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Novel batter post bearing platform plate-group precast pile composite foundation and construction method
The novel batter post bearing platform plate group precast pile composite foundation comprises a main post, a horizontal bearing platform structure, a core filling connecting system and precast pipe piles, the upper end face of the horizontal bearing platform structure is connected with the main post, angle steel is installed at the end of the main post, and the lower end face of the horizontal bearing platform structure is connected with the precast pipe piles. The prefabricated pipe pile and the horizontal bearing platform structure are mutually anchored through a core grouting connecting system; according to the device, the bearing platform plate foundation and the pile group foundation jointly bear vertical loads and horizontal loads, the bearing capacity of the foundations can be effectively improved, the site construction difficulty is low, the total amount of foundation engineering is low, the bearing capacity is high, and the application range is wide.
一种新型斜柱承台板群预制桩复合基础及施工方法，包括主柱、水平承台结构、灌芯连接系统和预制管桩，水平承台结构的上端面连接有主柱，所述主柱的端部安设有角钢，水平承台结构的下端面连接有预制管桩，所述预制管桩和水平承台结构之间通过灌芯连接系统相互锚固；该装置通过承台板基础和群桩基础共同承担竖向荷载和水平荷载，能够有效提高基础的承载力，并且现场施工难度较低且基础工程总量较低、承载力高且适用范围广泛。
Novel batter post bearing platform plate-group precast pile composite foundation and construction method
The novel batter post bearing platform plate group precast pile composite foundation comprises a main post, a horizontal bearing platform structure, a core filling connecting system and precast pipe piles, the upper end face of the horizontal bearing platform structure is connected with the main post, angle steel is installed at the end of the main post, and the lower end face of the horizontal bearing platform structure is connected with the precast pipe piles. The prefabricated pipe pile and the horizontal bearing platform structure are mutually anchored through a core grouting connecting system; according to the device, the bearing platform plate foundation and the pile group foundation jointly bear vertical loads and horizontal loads, the bearing capacity of the foundations can be effectively improved, the site construction difficulty is low, the total amount of foundation engineering is low, the bearing capacity is high, and the application range is wide.
一种新型斜柱承台板群预制桩复合基础及施工方法，包括主柱、水平承台结构、灌芯连接系统和预制管桩，水平承台结构的上端面连接有主柱，所述主柱的端部安设有角钢，水平承台结构的下端面连接有预制管桩，所述预制管桩和水平承台结构之间通过灌芯连接系统相互锚固；该装置通过承台板基础和群桩基础共同承担竖向荷载和水平荷载，能够有效提高基础的承载力，并且现场施工难度较低且基础工程总量较低、承载力高且适用范围广泛。
Novel batter post bearing platform plate-group precast pile composite foundation and construction method
一种新型斜柱承台板-群预制桩复合基础及施工方法
YIN ZHIQIANG (author) / CHEN WEIBO (author) / PENG GUOYONG (author) / REN CHONGFENG (author) / HUANG XUEMING (author) / LI LEI (author) / WANG XIAOBO (author) / KANG JUN-WON (author) / ZHAO YUANQIANG (author) / WEI AIJUN (author)
2023-05-16
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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