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Treatment method of deep foundation
The invention relates to a treatment method for a deep foundation. The treatment method comprises the following steps that S1, the inner bottom wall of a foundation pit is compacted; S2, cement mortar is poured into the foundation pit to form a cement mortar layer; S3, a plurality of anti-settling plates are horizontally inserted in the positions, located on the cement mortar layer, of the inner side wall of the foundation pit, and supporting plates are laid on the upper surfaces of the anti-settling plates; S4, anti-setting columns are vertically inserted into the upper surfaces of the supporting plates, supporting assemblies for supporting the ends, located in the foundation pit, of the anti-setting plates are arranged between the anti-setting plates and the anti-setting columns, and fixing plates for fixing the supporting plates and the anti-setting columns are arranged between the supporting plates and the anti-setting columns; S5, pouring holes are formed in the upper end faces of the anti-settling columns, and concrete is poured into the pouring holes to form a supporting concrete layer; and S6, the concrete is poured into the foundation pit, a reinforced concrete layer fixedly laid on the upper surfaces of the supporting plates is formed, and a cushion layer is fixedly laid on the upper surface of the reinforced concrete layer. The treatment method has the effect of improving the anti-settling capacity after foundation treatment.
本申请涉及一种深层地基的处理方法,其包括以下步骤:S1、对基坑内底壁进行压实;S2、往基坑内灌入水泥砂浆使其形成水泥砂浆层;S3、往基坑内侧壁位于水泥砂浆层上方的位置水平插设若干防沉降板,往防沉降板上表面铺设支撑板;S4、往支撑板上表面竖直插设防沉降柱,防沉降板与防沉降柱之间设有对防沉降板位于基坑内的一端进行支撑的支撑组件,支撑板与防沉降柱之间设有将支撑板与防沉降柱进行固定的固定板;S5、防沉降柱上端面开设有浇筑孔,往浇筑孔内灌入混凝土使其形成支撑混凝土层;S6、往基坑内浇灌混凝土,形成固定铺设在支撑板上表面的加强混凝土层,往加强混凝土层上表面固定铺设垫层。本申请具有提高地基处理后的防沉降能力的效果。
Treatment method of deep foundation
The invention relates to a treatment method for a deep foundation. The treatment method comprises the following steps that S1, the inner bottom wall of a foundation pit is compacted; S2, cement mortar is poured into the foundation pit to form a cement mortar layer; S3, a plurality of anti-settling plates are horizontally inserted in the positions, located on the cement mortar layer, of the inner side wall of the foundation pit, and supporting plates are laid on the upper surfaces of the anti-settling plates; S4, anti-setting columns are vertically inserted into the upper surfaces of the supporting plates, supporting assemblies for supporting the ends, located in the foundation pit, of the anti-setting plates are arranged between the anti-setting plates and the anti-setting columns, and fixing plates for fixing the supporting plates and the anti-setting columns are arranged between the supporting plates and the anti-setting columns; S5, pouring holes are formed in the upper end faces of the anti-settling columns, and concrete is poured into the pouring holes to form a supporting concrete layer; and S6, the concrete is poured into the foundation pit, a reinforced concrete layer fixedly laid on the upper surfaces of the supporting plates is formed, and a cushion layer is fixedly laid on the upper surface of the reinforced concrete layer. The treatment method has the effect of improving the anti-settling capacity after foundation treatment.
本申请涉及一种深层地基的处理方法,其包括以下步骤:S1、对基坑内底壁进行压实;S2、往基坑内灌入水泥砂浆使其形成水泥砂浆层;S3、往基坑内侧壁位于水泥砂浆层上方的位置水平插设若干防沉降板,往防沉降板上表面铺设支撑板;S4、往支撑板上表面竖直插设防沉降柱,防沉降板与防沉降柱之间设有对防沉降板位于基坑内的一端进行支撑的支撑组件,支撑板与防沉降柱之间设有将支撑板与防沉降柱进行固定的固定板;S5、防沉降柱上端面开设有浇筑孔,往浇筑孔内灌入混凝土使其形成支撑混凝土层;S6、往基坑内浇灌混凝土,形成固定铺设在支撑板上表面的加强混凝土层,往加强混凝土层上表面固定铺设垫层。本申请具有提高地基处理后的防沉降能力的效果。
Treatment method of deep foundation
深层地基的处理方法
MA ZHEN (author) / XU ZHUDAN (author) / LAI YEHUA (author) / QIAN YU (author) / CHEN XIAOYAN (author)
2021-06-15
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Dynamic compaction treatment method of deep foundation displacement
European Patent Office | 2015
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