Support system with underground horizontal support and construction method thereof

Abstract

The invention provides a support system with an underground horizontal support and a construction method thereof. A horizontal propelling device and end pipes with disc cutters at the front ends are previously arranged on pillars, the pillars are lowered to the same height positions at the bottoms of corresponding foundation pits via preset pile holes, and the end pipes are driven to move towardspillars at the other side by the horizontal propelling device, forming a space capable of being used for installing the pipe joints of steel pipes section by section, so that horizontal support is formed in soil after the installation of the steel pipes without digging the foundation pits, and the technical problem that effective control is difficult to carry out on the deformation of the foundation pits if a horizontal support construction mode is set after the foundation pits are dug is solved. The purposes of greatly improving the rigidity of the foundation pit support system, effectively reducing the bottom deformation of the foundation pits and the shift of the foundation pit support system during the digging of the foundation pits and effectively improving the safety performance of the foundation pit support system and the like are achieved.

Description

technical field

[0001] The invention relates to the technical field of building construction, in particular to a support system and a construction method thereof, in particular to a support system with an underground horizontal support and a construction method thereof. Background technique

[0002] In the design and construction of high-rise buildings, it is generally necessary to excavate deep foundation pits. Deep foundation pits can not only improve the space utilization rate of the land, but also provide a stable foundation for the earthquake resistance and wind resistance of high-rise buildings. With the increasing shortage of land for urban construction and the rapid development of underground space, the excavation of foundation pits is getting deeper and deeper.

[0003] It is worth noting that during the excavation of the foundation pit, due to the unloading of the excavation in the pit, the enclosure structure will be displaced under the action of the internal and ...

Examples

Embodiment Construction

[0038] Detailed specific embodiments of the present invention will be disclosed herein. It is to be understood, however, that the disclosed embodiments are merely typical examples of the invention, which may be embodied in many alternative forms. Therefore, specific structural and functional details disclosed herein are not limiting, but merely serve as a representative basis for describing various implementations to one skilled in the art in accordance with the claims.

[0039] In order to facilitate the understanding of the present invention, the following will be described in conjunction with the accompanying drawings and embodiments.

[0040] see Figure 1 to Figure 12, The invention provides a support system with an underground horizontal support and a construction method thereof. Wherein, the support system includes two rows of pile holes 10 defining the construction area of ​​the foundation pit, columns 20 arranged inside the pile holes 10, a horizontal propulsion dev...

technical field

[0001] The invention relates to the technical field of building construction, in particular to a support system and a construction method thereof, in particular to a support system with an underground horizontal support and a construction method thereof. Background technique

[0002] In the design and construction of high-rise buildings, it is generally necessary to excavate deep foundation pits. Deep foundation pits can not only improve the space utilization rate of the land, but also provide a stable foundation for the earthquake resistance and wind resistance of high-rise buildings. With the increasing shortage of land for urban construction and the rapid development of underground space, the excavation of foundation pits is getting deeper and deeper.

[0003] It is worth noting that during the excavation of the foundation pit, due to the unloading of the excavation in the pit, the enclosure structure will be displaced under the action of the internal and ...

Examples

Embodiment Construction

[0038] Detailed specific embodiments of the present invention will be disclosed herein. It is to be understood, however, that the disclosed embodiments are merely typical examples of the invention, which may be embodied in many alternative forms. Therefore, specific structural and functional details disclosed herein are not limiting, but merely serve as a representative basis for describing various implementations to one skilled in the art in accordance with the claims.

[0039] In order to facilitate the understanding of the present invention, the following will be described in conjunction with the accompanying drawings and embodiments.

[0040] see Figure 1 to Figure 12, The invention provides a support system with an underground horizontal support and a construction method thereof. Wherein, the support system includes two rows of pile holes 10 defining the construction area of ​​the foundation pit, columns 20 arranged inside the pile holes 10, a horizontal propulsion dev...

Images