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How many methods are there for lifting columns? What is the effect of mast cranes and crawler cranes on the lifting of columns? Answer: Rotation method and sliding method. When using the rotation method to lift a column, the layout of the column’s plane should be such that the binding point, the center of the column foot, and the center of the foundation cup lie on the same arc; on this arc with a radius equal to the lifting radius R, the column foot should be positioned near the foundation. In this way, the lifting radius remains unchanged during lifting, with the boom rising and the hook rotating simultaneously. Before the column is erected, its base remains stationary, while the top of the column gradually rises as the crane rotates and the hook ascends, thereby verticalizing the column at its base position. Then, lift the column about 20–30 centimeters off the ground, rotate the boom to raise the column above the cup’s opening, and insert it into that opening. Using the rotation method, the column experiences minimal vibration and high productivity. Note: When lifting a column using the rotation method, the boom elevation angle remains unchanged, and the position of the crane does not change. Only the boom is rotated while the hook is raised; the position of the column base remains fixed during this rotation process. Features: The columns experience less vibration and offer high production efficiency, but they require high mobility from the crane, and their arrangement takes up a large amount of space. This method is often used when crawler cranes are employed. When lifting columns using the sliding method, the planar arrangement of the columns should be such that the binding point and the center of the foundation cup lie on the same arc; on the arc with a radius of R (the lifting radius), the binding point should be located closer to the foundation cup. In this way, when lifting the column, the boom remains stationary while the hook rises, causing the top of the column to move upward; the base of the column slides along the ground toward the foundation until the column is vertical. Then, the boom rotates, lifting the column above the socket of the column foundation, and it is inserted into the socket. With this lifting method, the column experiences vibrations as its base slides; therefore, protective measures must be taken for the column base prior to lifting. This method is suitable for use when the flag rotation method cannot be applied. Features of the sliding method for lifting columns: During the sliding process, the column is subjected to vibrations, but it requires less mobility from the crane (the crane only raises its hook, without rotating the boom). This method is often used when lifting columns using a single-leg pole or a human-assisted pole. We welcome active participation in discussions; the system offers generous rewards for answering questions from VIP members! ! !
There are two methods: the sliding method and the rotating method. When using a jib crane, the lifting of columns should preferably be carried out using the sliding method. When using a crawler crane, either method is acceptable; the rotation method is preferred.
There are two methods: the rotation method and the sliding method. When a mast crane is used, the sliding method is suitable for lifting the column; when a crawler crane is used, both methods are applicable, but the rotation method should be given priority. For the precast reinforced concrete columns on site, a crane is used to turn the column shaft 90° so that the smaller side faces upward, and then they are moved to the designated location for stacking. The on-site prefabrication location should be as close as possible to the base cup opening, so that during lifting the crane can directly lift and insert it into the cup opening without having to move the vehicle. Immediately after the column is turned over, lifting operations should be carried out; the steel wire rope should be passed through the lifting holes and secured, while wind ropes should be fixed to the column’s brackets. The lifting of the columns is carried out using the single-crane vertical rotation method. When this method is employed, due to the specific conditions of the construction site, during the prefabrication and stacking of the columns, the binding points of the columns, their footings, and the center of the cup-shaped foundations all lie on the same arc of the crane’s rotation radius. As the lifting hook, lift rod, and rotation move, a circle passing through these three points is gradually formed to meet the requirements of lifting.
There are two methods: the rotation method and the sliding method. When using a mast crane, the lifting method for the column should preferably be the sliding method; when using a crawler crane, either method is acceptable, but the rotating method should be given priority.
There are two methods: the rotating method and the sliding method. When using a mast crane, the lifting method for the column should preferably be the sliding method; when using a crawler crane, either method is acceptable, but the rotating method should be given priority.
There are two methods: the rotation method and the sliding method. When using a mast crane, the lifting method for the column should preferably be the sliding method; when using a crawler crane, either method is acceptable, but the rotating method should be given priority.
In the rotation method and sliding method for lifting columns, the planar arrangement of the column should ensure that the binding point, the center of the column foot, and the center of the foundation cup lie on the same arc – an arc with a radius equal to the lifting radius R of the column; in this case, the column foot is positioned close to the foundation; When hoisting columns using the skidding method, the planar arrangement of the columns should be such that the lashing point and the center of the foundation socket lie on the same arc. On this arc with radius equal to the lifting radius R, the lashing point should be positioned close to the foundation socket.
There are two methods: the rotation method and the sliding method. When a mast crane is used, the sliding method is suitable for lifting the column; when a crawler crane is used, both methods are applicable, but the rotation method should be given priority. For the precast reinforced concrete columns on site, a crane is used to turn the column shaft 90° so that the smaller side faces upward, and then they are moved to the designated location for stacking. The on-site prefabrication location should be as close as possible to the base cup opening, so that during lifting the crane can directly lift and insert it into the cup opening without having to move the vehicle. Immediately after the column is turned over, lifting operations should be carried out; the steel wire rope should be passed through the lifting holes and secured, while wind ropes should be fixed to the column’s brackets. The lifting of the columns is carried out using the single-crane vertical rotation method. When this method is employed, due to the specific conditions of the construction site, during the prefabrication and stacking of the columns, the binding points of the columns, their footings, and the center of the cup-shaped foundations all lie on the same arc of the crane’s rotation radius. As the lifting hook, lift rod, and rotation move, a circle passing through these three points is gradually formed to meet the requirements of lifting.
There are two methods: the rotation method and the sliding method. When a mast crane is used, the sliding method is suitable for lifting the column; when a crawler crane is used, both methods are applicable, but the rotation method should be given priority.
There are two methods: the rotation method and the sliding method. When a mast crane is used, the sliding method is suitable for lifting the column; when a crawler crane is used, both methods are applicable, but the rotation method should be given priority. For the precast reinforced concrete columns on site, a crane is used to turn the column shaft 90° so that the smaller side faces upward, and then they are moved to the designated location for stacking. The on-site prefabrication location should be as close as possible to the base cup opening, so that during lifting the crane can directly lift and insert it into the cup opening without having to move the vehicle. Immediately after the column is turned over, lifting operations should be carried out; the steel wire rope should be passed through the lifting holes and secured, while wind ropes should be fixed to the column’s brackets. The lifting of the columns is carried out using the single-crane vertical rotation method. When this method is employed, due to the specific conditions of the construction site, during the prefabrication and stacking of the columns, the binding points of the columns, their footings, and the center of the cup-shaped foundations all lie on the same arc of the crane’s rotation radius. As the lifting hook, lift rod, and rotation move, a circle passing through these three points is gradually formed to meet the requirements of lifting.