Main beam anti-falling beam and energy dissipation device with multiple protection functions and manufacturing method thereof

An energy-consuming device and main protection technology, applied in bridges, bridge parts, bridge construction, etc., can solve the problems of falling beam earthquake damage, cracking earthquake damage, collision earthquake damage to bridge abutment, etc. Service life, the effect of improving the level of seismic performance

Pending Publication Date: 2018-08-07
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the past 30 years, earthquake disasters have occurred frequently at home and abroad. Many bridges have collapsed or been seriously damaged, cutting off the lifeline of traffic in the earthquake area and causing huge loss of life and property. Typical damage forms of bridges in previous earthquakes include: Seat slippage, expansion joint damage, stopper damage, adjacent girder collision damage and abutment cracking damage; at present, bridges with small and medium spans generally use plate rubber bearings, and the sliding mechani

Method used

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  • Main beam anti-falling beam and energy dissipation device with multiple protection functions and manufacturing method thereof
  • Main beam anti-falling beam and energy dissipation device with multiple protection functions and manufacturing method thereof
  • Main beam anti-falling beam and energy dissipation device with multiple protection functions and manufacturing method thereof

Examples

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Embodiment 1

[0027] Such as figure 1 , 5 As shown, a multi-protection girder anti-drop beam and energy dissipation device and its manufacturing method are characterized in that it includes a bridge pier 1, and a bearing pad 2 is arranged above the bridge pier 1, and the support pad 2 is provided with There is a rubber bearing 3 supported under the beam body 4, and a cable 10 is also stretched between the pier 1 and the beam body 4, such as figure 2 As shown, the two sides of the top of the bridge pier in the driving direction of the bridge and the bottom of the corresponding position of the beam body are provided with longitudinal stoppers 12, and the adjacent surfaces of the longitudinal stoppers 12 are fixedly connected with shock absorbing pads 13.

[0028] Based on the above-mentioned multi-protection main girder anti-drop beam and the manufacturing method of the energy-dissipating device:

[0029] Step 1: Bind and install the steel bars of the pier 1, the steel bars of the horizont...

Embodiment 2

[0037] Such as image 3 , 5 As shown, a multi-protection girder anti-drop beam and energy dissipation device and its manufacturing method are characterized in that it includes a bridge pier 1, and a bearing pad 2 is arranged above the bridge pier 1, and the support pad 2 is provided with There is a rubber bearing 3 supported under the beam body 4, and a cable 10 is also stretched between the pier 1 and the beam body 4, such as Figure 4 As shown, the bottom of the corresponding position of the outer girder body 1 of the bridge pier is provided with a longitudinal stopper 12, and the longitudinal stopper 12 is fixedly connected with the adjacent surface of the bridge pier 1 with a shock-absorbing pad 13.

[0038] Based on the above-mentioned multi-protection main girder anti-drop beam and the manufacturing method of the energy-dissipating device:

[0039] Step 1: Bind and install the steel bars of the pier 1, the steel bars of the horizontal pre-embedded steel plate 11 and th...

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Abstract

The invention relates to the field of vibration resistance and damping of bridges, in particular to a main beam anti-falling beam and energy dissipation device with multiple protection functions and amanufacturing method thereof. The main beam anti-falling beam and energy dissipation device comprises a bridge pier, wherein support seat bedding stone is arranged above the bridge pier; a rubber support seat is arranged on the support seat bedding stone; a stay cable and a vibration damping device are arranged between the bridge pier and a beam body. The manufacturing method of the main beam anti-falling beam and energy dissipation device comprises the following steps of sequentially binding and installing reinforced bars of the bridge pier, horizontal embedded steel plates, and reinforced bars of longitudinal blocks; then, casting the concrete of the bridge pier and the longitudinal blocks, and installing a vibration damping bedding block; installing the rubber support seat, lifting thebeam body, and installing the stay cable. The main beam anti-falling beam and energy dissipation device has the advantages that under the function of small vibration, the longitudinal blocks with thevibration damping bedding blocks are used for vibration damping and energy dissipation so as to reduce the occurrence of rigid collision between the two adjacent beam bodies; under the function of large vibration, the longitudinal blocks are sheared, the functions of the stay cable are realized, the overlarge displacement amplitude of the beam body along the longitudinal direction and transversedirection is limited, and the occurrence of beam falling and vibration damage is prevented; the vibration resistance property of the whole bridge is improved, and the service life is prolonged.

Description

technical field [0001] The invention relates to the field of anti-seismic and shock-absorbing bridges, in particular to a multi-protection girder anti-fall beam, an energy-consuming device and a manufacturing method thereof. technical background [0002] In the past 30 years, earthquake disasters have occurred frequently at home and abroad. Many bridges have collapsed or been severely damaged, cutting off the lifeline of traffic in the earthquake area and causing huge loss of life and property. Typical damage forms of bridges in previous earthquakes include: Seat slippage, expansion joint damage, block damage, adjacent girder collision damage and abutment cracking damage; at present, bridges with small and medium spans generally use plate rubber bearings, and the sliding mechanism of plate rubber bearings helps to reduce The seismic response of the superstructure, and to a certain extent, protect the bridge piers and foundations from large earthquake damage; however, in some...

Claims

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Application Information

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IPC IPC(8): E01D19/04E01D21/00
CPCE01D19/041E01D21/00
Inventor 周敉姜永存宋建伟
Owner CHANGAN UNIV
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