Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
UHPC inner flange beam shell column shell CFRP rib-steel reinforced concrete frame and construction method
The invention discloses a UHPC inner flange beam shell column shell CFRP rib-steel reinforced concrete frame and a construction method, relates to the technical field of building structure engineering, and solves the problems that an existing concrete frame structure is poor in anti-seismic property, and a traditional steel bar structure is large in weight, not resistant to corrosion, inconvenient to install and poor in bearing capacity and ductility. The device comprises two frame beams and two frame columns, wherein the two frame columns are connected through the two frame beams; the frame beam comprises a beam shell mold and a beam reinforcing structure, and the beam reinforcing structure is arranged in an inner cavity of the beam shell mold; the frame column comprises a column shell mold and a column reinforcing structure, and the column reinforcing structure is arranged in an inner cavity of the column shell mold; and common concrete is poured in the inner cavities of the beam shell mold and the column shell mold. The advantages of the UHPC shell mold, the CFRP rib material, the grid and the steel reinforced concrete structure are combined, the preparation and installation process of the frame structure is simplified, the overall weight of the structure is reduced, and the bearing capacity, the ductility and the anti-seismic property of the frame structure are improved.
本发明公开了UHPC内凸缘梁壳柱壳CFRP筋‑型钢混凝土框架及施工方法，涉及建筑结构工程技术领域，解决了现有混凝土框架结构抗震性能差，传统钢筋结构重量大、不耐腐蚀、安装不便、承载力与延展性能不好的问题。本发明包括两个框架梁和两个框架柱，两个框架柱之间通过两个框架梁连接；框架梁包括梁壳模和梁加强结构，梁加强结构设置于梁壳模内部空腔中；框架柱包括柱壳模和柱加强结构，柱加强结构设置于柱壳模内部空腔中；梁壳模和柱壳模的内部空腔浇筑有普通混凝土。本发明将UHPC壳模、CFRP筋材与网格、型钢混凝土结构的优势结合，简化了框架结构的制备和安装过程，降低了结构整体重量，提高了框架结构的承载力、延展性能以及抗震性能。
UHPC inner flange beam shell column shell CFRP rib-steel reinforced concrete frame and construction method
The invention discloses a UHPC inner flange beam shell column shell CFRP rib-steel reinforced concrete frame and a construction method, relates to the technical field of building structure engineering, and solves the problems that an existing concrete frame structure is poor in anti-seismic property, and a traditional steel bar structure is large in weight, not resistant to corrosion, inconvenient to install and poor in bearing capacity and ductility. The device comprises two frame beams and two frame columns, wherein the two frame columns are connected through the two frame beams; the frame beam comprises a beam shell mold and a beam reinforcing structure, and the beam reinforcing structure is arranged in an inner cavity of the beam shell mold; the frame column comprises a column shell mold and a column reinforcing structure, and the column reinforcing structure is arranged in an inner cavity of the column shell mold; and common concrete is poured in the inner cavities of the beam shell mold and the column shell mold. The advantages of the UHPC shell mold, the CFRP rib material, the grid and the steel reinforced concrete structure are combined, the preparation and installation process of the frame structure is simplified, the overall weight of the structure is reduced, and the bearing capacity, the ductility and the anti-seismic property of the frame structure are improved.
本发明公开了UHPC内凸缘梁壳柱壳CFRP筋‑型钢混凝土框架及施工方法，涉及建筑结构工程技术领域，解决了现有混凝土框架结构抗震性能差，传统钢筋结构重量大、不耐腐蚀、安装不便、承载力与延展性能不好的问题。本发明包括两个框架梁和两个框架柱，两个框架柱之间通过两个框架梁连接；框架梁包括梁壳模和梁加强结构，梁加强结构设置于梁壳模内部空腔中；框架柱包括柱壳模和柱加强结构，柱加强结构设置于柱壳模内部空腔中；梁壳模和柱壳模的内部空腔浇筑有普通混凝土。本发明将UHPC壳模、CFRP筋材与网格、型钢混凝土结构的优势结合，简化了框架结构的制备和安装过程，降低了结构整体重量，提高了框架结构的承载力、延展性能以及抗震性能。
UHPC inner flange beam shell column shell CFRP rib-steel reinforced concrete frame and construction method
UHPC内凸缘梁壳柱壳CFRP筋-型钢混凝土框架及施工方法
LIU TIE (Autor:in) / WEI YANHONG (Autor:in) / ZHOU WEI (Autor:in) / LI ZHIHAO (Autor:in) / JIN CHAO (Autor:in) / ZHU QINYE (Autor:in) / HONG BIN (Autor:in) / WU YANPING (Autor:in)
10.11.2023
Patent
Elektronische Ressource
Chinesisch
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