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Cast-in-place bent cap support and construction method of cast-in-place bent cap support
The invention discloses a cast-in-place bent cap support. The cast-in-place bent cap support comprises a support body, an unloading block and a jacking device, wherein the unloading block is installed at a bottom end of the support body and used for being borne on a bearing platform; the jacking device is used for being installed on the bearing platform, the jacking device is connected with a bottom end of the support body, and the jacking device is used for driving the support body to ascend and descend. The invention further discloses a construction method of the cast-in-place bent cap support. According to the cast-in-place bent cap support and the construction method of the cast-in-place bent cap support, due to the fact that the unloading block is installed at the bottom end of the support body and borne on the bearing platform, the unloading block is transferred to the land from the high altitude, and the safety risk is reduced; and moreover, dismounting, unloading and elevation adjustment processes are simple and convenient, the operation on land is convenient, and working efficiency is improved.
本发明公开了一种现浇盖梁支架,包括支架主体、卸荷块及顶升装置。卸荷块安装于支架主体的底端,并用于承载在承台上。顶升装置用于安装于承台上,顶升装置与支架主体的底端连接,顶升装置用于驱动支架主体升降。本发明还公开了一种现浇盖梁支架的施工方法。上述现浇盖梁支架及现浇盖梁支架的施工方法,由于卸荷块安装于支架主体的底端,并承载在承台上,卸荷块由高空转到陆地上,降低了安全风险。并且,拆除卸荷和调整标高过程简单方便,且在陆地便于操作,提高了工作效率。
Cast-in-place bent cap support and construction method of cast-in-place bent cap support
The invention discloses a cast-in-place bent cap support. The cast-in-place bent cap support comprises a support body, an unloading block and a jacking device, wherein the unloading block is installed at a bottom end of the support body and used for being borne on a bearing platform; the jacking device is used for being installed on the bearing platform, the jacking device is connected with a bottom end of the support body, and the jacking device is used for driving the support body to ascend and descend. The invention further discloses a construction method of the cast-in-place bent cap support. According to the cast-in-place bent cap support and the construction method of the cast-in-place bent cap support, due to the fact that the unloading block is installed at the bottom end of the support body and borne on the bearing platform, the unloading block is transferred to the land from the high altitude, and the safety risk is reduced; and moreover, dismounting, unloading and elevation adjustment processes are simple and convenient, the operation on land is convenient, and working efficiency is improved.
本发明公开了一种现浇盖梁支架,包括支架主体、卸荷块及顶升装置。卸荷块安装于支架主体的底端,并用于承载在承台上。顶升装置用于安装于承台上,顶升装置与支架主体的底端连接,顶升装置用于驱动支架主体升降。本发明还公开了一种现浇盖梁支架的施工方法。上述现浇盖梁支架及现浇盖梁支架的施工方法,由于卸荷块安装于支架主体的底端,并承载在承台上,卸荷块由高空转到陆地上,降低了安全风险。并且,拆除卸荷和调整标高过程简单方便,且在陆地便于操作,提高了工作效率。
Cast-in-place bent cap support and construction method of cast-in-place bent cap support
现浇盖梁支架及现浇盖梁支架的施工方法
ZHANG DEZHI (Autor:in) / ZENG LEI (Autor:in) / DENG ZHIHUA (Autor:in) / GUO WANZHONG (Autor:in) / CHEN LIANG (Autor:in) / LI NING (Autor:in) / ZHANG XIANG (Autor:in)
26.10.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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