Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated pier column structure and construction method thereof
The invention relates to the technical field of pier column construction, and particularly discloses a fabricated pier column structure and a construction method thereof. A bearing platform comprises pre-buried steel bars and first pre-buried steel pipes; the first standard knot is provided with a second pre-embedded steel pipe and a third pre-embedded steel pipe which are connected to a first steel pipe socket of the first pre-embedded steel pipe and sleeved outside the reinforcing steel bar; the second standard section is provided with a fourth embedded steel pipe and a fifth embedded steel pipe; the fourth embedded steel pipe is connected to a second steel pipe socket of the second embedded steel pipe; the fifth pre-embedded steel pipe is connected to the first tensioning notch of the third pre-embedded steel pipe; the first standard knots and the second standard knots are arranged in a staggered and overlapped mode. The pier cap is provided with a sixth embedded steel pipe which is connected to the second steel pipe socket or the third steel pipe socket. The first standard knots and the second standard knots are alternately installed, and the whole pier column is installed in cooperation with the bearing platform and the pier cap; and the first standard section and the second standard section are prefabricated, so that the working efficiency is improved, and meanwhile, different pier column heights are also adapted.
本发明涉及墩柱施工技术领域，具体公开了一种装配式墩柱结构及其施工方法，承台包括预埋的钢筋和第一预埋钢管；第一标准节设有第二预埋钢管和第三预埋钢管，均连接至第一预埋钢管的第一钢管承口，并套装在钢筋外；第二标准节设有第四预埋钢管和第五预埋钢管；第四预埋钢管连接至第二预埋钢管的第二钢管承口；第五预埋钢管连接至第三预埋钢管的第一张拉槽口；第一标准节和第二标准节设有若干个，且交错叠加设置；墩帽设有第六预埋钢管，连接至第二钢管承口或者第三钢管承口。本发明通过第一标准节和第二标准节交替安装，配合承台以及墩帽完成整体墩柱安装；第一标准节和第二标准节采用预制的方式，在提高工作效率的同时也适应不同的墩柱高度。
Fabricated pier column structure and construction method thereof
The invention relates to the technical field of pier column construction, and particularly discloses a fabricated pier column structure and a construction method thereof. A bearing platform comprises pre-buried steel bars and first pre-buried steel pipes; the first standard knot is provided with a second pre-embedded steel pipe and a third pre-embedded steel pipe which are connected to a first steel pipe socket of the first pre-embedded steel pipe and sleeved outside the reinforcing steel bar; the second standard section is provided with a fourth embedded steel pipe and a fifth embedded steel pipe; the fourth embedded steel pipe is connected to a second steel pipe socket of the second embedded steel pipe; the fifth pre-embedded steel pipe is connected to the first tensioning notch of the third pre-embedded steel pipe; the first standard knots and the second standard knots are arranged in a staggered and overlapped mode. The pier cap is provided with a sixth embedded steel pipe which is connected to the second steel pipe socket or the third steel pipe socket. The first standard knots and the second standard knots are alternately installed, and the whole pier column is installed in cooperation with the bearing platform and the pier cap; and the first standard section and the second standard section are prefabricated, so that the working efficiency is improved, and meanwhile, different pier column heights are also adapted.
本发明涉及墩柱施工技术领域，具体公开了一种装配式墩柱结构及其施工方法，承台包括预埋的钢筋和第一预埋钢管；第一标准节设有第二预埋钢管和第三预埋钢管，均连接至第一预埋钢管的第一钢管承口，并套装在钢筋外；第二标准节设有第四预埋钢管和第五预埋钢管；第四预埋钢管连接至第二预埋钢管的第二钢管承口；第五预埋钢管连接至第三预埋钢管的第一张拉槽口；第一标准节和第二标准节设有若干个，且交错叠加设置；墩帽设有第六预埋钢管，连接至第二钢管承口或者第三钢管承口。本发明通过第一标准节和第二标准节交替安装，配合承台以及墩帽完成整体墩柱安装；第一标准节和第二标准节采用预制的方式，在提高工作效率的同时也适应不同的墩柱高度。
Fabricated pier column structure and construction method thereof
一种装配式墩柱结构及其施工方法
LIU XIANG (Autor:in) / HUANG XINLONG (Autor:in) / TANG HAIBIN (Autor:in) / YIN ZHENGPAN (Autor:in) / YANG XIGUI (Autor:in) / ZHANG HAONAN (Autor:in) / DING ZHONGYU (Autor:in)
05.12.2023
Patent
Elektronische Ressource
Chinesisch
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