Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Vibrating sinking type large-diameter permeable thin-wall cylindrical foundation wharf and construction method
The vibration sinking type large-diameter permeable thin-wall barrel type foundation wharf comprises a wharf structural surface and a thin-wall barrel, the wharf structural surface is located above the water surface, the thin-wall barrel is immersed in water, one end of the thin-wall barrel is fixedly connected with the wharf structural surface, and the other end of the thin-wall barrel is inserted into a water bottom stratum to be fixed; a plurality of through holes are formed in the thin-walled cylinder, and the through holes are symmetrically formed in the side wall of the thin-walled cylinder in a manner that every two through holes form a group. And a plurality of through holes are symmetrically formed in the thin-walled cylinder, so that the impact of strong surges on the thin-walled cylinder is reduced, and the condition that the thin-walled cylinder inclines or rotates in the foundation construction process of a wharf is avoided. And the thin-walled cylinder is driven into an underwater stratum to be fixed by combining a vibration sinking type construction method, so that the construction precision of the thin-walled cylinder is higher. The wharf structure is high in installation precision of the thin-walled cylinder and high in impact resistance to strong surges, and has the advantages of being more stable, safer and more convenient to construct compared with a high-pile wharf constructed by a long and thin pile body.
本发明公开了一种振沉式大直径透空薄壁筒式基础码头及施工方法，包括码头结构面和薄壁筒，所述码头结构面位于水面以上，所述薄壁筒浸入水中且其一端与所述码头结构面固定连接，另一端插入水底地层中固定；所述薄壁筒上开设有若干透空孔洞，若干所述透空孔洞两两一组对称地开设于所述薄壁筒的侧壁。在薄壁筒上对称开设若干透空孔洞，降低强涌浪对薄壁筒的冲击，避免薄壁筒在码头的基础施工过程中出现倾斜或旋转的情况。结合振沉式施工方法将薄壁筒打入水底地层中进行固定，使该薄壁筒的施工精度更高。该码头结构的薄壁筒安装精度高，对强涌浪的抗击能力强，相较于细长桩体建设的高桩码头具有更稳定、更安全、施工更便捷的优势。
Vibrating sinking type large-diameter permeable thin-wall cylindrical foundation wharf and construction method
The vibration sinking type large-diameter permeable thin-wall barrel type foundation wharf comprises a wharf structural surface and a thin-wall barrel, the wharf structural surface is located above the water surface, the thin-wall barrel is immersed in water, one end of the thin-wall barrel is fixedly connected with the wharf structural surface, and the other end of the thin-wall barrel is inserted into a water bottom stratum to be fixed; a plurality of through holes are formed in the thin-walled cylinder, and the through holes are symmetrically formed in the side wall of the thin-walled cylinder in a manner that every two through holes form a group. And a plurality of through holes are symmetrically formed in the thin-walled cylinder, so that the impact of strong surges on the thin-walled cylinder is reduced, and the condition that the thin-walled cylinder inclines or rotates in the foundation construction process of a wharf is avoided. And the thin-walled cylinder is driven into an underwater stratum to be fixed by combining a vibration sinking type construction method, so that the construction precision of the thin-walled cylinder is higher. The wharf structure is high in installation precision of the thin-walled cylinder and high in impact resistance to strong surges, and has the advantages of being more stable, safer and more convenient to construct compared with a high-pile wharf constructed by a long and thin pile body.
本发明公开了一种振沉式大直径透空薄壁筒式基础码头及施工方法，包括码头结构面和薄壁筒，所述码头结构面位于水面以上，所述薄壁筒浸入水中且其一端与所述码头结构面固定连接，另一端插入水底地层中固定；所述薄壁筒上开设有若干透空孔洞，若干所述透空孔洞两两一组对称地开设于所述薄壁筒的侧壁。在薄壁筒上对称开设若干透空孔洞，降低强涌浪对薄壁筒的冲击，避免薄壁筒在码头的基础施工过程中出现倾斜或旋转的情况。结合振沉式施工方法将薄壁筒打入水底地层中进行固定，使该薄壁筒的施工精度更高。该码头结构的薄壁筒安装精度高，对强涌浪的抗击能力强，相较于细长桩体建设的高桩码头具有更稳定、更安全、施工更便捷的优势。
Vibrating sinking type large-diameter permeable thin-wall cylindrical foundation wharf and construction method
振沉式大直径透空薄壁筒式基础码头及施工方法
HE LIPING (Autor:in) / DONG ZHILIANG (Autor:in) / LI YAN (Autor:in) / WEN CHENGYONG (Autor:in) / WANG XUEGANG (Autor:in) / LIN MEIHONG (Autor:in) / TENG CHAO (Autor:in) / DONG HONGJING (Autor:in) / TAO JIN (Autor:in)
10.05.2022
Patent
Elektronische Ressource
Chinesisch
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