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A platform for research: civil engineering, architecture and urbanism
Structure for indirectly reinforcing independent foundation column and reinforcing method
The invention discloses a structure for indirectly reinforcing an independent foundation column and a reinforcing method, and relates to the technical field of constructional engineering. Wherein the bearing platform is poured in the ground around the independent foundation column, and the bearing platform is connected with the independent foundation column; the multiple supporting pieces are arranged on the bearing platform and the slope-shaped foundation so that the weight of the bearing platform can be transmitted to the slope-shaped foundation through the supporting pieces. According to the method, a traditional method that foundation columns are reinforced after excavation is changed, the method that the bearing platform is arranged to indirectly transmit the increased load to the slope-shaped foundation through the supporting pieces is adopted, the conditions that a deep foundation pit is formed and an original slope-shaped foundation and an original-state soil body are disturbed are avoided, the construction period is shortened, efficiency is improved, and quality and safety are ensured; due to the fact that the sealing concrete is of a conical structure in the shape of the conical inner cavity and exerts pile sealing pressure, the concrete in the steel cylinder and the steel cylinder can effectively support the bearing platform, and the situation of separation is avoided.
本发明公开一种间接加固独立基础柱的结构以及加固方法，涉及建筑工程技术领域，包括承台以及多个支撑件；其中：所述承台浇筑于独立基础柱四周的地面内，且所述承台与独立基础柱连接；多个所述支撑件均设置于承台与坡形基础，以通过支撑件将承台的重量传递至坡形基础。本发明改变传统开挖后对基础柱进行加固的方法，而是通过设置承台将增加荷载通过支撑件间接传递给坡形基础的方法，避免形成深基坑和对原坡形基础及原状土体产生扰动情况，缩减了施工周期，加快了效率，确保了质量和安全；由于密封混凝土为锥形内腔形状的锥形结构且施加了封桩压力，钢筒内混凝土与钢筒可对承台进行有效的支撑，避免出现脱离的情况。
Structure for indirectly reinforcing independent foundation column and reinforcing method
The invention discloses a structure for indirectly reinforcing an independent foundation column and a reinforcing method, and relates to the technical field of constructional engineering. Wherein the bearing platform is poured in the ground around the independent foundation column, and the bearing platform is connected with the independent foundation column; the multiple supporting pieces are arranged on the bearing platform and the slope-shaped foundation so that the weight of the bearing platform can be transmitted to the slope-shaped foundation through the supporting pieces. According to the method, a traditional method that foundation columns are reinforced after excavation is changed, the method that the bearing platform is arranged to indirectly transmit the increased load to the slope-shaped foundation through the supporting pieces is adopted, the conditions that a deep foundation pit is formed and an original slope-shaped foundation and an original-state soil body are disturbed are avoided, the construction period is shortened, efficiency is improved, and quality and safety are ensured; due to the fact that the sealing concrete is of a conical structure in the shape of the conical inner cavity and exerts pile sealing pressure, the concrete in the steel cylinder and the steel cylinder can effectively support the bearing platform, and the situation of separation is avoided.
本发明公开一种间接加固独立基础柱的结构以及加固方法，涉及建筑工程技术领域，包括承台以及多个支撑件；其中：所述承台浇筑于独立基础柱四周的地面内，且所述承台与独立基础柱连接；多个所述支撑件均设置于承台与坡形基础，以通过支撑件将承台的重量传递至坡形基础。本发明改变传统开挖后对基础柱进行加固的方法，而是通过设置承台将增加荷载通过支撑件间接传递给坡形基础的方法，避免形成深基坑和对原坡形基础及原状土体产生扰动情况，缩减了施工周期，加快了效率，确保了质量和安全；由于密封混凝土为锥形内腔形状的锥形结构且施加了封桩压力，钢筒内混凝土与钢筒可对承台进行有效的支撑，避免出现脱离的情况。
Structure for indirectly reinforcing independent foundation column and reinforcing method
一种间接加固独立基础柱的结构以及加固方法
WEI SHIQUAN (author) / GU LIPING (author) / PENG HUANBAO (author) / LI ZHENG (author) / KAIMAE TADASHI (author) / XU LONG (author)
2024-05-17
Patent
Electronic Resource
Chinese
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