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A platform for research: civil engineering, architecture and urbanism
Cast-in-place beam cantilever support structure
The invention discloses a cast-in-place beam overhanging support structure which comprises a wall body, the wall body is fixedly connected with an overhanging beam, I-shaped steel is arranged in the wall body and the overhanging beam, a reinforcing structure is arranged at the end, located on the wall body, of the I-shaped steel, a mounting plate of the reinforcing structure is arranged in the wall body, and the mounting plate is fixedly connected with one end of the I-shaped steel through tin soldering. The extrusion blocks are arranged on the two sides of the mounting plate and tightly connected with the I-shaped steel, the I-shaped steel of the reinforcing structure is arranged in the wall body and the cantilever beam, connection between the wall body and the cantilever beam is reinforced, the extrusion blocks make close contact with the I-shaped steel, and a certain auxiliary effect is achieved in resisting deflection deformation of the cantilever beam. The cantilever beam comprises a first casting part and a second casting part, a connecting structure is arranged at the position, below a construction opening, of I-shaped steel between the first casting part and the second casting part, the I-shaped steel is located between the first casting part and the second casting part and can reinforce the connecting position of the I-shaped steel, and transverse ribs of the connecting structure can resist transverse deformation of the cantilever beam on the cross section.
本发明公开了一种现浇梁悬挑支架结构，包括墙体，墙体固定连接有悬挑梁，墙体与悬挑梁内部设置有工字钢，工字钢位于墙体的一端设置有加固结构，加固结构的安装板设置在墙体内部，安装板与工字钢的一端通过锡焊固定连接，安装板的两侧设置挤压块，挤压块与工字钢紧密连接，加固结构的工字钢设置在墙体与悬挑梁内，加固墙体与悬挑梁之间的连接，挤压块与工字钢紧密接触，在抵御悬挑梁挠度变形起到一定的辅助作用；悬挑梁包括第一浇铸部和第二浇铸部，第一浇铸部和第二浇铸部之间施工口下方的工字钢设置有连接结构，工字钢位于第一浇铸部和第二浇铸部之间能够对其连接处进行加固，连接结构的横向筋能够抵御悬挑梁在横截面上的横向变形。
Cast-in-place beam cantilever support structure
The invention discloses a cast-in-place beam overhanging support structure which comprises a wall body, the wall body is fixedly connected with an overhanging beam, I-shaped steel is arranged in the wall body and the overhanging beam, a reinforcing structure is arranged at the end, located on the wall body, of the I-shaped steel, a mounting plate of the reinforcing structure is arranged in the wall body, and the mounting plate is fixedly connected with one end of the I-shaped steel through tin soldering. The extrusion blocks are arranged on the two sides of the mounting plate and tightly connected with the I-shaped steel, the I-shaped steel of the reinforcing structure is arranged in the wall body and the cantilever beam, connection between the wall body and the cantilever beam is reinforced, the extrusion blocks make close contact with the I-shaped steel, and a certain auxiliary effect is achieved in resisting deflection deformation of the cantilever beam. The cantilever beam comprises a first casting part and a second casting part, a connecting structure is arranged at the position, below a construction opening, of I-shaped steel between the first casting part and the second casting part, the I-shaped steel is located between the first casting part and the second casting part and can reinforce the connecting position of the I-shaped steel, and transverse ribs of the connecting structure can resist transverse deformation of the cantilever beam on the cross section.
本发明公开了一种现浇梁悬挑支架结构，包括墙体，墙体固定连接有悬挑梁，墙体与悬挑梁内部设置有工字钢，工字钢位于墙体的一端设置有加固结构，加固结构的安装板设置在墙体内部，安装板与工字钢的一端通过锡焊固定连接，安装板的两侧设置挤压块，挤压块与工字钢紧密连接，加固结构的工字钢设置在墙体与悬挑梁内，加固墙体与悬挑梁之间的连接，挤压块与工字钢紧密接触，在抵御悬挑梁挠度变形起到一定的辅助作用；悬挑梁包括第一浇铸部和第二浇铸部，第一浇铸部和第二浇铸部之间施工口下方的工字钢设置有连接结构，工字钢位于第一浇铸部和第二浇铸部之间能够对其连接处进行加固，连接结构的横向筋能够抵御悬挑梁在横截面上的横向变形。
Cast-in-place beam cantilever support structure
一种现浇梁悬挑支架结构
LIN FENG (author) / ZHANG YUMING (author) / CHENG TAO (author) / QIAN SHENCHUN (author) / WU QILIANG (author) / WANG SHENGTAO (author) / JING HANLIN (author)
2023-07-04
Patent
Electronic Resource
Chinese
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