Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underwater anti-floating pile anchor-beam slab structure system and construction method
The invention discloses an underwater anti-floating pile anchor-beam slab structure system which comprises double rows of steel pipe piles located on the two sides of a river, the double rows of steel pipe piles are connected into a whole through a connecting plate, C20 concrete is poured in the steel pipe piles to form riverway embankment slope protection, a pair of steel plate piles is arranged between the protection on the two banks, and the steel plate piles are connected with the river embankment slope protection. A series of steel pipe piles are sequentially arranged in an area defined by the pair of steel sheet piles, the steel pipe piles are connected through a transverse stiff framework and a longitudinal stiff framework, anchor rods and anchoring parts are inserted into the steel pipe piles, concrete and mud suction equipment are poured into the stiff frameworks, or silt and soil body sand are excavated and cleaned, and the concrete is poured between the steel sheet piles. The pile anchor-beam slab structure system forms an underwater deep foundation pit in a limited space, the problems of insufficient underwater large-slope large-excavation large-replacement filling and insufficient anti-floating are solved, the engineering amount is saved, and the engineering safety and quality are guaranteed.
本发明公开了一种水下抗浮桩锚‑梁板结构系统，包含位于河两侧的钢管桩，钢管桩为双排，双排钢管桩通过连接板连接成整体，在钢管桩内浇筑有C20混凝土，形成河道堤防边坡防护，在两岸防护之间设有一对钢板桩，一对钢板桩围成的区域内依次设有一系列钢管桩，钢管桩通过横向劲性骨架和纵向劲性骨架连接，钢管桩内插入有锚杆和锚固件，劲性骨架内浇筑混凝土，吸泥设备或开挖清理淤泥土体砂等，在钢板桩之间浇筑混凝土。本发明的桩锚‑梁板结构体系形成了有限空间水下深基坑，解决了水下大放坡大开挖大换填不足，抗浮不足问题，节约了工程量，保障了工程安全、质量。
Underwater anti-floating pile anchor-beam slab structure system and construction method
The invention discloses an underwater anti-floating pile anchor-beam slab structure system which comprises double rows of steel pipe piles located on the two sides of a river, the double rows of steel pipe piles are connected into a whole through a connecting plate, C20 concrete is poured in the steel pipe piles to form riverway embankment slope protection, a pair of steel plate piles is arranged between the protection on the two banks, and the steel plate piles are connected with the river embankment slope protection. A series of steel pipe piles are sequentially arranged in an area defined by the pair of steel sheet piles, the steel pipe piles are connected through a transverse stiff framework and a longitudinal stiff framework, anchor rods and anchoring parts are inserted into the steel pipe piles, concrete and mud suction equipment are poured into the stiff frameworks, or silt and soil body sand are excavated and cleaned, and the concrete is poured between the steel sheet piles. The pile anchor-beam slab structure system forms an underwater deep foundation pit in a limited space, the problems of insufficient underwater large-slope large-excavation large-replacement filling and insufficient anti-floating are solved, the engineering amount is saved, and the engineering safety and quality are guaranteed.
本发明公开了一种水下抗浮桩锚‑梁板结构系统，包含位于河两侧的钢管桩，钢管桩为双排，双排钢管桩通过连接板连接成整体，在钢管桩内浇筑有C20混凝土，形成河道堤防边坡防护，在两岸防护之间设有一对钢板桩，一对钢板桩围成的区域内依次设有一系列钢管桩，钢管桩通过横向劲性骨架和纵向劲性骨架连接，钢管桩内插入有锚杆和锚固件，劲性骨架内浇筑混凝土，吸泥设备或开挖清理淤泥土体砂等，在钢板桩之间浇筑混凝土。本发明的桩锚‑梁板结构体系形成了有限空间水下深基坑，解决了水下大放坡大开挖大换填不足，抗浮不足问题，节约了工程量，保障了工程安全、质量。
Underwater anti-floating pile anchor-beam slab structure system and construction method
水下抗浮桩锚-梁板结构系统及施工方法
CHEN LIANG (Autor:in) / SUN TENGFEI (Autor:in) / LIU HAIXIANG (Autor:in) / HOU LIJUN (Autor:in) / ZHANG JINFENG (Autor:in) / TANG YUNQING (Autor:in) / LIU JIAN (Autor:in) / CHEN XINING (Autor:in) / HUANG JIANYUAN (Autor:in) / CAO XIANGYU (Autor:in)
29.09.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Construction method of concrete anti-floating anchor pile
| Europäisches Patentamt | 2023
Anti-floating anchor rod pile and construction method thereof
| Europäisches Patentamt | 2021
Construction method of foundation slab with anti-floating anchor rod
| Europäisches Patentamt | 2022
Root pile prestress anti-floating anchor cable construction process
| Europäisches Patentamt | 2021