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Steel anchor beam pre-installation construction method
The invention relates to the technical field of bridge engineering construction, and discloses a steel anchor beam pre-installation construction method which comprises the following steps: S1, performing trial assembly for many times in a factory to ensure that the size and the shape of a steel anchor beam completely meet design requirements, and introducing a third-party detection mechanism for independent inspection, it is ensured that various indexes of the geometric dimension, the board flatness and the butt joint deviation are qualified; s2, a high-precision total station or a laser locator is used for confirming the position of the embedded part, and a measured data automatic recording and analyzing system is adopted for timely perceiving so as to correct errors; and S3, the stainless steel plate is precisely machined through a numerical control machine tool. By introducing high-precision equipment and complex algorithm control, the traceability and controllability of quality are realized, the material waste is reduced, the construction risk and cost are reduced, meanwhile, the safety and durability of the structure are enhanced, each step in the construction process is ensured to strictly meet the design requirements, and the overall quality of a project is improved.
本发明涉及桥梁工程施工技术领域,公开一种钢锚梁预安装施工方法,包括如下步骤:S1、在工厂内进行多次试拼装,确保钢锚梁的尺寸和形状完全符合设计要求,且引入第三方检测机构进行独立检验,确保几何尺寸、板面平整度和对接偏差的各项指标合格;S2、使用高精度全站仪或激光定位仪进行预埋件位置确认,且采用测量数据自动记录和分析系统,及时察觉,以纠正误差;S3、使用数控机床对不锈钢板进行精密加工。通过引入高精度设备和复杂算法控制,实现质量的可追溯性和可控性,减少材料浪费,降低施工风险和成本,同时,增强结构的安全性和耐久性,确保施工过程中的各步骤严格符合设计要求,提升工程的整体质量。
Steel anchor beam pre-installation construction method
The invention relates to the technical field of bridge engineering construction, and discloses a steel anchor beam pre-installation construction method which comprises the following steps: S1, performing trial assembly for many times in a factory to ensure that the size and the shape of a steel anchor beam completely meet design requirements, and introducing a third-party detection mechanism for independent inspection, it is ensured that various indexes of the geometric dimension, the board flatness and the butt joint deviation are qualified; s2, a high-precision total station or a laser locator is used for confirming the position of the embedded part, and a measured data automatic recording and analyzing system is adopted for timely perceiving so as to correct errors; and S3, the stainless steel plate is precisely machined through a numerical control machine tool. By introducing high-precision equipment and complex algorithm control, the traceability and controllability of quality are realized, the material waste is reduced, the construction risk and cost are reduced, meanwhile, the safety and durability of the structure are enhanced, each step in the construction process is ensured to strictly meet the design requirements, and the overall quality of a project is improved.
本发明涉及桥梁工程施工技术领域,公开一种钢锚梁预安装施工方法,包括如下步骤:S1、在工厂内进行多次试拼装,确保钢锚梁的尺寸和形状完全符合设计要求,且引入第三方检测机构进行独立检验,确保几何尺寸、板面平整度和对接偏差的各项指标合格;S2、使用高精度全站仪或激光定位仪进行预埋件位置确认,且采用测量数据自动记录和分析系统,及时察觉,以纠正误差;S3、使用数控机床对不锈钢板进行精密加工。通过引入高精度设备和复杂算法控制,实现质量的可追溯性和可控性,减少材料浪费,降低施工风险和成本,同时,增强结构的安全性和耐久性,确保施工过程中的各步骤严格符合设计要求,提升工程的整体质量。
Steel anchor beam pre-installation construction method
一种钢锚梁预安装施工方法
ZHANG PAN (author) / YU ZHENGHUA (author) / TAN NINGBO (author) / ZHAO TIANTIAN (author) / LI CAN (author) / LUO GANG (author) / WEI QINGZHU (author) / ZHANG XIAOLEI (author) / LIU TIAN (author) / PENG JIAN (author)
2024-12-20
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
/
G01D
MEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE
,
Anzeigen oder Aufzeichnen in Verbindung mit Messen allgemein
/
G06F
ELECTRIC DIGITAL DATA PROCESSING
,
Elektrische digitale Datenverarbeitung
/
G06N
COMPUTER SYSTEMS BASED ON SPECIFIC COMPUTATIONAL MODELS
,
Rechnersysteme, basierend auf spezifischen Rechenmodellen
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