A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tower crane foundation, tower crane and mounting method of tower crane
The invention discloses a tower crane foundation, a tower crane and an installation method of the tower crane. According to the tower crane foundation, a through hole is formed in a shear wall; the two ends of the main beams penetrate out of the left end and the right end of the through hole. The two ends of the reinforcing steel are connected to the adjacent sides of the two main beams. The first inclined strut is obliquely arranged in the height direction, one end of the first inclined strut is connected with the side face of the shear wall, and the other end of the first inclined strut is connected with the main beam; the second inclined strut is obliquely arranged in the horizontal direction, one end of the second inclined strut is connected with one side of the main beam, and the other end of the second inclined strut is connected with the side face of the shear wall; according to the tower crane foundation, the shear wall can be used for building, the two sides of the shear wall are used, the main beam, the first inclined strut, the second inclined strut and other structures are symmetrically distributed on the two sides of the shear wall, large-area concrete pouring can be reduced, the space utilization rate is increased, in some cases, the shear wall on site can be used for building, and the construction cost is reduced. And the convenience of building the tower crane foundation is improved.
本申请公开了一种塔吊基础、塔吊及塔吊的安装方法。塔吊基础包括：剪力墙开设有通孔；主梁包括两个，主梁的两端从通孔的左右两端穿出；加强钢的两端连接于两个主梁相邻的一侧；第一斜撑，第一斜撑沿高度方向倾斜设置，第一斜撑一端与剪力墙的侧面连接，另一端与主梁连接；第二斜撑，第二斜撑沿水平方向倾斜设置，第二斜撑一端连接主梁的一侧，另一端连接剪力墙的侧面；本申请的塔吊基础能够利用剪力墙进行搭建，并且利用了剪力墙的两侧，使主梁、第一斜撑、第二斜撑等结构对称分布在剪力墙的两侧，以能够减少大面积的混凝土浇筑，提高了空间利用率，以及在一些情况下，能够利用现场的剪力墙进行搭建，提高了塔吊基础搭建的便捷性。
Tower crane foundation, tower crane and mounting method of tower crane
The invention discloses a tower crane foundation, a tower crane and an installation method of the tower crane. According to the tower crane foundation, a through hole is formed in a shear wall; the two ends of the main beams penetrate out of the left end and the right end of the through hole. The two ends of the reinforcing steel are connected to the adjacent sides of the two main beams. The first inclined strut is obliquely arranged in the height direction, one end of the first inclined strut is connected with the side face of the shear wall, and the other end of the first inclined strut is connected with the main beam; the second inclined strut is obliquely arranged in the horizontal direction, one end of the second inclined strut is connected with one side of the main beam, and the other end of the second inclined strut is connected with the side face of the shear wall; according to the tower crane foundation, the shear wall can be used for building, the two sides of the shear wall are used, the main beam, the first inclined strut, the second inclined strut and other structures are symmetrically distributed on the two sides of the shear wall, large-area concrete pouring can be reduced, the space utilization rate is increased, in some cases, the shear wall on site can be used for building, and the construction cost is reduced. And the convenience of building the tower crane foundation is improved.
本申请公开了一种塔吊基础、塔吊及塔吊的安装方法。塔吊基础包括：剪力墙开设有通孔；主梁包括两个，主梁的两端从通孔的左右两端穿出；加强钢的两端连接于两个主梁相邻的一侧；第一斜撑，第一斜撑沿高度方向倾斜设置，第一斜撑一端与剪力墙的侧面连接，另一端与主梁连接；第二斜撑，第二斜撑沿水平方向倾斜设置，第二斜撑一端连接主梁的一侧，另一端连接剪力墙的侧面；本申请的塔吊基础能够利用剪力墙进行搭建，并且利用了剪力墙的两侧，使主梁、第一斜撑、第二斜撑等结构对称分布在剪力墙的两侧，以能够减少大面积的混凝土浇筑，提高了空间利用率，以及在一些情况下，能够利用现场的剪力墙进行搭建，提高了塔吊基础搭建的便捷性。
Tower crane foundation, tower crane and mounting method of tower crane
塔吊基础、塔吊及塔吊的安装方法
XU XINXING (author) / TIAN JINGYANG (author) / LU DEHUI (author)
2024-05-17
Patent
Electronic Resource
Chinese
Method for arranging tower crane foundation and tower crane foundation structure
| European Patent Office | 2023