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Cross beam cast-in-place construction technology for long-piled wharf construction
The invention relates to the technical field of cross beam cast-in-place, and discloses a cross beam cast-in-place construction process for high-pile wharf construction, which comprises the following steps: S1, mounting a steel hoop with the height of 35cm at the top of a pile foundation, and reversely hanging a main beam with the assistance of round steel with the diameter phi of 32mm to form a bottom die; according to the method, it can be guaranteed that cast-in-place lower cross beam concrete is poured at a time, construction joints are avoided, the overall construction efficiency and the overall construction speed are greatly improved, construction materials can be repeatedly used, and the construction cost is reduced; when the steel hoop is installed, the whole steel hoop can be guided through the existence of a plurality of inclined plates, so that the steel hoop can be more conveniently aligned with the top of a pier column and arranged outside the pier column in a sleeving mode, the situation that a rubber pad is collided and damaged by the top of the pier column can be avoided, and through lubrication of the inclined plates, when the inclined plates slide down along the top of the pier column, the steel hoop is prevented from being damaged. The clamping condition is avoided, it is guaranteed that the inclined plate can smoothly slide down along the pier column, and the hoop can be better installed.
本发明涉及横梁现浇技术领域,且公开了一种高桩码头施工用横梁现浇施工工艺,S1、桩基顶部位置安装35cm高的钢抱箍并辅以φ32mm的圆钢反吊主梁形成底模。本发明能保证现浇下横梁混凝土一次浇注完成,避免施工缝的出现,大大提高整体的施工效率和施工速度,且施工材料可反复利用,降低施工成本;在安装钢抱箍时,通过多个斜板的存在使得能对整个钢抱箍进行引导,使得更加便于钢抱箍与墩柱的顶部对齐,套设在墩柱外,且可使橡胶垫不会出现被墩柱顶部抵触破坏的情况,通过对斜板的润滑,使得斜板沿着墩柱顶部下滑时,不会出现卡顿的情况,保证斜板能顺利的沿着墩柱下滑,更好的进行抱箍的安装。
Cross beam cast-in-place construction technology for long-piled wharf construction
The invention relates to the technical field of cross beam cast-in-place, and discloses a cross beam cast-in-place construction process for high-pile wharf construction, which comprises the following steps: S1, mounting a steel hoop with the height of 35cm at the top of a pile foundation, and reversely hanging a main beam with the assistance of round steel with the diameter phi of 32mm to form a bottom die; according to the method, it can be guaranteed that cast-in-place lower cross beam concrete is poured at a time, construction joints are avoided, the overall construction efficiency and the overall construction speed are greatly improved, construction materials can be repeatedly used, and the construction cost is reduced; when the steel hoop is installed, the whole steel hoop can be guided through the existence of a plurality of inclined plates, so that the steel hoop can be more conveniently aligned with the top of a pier column and arranged outside the pier column in a sleeving mode, the situation that a rubber pad is collided and damaged by the top of the pier column can be avoided, and through lubrication of the inclined plates, when the inclined plates slide down along the top of the pier column, the steel hoop is prevented from being damaged. The clamping condition is avoided, it is guaranteed that the inclined plate can smoothly slide down along the pier column, and the hoop can be better installed.
本发明涉及横梁现浇技术领域,且公开了一种高桩码头施工用横梁现浇施工工艺,S1、桩基顶部位置安装35cm高的钢抱箍并辅以φ32mm的圆钢反吊主梁形成底模。本发明能保证现浇下横梁混凝土一次浇注完成,避免施工缝的出现,大大提高整体的施工效率和施工速度,且施工材料可反复利用,降低施工成本;在安装钢抱箍时,通过多个斜板的存在使得能对整个钢抱箍进行引导,使得更加便于钢抱箍与墩柱的顶部对齐,套设在墩柱外,且可使橡胶垫不会出现被墩柱顶部抵触破坏的情况,通过对斜板的润滑,使得斜板沿着墩柱顶部下滑时,不会出现卡顿的情况,保证斜板能顺利的沿着墩柱下滑,更好的进行抱箍的安装。
Cross beam cast-in-place construction technology for long-piled wharf construction
一种高桩码头施工用横梁现浇施工工艺
OUYANG JIXIANG (author) / HAN JIANHUA (author) / WANG XI (author) / GONG RENFENG (author) / ZHANG YUE (author) / WU HONGHAO (author) / GENG BINGNIAN (author) / ZHANG XIANGLI (author) / CHEN HUALIN (author) / CHENG CONG (author)
2024-12-06
Patent
Electronic Resource
Chinese
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