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Special-shaped cast-in-place bridge hanging plate construction structure and construction method thereof
The invention discloses a special-shaped cast-in-place bridge hanging plate construction structure and a construction method thereof. The construction structure comprises a plurality of sections of inner side steel molds, a plurality of sections of outer side steel molds and a segmented sliding template at the bottom, the tops and the middles of the inner side steel die and the outer side steel mold are connected through a first fixing screw and a second fixing screw respectively, a fixing rod is hinged to the middle of the inner side steel mold and fixed to an existing structural road beam, the segmented sliding formwork is connected to the bottom of the outer side steel die in a sliding mode, and the gap between the segmented sliding formwork and the beam bottom can be adjusted. The problem of slurry leakage at the beam bottom contact part is solved, and the structural stability of the steel film and the curve adjustability of the curve mounting adjacent part are realized.
本发明公开了一种异型现浇桥梁挂板施工结构及其施工方法,包括多段内侧钢模、多段外侧钢模以及底部的分段滑动模板,所述内侧钢模和所述外侧钢模顶部和中部分别通过第一固定螺杆和第二固定螺杆连接,所述内侧钢模中部铰接固定杆,固定杆与现有结构道梁进行固定,所述分段滑动模板滑动连接在外侧钢模底部,可调节与梁底之间的间隙。本发明解决梁底接触部位漏浆问题,实现钢膜自身结构稳定性及曲线安装相邻部位的曲线可调。
Special-shaped cast-in-place bridge hanging plate construction structure and construction method thereof
The invention discloses a special-shaped cast-in-place bridge hanging plate construction structure and a construction method thereof. The construction structure comprises a plurality of sections of inner side steel molds, a plurality of sections of outer side steel molds and a segmented sliding template at the bottom, the tops and the middles of the inner side steel die and the outer side steel mold are connected through a first fixing screw and a second fixing screw respectively, a fixing rod is hinged to the middle of the inner side steel mold and fixed to an existing structural road beam, the segmented sliding formwork is connected to the bottom of the outer side steel die in a sliding mode, and the gap between the segmented sliding formwork and the beam bottom can be adjusted. The problem of slurry leakage at the beam bottom contact part is solved, and the structural stability of the steel film and the curve adjustability of the curve mounting adjacent part are realized.
本发明公开了一种异型现浇桥梁挂板施工结构及其施工方法,包括多段内侧钢模、多段外侧钢模以及底部的分段滑动模板,所述内侧钢模和所述外侧钢模顶部和中部分别通过第一固定螺杆和第二固定螺杆连接,所述内侧钢模中部铰接固定杆,固定杆与现有结构道梁进行固定,所述分段滑动模板滑动连接在外侧钢模底部,可调节与梁底之间的间隙。本发明解决梁底接触部位漏浆问题,实现钢膜自身结构稳定性及曲线安装相邻部位的曲线可调。
Special-shaped cast-in-place bridge hanging plate construction structure and construction method thereof
一种异型现浇桥梁挂板施工结构及其施工方法
XU PAN (Autor:in) / XU JUN (Autor:in) / GONG JUN (Autor:in) / YANG DUOJIAO (Autor:in) / YANG DEZHI (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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