A method for lifting a steel arch tower

A technology of steel arches and arch towers, applied in the field of bridge construction, can solve problems such as unsuitable lifting method, difficult bridge installation and construction, and complicated vertical rotation process, so as to avoid high-altitude welding operations, safe construction process, and simple principle Effect

Active Publication Date: 2020-10-20
CHINA NUCLEAR IND HUAXING CONSTR +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0002] In recent years, with the rapid development of the national economy, the bridge construction industry in my country has also developed rapidly, and many large components with different shapes and functions have emerged. These large components have brought many difficulties to the installation and construction of bridges; for example , for the construction of steel arch towers, the traditional method generally adopts the pull-up method, but due to the limited space, it is not suitable to use the pull-up method at present. Now the vertical rotation construction method is mostly used.
[0003] The vertical rotation construction method refers to the method of combining hoisting and vertical rotation during the construction process. The current vertical rotation construction method is mainly divided into two types. The first is "mutual pull vertical rotation", which uses the bridge deck as a welding construction. The platform is supported by the steel arch towers on one side, and the steel arch towers on the other side are rotated vertically, so as to complete the vertical rotation of the steel arch towers on both sides; the second is to lift the steel arch towers into the air, and then The method of rotating in the air; the above two methods have certain limitations. The "mutual pull vertical rotation" needs to set up two symmetrical steel arch towers at the same time, and the vertical rotation process is more complicated and difficult to control, which greatly prolongs the The construction period; the method of vertical rotation in the air has great requirements for hoisting equipment and personnel control, and has certain limitations for the construction of super-large tonnage components;

Method used

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  • A method for lifting a steel arch tower
  • A method for lifting a steel arch tower
  • A method for lifting a steel arch tower

Examples

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Embodiment 1

[0039] Embodiment 1: Taking a steel arch tower with a lifting weight of about 2100t as an example

[0040] Step 1: Install the sliding structure: set four strip foundations 1 with the same length and parallel to each other on the ground. 1 In order respectively the first strip foundation 11, the second strip foundation 12, the third strip foundation 13 and the fourth strip foundation 14, the transverse central axis of the first strip foundation 11 and the second strip foundation 12 The distance between the transverse central axes is 8000mm, the distance between the transverse central axis of the second strip foundation 12 and the transverse central axis of the third strip foundation 13 is 21888mm; the embedded parts are installed on the strip foundation 1, and the A number of sliding rails 2 are laid on the embedded parts, and steel plates are laid on the sliding rails 2 to form a sliding surface 3. The number of the sliding rails 2 is 4. When the lifting load is 2100 tons, the ...

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Abstract

The invention relates to a steel arch tower lifting method. An anchoring cross beam is arranged at the middle-upper part of a steel arch tower, a splicing tower frame is arranged between a second strip-shaped foundation and a third strip-shaped foundation and serves as a lifting tower frame, two groups of lifting cross beams are arranged at the top of the tower frame, and a lifting oil cylinder isarranged at the top of each group of lifting cross beams; sliding rails are arranged at the bottom of the tower, traction oil cylinders are arranged, the horizontal traction oil cylinders on the sliding rails pull sliding shoes at the root part of the steel arch tower, and relative synchronization with vertical lifting is realized, so that the lifting of the steel arch tower is completed; the gravity center of the steel arch tower can run along a preset track all the time, and the whole construction process is safe and reliable; the steel arch tower is lifted more conveniently due to the effects of the lifting cross beams and the anchoring cross beam, and the cross beams are more convenient to mount.

Description

technical field [0001] The invention belongs to the field of bridge construction, in particular to a lifting method for a steel arch tower. Background technique [0002] In recent years, with the rapid development of the national economy, the bridge construction industry in my country has also developed rapidly, and many large components with different shapes and functions have emerged. These large components have brought many difficulties to the installation and construction of bridges; for example , for the construction of steel arch towers, the traditional method generally adopts the pull-up method, but due to the limited space, it is not suitable to use the pull-up method at present. Now the vertical rotation construction method is mostly used. [0003] The vertical rotation construction method refers to the method of combining hoisting and vertical rotation during the construction process. The current vertical rotation construction method is mainly divided into two types...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 郭雪珍刘成群卞北平秦利升魏岗马海雄
Owner CHINA NUCLEAR IND HUAXING CONSTR
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