土盖梁的左右两端分别设有钢制抗剪耳板,钢制抗剪耳板的一端与钢管混凝土盖梁的中部焊接,其另一端通过螺栓与钢管混凝土桥墩固连;钢制抗剪耳板的上方设有钹形碟簧片,钹形碟簧片位于钢管混凝土桥墩和钢管混凝土盖梁之间;钢制抗剪耳板的下方设有防屈曲板组件,防屈曲板组件的一端通过螺栓与钢管混凝土桥墩固连,其另一端通过螺栓与钢管混凝土盖梁固连;通过设置三重耗能体系,方便了设计及施工,避免了强震下发生的损伤破坏。
Fabricated bridge double-column pier with triple energy dissipation system
一种含三重耗能体系的装配式桥梁双柱墩
SUN ZHIGUO (Autor:in) / WANG YANXIN (Autor:in) / ZHANG ZHENWEI (Autor:in) / ZHANG HANYI (Autor:in) / LIU YULI (Autor:in)
16.03.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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