A bolt transformation type anti-buckling energy-dissipating support and its manufacturing process

A technology of anti-buckling energy dissipation and manufacturing process, applied in earthquake-proof, bridge parts, building components, etc., can solve problems such as residual stress of supporting core force-bearing members, poor ductility, durability and seismic performance of anti-buckling energy-dissipating supports , to avoid residual deformation and residual stress of welds, facilitate replacement work, and achieve the effect of making

Active Publication Date: 2017-01-25
TONGXIANG BEITE TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] In order to overcome the deficiencies of the existing anti-buckling energy-dissipating braces, such as poor ductility, easy generation of residual stress and residual deformation on the supporting core bearing members, and poor durability and seismic performance, the present invention provides a The bolt-transformed anti-buckling energy-dissipating brace with good durability and seismic performance and its manufacturing process

Method used

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  • A bolt transformation type anti-buckling energy-dissipating support and its manufacturing process
  • A bolt transformation type anti-buckling energy-dissipating support and its manufacturing process
  • A bolt transformation type anti-buckling energy-dissipating support and its manufacturing process

Examples

Experimental program
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Effect test

Embodiment 1

[0044] refer to Figure 1 to Figure 10 , a bolt conversion type buckling-resistant energy-dissipating support, including a core stress unit 1, a constraint unit located at the periphery of the core stress unit, and conversion devices located at both ends of the core stress unit, and the core stress unit 1 is "one" A steel plate in the form of a glyph cross-section, bolt holes are respectively provided at both ends of the core force-bearing unit 1, and a core material compression material is provided at the end of the core force-bearing unit 1, and the conversion device includes a first conversion plate and the second conversion plate, the core force unit is located between the first conversion plate and the second conversion plate and the inner end of the first conversion plate, the end of the core force unit 1, The inner end of the second conversion plate is connected; the nut end and the nut section of the first conversion bolt group are respectively provided with bolt compr...

example 1

[0073] Example 1: The core stress unit 1 is relatively thick, and the core stress unit 1 is made of Q235D steel, with a thickness of 28mm, a length of 3500mm, and a height of 200mm; The first conversion plate 23 and the second right conversion plate 24 are both made of Q235D steel, with a thickness of 20mm, a height of 200mm, and a length of 650mm; the unbonded material layer 12 is made of soft glass with a thickness of 2mm; the grouting material 13 is made of fine stone concrete; the conversion left The first bolt hole 31, the conversion left to the second bolt hole 32, the conversion right to the first bolt hole 33, the conversion right to the second bolt hole 34, the left bolt hole 51, the right bolt hole 52, the left first connecting bolt hole 41. Three rows of bolt holes are used for the second left connecting bolt hole 42, the first right connecting bolt hole 43 and the second right connecting bolt hole 44, the hole diameter is 28mm, the distance between the centers of th...

example 2

[0074]Example 2: The core stress unit 1 is relatively thin, and the core stress unit 1 is made of Q235D steel, with a thickness of 6mm, a length of 1000mm, and a height of 80mm; Both the first transformation plate 23 and the second right transformation plate 24 are made of Q235D steel, with a thickness of 12mm, a height of 80mm, and a length of 200mm; the non-adhesive material layer 12 is made of soft glass with a thickness of 0.5mm; the grouting material 13 is made of mortar; One bolt hole 31, conversion left to the second bolt hole 32, conversion right to the first bolt hole 33, conversion right to the second bolt hole 34, left bolt hole 51, right bolt hole 52, left to the first connecting bolt hole 41 , The second left connecting bolt hole 42, the first right connecting bolt hole 43 and the second right connecting bolt hole 44 adopt three rows of bolt holes, the hole diameter is 11mm, the bolt hole center distance is 26.5mm, and the bolt hole distance is left The distance f...

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PUM

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Abstract

A novel bolt transformed anti-buckling energy dissipation bracing comprises a core stress unit, a constraint unit and transforming devices, wherein the constraint unit is located on the periphery of the core stress unit, and the transforming devices are located at the two ends of the core stress unit. The core stress unit is a steel plate with a line-shaped cross section. The two ends of the core stress unit are provided with bolt holes respectively. The ends of the core stress unit are provided with core material compressing parts. Each transforming device comprises a first transforming plate and a second transforming plate. The core stress unit is located between the first transforming plate and the second transforming plate. The inner end of the first transforming plate, the ends of the core stress unit and the inner end of the second transforming plate are connected through transforming bolt groups. The nut ends and the bolt sections of the first transforming bolt group are provided with bolt compression material parts respectively. The constraint unit comprises a sleeve and cover plates. The invention further provides a manufacturing process of the bolt transformed anti-buckling energy dissipation bracing. The novel bolt transformed anti-buckling energy dissipation bracing is good in ductility, capable of protecting a core stress component of the bracing against residual stress and residual deformation and good in durability and anti-seismic performance.

Description

technical field [0001] The invention relates to the technical field of structural vibration reduction in construction engineering and bridge engineering, in particular to an anti-buckling energy-dissipating support and a manufacturing process. Background technique [0002] China is a country severely affected by earthquakes with high frequency, high intensity, shallow focus and wide distribution. Earthquakes in China are mainly distributed in five regions: Taiwan, Southwest China, Northwest China, North China, southeast coastal areas and 23 seismic belts. Since 1949, more than 100 destructive earthquakes have hit 22 provinces (autonomous regions and municipalities) in my country. In the 20th century, there were 3 strong earthquakes with a magnitude of 7.6 or more in the world, two of which occurred in China; two strong earthquakes that killed 200,000 people also occurred in China, one was the Haiyuan earthquake in Ningxia in 1920; One was the Tangshan earthquake in Hebei i...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98E01D19/00
Inventor 杭振园
Owner TONGXIANG BEITE TECH CO LTD
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