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A platform for research: civil engineering, architecture and urbanism
Ribbed close-pitched tube pile embankment structure
The invention belongs to the field of port engineering and particularly relates to a ribbed close-pitched tube pile embankment structure. In order to solve the existing problems, the ribbed close-pitched tube pile embankment structure is provided and comprises a plurality of close-pitched tube piles. The plurality of close-pitched tube piles are equidistantly arranged. A pile top guide beam is arranged on the tops of the multiple close-pitched tube piles. The adjacent sides of every two adjacent close-pitched tube piles are provided with a first cantilever ribbed plate and a second cantileverribbed plate correspondingly. The ribbed close-pitched tube pile embankment structure keeps out waves through the ribbed close-pitched tube piles. Two layers of ribbed plates are arranged in the gapsbetween pile foundations and can achieve the alternate wave blocking effect. The ribbed close-pitched tube pile embankment structure can achieve the effect of reducing the embankment back wave height,has no influence on the natural flow state of a water area flow field and can reduce the influence of the problems such as sediment accumulation or foundation bed scouring after construction of a conventional vertical type or slope type embankment. Moreover, the embankment back wave height and the period can both be remarkably reduced, the number of operation days of a wharf can be increased, andthe ribbed close-pitched tube pile embankment structure has the great economic benefits and social effect.
本发明属于港口工程领域，尤其是一种带肋密排管桩防波堤结构，针对现有的问题，现提出如下方案，其包括多个密排管桩，多个密排管桩等距离间隔设置，多个密排管桩的顶部设置有同一个桩顶导梁，相邻两个密排管桩相互靠近的一侧分别设置有第一排悬臂肋板和第二排悬臂肋板，本发明通过带肋密排管桩挡浪，且桩基间缝隙有两层肋板可以起到交替挡浪效果，既能起到降低堤后波高作用，又不影响水域流场的自然流态，可以减少常规直立式或斜坡式防波堤建设后的泥沙淤积或基床冲刷等问题影响；且堤后波高和周期都能显著降低，有利于增加码头的作业天数，具有很大的经济效益和社会效应。
Ribbed close-pitched tube pile embankment structure
The invention belongs to the field of port engineering and particularly relates to a ribbed close-pitched tube pile embankment structure. In order to solve the existing problems, the ribbed close-pitched tube pile embankment structure is provided and comprises a plurality of close-pitched tube piles. The plurality of close-pitched tube piles are equidistantly arranged. A pile top guide beam is arranged on the tops of the multiple close-pitched tube piles. The adjacent sides of every two adjacent close-pitched tube piles are provided with a first cantilever ribbed plate and a second cantileverribbed plate correspondingly. The ribbed close-pitched tube pile embankment structure keeps out waves through the ribbed close-pitched tube piles. Two layers of ribbed plates are arranged in the gapsbetween pile foundations and can achieve the alternate wave blocking effect. The ribbed close-pitched tube pile embankment structure can achieve the effect of reducing the embankment back wave height,has no influence on the natural flow state of a water area flow field and can reduce the influence of the problems such as sediment accumulation or foundation bed scouring after construction of a conventional vertical type or slope type embankment. Moreover, the embankment back wave height and the period can both be remarkably reduced, the number of operation days of a wharf can be increased, andthe ribbed close-pitched tube pile embankment structure has the great economic benefits and social effect.
本发明属于港口工程领域，尤其是一种带肋密排管桩防波堤结构，针对现有的问题，现提出如下方案，其包括多个密排管桩，多个密排管桩等距离间隔设置，多个密排管桩的顶部设置有同一个桩顶导梁，相邻两个密排管桩相互靠近的一侧分别设置有第一排悬臂肋板和第二排悬臂肋板，本发明通过带肋密排管桩挡浪，且桩基间缝隙有两层肋板可以起到交替挡浪效果，既能起到降低堤后波高作用，又不影响水域流场的自然流态，可以减少常规直立式或斜坡式防波堤建设后的泥沙淤积或基床冲刷等问题影响；且堤后波高和周期都能显著降低，有利于增加码头的作业天数，具有很大的经济效益和社会效应。
Ribbed close-pitched tube pile embankment structure
一种带肋密排管桩防波堤结构
DING JIANJUN (author) / LUO JUNBIN (author)
2020-09-29
Patent
Electronic Resource
Chinese
| European Patent Office | 2018
European Patent Office | 2019
| European Patent Office | 2024