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Side span counterweight optimization method in box girder construction process
The invention discloses a side span counterweight optimization method in a box girder construction process. The method comprises the following steps: A) carrying out counterweight in a box chamber within a certain range after a certain distance from a girder end to a midspan direction; and B) placing counterweight bodies on flange plates on two sides of the beam top. Compared with the prior art, the bridge floor space can be saved, and follow-up construction is facilitated.
本发明公开了一种箱梁施工过程中边跨配重优化方法,包括包括以下步骤:A)自梁端至跨中方向一定距离后开始,在一定范围内的箱室进行配重;B)梁顶两侧翼缘板上摆放配重体;与现有技术相比,能够节约桥面空间,方便后续施工的进行。
Side span counterweight optimization method in box girder construction process
The invention discloses a side span counterweight optimization method in a box girder construction process. The method comprises the following steps: A) carrying out counterweight in a box chamber within a certain range after a certain distance from a girder end to a midspan direction; and B) placing counterweight bodies on flange plates on two sides of the beam top. Compared with the prior art, the bridge floor space can be saved, and follow-up construction is facilitated.
本发明公开了一种箱梁施工过程中边跨配重优化方法,包括包括以下步骤:A)自梁端至跨中方向一定距离后开始,在一定范围内的箱室进行配重;B)梁顶两侧翼缘板上摆放配重体;与现有技术相比,能够节约桥面空间,方便后续施工的进行。
Side span counterweight optimization method in box girder construction process
一种箱梁施工过程中边跨配重优化方法
WANG YAN (Autor:in) / JIN SEN (Autor:in) / XIA HAIBIN (Autor:in) / CHEN YONGJIAN (Autor:in) / LUO HONGMEI (Autor:in)
02.11.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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