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Construction method of bridge engineering support steel base plate
The invention discloses a construction method of a bridge engineering support steel base plate. The method specifically comprises the following steps that s1, construction preparation is conducted; comprising the steps that a steel base plate is preprocessed, a connecting piece is preprocessed, and a main rib is preprocessed; two rows of stirrup mounting grooves are symmetrically formed in the upper surface of the steel base plate, and a plurality of main reinforcement mounting grooves are formed in one side face of the steel base plate; s2, the steel base plates are connected with the main reinforcements; each main reinforcement is sleeved with a connecting piece, then the threaded section of each main reinforcement is inserted into the corresponding main reinforcement mounting groove, gaps between the main reinforcements and the main reinforcement mounting grooves are filled with adhesive glue, and finally the connecting pieces are screwed; s3, the steel base plates are connected with the stirrups; the two ends of each stirrup are welded into the corresponding stirrup mounting grooves correspondingly; and s4, concrete pouring. According to the construction method, the welding workload is greatly reduced, some bridge diseases caused by the welding quality problem are avoided, the waste of reinforcing steel bars is reduced, in addition, the steel base plate can be leveled more easily, and the construction quality is easy to control.
本发明公开了一种桥梁工程支座钢垫板的施工方法,该方法具体包括如下步骤:s1.施工准备;包括对钢垫板进行预加工、对连接件进行预加工以及对主筋进行预加工;所述钢垫板的上表面对称的设有两列箍筋安装槽,钢垫板的一侧面设有若干主筋安装槽;s2.钢垫板与主筋连接;在每个主筋上套有连接件,然后分别将每个主筋的螺纹区段插入对应的主筋安装槽里,在主筋与主筋安装槽的缝隙里填充粘结胶,最后旋拧连接件;s3.钢垫板与箍筋连接;将每个箍筋的两端分别焊接在对应的箍筋安装槽里;s4.混凝土浇筑。该施工方法大大减少了焊接作业量,避免了由于焊接质量问题导致一些桥梁病害,减少了钢筋的浪费,另外,更容易对钢垫板进行调平,施工质量易把控。
Construction method of bridge engineering support steel base plate
The invention discloses a construction method of a bridge engineering support steel base plate. The method specifically comprises the following steps that s1, construction preparation is conducted; comprising the steps that a steel base plate is preprocessed, a connecting piece is preprocessed, and a main rib is preprocessed; two rows of stirrup mounting grooves are symmetrically formed in the upper surface of the steel base plate, and a plurality of main reinforcement mounting grooves are formed in one side face of the steel base plate; s2, the steel base plates are connected with the main reinforcements; each main reinforcement is sleeved with a connecting piece, then the threaded section of each main reinforcement is inserted into the corresponding main reinforcement mounting groove, gaps between the main reinforcements and the main reinforcement mounting grooves are filled with adhesive glue, and finally the connecting pieces are screwed; s3, the steel base plates are connected with the stirrups; the two ends of each stirrup are welded into the corresponding stirrup mounting grooves correspondingly; and s4, concrete pouring. According to the construction method, the welding workload is greatly reduced, some bridge diseases caused by the welding quality problem are avoided, the waste of reinforcing steel bars is reduced, in addition, the steel base plate can be leveled more easily, and the construction quality is easy to control.
本发明公开了一种桥梁工程支座钢垫板的施工方法,该方法具体包括如下步骤:s1.施工准备;包括对钢垫板进行预加工、对连接件进行预加工以及对主筋进行预加工;所述钢垫板的上表面对称的设有两列箍筋安装槽,钢垫板的一侧面设有若干主筋安装槽;s2.钢垫板与主筋连接;在每个主筋上套有连接件,然后分别将每个主筋的螺纹区段插入对应的主筋安装槽里,在主筋与主筋安装槽的缝隙里填充粘结胶,最后旋拧连接件;s3.钢垫板与箍筋连接;将每个箍筋的两端分别焊接在对应的箍筋安装槽里;s4.混凝土浇筑。该施工方法大大减少了焊接作业量,避免了由于焊接质量问题导致一些桥梁病害,减少了钢筋的浪费,另外,更容易对钢垫板进行调平,施工质量易把控。
Construction method of bridge engineering support steel base plate
桥梁工程支座钢垫板的施工方法
HU XIAOZHAN (Autor:in) / ZHANG YUNLONG (Autor:in) / WU HAO (Autor:in) / SONG LANPING (Autor:in) / HU ZHIHUA (Autor:in) / LI BING (Autor:in) / GENG KUO (Autor:in) / GUO BAOLIN (Autor:in)
12.05.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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