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Foundation construction method of prefabricated retaining wall and application of foundation construction method
The invention discloses a foundation construction method of a prefabricated retaining wall and application of the foundation construction method, and belongs to the technical field of retaining walls, the foundation construction method comprises the following steps: (1) foundation arrangement: setting a certain gradient i at the center of the foundation along the river channel direction; (2) steel bars are arranged on the foundation with the gradient i, synthetic materials are poured, and a prefabricated retaining wall foundation is obtained; the calculation formula of the gradient i is i = H '/Lmax * 100%, H' is the corrected elevation difference, and Lmax is the maximum horizontal distance. According to the foundation construction method, the gravity center of the upper-layer retaining wall can generate inward displacement through the arrangement of the gradient, the instability problem caused by the fact that the retaining wall inclines towards a river channel is solved, and therefore the stability of the retaining wall and the stability of construction of the retaining wall are effectively improved.
本发明公开了一种预制挡土墙的基础施工方法及其应用,属于挡土墙技术领域,所述基础施工方法,包括如下步骤:(1)基础设置,所述基础沿着河道方向的中心设置一定的坡度i;(2)在设有坡度i的基础上布设钢筋,浇筑合成材料,得到预制挡土墙基础;所述坡度i的计算公式为:i=H’/Lmax*100%;式中H’为修正高程差;Lmax为最大水平距离。本发明的基础施工方法利用坡度的设置可以使上层挡土墙的重心产生向内位移,解决了挡土墙向河道倾斜导致的失稳问题,从而有效提升了挡土墙及其施工的稳定性。
Foundation construction method of prefabricated retaining wall and application of foundation construction method
The invention discloses a foundation construction method of a prefabricated retaining wall and application of the foundation construction method, and belongs to the technical field of retaining walls, the foundation construction method comprises the following steps: (1) foundation arrangement: setting a certain gradient i at the center of the foundation along the river channel direction; (2) steel bars are arranged on the foundation with the gradient i, synthetic materials are poured, and a prefabricated retaining wall foundation is obtained; the calculation formula of the gradient i is i = H '/Lmax * 100%, H' is the corrected elevation difference, and Lmax is the maximum horizontal distance. According to the foundation construction method, the gravity center of the upper-layer retaining wall can generate inward displacement through the arrangement of the gradient, the instability problem caused by the fact that the retaining wall inclines towards a river channel is solved, and therefore the stability of the retaining wall and the stability of construction of the retaining wall are effectively improved.
本发明公开了一种预制挡土墙的基础施工方法及其应用,属于挡土墙技术领域,所述基础施工方法,包括如下步骤:(1)基础设置,所述基础沿着河道方向的中心设置一定的坡度i;(2)在设有坡度i的基础上布设钢筋,浇筑合成材料,得到预制挡土墙基础;所述坡度i的计算公式为:i=H’/Lmax*100%;式中H’为修正高程差;Lmax为最大水平距离。本发明的基础施工方法利用坡度的设置可以使上层挡土墙的重心产生向内位移,解决了挡土墙向河道倾斜导致的失稳问题,从而有效提升了挡土墙及其施工的稳定性。
Foundation construction method of prefabricated retaining wall and application of foundation construction method
一种预制挡土墙的基础施工方法及其应用
ZHANG LUOCHUAN (Autor:in) / LIN DONGWEI (Autor:in) / CHEN BAIRONG (Autor:in) / ZHONG MING (Autor:in) / ZHANG LIWEN (Autor:in) / ZHANG ZIHUI (Autor:in) / ZHU HAIJIANG (Autor:in) / DENG YUANXIN (Autor:in) / ZHANG WENJIE (Autor:in) / ZHANG XIAOMING (Autor:in)
01.03.2024
Patent
Elektronische Ressource
Chinesisch
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