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Assembly type high-pile bearing platform for offshore wind power
The invention discloses an assembly type high-pile bearing platform for offshore wind power. The assembly type high-pile bearing platform comprises a plurality of steel pipe piles embedded into bed rock, a lower bearing platform erected at the upper ends of the steel pipe piles, a plurality of pieces of lower-layer profile steel used for connecting every two adjacent steel pipe piles, a plurality of pieces of upper-layer profile steel correspondingly arranged at the tops of the steel pipe piles, an upper bearing platform formed by pouring concrete materials on the lower bearing platform and hardening the concrete materials, and a bolt assembly; pile holes corresponding to the steel pipe piles in a one-to-one manner are formed in the bottom of the lower bearing platform; the bottoms of the lower bearing platform are supported through the lower-layer profile steel; each piece of upper-layer profile steel is arranged in the radial direction of the corresponding steel pipe pile; the bolt assembly comprises a plurality of bolts in the axial direction; and the bolt assembly and the lower bearing platform are poured together. According to the assembly type high-pile bearing platform, the construction efficiency of the high-pile bearing platform structure can be improved, the window period time needed by construction is shortened, the influences of the offshore environment conditions on construction of the high-pile bearing platform are reduced, and the construction quality of the high-pile bearing platform can be better controlled.
本发明公开了一种用于海上风电的装配式高桩承台包括:若干嵌入基岩的钢管桩;一架设在若干钢管桩的上端的下部承台,该下部承台的底部设有与若干钢管桩一一对应的桩孔;若干分别用以连接相邻的两个钢管桩的下层型钢,通过该若干下层型钢支撑下部承台的底部;若干对应设置于若干钢管桩的顶部的上层型钢,每跟上层型钢沿钢管桩的径向设置;一通过浇筑砼料于下部承台上硬化形成的上部承台;以及一螺栓组合件,该螺栓组合件包括若干轴向向上的螺栓,该螺栓组合件与下部承台浇筑在一起。本发明能提高了高桩承台结构的施工效率,缩短了施工所需的窗口期时间,降低了海上环境条件对高桩承台施工的影响,能够更好的控制高桩承台的施工质量。
Assembly type high-pile bearing platform for offshore wind power
The invention discloses an assembly type high-pile bearing platform for offshore wind power. The assembly type high-pile bearing platform comprises a plurality of steel pipe piles embedded into bed rock, a lower bearing platform erected at the upper ends of the steel pipe piles, a plurality of pieces of lower-layer profile steel used for connecting every two adjacent steel pipe piles, a plurality of pieces of upper-layer profile steel correspondingly arranged at the tops of the steel pipe piles, an upper bearing platform formed by pouring concrete materials on the lower bearing platform and hardening the concrete materials, and a bolt assembly; pile holes corresponding to the steel pipe piles in a one-to-one manner are formed in the bottom of the lower bearing platform; the bottoms of the lower bearing platform are supported through the lower-layer profile steel; each piece of upper-layer profile steel is arranged in the radial direction of the corresponding steel pipe pile; the bolt assembly comprises a plurality of bolts in the axial direction; and the bolt assembly and the lower bearing platform are poured together. According to the assembly type high-pile bearing platform, the construction efficiency of the high-pile bearing platform structure can be improved, the window period time needed by construction is shortened, the influences of the offshore environment conditions on construction of the high-pile bearing platform are reduced, and the construction quality of the high-pile bearing platform can be better controlled.
本发明公开了一种用于海上风电的装配式高桩承台包括:若干嵌入基岩的钢管桩;一架设在若干钢管桩的上端的下部承台,该下部承台的底部设有与若干钢管桩一一对应的桩孔;若干分别用以连接相邻的两个钢管桩的下层型钢,通过该若干下层型钢支撑下部承台的底部;若干对应设置于若干钢管桩的顶部的上层型钢,每跟上层型钢沿钢管桩的径向设置;一通过浇筑砼料于下部承台上硬化形成的上部承台;以及一螺栓组合件,该螺栓组合件包括若干轴向向上的螺栓,该螺栓组合件与下部承台浇筑在一起。本发明能提高了高桩承台结构的施工效率,缩短了施工所需的窗口期时间,降低了海上环境条件对高桩承台施工的影响,能够更好的控制高桩承台的施工质量。
Assembly type high-pile bearing platform for offshore wind power
一种用于海上风电的装配式高桩承台
DING JIAN (Autor:in) / ZHANG BAIGE (Autor:in) / WANG WEIXIA (Autor:in) / XIA JUNQIAO (Autor:in) / XU YAOJIN (Autor:in) / SHAN HAIYU (Autor:in)
29.06.2021
Patent
Elektronische Ressource
Chinesisch
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