Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a self-resetting filler wall structure. The structure comprises a foundation, a filler wall, a plurality of frame beams and a plurality of frame columns, wherein the frame beams and the frame columns are used for defining a main body frame; the main body frame is positioned and connected above the foundation; the filler wall is positioned in the main body frame; Prestressed riggings used for achieving positioning connection and prestressed corrugated pipes arranged on the peripheries of the prestressed riggings in a sleeving mode are arranged in the frame beams and the frame columns in the axial direction in a penetrating mode; and the foundation, the frame beams and the frame columns are all provided with first embedded parts used for positioning and restraining the filler wall. According to the self-resetting filler wall structure, flexible connection of the filler wall relative to the foundation is achieved, the prestressed corrugated pipes are used for preventing the prestressed riggings from making direct contact with the frame beams or the frame columns and being extruded when the prestressed rigging is stressed and deformed, and the structural performance of the frame beams and the frame columns and the filler wall do not influence each other; and relative displacement of the filler wall is restrained through the first embedded parts, and the stress condition of the filler wall in the whole self-resetting filler wall structure is improved.
本发明公开了一种自复位填充墙结构,包括基础、填充墙、若干用以围设成主体框架的框架梁和框架柱;主体框架定位连接于基础的上方;填充墙定位于主体框架的内部;框架梁和框架柱内均沿轴向贯穿设有用以实现定位连接的预应力索具和套设于预应力索具外周的预应力波纹管;基础、框架梁和框架柱均设有用以定位约束填充墙的第一预埋件。该自复位填充墙结构实现了填充墙相对于基础的柔性连接,通过预应力波纹管避免预应力索具受力变形时与框架梁或框架柱直接接触并挤压,框架梁和框架柱的结构性能不与填充墙相互影响;通过第一预埋件约束填充墙的相对位移,改善填充墙在整个自复位填充墙结构中的受力情况。
The invention discloses a self-resetting filler wall structure. The structure comprises a foundation, a filler wall, a plurality of frame beams and a plurality of frame columns, wherein the frame beams and the frame columns are used for defining a main body frame; the main body frame is positioned and connected above the foundation; the filler wall is positioned in the main body frame; Prestressed riggings used for achieving positioning connection and prestressed corrugated pipes arranged on the peripheries of the prestressed riggings in a sleeving mode are arranged in the frame beams and the frame columns in the axial direction in a penetrating mode; and the foundation, the frame beams and the frame columns are all provided with first embedded parts used for positioning and restraining the filler wall. According to the self-resetting filler wall structure, flexible connection of the filler wall relative to the foundation is achieved, the prestressed corrugated pipes are used for preventing the prestressed riggings from making direct contact with the frame beams or the frame columns and being extruded when the prestressed rigging is stressed and deformed, and the structural performance of the frame beams and the frame columns and the filler wall do not influence each other; and relative displacement of the filler wall is restrained through the first embedded parts, and the stress condition of the filler wall in the whole self-resetting filler wall structure is improved.
本发明公开了一种自复位填充墙结构,包括基础、填充墙、若干用以围设成主体框架的框架梁和框架柱;主体框架定位连接于基础的上方;填充墙定位于主体框架的内部;框架梁和框架柱内均沿轴向贯穿设有用以实现定位连接的预应力索具和套设于预应力索具外周的预应力波纹管;基础、框架梁和框架柱均设有用以定位约束填充墙的第一预埋件。该自复位填充墙结构实现了填充墙相对于基础的柔性连接,通过预应力波纹管避免预应力索具受力变形时与框架梁或框架柱直接接触并挤压,框架梁和框架柱的结构性能不与填充墙相互影响;通过第一预埋件约束填充墙的相对位移,改善填充墙在整个自复位填充墙结构中的受力情况。
Self-resetting filler wall structure
一种自复位填充墙结构
30.04.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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