Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
T-shaped beam dismantling method
The invention relates to a T-shaped beam dismantling method. Fixing pieces are installed on the two sides of a damaged T-shaped beam; a bridge body between the damaged T-shaped beam and other T-shaped beams is cut, and the damaged T-shaped beam is kept stable; a stabilizing piece is installed on the side face, facing the bridge body, of the damaged T-shaped beam, the length direction of the stabilizing piece is consistent with that of the damaged T-shaped beam, and the length of the stabilizing piece is larger than or equal to that of the damaged T-shaped beam; a connecting piece is arranged on the damaged T-shaped beam, the two ends of the connecting piece are connected to the two opposite side faces of the stabilizing piece respectively, and the connecting piece abuts against the side face, opposite to the stabilizing piece, of the damaged T-shaped beam; and the damaged T-shaped beam is hoisted, and dismantling is completed. The structure stability of the damaged T-shaped beam is guaranteed, stress between the stabilizing piece and the damaged T-shaped beam can be stable and uniform in the hoisting process, lateral instability or further damage in the hoisting process is avoided, and the stability and safety of the T-shaped beam dismantling method are improved.
本发明涉及一种T型梁拆除方法，在破损T型梁的两侧安装固定件；切割破损T型梁和其他T型梁之间的桥体，并使破损T型梁保持稳定；安装稳固件在破损T型梁朝向桥体的侧面上，其中稳固件的长度方向和破损T型梁的长度方向一致，稳固件的长度大于或等于破损T型梁的长度；设置连接件在破损T型梁上，其中连接件的两端分别连接在稳固件相背对的两侧面上，连接件抵触在破损T型梁背向稳固件的侧面上；吊运破损T型梁，完成拆除。保证破损T型梁的结构稳定性，在吊装过程中也能够使稳固件和破损T型梁之间受力稳定均匀，避免吊装过程发生侧向失稳或者进一步破损，提高了T型梁拆除方法的稳定性和安全性。
T-shaped beam dismantling method
The invention relates to a T-shaped beam dismantling method. Fixing pieces are installed on the two sides of a damaged T-shaped beam; a bridge body between the damaged T-shaped beam and other T-shaped beams is cut, and the damaged T-shaped beam is kept stable; a stabilizing piece is installed on the side face, facing the bridge body, of the damaged T-shaped beam, the length direction of the stabilizing piece is consistent with that of the damaged T-shaped beam, and the length of the stabilizing piece is larger than or equal to that of the damaged T-shaped beam; a connecting piece is arranged on the damaged T-shaped beam, the two ends of the connecting piece are connected to the two opposite side faces of the stabilizing piece respectively, and the connecting piece abuts against the side face, opposite to the stabilizing piece, of the damaged T-shaped beam; and the damaged T-shaped beam is hoisted, and dismantling is completed. The structure stability of the damaged T-shaped beam is guaranteed, stress between the stabilizing piece and the damaged T-shaped beam can be stable and uniform in the hoisting process, lateral instability or further damage in the hoisting process is avoided, and the stability and safety of the T-shaped beam dismantling method are improved.
本发明涉及一种T型梁拆除方法，在破损T型梁的两侧安装固定件；切割破损T型梁和其他T型梁之间的桥体，并使破损T型梁保持稳定；安装稳固件在破损T型梁朝向桥体的侧面上，其中稳固件的长度方向和破损T型梁的长度方向一致，稳固件的长度大于或等于破损T型梁的长度；设置连接件在破损T型梁上，其中连接件的两端分别连接在稳固件相背对的两侧面上，连接件抵触在破损T型梁背向稳固件的侧面上；吊运破损T型梁，完成拆除。保证破损T型梁的结构稳定性，在吊装过程中也能够使稳固件和破损T型梁之间受力稳定均匀，避免吊装过程发生侧向失稳或者进一步破损，提高了T型梁拆除方法的稳定性和安全性。
T-shaped beam dismantling method
T型梁拆除方法
XU DEZHI (Autor:in) / DU LEI (Autor:in) / CAO QING (Autor:in) / SHAO JIANAN (Autor:in) / WU JIANZHONG (Autor:in) / TAN JULIANG (Autor:in) / LIU HAILONG (Autor:in) / GUAN KUAI (Autor:in) / ZHANG JIE (Autor:in) / HUANG QINTAO (Autor:in)
11.02.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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