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Prefabricated bearing platform suitable for offshore wind power high pile bearing platform foundation construction and construction method
The invention discloses a prefabricated bearing platform suitable for offshore wind power high pile bearing platform foundation construction and a construction method. A tower drum connecting device (2) is welded to the top of a bearing platform main body (1), steel pipe pile butt joint holes are reserved below the two sides of the bearing platform main body (1), steel pipe piles (5) penetrate through the steel pipe pile butt joint holes and stretch into the lower portion of the bearing platform main body (1), plugging devices (6) are arranged between the steel pipe piles (5) and the steel pipe pile butt joint holes, reserved space sealing is achieved through the plugging devices (6), grouting guide pipes (3) are arranged on the left side and the right side of the bearing platform main body (1) correspondingly and communicate with the steel pipe pile butt joint holes, grouting materials (4) are input into the steel pipe pile butt joint holes through the grouting guide pipes (3), and the steel pipe piles (5) and the bearing platform main body (1) are solidified to form an integral prefabricated bearing platform.
一种适用于海上风电高桩承台基础施工的预制承台及施工方法,其中,塔筒连接装置(2)焊接设置于承台主体(1)的顶部;承台主体(1)两侧下方预留钢管桩对接孔洞,钢管桩(5)穿过钢管桩对接孔洞伸入到承台主体(1)下方内部;钢管桩(5)和钢管桩对接孔洞之间设置有封堵装置(6),封堵装置(6)实现预留空间密封;承台主体(1)的左右两侧分别设置有灌浆导管(3),灌浆导管(3)连通于钢管桩对接孔洞,灌浆料(4)通过灌浆导管(3)输入钢管桩对接孔洞,将钢管桩(5)与承台主体(1)凝固形成整体预制承台。
Prefabricated bearing platform suitable for offshore wind power high pile bearing platform foundation construction and construction method
The invention discloses a prefabricated bearing platform suitable for offshore wind power high pile bearing platform foundation construction and a construction method. A tower drum connecting device (2) is welded to the top of a bearing platform main body (1), steel pipe pile butt joint holes are reserved below the two sides of the bearing platform main body (1), steel pipe piles (5) penetrate through the steel pipe pile butt joint holes and stretch into the lower portion of the bearing platform main body (1), plugging devices (6) are arranged between the steel pipe piles (5) and the steel pipe pile butt joint holes, reserved space sealing is achieved through the plugging devices (6), grouting guide pipes (3) are arranged on the left side and the right side of the bearing platform main body (1) correspondingly and communicate with the steel pipe pile butt joint holes, grouting materials (4) are input into the steel pipe pile butt joint holes through the grouting guide pipes (3), and the steel pipe piles (5) and the bearing platform main body (1) are solidified to form an integral prefabricated bearing platform.
一种适用于海上风电高桩承台基础施工的预制承台及施工方法,其中,塔筒连接装置(2)焊接设置于承台主体(1)的顶部;承台主体(1)两侧下方预留钢管桩对接孔洞,钢管桩(5)穿过钢管桩对接孔洞伸入到承台主体(1)下方内部;钢管桩(5)和钢管桩对接孔洞之间设置有封堵装置(6),封堵装置(6)实现预留空间密封;承台主体(1)的左右两侧分别设置有灌浆导管(3),灌浆导管(3)连通于钢管桩对接孔洞,灌浆料(4)通过灌浆导管(3)输入钢管桩对接孔洞,将钢管桩(5)与承台主体(1)凝固形成整体预制承台。
Prefabricated bearing platform suitable for offshore wind power high pile bearing platform foundation construction and construction method
一种适用于海上风电高桩承台基础施工的预制承台及施工方法
ZHANG BAOZHI (author) / MAO YILEI (author) / DU RUIGANG (author) / TIAN BOYU (author) / YU LINA (author) / QIN ZHIKAI (author)
2020-10-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
/
B28B
Formgeben von Ton oder anderen keramischen Stoffzusammensetzungen, Schlacke oder von Mischungen, die zementartiges Material enthalten, z.B. Putzmörtel
,
SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
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