Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
High-pile wharf cast-in-place cross beam bottom die supporting device and construction method thereof
The invention discloses a long-piled wharf cast-in-place cross beam bottom die supporting device and a construction method thereof, and relates to the technical field of long-piled wharf cast-in-place cross beam bottom dies, in particular to the long-piled wharf cast-in-place cross beam bottom die supporting device and the construction method thereof. Comprising a plurality of prestressed large pipe piles arranged in the axis direction of a single-row pile foundation, and supporting channel steel is pre-buried in pile core concrete of the prestressed large pipe piles in advance; a carrying pole beam is arranged at the top of the supporting channel steel; reverse hanging round steel is arranged at the two ends of the carrying pole beam; an adjusting nut is arranged at the top of the reverse hanging round steel, and the bottom of the reverse hanging round steel penetrates through the supporting main beam and is arranged at the bottom of the supporting main beam; the supporting main beams are located on the two sides of the large prestressed pipe pile. The invention has the positive effects of effectively prolonging the operation time, reducing the influence of the tide level on the construction and improving the construction efficiency in the construction operation which is seriously affected by the tide level.
高桩码头现浇横梁底模支撑装置及其施工工法，涉及高桩码头现浇横梁底模技术领域，特别涉及一种高桩码头现浇横梁底模支撑装置及其施工工法。包括沿单排桩基的轴线方向设置的多个预应力大管桩，所述预应力大管桩的桩芯混凝土中提前预埋支撑槽钢；所述支撑槽钢的顶部设置扁担梁；所述扁担梁的两端设置有反吊圆钢；所述反吊圆钢的顶部设置有调节螺母，反吊圆钢的底部穿过支撑主梁并设置在支撑主梁底部；所述支撑主梁位于预应力大管桩的两侧。本发明具有在受潮位影响严重的施工作业中，有效延长作业时长，降低潮位对施工的影响，提高施工效率的积极效果。
High-pile wharf cast-in-place cross beam bottom die supporting device and construction method thereof
The invention discloses a long-piled wharf cast-in-place cross beam bottom die supporting device and a construction method thereof, and relates to the technical field of long-piled wharf cast-in-place cross beam bottom dies, in particular to the long-piled wharf cast-in-place cross beam bottom die supporting device and the construction method thereof. Comprising a plurality of prestressed large pipe piles arranged in the axis direction of a single-row pile foundation, and supporting channel steel is pre-buried in pile core concrete of the prestressed large pipe piles in advance; a carrying pole beam is arranged at the top of the supporting channel steel; reverse hanging round steel is arranged at the two ends of the carrying pole beam; an adjusting nut is arranged at the top of the reverse hanging round steel, and the bottom of the reverse hanging round steel penetrates through the supporting main beam and is arranged at the bottom of the supporting main beam; the supporting main beams are located on the two sides of the large prestressed pipe pile. The invention has the positive effects of effectively prolonging the operation time, reducing the influence of the tide level on the construction and improving the construction efficiency in the construction operation which is seriously affected by the tide level.
高桩码头现浇横梁底模支撑装置及其施工工法，涉及高桩码头现浇横梁底模技术领域，特别涉及一种高桩码头现浇横梁底模支撑装置及其施工工法。包括沿单排桩基的轴线方向设置的多个预应力大管桩，所述预应力大管桩的桩芯混凝土中提前预埋支撑槽钢；所述支撑槽钢的顶部设置扁担梁；所述扁担梁的两端设置有反吊圆钢；所述反吊圆钢的顶部设置有调节螺母，反吊圆钢的底部穿过支撑主梁并设置在支撑主梁底部；所述支撑主梁位于预应力大管桩的两侧。本发明具有在受潮位影响严重的施工作业中，有效延长作业时长，降低潮位对施工的影响，提高施工效率的积极效果。
High-pile wharf cast-in-place cross beam bottom die supporting device and construction method thereof
高桩码头现浇横梁底模支撑装置及其施工工法
ZHAO KUN (Autor:in) / GE WEN (Autor:in) / WANG LIPING (Autor:in) / WANG CHUNPENG (Autor:in) / BIE ZHENJIANG (Autor:in) / LI WEI (Autor:in) / WANG PEIDONG (Autor:in)
17.11.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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