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Foundation anti-settlement structure and construction method
The invention relates to a foundation anti-settlement structure and a construction method. The foundation anti-settlement structure comprises a cushion layer laid on the surface of a foundation, sinking piles vertically penetrating through the cushion layer to be inserted into the foundation, a drainage layer arranged on the cushion layer, multiple reinforcing layers laid on the drainage layer anda tamping layer arranged on the reinforcing layers. The construction method of the foundation anti-settlement structure comprises the following steps that the cushion layer is laid on the dug foundation; the sinking piles are buried; the drainage layer is laid, so that the drainage layer covers the top ends of the sinking piles, and the drainage layer is tamped; reinforcing cylinders are filled with filler layers, the filler layers, final stacking is achieved to form the reinforcing layers to be placed on the drainage layer, and finally gaps in the reinforcing layers are filled with sandy soil and tamped; and the tamping layer is laid on the tamped reinforcing layers and compacted. The foundation anti-settlement structure and the construction method belong to the technical field of foundation construction and have the advantages that the reinforcing effect of the foundation can be better, and the anti-settlement performance is higher.
本申请涉及一种地基防沉降结构及施工方法,其中,一种地基防沉降结构包括铺设在地基表面上的垫层、垂直穿过垫层插入地基中的沉桩、设在垫层上的排水层、多个铺设在排水层上的加固层和设在加固层上的夯实层。一种地基防沉降结构的施工方法则包括如下步骤:在挖设好的地基上铺设垫层;埋设沉桩;铺设排水层,使排水层将沉桩的顶端覆盖,并夯实排水层;将填料层装填在加固筒中,将并最终堆叠成加固层置于排水层上,最后将加固层中的缝隙用砂土填满并夯实;在夯实的加固层上铺设夯实层并压实。本申请属于地基施工的技术领域,其具有能使地基的加固效果更好,防沉降性能更高的优点。
Foundation anti-settlement structure and construction method
The invention relates to a foundation anti-settlement structure and a construction method. The foundation anti-settlement structure comprises a cushion layer laid on the surface of a foundation, sinking piles vertically penetrating through the cushion layer to be inserted into the foundation, a drainage layer arranged on the cushion layer, multiple reinforcing layers laid on the drainage layer anda tamping layer arranged on the reinforcing layers. The construction method of the foundation anti-settlement structure comprises the following steps that the cushion layer is laid on the dug foundation; the sinking piles are buried; the drainage layer is laid, so that the drainage layer covers the top ends of the sinking piles, and the drainage layer is tamped; reinforcing cylinders are filled with filler layers, the filler layers, final stacking is achieved to form the reinforcing layers to be placed on the drainage layer, and finally gaps in the reinforcing layers are filled with sandy soil and tamped; and the tamping layer is laid on the tamped reinforcing layers and compacted. The foundation anti-settlement structure and the construction method belong to the technical field of foundation construction and have the advantages that the reinforcing effect of the foundation can be better, and the anti-settlement performance is higher.
本申请涉及一种地基防沉降结构及施工方法,其中,一种地基防沉降结构包括铺设在地基表面上的垫层、垂直穿过垫层插入地基中的沉桩、设在垫层上的排水层、多个铺设在排水层上的加固层和设在加固层上的夯实层。一种地基防沉降结构的施工方法则包括如下步骤:在挖设好的地基上铺设垫层;埋设沉桩;铺设排水层,使排水层将沉桩的顶端覆盖,并夯实排水层;将填料层装填在加固筒中,将并最终堆叠成加固层置于排水层上,最后将加固层中的缝隙用砂土填满并夯实;在夯实的加固层上铺设夯实层并压实。本申请属于地基施工的技术领域,其具有能使地基的加固效果更好,防沉降性能更高的优点。
Foundation anti-settlement structure and construction method
一种地基防沉降结构及施工方法
JIANG PENGZHAN (Autor:in) / WANG HONG (Autor:in) / JU PENGPENG (Autor:in)
29.12.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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