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Non-self-balancing steel truss long-span arch bridge swivel and its construction method

A long-span arch bridge and non-self-balancing technology, which is applied in the direction of erecting/assembling bridges, bridges, suspension bridges, etc., can solve the problems of high cost, inability to guarantee the vehicles and ships below, and inconvenient traffic, etc., and achieve high safety and smooth construction of bridge body rotation , the effect of improving efficiency

Active Publication Date: 2017-11-28
SUZHOU NO 1 CONSTR GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Some existing methods use parallel conveying to dock the bridge body, but this method can only be used for small-span river surface construction, and the power mechanism and track used for driving need to be specially customized, which is expensive
There are also some construction methods that use cable suspension bridges, but this method cannot guarantee that the vehicles and ships below are completely unrestricted, and it is also necessary to restrict the operation of the waterway from time to time, causing traffic inconvenience

Method used

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  • Non-self-balancing steel truss long-span arch bridge swivel and its construction method
  • Non-self-balancing steel truss long-span arch bridge swivel and its construction method
  • Non-self-balancing steel truss long-span arch bridge swivel and its construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] refer to Figure 1 to Figure 3 As shown, the non-self-balancing steel truss long-span arch bridge swivel includes a base platform 1, the surface of the base platform is provided with a lower millstone 2, the surface of the lower millstone is set as a conical surface 3, and the middle part is provided with a central pillar 4, the conical surface The surface is coated with an isolation layer 5 and a lubricating layer 6 in turn. A circle of slides 7 is also arranged on the base platform around the lower grinding disc. Several buttresses 8 are arranged on the sliding track. An upper turntable 9 is also arranged on the lower grinding disc. The bottom of the upper turntable corresponding to the millstone is provided with a groove of the same shape as the lower millstone and the central pillar, the bottom of the upper turntable is also connected to the top of the pier, and an overhead space 10 is provided between the bottom of the upper turntable and the base platform.

[0033...

Embodiment 2

[0049] The difference between Embodiment 2 and Embodiment 1 is that the thickness of the isolation layer is 2 mm, the thickness of the lubricating layer is 1 mm, and the thickness of the out-of-circle isolation ring is 1.5 cm. The fit is good and the shaking caused by the gap is reduced.

Embodiment 3

[0051] The difference between Embodiment 3 and Embodiment 1 is that the thickness of the isolation layer is 5mm, the thickness of the lubricating layer is 4mm, and the thickness of the out-of-round isolation ring is 5cm, which reduces the construction difficulty.

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Abstract

The invention discloses a non-self-balancing steel truss large-span arch bridge rotation body, which comprises a base platform, a lower grinding disc is arranged on the surface of the base platform, the surface of the lower grinding disc is set as a conical surface, and a central pillar is arranged in the middle, and the surface of the conical surface is The isolation layer and the lubricating layer are coated in sequence. There is also a slideway on the base platform around the lower grinding table. There are a number of buttresses on the slideway. There is also an upper rotary table on the lower grinding table. The bottom is provided with a groove with the same shape as the lower grinding disc and the central pillar. The bottom of the upper turntable is also connected to the top of the pier. There is an overhead space between the bottom of the upper turntable and the base platform. The construction method is: Step 1) Preparation The base platform and the lower grinding disc; step 2) grinding the lower grinding disc; step 3) preparing the pier reinforcement; step 4) preparing the upper turntable. The invention has a relatively simple structure and is completely formed by pouring concrete, has low cost and is easy to popularize.

Description

technical field [0001] The invention relates to the construction field, in particular to a non-self-balancing steel truss long-span arch bridge swivel and a construction method thereof. Background technique [0002] As the pace of urban development accelerates, the pressure on traffic is increasing. In recent years, various types of long-span bridges across rivers, rivers, and major traffic arteries and waterways in cities have been constructed in full swing, especially with steel truss structures. The development of bridges is relatively rapid. How to carry out the construction of the bridge without affecting the normal traffic of the main traffic roads and waterways under the planned bridge and with almost no interference in the whole process is the most important link. [0003] Some existing methods use parallel conveying to dock the bridge body, but this method can only be used for small-span river surface construction, and the power mechanism and track used for driving...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D15/04E01D21/00E01D101/40E01D101/26
CPCE01D15/04E01D21/00E01D2101/26E01D2101/40
Inventor 孙冬海魏海新凌亚琴董晓伟唐鹰飞郭云道
Owner SUZHOU NO 1 CONSTR GRP CO LTD
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