Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated bridge prefabricated pier column and construction method
The invention relates to the technical field of bridge pier columns, in particular to an assembly type bridge prefabricated pier column which comprises a concrete foundation, a prefabricated section is arranged on the concrete foundation, and the prefabricated section is formed by splicing one section or multiple sections; a pier column top section is arranged above the prefabricated section, a cast-in-place section is arranged between the pier column top section and the upper end of the prefabricated section, and the length of the cast-in-place section is determined by the distance between the pier column top section and the prefabricated section; the plurality of prefabricated sections are prefabricated sections with multiple specifications and heights; and the cast-in-place joint is formed by cast-in-place. The invention further discloses a construction method of the fabricated bridge prefabricated pier column. The prefabricated pier column has the effect that the prefabricated pier column can adapt to different height requirements.
本申请涉及一种桥梁墩柱技术领域，尤其是涉及一种装配式桥梁预制墩柱，其包括混凝土基础，所述混凝土基础上设置有预制节，预制节为一节或多节拼装；所述预制节的上方设置有墩柱顶段，所述墩柱顶段与预制节的上端之间设置有现浇节，所述现浇节的长度由墩柱顶段与预制节之间的距离确定；多节所述预制节为预制的多规格高度的预制节；所述现浇节为现场浇筑形成的。本申请还包括一种装配式桥梁预制墩柱的施工方法。本申请具有使预制墩柱适应不同高度需要的效果。
Fabricated bridge prefabricated pier column and construction method
The invention relates to the technical field of bridge pier columns, in particular to an assembly type bridge prefabricated pier column which comprises a concrete foundation, a prefabricated section is arranged on the concrete foundation, and the prefabricated section is formed by splicing one section or multiple sections; a pier column top section is arranged above the prefabricated section, a cast-in-place section is arranged between the pier column top section and the upper end of the prefabricated section, and the length of the cast-in-place section is determined by the distance between the pier column top section and the prefabricated section; the plurality of prefabricated sections are prefabricated sections with multiple specifications and heights; and the cast-in-place joint is formed by cast-in-place. The invention further discloses a construction method of the fabricated bridge prefabricated pier column. The prefabricated pier column has the effect that the prefabricated pier column can adapt to different height requirements.
本申请涉及一种桥梁墩柱技术领域，尤其是涉及一种装配式桥梁预制墩柱，其包括混凝土基础，所述混凝土基础上设置有预制节，预制节为一节或多节拼装；所述预制节的上方设置有墩柱顶段，所述墩柱顶段与预制节的上端之间设置有现浇节，所述现浇节的长度由墩柱顶段与预制节之间的距离确定；多节所述预制节为预制的多规格高度的预制节；所述现浇节为现场浇筑形成的。本申请还包括一种装配式桥梁预制墩柱的施工方法。本申请具有使预制墩柱适应不同高度需要的效果。
Fabricated bridge prefabricated pier column and construction method
一种装配式桥梁预制墩柱及施工方法
WU SEN (Autor:in) / HU HAO (Autor:in) / ZHANG LULU (Autor:in) / LU YINGJIE (Autor:in) / ZHU JIANGPING (Autor:in) / SUN BIN (Autor:in) / HOU RUYAN (Autor:in) / ZHANG XIAOHUI (Autor:in)
30.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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