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A platform for research: civil engineering, architecture and urbanism
Bridge abutment construction method, bridge pier construction method and bridge construction method
The invention discloses a bridge abutment construction method, a bridge pier construction method and a bridge construction method. The bridge abutment construction method comprises the following steps that S1, the deviation value of the position of an actual bridge abutment pile foundation is determined; s2, when the deviation value is smaller than a limit value, S21, the bridge abutment is poured according to the preset bridge abutment position; and when the deviation value is greater than the limit value, S22, pouring the bridge abutment according to the actual position of the pile foundation of the bridge abutment. According to the technical scheme, when the position deviation of the actual bridge abutment pile foundation is larger than the limit value, the bridge abutment is poured according to the actual position of the bridge abutment pile foundation, so that the vertical load of the bridge abutment is evenly borne by the bridge abutment pile foundation, the eccentric load problem is avoided, the influence of construction conditions and site limitation is avoided, and the construction efficiency is improved. And the stability of the bridge structure can be better ensured.
本申请公开了一种桥台施工方法、桥墩施工方法以及桥梁施工方法，包括以下步骤：S1、确定实际的桥台桩基的位置的偏差值；S2、当所述偏差值小于限定值时，包括S21，按照预定的桥台位置浇筑桥台；当所述偏差值大于限定值时，包括S22，按照实际的桥台桩基位置浇筑桥台。根据本申请的技术方案，当实际的桥台桩基的位置偏差大于限定值时按照实际的桥台桩基位置浇筑桥台，使得桥台的竖向荷载被桥台桩基均匀的承担，避免了偏心荷载问题，并且不受施工条件与场地限制的影响，能够更好地保证桥梁结构的稳定。
Bridge abutment construction method, bridge pier construction method and bridge construction method
The invention discloses a bridge abutment construction method, a bridge pier construction method and a bridge construction method. The bridge abutment construction method comprises the following steps that S1, the deviation value of the position of an actual bridge abutment pile foundation is determined; s2, when the deviation value is smaller than a limit value, S21, the bridge abutment is poured according to the preset bridge abutment position; and when the deviation value is greater than the limit value, S22, pouring the bridge abutment according to the actual position of the pile foundation of the bridge abutment. According to the technical scheme, when the position deviation of the actual bridge abutment pile foundation is larger than the limit value, the bridge abutment is poured according to the actual position of the bridge abutment pile foundation, so that the vertical load of the bridge abutment is evenly borne by the bridge abutment pile foundation, the eccentric load problem is avoided, the influence of construction conditions and site limitation is avoided, and the construction efficiency is improved. And the stability of the bridge structure can be better ensured.
本申请公开了一种桥台施工方法、桥墩施工方法以及桥梁施工方法，包括以下步骤：S1、确定实际的桥台桩基的位置的偏差值；S2、当所述偏差值小于限定值时，包括S21，按照预定的桥台位置浇筑桥台；当所述偏差值大于限定值时，包括S22，按照实际的桥台桩基位置浇筑桥台。根据本申请的技术方案，当实际的桥台桩基的位置偏差大于限定值时按照实际的桥台桩基位置浇筑桥台，使得桥台的竖向荷载被桥台桩基均匀的承担，避免了偏心荷载问题，并且不受施工条件与场地限制的影响，能够更好地保证桥梁结构的稳定。
Bridge abutment construction method, bridge pier construction method and bridge construction method
桥台施工方法、桥墩施工方法以及桥梁施工方法
WANG LIN (author) / XU YUNCHAO (author) / LI YANG (author) / HOU YUEHUA (author) / WANG YUHONG (author) / LIU KUAN (author) / LI HAITAO (author) / ZHANG KANGKANG (author) / LI ZHIGANG (author) / SU HANG (author)
2023-09-12
Patent
Electronic Resource
Chinese
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