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High-wave energy dissipation type permeable dike with staggered special-shaped column structure
The invention discloses a high-wave-energy-consumption scattered type permeable embankment with a staggered special-shaped column structure. The high-wave-energy-consumption scattered type permeable embankment comprises a pile foundation structure, an inclined manger board, a panel with holes in the bottom, staggered special-shaped columns, a fence type wave dissipation rear wall, a panel with holes in the top and a breast wall. The bottom perforated panel is provided with a hole and a rectangular pressure relief groove, and jet flow is formed at the hole groove in an induction manner; the special-shaped column columns have many sharp edges and are arranged in a staggered manner, so that a wavy access channel is zigzag; the inclined manger board can enhance the shielding effect on incident waves, enhance reflection and play a drainage role to enhance the jet intensity at the rectangular pressure relief groove in the front of the inclined manger board; through the arrangement, the wave energy dissipation can be effectively enhanced. In addition, the perforated panel has the beneficial effect of reducing the wave load, and the pile foundation structure comprises straight piles and fork piles. The permeable embankment has the advantages that wave reflection and wave energy dissipation performance is enhanced, open sea waves can be resisted, the stability of a water area in a port is maintained, the wave transmissivity is low, stress is reasonable, and exchange of water inside and outside the embankment is allowed.
本发明公开了一种具有错位异形列柱结构的高波能耗散型透空堤,包括桩基础结构、倾斜挡浪板、底部开孔面板、错位异形列柱、栅栏式消浪后墙、顶部开孔面板以及胸墙。底部开孔面板设置开孔及矩形泄压槽,在孔槽处诱导形成射流;异形列柱锐缘多,且错位排布,使波浪进出通道蜿蜒曲折;倾斜挡浪板可增强对入射波浪的屏障效果,增强反射,并可起到引流作用增强其前部矩形泄压槽处射流强度;以上设置均可有效增强波能耗散。此外,开孔面板具有降低波浪荷载的有益效果,桩基础结构包括直桩与叉桩。本发明涉及的透空堤兼具增强波浪反射与波能耗散性能,能够抵御外海波浪,维持港内水域平稳,具有波浪透射率低、受力合理,且允许堤内堤外水体交换的优势。
High-wave energy dissipation type permeable dike with staggered special-shaped column structure
The invention discloses a high-wave-energy-consumption scattered type permeable embankment with a staggered special-shaped column structure. The high-wave-energy-consumption scattered type permeable embankment comprises a pile foundation structure, an inclined manger board, a panel with holes in the bottom, staggered special-shaped columns, a fence type wave dissipation rear wall, a panel with holes in the top and a breast wall. The bottom perforated panel is provided with a hole and a rectangular pressure relief groove, and jet flow is formed at the hole groove in an induction manner; the special-shaped column columns have many sharp edges and are arranged in a staggered manner, so that a wavy access channel is zigzag; the inclined manger board can enhance the shielding effect on incident waves, enhance reflection and play a drainage role to enhance the jet intensity at the rectangular pressure relief groove in the front of the inclined manger board; through the arrangement, the wave energy dissipation can be effectively enhanced. In addition, the perforated panel has the beneficial effect of reducing the wave load, and the pile foundation structure comprises straight piles and fork piles. The permeable embankment has the advantages that wave reflection and wave energy dissipation performance is enhanced, open sea waves can be resisted, the stability of a water area in a port is maintained, the wave transmissivity is low, stress is reasonable, and exchange of water inside and outside the embankment is allowed.
本发明公开了一种具有错位异形列柱结构的高波能耗散型透空堤,包括桩基础结构、倾斜挡浪板、底部开孔面板、错位异形列柱、栅栏式消浪后墙、顶部开孔面板以及胸墙。底部开孔面板设置开孔及矩形泄压槽,在孔槽处诱导形成射流;异形列柱锐缘多,且错位排布,使波浪进出通道蜿蜒曲折;倾斜挡浪板可增强对入射波浪的屏障效果,增强反射,并可起到引流作用增强其前部矩形泄压槽处射流强度;以上设置均可有效增强波能耗散。此外,开孔面板具有降低波浪荷载的有益效果,桩基础结构包括直桩与叉桩。本发明涉及的透空堤兼具增强波浪反射与波能耗散性能,能够抵御外海波浪,维持港内水域平稳,具有波浪透射率低、受力合理,且允许堤内堤外水体交换的优势。
High-wave energy dissipation type permeable dike with staggered special-shaped column structure
一种具有错位异形列柱结构的高波能耗散型透空堤
HE FANG (Autor:in) / PAN JIAPENG (Autor:in) / CHEN YAN (Autor:in) / LIN YUAN (Autor:in) / GAO SHANGSONG (Autor:in) / HONG JUNFEI (Autor:in)
26.01.2024
Patent
Elektronische Ressource
Chinesisch
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