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Special-shaped underground diaphragm wall reinforcement cage and hoisting construction method thereof
The invention discloses a special-shaped underground diaphragm wall reinforcement cage, the special-shaped underground diaphragm wall reinforcement cage is a reinforcement cage with a Z-shaped horizontal section, the Z-shaped reinforcement cage is formed by splicing two reinforcement cages with L-shaped horizontal sections, and each L-shaped reinforcement cage comprises a vertical main reinforcement and a horizontal reinforcement hooped outside the main reinforcement; wherein the interior of the L-shaped reinforcement cage is welded and reinforced by adopting an X-shaped truss rib, and the outer side surface of the L-shaped reinforcement cage is welded and reinforced by adopting a shear rib; a sounding pipe and a grouting pipe are further arranged in the L-shaped reinforcement cage; a steel plate is pre-buried at the position of a structural reverse plate of the L-shaped reinforcement cage, straight ribs are welded to the outer wall of the steel plate, and L-shaped horizontal reinforcing ribs are welded to the outer side faces, located on the two sides of the steel plate, of the L-shaped reinforcement cage. The special-shaped underground diaphragm wall reinforcement cage can be rapidly and accurately placed into the groove with the designed hole depth, operation is safe, and efficiency is high.
本发明公开了一种异型地下连续墙钢筋笼,所述异型地下连续墙钢筋笼为水平截面呈Z形的钢筋笼,所述Z形钢筋笼由两个水平截面为L形的钢筋笼拼接而成,所述L形钢筋笼包括竖向的主筋和围箍于主筋外的水平筋;其中,所述L形钢筋笼内部采用X形的桁架筋焊接加固,所述L形钢筋笼外侧面采用剪刀筋焊接加固;所述L形钢筋笼内部还设置有声测管和注浆管;所述L形钢筋笼在结构逆做板位置预埋有钢板,所述钢板外壁焊接有直筋,所述L形钢筋笼位于钢板两旁的外侧面焊接有L形的胡子筋,本发明还公开了所述异型地下连续墙钢筋笼的吊装方法。本发明能够快速地将异型地下连续墙钢筋笼准确地下放到槽内设计孔深,操作安全,效率高。
Special-shaped underground diaphragm wall reinforcement cage and hoisting construction method thereof
The invention discloses a special-shaped underground diaphragm wall reinforcement cage, the special-shaped underground diaphragm wall reinforcement cage is a reinforcement cage with a Z-shaped horizontal section, the Z-shaped reinforcement cage is formed by splicing two reinforcement cages with L-shaped horizontal sections, and each L-shaped reinforcement cage comprises a vertical main reinforcement and a horizontal reinforcement hooped outside the main reinforcement; wherein the interior of the L-shaped reinforcement cage is welded and reinforced by adopting an X-shaped truss rib, and the outer side surface of the L-shaped reinforcement cage is welded and reinforced by adopting a shear rib; a sounding pipe and a grouting pipe are further arranged in the L-shaped reinforcement cage; a steel plate is pre-buried at the position of a structural reverse plate of the L-shaped reinforcement cage, straight ribs are welded to the outer wall of the steel plate, and L-shaped horizontal reinforcing ribs are welded to the outer side faces, located on the two sides of the steel plate, of the L-shaped reinforcement cage. The special-shaped underground diaphragm wall reinforcement cage can be rapidly and accurately placed into the groove with the designed hole depth, operation is safe, and efficiency is high.
本发明公开了一种异型地下连续墙钢筋笼,所述异型地下连续墙钢筋笼为水平截面呈Z形的钢筋笼,所述Z形钢筋笼由两个水平截面为L形的钢筋笼拼接而成,所述L形钢筋笼包括竖向的主筋和围箍于主筋外的水平筋;其中,所述L形钢筋笼内部采用X形的桁架筋焊接加固,所述L形钢筋笼外侧面采用剪刀筋焊接加固;所述L形钢筋笼内部还设置有声测管和注浆管;所述L形钢筋笼在结构逆做板位置预埋有钢板,所述钢板外壁焊接有直筋,所述L形钢筋笼位于钢板两旁的外侧面焊接有L形的胡子筋,本发明还公开了所述异型地下连续墙钢筋笼的吊装方法。本发明能够快速地将异型地下连续墙钢筋笼准确地下放到槽内设计孔深,操作安全,效率高。
Special-shaped underground diaphragm wall reinforcement cage and hoisting construction method thereof
一种异型地下连续墙钢筋笼及其吊装施工方法
YANG SHUAI (Autor:in) / FENG YU (Autor:in) / WANG SIJUN (Autor:in) / YANG HUAN (Autor:in) / TANG SHIQIANG (Autor:in) / FENG YUE (Autor:in) / YU JIAN (Autor:in) / CHU HANWEN (Autor:in) / YANG RUIHAO (Autor:in)
25.04.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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