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Storage tank energy dissipation and shock absorption pile cap and construction method thereof
The invention discloses a storage tank energy dissipation and shock absorption pile cap and a construction method thereof.The storage tank energy dissipation and shock absorption pile cap comprises a concrete pile cap body and a cast-in-place pile, the concrete pile cap body is arranged on a cast-in-place pile head, a sliding block is arranged between the concrete pile cap body and the cast-in-place pile head, and pile cap shock absorption rubber is connected to the concrete pile cap body; the pile cap cushioning rubber abuts against the pile head of the cast-in-place pile, a rubber shock isolation assembly is arranged on the concrete pile cap, an upper bearing platform is connected to the rubber shock isolation assembly, and a storage tank is arranged on the upper bearing platform so that energy dissipation and shock absorption of the storage tank can be achieved. The energy dissipation and shock absorption pile cap of the storage tank has high multiple horizontal shock absorption capacity and high support stability, and the high-strength concrete pile cap is flexible in design and has good horizontal shock insulation and vertical pulling resistance capacity; meanwhile, under the rare occurrence earthquake, the effects of shock insulation, energy dissipation and limiting can be achieved, the on-site project progress is not affected, the construction flexibility is improved, and the device is suitable for the factory environment with the poor earthquake condition and address condition.
本发明公开了一种储罐消能减震桩帽及其施工方法,该储罐消能减震桩帽包括混凝土桩帽和灌注桩,灌注桩桩头上设置有混凝土桩帽,混凝土桩帽与灌注桩桩头之间设置有滑块,混凝土桩帽上连接有桩帽缓震橡胶,桩帽缓震橡胶抵接在灌注桩桩头上,混凝土桩帽上设有橡胶隔震组件,橡胶隔振组件上连接有上部承台,上部承台上设有储罐,以使储罐消能减震。本发明提供的储罐消能减震桩帽具有较强的多重水平减震能力,并具有较强的支座稳定性,高强度的混凝土桩帽设计灵活,具有较好地水平向隔震和竖向抗拔能力;同时罕遇地震下,可以起到隔震、消能和限位的作用,并且不影响现场工程进度,提高了施工的灵活性,并适用于地震条件和地址条件较差的厂区环境。
Storage tank energy dissipation and shock absorption pile cap and construction method thereof
The invention discloses a storage tank energy dissipation and shock absorption pile cap and a construction method thereof.The storage tank energy dissipation and shock absorption pile cap comprises a concrete pile cap body and a cast-in-place pile, the concrete pile cap body is arranged on a cast-in-place pile head, a sliding block is arranged between the concrete pile cap body and the cast-in-place pile head, and pile cap shock absorption rubber is connected to the concrete pile cap body; the pile cap cushioning rubber abuts against the pile head of the cast-in-place pile, a rubber shock isolation assembly is arranged on the concrete pile cap, an upper bearing platform is connected to the rubber shock isolation assembly, and a storage tank is arranged on the upper bearing platform so that energy dissipation and shock absorption of the storage tank can be achieved. The energy dissipation and shock absorption pile cap of the storage tank has high multiple horizontal shock absorption capacity and high support stability, and the high-strength concrete pile cap is flexible in design and has good horizontal shock insulation and vertical pulling resistance capacity; meanwhile, under the rare occurrence earthquake, the effects of shock insulation, energy dissipation and limiting can be achieved, the on-site project progress is not affected, the construction flexibility is improved, and the device is suitable for the factory environment with the poor earthquake condition and address condition.
本发明公开了一种储罐消能减震桩帽及其施工方法,该储罐消能减震桩帽包括混凝土桩帽和灌注桩,灌注桩桩头上设置有混凝土桩帽,混凝土桩帽与灌注桩桩头之间设置有滑块,混凝土桩帽上连接有桩帽缓震橡胶,桩帽缓震橡胶抵接在灌注桩桩头上,混凝土桩帽上设有橡胶隔震组件,橡胶隔振组件上连接有上部承台,上部承台上设有储罐,以使储罐消能减震。本发明提供的储罐消能减震桩帽具有较强的多重水平减震能力,并具有较强的支座稳定性,高强度的混凝土桩帽设计灵活,具有较好地水平向隔震和竖向抗拔能力;同时罕遇地震下,可以起到隔震、消能和限位的作用,并且不影响现场工程进度,提高了施工的灵活性,并适用于地震条件和地址条件较差的厂区环境。
Storage tank energy dissipation and shock absorption pile cap and construction method thereof
一种储罐消能减震桩帽及其施工方法
SU JUAN (author) / CHEN CHENG (author) / JIANG YONGSHENG (author) / TONG SHUXI (author) / FU YU (author) / SU LONGLONG (author) / SU JINGWEI (author) / CHEN XU (author) / ZHU GUANGHUI (author) / ZHANG JINCHI (author)
2024-08-23
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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