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Geomembrane anchoring structure for bank slope permeation prevention
The invention relates to the technical field of geomembrane fixation, in particular to a geomembrane anchoring structure for bank slope permeation prevention. According to the geomembrane anchoring structure for bank slope permeation prevention, the stress area of anchoring and the geomembrane is increased, and the anchoring stability geomembrane performance is improved. A geomembrane anchoring structure for bank slope permeation prevention comprises a shell, a jacking and pressing mechanism and a pressing mechanism, the jacking and pressing mechanism used for nailing a geomembrane on the inner wall of a groove is arranged on the upper portion of the shell, and the pressing mechanism used for pressing the geomembrane on the inner wall of the groove is arranged on the jacking and pressing mechanism. The geomembrane is fixed to the inner wall of the groove through the tip cone and the first pressing plate, the geomembrane is prevented from sliding off, the stability of the geomembrane is firmer, and the anti-permeation performance of the bank slope is improved.
本发明涉及固定土工膜技术领域,尤其涉及一种岸坡防渗透用土工膜锚固结构。本发明提供一种增大锚固与土工膜的受力面积、提高锚固稳定土工膜性能的岸坡防渗透用土工膜锚固结构。一种岸坡防渗透用土工膜锚固结构,包括有外壳、顶压机构和压紧机构,外壳上部设有用于将土工膜钉在沟槽内壁的顶压机构,顶压机构上设有用于将土工膜压紧在沟槽内壁上的压紧机构。本发明用通过顶锥和第一压板将土工膜固定在沟槽的内壁上,防止土工膜滑落,使土工膜的稳定性更牢固,提高岸坡的防渗透性能。
Geomembrane anchoring structure for bank slope permeation prevention
The invention relates to the technical field of geomembrane fixation, in particular to a geomembrane anchoring structure for bank slope permeation prevention. According to the geomembrane anchoring structure for bank slope permeation prevention, the stress area of anchoring and the geomembrane is increased, and the anchoring stability geomembrane performance is improved. A geomembrane anchoring structure for bank slope permeation prevention comprises a shell, a jacking and pressing mechanism and a pressing mechanism, the jacking and pressing mechanism used for nailing a geomembrane on the inner wall of a groove is arranged on the upper portion of the shell, and the pressing mechanism used for pressing the geomembrane on the inner wall of the groove is arranged on the jacking and pressing mechanism. The geomembrane is fixed to the inner wall of the groove through the tip cone and the first pressing plate, the geomembrane is prevented from sliding off, the stability of the geomembrane is firmer, and the anti-permeation performance of the bank slope is improved.
本发明涉及固定土工膜技术领域,尤其涉及一种岸坡防渗透用土工膜锚固结构。本发明提供一种增大锚固与土工膜的受力面积、提高锚固稳定土工膜性能的岸坡防渗透用土工膜锚固结构。一种岸坡防渗透用土工膜锚固结构,包括有外壳、顶压机构和压紧机构,外壳上部设有用于将土工膜钉在沟槽内壁的顶压机构,顶压机构上设有用于将土工膜压紧在沟槽内壁上的压紧机构。本发明用通过顶锥和第一压板将土工膜固定在沟槽的内壁上,防止土工膜滑落,使土工膜的稳定性更牢固,提高岸坡的防渗透性能。
Geomembrane anchoring structure for bank slope permeation prevention
一种岸坡防渗透用土工膜锚固结构
CAO ZITAO (Autor:in) / ZHOU YUTAO (Autor:in) / LIU HUI (Autor:in) / HE YUFANG (Autor:in) / GUO JINGHAN (Autor:in)
18.07.2023
Patent
Elektronische Ressource
Chinesisch
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