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Bridge and side span support method construction method thereof
The invention discloses a bridge and a side span support method construction method thereof. The bridge comprises a bridge body, and a first supporting column and a second supporting column are arranged at the left end and the right end of the bridge body correspondingly. A first cast-in-place support and a second cast-in-place support are arranged on the opposite sides of the first supporting column and the second supporting column correspondingly. A first tamping base and a second tamping base are arranged at the bottom of the first cast-in-place support and the bottom of the second cast-in-place support respectively, a first bearing platform and a second bearing platform are further arranged between the first cast-in-place support and the second cast-in-place support, and a first pier column and a second pier column are arranged at the top of the first bearing platform and the top of the second bearing platform respectively. The construction safety coefficient is higher, the construction quality and safety are better guaranteed, the bridge linetype is better controlled, the support counterforce at the strong support position is actually measured and compared with the theoretically calculated counterforce for analysis through a stress meter embedded in a monitoring unit, and the safety of bridge overall construction is guaranteed.
本发明公开了一种桥梁及其边跨支架法施工方法,包括桥梁本体,所述桥梁本体的左右两端分别设有第一支撑柱和第二支撑柱,所述第一支撑柱和第二支撑柱相对的一侧分别设有第一现浇支架和第二现浇支架,所述第一现浇支架和第二现浇支架的底部分别设有第一夯实基座和第二夯实基座,所述第一现浇支架和第二现浇支架之间还设有第一承台和第二承台,所述第一承台和第二承台的顶部分别设有第一墩柱和第二墩柱。施工安全系数更高,施工质量和安全更具保障,桥梁线型更好控制通过监控单位预埋的应力计,实测强支撑处的支架反力与理论计算反力进行对比分析,保证了桥梁整体施工的安全性。
Bridge and side span support method construction method thereof
The invention discloses a bridge and a side span support method construction method thereof. The bridge comprises a bridge body, and a first supporting column and a second supporting column are arranged at the left end and the right end of the bridge body correspondingly. A first cast-in-place support and a second cast-in-place support are arranged on the opposite sides of the first supporting column and the second supporting column correspondingly. A first tamping base and a second tamping base are arranged at the bottom of the first cast-in-place support and the bottom of the second cast-in-place support respectively, a first bearing platform and a second bearing platform are further arranged between the first cast-in-place support and the second cast-in-place support, and a first pier column and a second pier column are arranged at the top of the first bearing platform and the top of the second bearing platform respectively. The construction safety coefficient is higher, the construction quality and safety are better guaranteed, the bridge linetype is better controlled, the support counterforce at the strong support position is actually measured and compared with the theoretically calculated counterforce for analysis through a stress meter embedded in a monitoring unit, and the safety of bridge overall construction is guaranteed.
本发明公开了一种桥梁及其边跨支架法施工方法,包括桥梁本体,所述桥梁本体的左右两端分别设有第一支撑柱和第二支撑柱,所述第一支撑柱和第二支撑柱相对的一侧分别设有第一现浇支架和第二现浇支架,所述第一现浇支架和第二现浇支架的底部分别设有第一夯实基座和第二夯实基座,所述第一现浇支架和第二现浇支架之间还设有第一承台和第二承台,所述第一承台和第二承台的顶部分别设有第一墩柱和第二墩柱。施工安全系数更高,施工质量和安全更具保障,桥梁线型更好控制通过监控单位预埋的应力计,实测强支撑处的支架反力与理论计算反力进行对比分析,保证了桥梁整体施工的安全性。
Bridge and side span support method construction method thereof
一种桥梁及其边跨支架法施工方法
QIU PING (Autor:in) / ZHAO BO (Autor:in) / ZHONG AIJUN (Autor:in) / BIAN FANGYIN (Autor:in) / CHEN ZHEBIN (Autor:in) / FAN PENG (Autor:in) / WANG SHENGKANG (Autor:in)
28.04.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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