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Method for quickly dismantling upper structure of cable-stayed bridge
The invention relates to the technical field of bridge dismantling construction, and particularly relates to a method for quickly dismantling an upper structure of a cable-stayed bridge. The method comprises the following steps of (A) dividing a beam section; (B) determining a size and a buried depth of a steel pipe pile (1); (C) drilling a hole in a proper position of a beam body; (D) sinking thesteel pipe pile to a specified depth; (E) releasing a stay cable and removing the beam section; and (F) hoisting the beam section to a specified position. In the invention, a construction sequence ofdismantling the upper structure of the cable-stayed bridge is optimized; and through temporary supporting of the steel pipe pile (1), a situation that the beam body is likely to laterally overturn inthe dismantling process of the upper structure of the cable-stayed bridge is avoided, the stability of the beam body in the dismantling process is guaranteed, the safety of the construction process is ensured, a construction period is shortened, construction efficiency is improved, construction cost is reduced, and the method can be popularized in actual engineering.
本发明涉及桥梁拆除施工技术领域,具体涉及一种快速拆除斜拉桥上部结构的方法,包括以下步骤:(A)划分梁段;(B)确定钢管桩(1)尺寸及入土深度;(C)梁体适当位置钻孔;(D)钢管桩下沉至指定深度;(E)释放斜拉索并拆除梁段;(F)吊运梁段至指定处。本发明中,优化了斜拉桥上部结构拆除的施工顺序,通过钢管桩(1)临时支撑,避免了斜拉桥上部结构拆除过程中可能出现梁体侧向倾覆的情况,保证了拆除过程中梁体的稳定性,确保了施工过程的安全,缩短了施工工期,提高了施工效率,降低了施工成本,可以在实际工程中推广。
Method for quickly dismantling upper structure of cable-stayed bridge
The invention relates to the technical field of bridge dismantling construction, and particularly relates to a method for quickly dismantling an upper structure of a cable-stayed bridge. The method comprises the following steps of (A) dividing a beam section; (B) determining a size and a buried depth of a steel pipe pile (1); (C) drilling a hole in a proper position of a beam body; (D) sinking thesteel pipe pile to a specified depth; (E) releasing a stay cable and removing the beam section; and (F) hoisting the beam section to a specified position. In the invention, a construction sequence ofdismantling the upper structure of the cable-stayed bridge is optimized; and through temporary supporting of the steel pipe pile (1), a situation that the beam body is likely to laterally overturn inthe dismantling process of the upper structure of the cable-stayed bridge is avoided, the stability of the beam body in the dismantling process is guaranteed, the safety of the construction process is ensured, a construction period is shortened, construction efficiency is improved, construction cost is reduced, and the method can be popularized in actual engineering.
本发明涉及桥梁拆除施工技术领域,具体涉及一种快速拆除斜拉桥上部结构的方法,包括以下步骤:(A)划分梁段;(B)确定钢管桩(1)尺寸及入土深度;(C)梁体适当位置钻孔;(D)钢管桩下沉至指定深度;(E)释放斜拉索并拆除梁段;(F)吊运梁段至指定处。本发明中,优化了斜拉桥上部结构拆除的施工顺序,通过钢管桩(1)临时支撑,避免了斜拉桥上部结构拆除过程中可能出现梁体侧向倾覆的情况,保证了拆除过程中梁体的稳定性,确保了施工过程的安全,缩短了施工工期,提高了施工效率,降低了施工成本,可以在实际工程中推广。
Method for quickly dismantling upper structure of cable-stayed bridge
一种快速拆除斜拉桥上部结构的方法
DUAN MAOJUN (Autor:in) / LI ZHUANGZHUANG (Autor:in) / SONG CAN (Autor:in) / WEI YANG (Autor:in) / CHEN YIWEI (Autor:in)
30.10.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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