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Construction method of batter pile connecting joint of fabricated wharf
The invention relates to the technical field of assembly type wharfs, and discloses a construction method of an inclined pile connecting joint of an assembly type wharf, which comprises the following steps: S1, fixing an inclined pile foundation, and enabling a pile head interface of the pile foundation to be horizontal; the corrugated steel pipes are anchored on the prefabricated cross beams through steel bars; s2, supporting channel steel is connected to the upper end of the channel steel framework; s3, the channel steel framework is placed in the pile foundation, and the supporting channel steel supports the channel steel framework; and S4, the prefabricated cross beam is moved, the supporting channel steel is located in the cross beam cavity, grouting is conducted to the cross beam cavity through the grouting holes, and therefore the pile foundation is connected with the prefabricated cross beam. The prefabricated cross beam and the pile foundation are connected through the steel channel framework and the grouting material, the steel channel framework is designed, the inclined piles can serve as supporting piles to support the prefabricated cross beam, construction steps are simplified, and time and labor are saved.
本发明涉及装配式码头技术领域,且公开了一种装配式码头的斜桩连接节点的施工方法,包括:步骤S1,固定倾斜的桩基,使桩基桩头界面水平;波纹钢管通过钢筋锚固于预制横梁上;步骤S2,将支撑槽钢连接在所述槽钢骨架上端;步骤S3,将槽钢骨架搁置到桩基中,支撑槽钢支撑起槽钢骨架;步骤S4,移动预制横梁,使得支撑槽钢位于横梁空腔,通过注浆孔灌浆至横梁空腔,从而将桩基与预制横梁连接。预制横梁与桩基采用槽钢骨架和灌浆料进行连接,通过对槽钢骨架的进行了设计,可以将斜桩作为支撑桩来支撑预制横梁,实现简化施工步骤,省时省力。
Construction method of batter pile connecting joint of fabricated wharf
The invention relates to the technical field of assembly type wharfs, and discloses a construction method of an inclined pile connecting joint of an assembly type wharf, which comprises the following steps: S1, fixing an inclined pile foundation, and enabling a pile head interface of the pile foundation to be horizontal; the corrugated steel pipes are anchored on the prefabricated cross beams through steel bars; s2, supporting channel steel is connected to the upper end of the channel steel framework; s3, the channel steel framework is placed in the pile foundation, and the supporting channel steel supports the channel steel framework; and S4, the prefabricated cross beam is moved, the supporting channel steel is located in the cross beam cavity, grouting is conducted to the cross beam cavity through the grouting holes, and therefore the pile foundation is connected with the prefabricated cross beam. The prefabricated cross beam and the pile foundation are connected through the steel channel framework and the grouting material, the steel channel framework is designed, the inclined piles can serve as supporting piles to support the prefabricated cross beam, construction steps are simplified, and time and labor are saved.
本发明涉及装配式码头技术领域,且公开了一种装配式码头的斜桩连接节点的施工方法,包括:步骤S1,固定倾斜的桩基,使桩基桩头界面水平;波纹钢管通过钢筋锚固于预制横梁上;步骤S2,将支撑槽钢连接在所述槽钢骨架上端;步骤S3,将槽钢骨架搁置到桩基中,支撑槽钢支撑起槽钢骨架;步骤S4,移动预制横梁,使得支撑槽钢位于横梁空腔,通过注浆孔灌浆至横梁空腔,从而将桩基与预制横梁连接。预制横梁与桩基采用槽钢骨架和灌浆料进行连接,通过对槽钢骨架的进行了设计,可以将斜桩作为支撑桩来支撑预制横梁,实现简化施工步骤,省时省力。
Construction method of batter pile connecting joint of fabricated wharf
一种装配式码头的斜桩连接节点的施工方法
ZHENG LIN (Autor:in) / SHANG MEITAO (Autor:in) / SONG HAIQIAO (Autor:in) / WU FENG (Autor:in) / ZHANG JIAN (Autor:in) / GU YUANYUAN (Autor:in) / GU SHENGWEI (Autor:in) / BAO JINHU (Autor:in)
24.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Europäisches Patentamt | 2015
|Fabricated high-pile wharf joint and construction method thereof
Europäisches Patentamt | 2020
|Europäisches Patentamt | 2024
|