A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Splicing assembly type beam column structure and construction method thereof
The invention relates to the technical field of building beam columns, in particular to a splicing assembly type beam column structure and a construction method thereof.The beam column structure comprises a longitudinal beam and a stand column of an I-shaped steel structure, and connecting angle steel is rotationally arranged at one end of the longitudinal beam and connected with a stand column web in a locked mode; an energy dissipation reset device is arranged on the stand column flange plate and comprises clamping connection profile steel, a coupling piece and a reset spring, the clamping connection profile steel comprises a top plate, a first supporting plate and a second supporting plate, the first supporting plate and the second supporting plate are arranged on the two sides of the top plate, the stand column flange plate is clamped between the first supporting plate and the second supporting plate, and the reset spring is arranged between the side end of the stand column flange plate and the top plate. A locking coupling piece is arranged among the first supporting plate, the second supporting plate and the stand column flange plate in a penetrating mode. The first supporting plate is provided with reset angle steel, and one side of the reset angle steel abuts against the lower portion of the longitudinal beam flange plate on the upper portion of the longitudinal beam. The energy dissipation and reset device integrating the energy dissipation function and the reset function is arranged on the flange plate of the stand column to dissipate earthquake energy borne by the longitudinal beam, and the anti-seismic performance of the beam column structure is improved.
本申请涉及建筑梁柱的技术领域，尤其是涉及一种拼接装配式梁柱结构及其施工方法，其中梁柱结构包括工字钢结构的纵梁和立柱，纵梁一端转动设置有连接角钢，连接角钢与立柱腹板锁接；立柱翼缘板上设有消能复位装置，该装置包括夹接型钢、轴接件和复位弹簧，夹接型钢包括顶板和两侧的第一支板和第二支板，立柱翼缘板夹设于第一支板和第二支板之间，立柱翼缘板侧端与顶板之间设有复位弹簧，第一支板、第二支板和立柱翼缘板之间穿设锁接轴接件，第一支板设有一侧抵接于纵梁上部的纵梁翼缘板下的复位角钢。本申请在立柱翼缘板设置集消能与复位功能于一体的消能复位装置耗散纵梁受到的地震能量，使梁柱结构的抗震性能得到提高。
Splicing assembly type beam column structure and construction method thereof
The invention relates to the technical field of building beam columns, in particular to a splicing assembly type beam column structure and a construction method thereof.The beam column structure comprises a longitudinal beam and a stand column of an I-shaped steel structure, and connecting angle steel is rotationally arranged at one end of the longitudinal beam and connected with a stand column web in a locked mode; an energy dissipation reset device is arranged on the stand column flange plate and comprises clamping connection profile steel, a coupling piece and a reset spring, the clamping connection profile steel comprises a top plate, a first supporting plate and a second supporting plate, the first supporting plate and the second supporting plate are arranged on the two sides of the top plate, the stand column flange plate is clamped between the first supporting plate and the second supporting plate, and the reset spring is arranged between the side end of the stand column flange plate and the top plate. A locking coupling piece is arranged among the first supporting plate, the second supporting plate and the stand column flange plate in a penetrating mode. The first supporting plate is provided with reset angle steel, and one side of the reset angle steel abuts against the lower portion of the longitudinal beam flange plate on the upper portion of the longitudinal beam. The energy dissipation and reset device integrating the energy dissipation function and the reset function is arranged on the flange plate of the stand column to dissipate earthquake energy borne by the longitudinal beam, and the anti-seismic performance of the beam column structure is improved.
本申请涉及建筑梁柱的技术领域，尤其是涉及一种拼接装配式梁柱结构及其施工方法，其中梁柱结构包括工字钢结构的纵梁和立柱，纵梁一端转动设置有连接角钢，连接角钢与立柱腹板锁接；立柱翼缘板上设有消能复位装置，该装置包括夹接型钢、轴接件和复位弹簧，夹接型钢包括顶板和两侧的第一支板和第二支板，立柱翼缘板夹设于第一支板和第二支板之间，立柱翼缘板侧端与顶板之间设有复位弹簧，第一支板、第二支板和立柱翼缘板之间穿设锁接轴接件，第一支板设有一侧抵接于纵梁上部的纵梁翼缘板下的复位角钢。本申请在立柱翼缘板设置集消能与复位功能于一体的消能复位装置耗散纵梁受到的地震能量，使梁柱结构的抗震性能得到提高。
Splicing assembly type beam column structure and construction method thereof
一种拼接装配式梁柱结构及其施工方法
CHEN PINGHUI (author) / CHEN ZHENHENG (author) / YOU MEIQING (author) / LIN JINGYUAN (author) / XU XIAOYAN (author)
2023-06-23
Patent
Electronic Resource
Chinese
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