Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a foundation pit supporting structure which comprises a supporting pile, two positioning blocks are arranged on the outer wall of the supporting pile in a sliding mode, a clamping mechanism is arranged between each positioning block and the supporting pile, and the outer wall of each positioning block is connected with a connecting hook through a connecting mechanism; a construction method of the foundation pit supporting structure comprises the following steps that S1, position calibration is conducted on the bottom face of an excavated foundation pit, a bottom plate is beaten to drive a plurality of ground piles into the ground, and supporting piles are correspondingly driven into the positions, close to the inner wall, of the bottom face of the foundation pit; through cooperation of the lock hook rod and the pull rod, rapid connection of the inclined supporting rod piece and the clamping mechanism can be completed, meanwhile, through axial movement of the threaded rod, adjustment of the inclined supporting rod piece on the supporting angle of the supporting pile is achieved, and the supporting strength of the supporting structure on the supporting pile is guaranteed to the maximum degree.
本发明公开了一种基坑支护结构,包括支护桩,所述支护桩的外壁滑动设有两个定位块,每个所述定位块与支护桩之间均设有夹持机构,每个所述定位块的外壁均通过连接机构连接有连接钩;一种基坑支护结构的施工方法,包括以下步骤:S1,在挖好的基坑坑底面上进行位置标定并敲打底板将多个地桩打入地面内,并在基坑坑底面靠近内壁的位置对应打入支护桩。本发明通过锁钩杆和拉杆的配合,可完成斜撑杆件和夹持机构的快速连接,同时利用螺纹杆的轴向移动,实现斜撑杆件对支护桩支撑角度的调节,最大化的保证了支护结构对支护桩的支撑力度。
The invention discloses a foundation pit supporting structure which comprises a supporting pile, two positioning blocks are arranged on the outer wall of the supporting pile in a sliding mode, a clamping mechanism is arranged between each positioning block and the supporting pile, and the outer wall of each positioning block is connected with a connecting hook through a connecting mechanism; a construction method of the foundation pit supporting structure comprises the following steps that S1, position calibration is conducted on the bottom face of an excavated foundation pit, a bottom plate is beaten to drive a plurality of ground piles into the ground, and supporting piles are correspondingly driven into the positions, close to the inner wall, of the bottom face of the foundation pit; through cooperation of the lock hook rod and the pull rod, rapid connection of the inclined supporting rod piece and the clamping mechanism can be completed, meanwhile, through axial movement of the threaded rod, adjustment of the inclined supporting rod piece on the supporting angle of the supporting pile is achieved, and the supporting strength of the supporting structure on the supporting pile is guaranteed to the maximum degree.
本发明公开了一种基坑支护结构,包括支护桩,所述支护桩的外壁滑动设有两个定位块,每个所述定位块与支护桩之间均设有夹持机构,每个所述定位块的外壁均通过连接机构连接有连接钩;一种基坑支护结构的施工方法,包括以下步骤:S1,在挖好的基坑坑底面上进行位置标定并敲打底板将多个地桩打入地面内,并在基坑坑底面靠近内壁的位置对应打入支护桩。本发明通过锁钩杆和拉杆的配合,可完成斜撑杆件和夹持机构的快速连接,同时利用螺纹杆的轴向移动,实现斜撑杆件对支护桩支撑角度的调节,最大化的保证了支护结构对支护桩的支撑力度。
Foundation pit supporting structure and foundation pit supporting method
Europäisches Patentamt | 2023
|Foundation pit supporting structure and supporting method
Europäisches Patentamt | 2022
|Foundation pit supporting structure and supporting method
Europäisches Patentamt | 2023
|Foundation pit supporting structure and supporting method
Europäisches Patentamt | 2023
|