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Semi-flexible adjustable hoop for capping beam construction and installation method
The invention discloses a semi-flexible adjustable hoop for capping beam construction and a mounting method. The hoop comprises a steel plate strip, a flexible plate strip, a pre-tightening plate assembly and an adjusting connecting assembly. The two ends of each flexible plate strip are adjustably connected to the two corresponding adjacent steel plate strips through adjusting connecting pieces correspondingly, and the multiple steel plate strips and the flexible plate strips are connected at intervals to form a semicircular hoop unit. Steel plate strips are arranged at the two ends of each hoop unit, pre-tightening plate assemblies are connected to the steel plate strips located at the two ends of each hoop unit, the hoop units are symmetrically spliced and connected in a pre-tightening mode through the pre-tightening plate assemblies, and the annular hoop matched with the bent cap pier column needing to be constructed is formed. The invention relates to the technical field of bridge construction, and can solve the problems that a hoop in the prior art needs to be customized according to the size of a pier column, cannot be recycled, is high in cost and affects the construction period.
本发明公开了一种盖梁施工用半柔性可调抱箍及安装方法,该抱箍包括钢板带、柔性板带、预紧板组件和调节连接组件;柔性板带的两端分别通过调节连接件可调节式连接在相邻两块钢板带上,若干块钢板带与柔性板带间隔连接,形成半圆环形的抱箍单元;抱箍单元的两端均为钢板带,且位于抱箍单元两端的钢板带上均连接有预紧板组件,一对抱箍单元对称拼接并通过预紧板组件预紧连接,形成与所需施工的盖梁墩柱相匹配的圆环形抱箍。本发明涉及桥梁施工技术领域,能够解决现有技术中抱箍需要根据墩柱尺寸定制、无法周转使用、成本高、影响工期等问题。
Semi-flexible adjustable hoop for capping beam construction and installation method
The invention discloses a semi-flexible adjustable hoop for capping beam construction and a mounting method. The hoop comprises a steel plate strip, a flexible plate strip, a pre-tightening plate assembly and an adjusting connecting assembly. The two ends of each flexible plate strip are adjustably connected to the two corresponding adjacent steel plate strips through adjusting connecting pieces correspondingly, and the multiple steel plate strips and the flexible plate strips are connected at intervals to form a semicircular hoop unit. Steel plate strips are arranged at the two ends of each hoop unit, pre-tightening plate assemblies are connected to the steel plate strips located at the two ends of each hoop unit, the hoop units are symmetrically spliced and connected in a pre-tightening mode through the pre-tightening plate assemblies, and the annular hoop matched with the bent cap pier column needing to be constructed is formed. The invention relates to the technical field of bridge construction, and can solve the problems that a hoop in the prior art needs to be customized according to the size of a pier column, cannot be recycled, is high in cost and affects the construction period.
本发明公开了一种盖梁施工用半柔性可调抱箍及安装方法,该抱箍包括钢板带、柔性板带、预紧板组件和调节连接组件;柔性板带的两端分别通过调节连接件可调节式连接在相邻两块钢板带上,若干块钢板带与柔性板带间隔连接,形成半圆环形的抱箍单元;抱箍单元的两端均为钢板带,且位于抱箍单元两端的钢板带上均连接有预紧板组件,一对抱箍单元对称拼接并通过预紧板组件预紧连接,形成与所需施工的盖梁墩柱相匹配的圆环形抱箍。本发明涉及桥梁施工技术领域,能够解决现有技术中抱箍需要根据墩柱尺寸定制、无法周转使用、成本高、影响工期等问题。
Semi-flexible adjustable hoop for capping beam construction and installation method
盖梁施工用半柔性可调抱箍及安装方法
WANG JINGYE (author) / ZHAO CHONG (author) / GAO SHUQING (author) / WANG SHAOJIAN (author) / LI XING (author)
2024-06-07
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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