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Forming structure of stiff composite pile and construction method thereof
The invention relates to the field of stiff composite piles, in particular to a stiff composite pile forming structure and a construction method thereof.The stiff composite pile forming structure comprises a curing plate and a composite pile arranged on the curing plate in a penetrating mode, a plurality of water filtering holes are formed in the side wall of the composite pile, and filter screens are arranged in the water filtering holes; the shape of the filter screen is the same as that of the water filtering hole, and a plurality of sets of cleaning components are installed in the composite pile and correspond to the filter screen. A forming construction method of a stiff composite pile comprises the following steps that S1, a curing layer is formed on the upper surface of an in-situ soil layer, and the curing layer is solidified into a curing plate; s2, inserting holes allowing the composite piles to be inserted are formed in the curing plate and the in-situ soil layer; s3, the composite piles are inserted into the insertion holes, and the lower ends of the composite piles are inserted into the bearing layer; and S4, underground water enters the composite pile through the water filtering holes, and a water pump is started to pump the underground water in the composite pile. The problem that the underground water discharging efficiency is low is solved.
本申请涉及劲性复合桩的领域,涉及一种劲性复合桩的成型结构及其施工工法,一种劲性复合桩的成型结构,包括固化板以及穿设在固化板上的复合桩,复合桩的侧壁上开设有多个滤水孔,多个滤水孔中均设置有过滤网,过滤网的形状与滤水孔的形状相同,复合桩中安装有多组清理部件,多组清理部件分别与过滤网对应设置。一种劲性复合桩的成型施工工法,包括以下步骤:S1、在原位土层的上表面形成固化层,固化层固结为固化板;S2、在固化板与原位土层上均开设供复合桩插入的插孔;S3、将复合桩插入插孔中,并将复合桩的下端插入持力层;S4、地下水通过滤水孔进入到复合桩中,启动水泵对复合桩中的地下水进行抽取。本申请改善了地下水排出效率较低的问题。
Forming structure of stiff composite pile and construction method thereof
The invention relates to the field of stiff composite piles, in particular to a stiff composite pile forming structure and a construction method thereof.The stiff composite pile forming structure comprises a curing plate and a composite pile arranged on the curing plate in a penetrating mode, a plurality of water filtering holes are formed in the side wall of the composite pile, and filter screens are arranged in the water filtering holes; the shape of the filter screen is the same as that of the water filtering hole, and a plurality of sets of cleaning components are installed in the composite pile and correspond to the filter screen. A forming construction method of a stiff composite pile comprises the following steps that S1, a curing layer is formed on the upper surface of an in-situ soil layer, and the curing layer is solidified into a curing plate; s2, inserting holes allowing the composite piles to be inserted are formed in the curing plate and the in-situ soil layer; s3, the composite piles are inserted into the insertion holes, and the lower ends of the composite piles are inserted into the bearing layer; and S4, underground water enters the composite pile through the water filtering holes, and a water pump is started to pump the underground water in the composite pile. The problem that the underground water discharging efficiency is low is solved.
本申请涉及劲性复合桩的领域,涉及一种劲性复合桩的成型结构及其施工工法,一种劲性复合桩的成型结构,包括固化板以及穿设在固化板上的复合桩,复合桩的侧壁上开设有多个滤水孔,多个滤水孔中均设置有过滤网,过滤网的形状与滤水孔的形状相同,复合桩中安装有多组清理部件,多组清理部件分别与过滤网对应设置。一种劲性复合桩的成型施工工法,包括以下步骤:S1、在原位土层的上表面形成固化层,固化层固结为固化板;S2、在固化板与原位土层上均开设供复合桩插入的插孔;S3、将复合桩插入插孔中,并将复合桩的下端插入持力层;S4、地下水通过滤水孔进入到复合桩中,启动水泵对复合桩中的地下水进行抽取。本申请改善了地下水排出效率较低的问题。
Forming structure of stiff composite pile and construction method thereof
一种劲性复合桩的成型结构及其施工工法
CHEN FANG (author) / YAO ZIJIAN (author) / LI WAN (author) / WANG ZHAOLYU (author) / LI PENGCHENG (author)
2024-01-16
Patent
Electronic Resource
Chinese
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