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HUI type combined steel sheet pile and construction method thereof
The invention provides an HUI type combined steel sheet pile and a construction method thereof, and belongs to the technical field of sheet pile walls, piles or other structural components for steel foundation engineering; a first locking opening and a second locking opening are formed in H-shaped steel; a Larsen IV type steel sheet pile comprises a connecting wall, two side walls, two meshing walls and two seams; the two sides of the connecting wall are each connected with one side wall; each side wall is connected with one meshing wall; the inclination angle of the meshing walls is different from that of the side walls; each meshing wall is provided with one seam; and the two meshing walls abut against the first locking opening and the second locking opening correspondingly, the two seams are connected with the first locking opening and the second locking opening in a buckled mode correspondingly, and connection of the Larsen IV type steel sheet pile and the H-shaped steel is achieved. The HUI type combined steel sheet pile is applied to foundation pit engineering and other engineering and has the advantages that the locking positions are closed tightly, the bending resistance is good, and the waterproof performance is good.
本申请提供一种HUI型组合钢板桩及其施工方法,属于钢制基础工程用板桩墙、桩或其他结构构件技术领域。H型钢上设置有锁口一和锁口二,拉森Ⅳ型钢板桩包括一连壁、两侧壁、两咬合壁和两咬口,连壁两侧各连接一侧壁,每个侧壁连接有一个咬合壁,且咬合壁与侧壁倾斜角度不同,每个咬合壁设置一个咬口,两咬合壁分别顶靠在锁口一、锁口二处,并使两咬口分别与锁口一、锁口二扣合连接,实现拉森Ⅳ型钢板桩与H型钢的连接。将本案应用于基坑等工程,具有锁扣处闭合紧密、抗弯性能好、防水性能好等优点。
HUI type combined steel sheet pile and construction method thereof
The invention provides an HUI type combined steel sheet pile and a construction method thereof, and belongs to the technical field of sheet pile walls, piles or other structural components for steel foundation engineering; a first locking opening and a second locking opening are formed in H-shaped steel; a Larsen IV type steel sheet pile comprises a connecting wall, two side walls, two meshing walls and two seams; the two sides of the connecting wall are each connected with one side wall; each side wall is connected with one meshing wall; the inclination angle of the meshing walls is different from that of the side walls; each meshing wall is provided with one seam; and the two meshing walls abut against the first locking opening and the second locking opening correspondingly, the two seams are connected with the first locking opening and the second locking opening in a buckled mode correspondingly, and connection of the Larsen IV type steel sheet pile and the H-shaped steel is achieved. The HUI type combined steel sheet pile is applied to foundation pit engineering and other engineering and has the advantages that the locking positions are closed tightly, the bending resistance is good, and the waterproof performance is good.
本申请提供一种HUI型组合钢板桩及其施工方法,属于钢制基础工程用板桩墙、桩或其他结构构件技术领域。H型钢上设置有锁口一和锁口二,拉森Ⅳ型钢板桩包括一连壁、两侧壁、两咬合壁和两咬口,连壁两侧各连接一侧壁,每个侧壁连接有一个咬合壁,且咬合壁与侧壁倾斜角度不同,每个咬合壁设置一个咬口,两咬合壁分别顶靠在锁口一、锁口二处,并使两咬口分别与锁口一、锁口二扣合连接,实现拉森Ⅳ型钢板桩与H型钢的连接。将本案应用于基坑等工程,具有锁扣处闭合紧密、抗弯性能好、防水性能好等优点。
HUI type combined steel sheet pile and construction method thereof
一种HUI型组合钢板桩及其施工方法
ZHANG XIN (Autor:in) / WU ZAOSHENG (Autor:in) / MO GUANQI (Autor:in) / TAO HAIMING (Autor:in) / BAO CHUNYAN (Autor:in) / YIN YONG (Autor:in)
26.11.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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