Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of square anti-slide pile reinforcement cage
The invention belongs to the technical field of slide-resistant pile construction, and relates to a construction method of a square slide-resistant pile reinforcement cage. The method comprises the steps that a rack is erected on a pile well; at least two hanging bars are hung on each penetrating bar at intervals, the two penetrating bars are erected on the two sides of a hoisting frame, the hoisting frame is hoisted, all the hanging bars are gradually lowered into the pile well through a through cavity in the rack, and multiple stirrups are bound with all the hanging bars in the rack after lowering every time till lowering is completed and binding of the stirrups is completed; a plurality of main reinforcement modules are hung into the pile well and bound with the stirrups in the rack to form a reinforcement cage prototype; the two penetrating rods are lifted to gradually lift the reinforcement cage prototype from the pile well, all the main reinforcement modules and stirrups in the rack are bound after each time of lifting till lifting is completed and all the main reinforcement modules are bound, and finally the reinforcement cage is formed; and the reinforcement cage is lowered into the pile well, and the rack is dismantled. The construction difficulty of the square anti-slide pile reinforcement cage can be reduced, the construction efficiency is improved, and the construction risk and the construction cost are reduced.
本发明属于抗滑桩施工技术领域，涉及一种方形抗滑桩钢筋笼的施工方法。该方法包括：将台架架设于桩井上；每一穿棒上间隔悬挂至少两根吊筋，将两个穿棒搭设于吊装架两侧，吊起吊装架将所有吊筋经台架上贯通腔向桩井内逐次下放，每次下放后将多道箍筋与台架内的所有吊筋绑扎，直至下放完成且箍筋绑扎完成；将多个主筋模块吊放至桩井内，将其与台架内的箍筋绑扎形成钢筋笼雏形；起吊两个穿棒将钢筋笼雏形从桩井内逐次提升，每次提升后将各主筋模块与台架内的箍筋绑扎，直至提升完成且各主筋模块绑扎完成，最终成型钢筋笼；将钢筋笼下放至桩井内并拆除台架。本发明能够降低方形抗滑桩钢筋笼的施工难度，提高施工效率、降低施工风险和施工成本。
Construction method of square anti-slide pile reinforcement cage
The invention belongs to the technical field of slide-resistant pile construction, and relates to a construction method of a square slide-resistant pile reinforcement cage. The method comprises the steps that a rack is erected on a pile well; at least two hanging bars are hung on each penetrating bar at intervals, the two penetrating bars are erected on the two sides of a hoisting frame, the hoisting frame is hoisted, all the hanging bars are gradually lowered into the pile well through a through cavity in the rack, and multiple stirrups are bound with all the hanging bars in the rack after lowering every time till lowering is completed and binding of the stirrups is completed; a plurality of main reinforcement modules are hung into the pile well and bound with the stirrups in the rack to form a reinforcement cage prototype; the two penetrating rods are lifted to gradually lift the reinforcement cage prototype from the pile well, all the main reinforcement modules and stirrups in the rack are bound after each time of lifting till lifting is completed and all the main reinforcement modules are bound, and finally the reinforcement cage is formed; and the reinforcement cage is lowered into the pile well, and the rack is dismantled. The construction difficulty of the square anti-slide pile reinforcement cage can be reduced, the construction efficiency is improved, and the construction risk and the construction cost are reduced.
本发明属于抗滑桩施工技术领域，涉及一种方形抗滑桩钢筋笼的施工方法。该方法包括：将台架架设于桩井上；每一穿棒上间隔悬挂至少两根吊筋，将两个穿棒搭设于吊装架两侧，吊起吊装架将所有吊筋经台架上贯通腔向桩井内逐次下放，每次下放后将多道箍筋与台架内的所有吊筋绑扎，直至下放完成且箍筋绑扎完成；将多个主筋模块吊放至桩井内，将其与台架内的箍筋绑扎形成钢筋笼雏形；起吊两个穿棒将钢筋笼雏形从桩井内逐次提升，每次提升后将各主筋模块与台架内的箍筋绑扎，直至提升完成且各主筋模块绑扎完成，最终成型钢筋笼；将钢筋笼下放至桩井内并拆除台架。本发明能够降低方形抗滑桩钢筋笼的施工难度，提高施工效率、降低施工风险和施工成本。
Construction method of square anti-slide pile reinforcement cage
一种方形抗滑桩钢筋笼的施工方法
GAO JING (Autor:in) / YANG JIANXUN (Autor:in) / GUO WEI (Autor:in) / LI LIANG (Autor:in) / LIU MING (Autor:in) / MENG YUTUAN (Autor:in) / ZHANG CHI (Autor:in) / MA HUANHUAN (Autor:in) / ZHAO CHUNPU (Autor:in) / LIU WEI (Autor:in)
13.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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