Variable rigidity buckling-restrained brace containing lead core materials

A buckling constraint, core material technology, applied in building components, building types, earthquake resistance, etc., can solve problems such as low lateral stiffness, and achieve the effects of improving lateral stiffness, low material cost, and clear design

Pending Publication Date: 2017-06-30
SHANGHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Under normal use conditions and frequent earthquakes, the traditional buckling-restrained bracing only uses the axial stiffness of the core plate and does not use the axial stiffness of the external restraint members, so the improvement of the lateral stiffness of the structure is small

Method used

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  • Variable rigidity buckling-restrained brace containing lead core materials
  • Variable rigidity buckling-restrained brace containing lead core materials
  • Variable rigidity buckling-restrained brace containing lead core materials

Examples

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Embodiment Construction

[0025] Specific embodiments of the present invention will be further described below in conjunction with the accompanying drawings.

[0026] Such as Figure 1 to Figure 14 As shown, a variable stiffness buckling-constrained support with lead core material, including core plate 1, stiffener 2, stiffener plate 3, filling material 4, steel plate with groove 5, external restraint member 6, lead core material 7 , jacking device, described core plate 1 periphery is provided with external constraint member 6, and filler material 4 is arranged between core plate 1 and external constraint member 6, is coated with non-adhesive material between filler material 4 and core plate 1, makes filler material There is no bonding to the core board. The two ends of the core plate 1 are provided with stiffening ribs 2 on the upper and lower sides, and the upper part of the stiffening ribs 2 is fixed with the stiffening ribs 3, and the grooved steel plate 5 is fixed inside the external restraint me...

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PUM

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Abstract

The invention discloses a variable rigidity buckling-restrained brace containing lead core materials. The variable rigidity buckling-restrained brace comprises a core plate, stiffened ribs, stiffened rib plates, filling materials, steel plates with grooves, external restraining members, the lead core materials and a jacking device. The external restraining members are arranged on the periphery of the core plate. The filling materials are arranged between the core plate and the external restraining members. Spaces between the filling materials and the core plate are coated with unbounded materials. The stiffened ribs are arranged on the upper and lower sides of the two ends of the core plate, and the stiffened rib plates are fixed on the upper portions of the stiffened ribs. The steel plates with the grooves are fixed inside the external restraining members and correspond to the stiffened rib plates in position. The stiffened rib plates make close contact with the steel plates with the grooves. Grooves with the positions being completely overlapped are formed in the upper surfaces of the stiffened rib plates and the lower surfaces of the steel plates with the grooves. The lead core materials are placed between the two steel plate grooves. Holes are formed in the same positions of the stiffened rib plates, the steel plates with grooves and the external restraining members. One end of the jacking device is placed in the formed holes and the other end of the jacking device is placed on the core plate. Construction is convenient, and replacing is facilitated.

Description

technical field [0001] The invention relates to a buckling-constrained support with variable stiffness of a lead-containing material, belonging to the technical field of anti-seismic and energy-dissipating shock-absorbing engineering structures. Background technique [0002] The traditional method to improve the earthquake resistance of buildings and structures is to optimize the structural system, and to enhance the strength, stiffness and ductility of the structural members themselves by adjusting the size of the members, reinforcement, etc. to resist the earthquake and dissipate the input energy of the earthquake. The anti-seismic performance of the measures is limited, which affects the overall layout of the structure, and the structural system will be damaged under the action of the earthquake, resulting in a large post-earthquake repair cost. [0003] With the development of structural shock absorption technology, shock absorbers are being widely used. The principle is...

Claims

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Application Information

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IPC IPC(8): E04H9/02E04B1/98
CPCE04H9/021Y02E30/30
Inventor 胡宝琳芮正青
Owner SHANGHAI UNIV
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