Buckling-restrained brace and method of manufacturing buckling-restrained brace

Patent metadata

Field	Value
Publication number	US-10006202-B2
Application number	US-201515030518-A
Country	US
Kind code	B2
Filing date	Aug 31, 2015
Priority date	Aug 31, 2015
Publication date	Jun 26, 2018
Grant date	Jun 26, 2018

Abstract

The buckling-restrained brace that is capable of being fixed to connected portions of a structure using bolts, the brace includes: a plate member extending in an axial direction, and in which bolt holes for fixing the bolts are formed at end portions of the plate member in the axial direction; and a buckling-restrained member configured to restrain a center portion of the plate member in the axial direction to prevent the plate member from buckling, wherein the buckling-restrained member includes a pipe member surrounding the plate member from the outside in a radial direction, and a filler filling the gap between the pipe member and the plate member, and the plate member includes a fixing plate, a portion of which is embedded in the filler, and the remaining portion is protruded from the filler in the axial direction, and in which the bolt hole is formed at an end portion of the remaining portion in the axial direction.

First claim

What is claimed is:

1. A buckling-restrained brace that is capable of being fixed to connected portions of a structure using bolts, the brace comprising:
a plate member extending in an axial direction, and in which bolt holes for fixing the bolts are formed at end portions of the plate member in the axial direction; and
a buckling-restrained member configured to restrain a center portion of the plate member in the axial direction to prevent the plate member from buckling, wherein
the buckling-restrained member includes a pipe member surrounding the plate member from the outside in a radial direction, and a filler filling the gap between the pipe member and the plate member, and
the plate member includes a pair of fixing plates, a portion of each of the fixing plates is embedded in the filler and the remaining portion is protruded from the filler in the axial direction,
the bolt holes are formed at an end portion of the remaining portion in the axial direction,
the pair of the fixing plates are placed side by side with each other in a thickness direction of the fixing plates,
the length of the pair of the fixing plates is larger than that of the pipe member,
end portions of the pair of the fixing plates are respectively protruded from both ends of the pipe member, and
the connected portions of the structure are interposed between the pair of the fixing plates at both ends of the plate member in the thickness direction of the fixing plates; wherein the plate member includes a core plate that is fixed to the pair of fixing plates while being interposed between the fixing plates; and
wherein the core plate protrudes further than the pair of fixing plates in an intersection direction intersecting the axial direction and the thickness direction, and
a portion of the core plate protruding in the intersection direction is fixed to an edge portion of each of the pair of fixing plates in the intersection direction via a welding portion.

2. The buckling-restrained brace to claim 1 , wherein
the bolt holes are respectively formed in the end portions of the pair of the fixing plates in the axial direction.

3. A method of manufacturing a buckling-restrained brace, the brace is provided with:
a plate member extending in an axial direction, and in which bolt holes for fixing bolts are formed at end portions of the plate member in the axial direction; and
a buckling-restrained member configured to restrain a center portion of the plate member in the axial direction to prevent the plate member from buckling, wherein
the buckling-restrained member includes a pipe member surrounding the plate member from the outside in a radial direction, and a filler filling a gap between the pipe member and the plate member, and
the plate member includes a pair of the fixing plates, a portion of each of the fixing plates is embedded in the filler, and the remaining portion is protruded from the filler in the axial direction,
the bolt holes are formed at an end portion of the remaining portion in the axial direction,
the pair of the fixing plates are placed side by side with each other in a thickness direction of the fixing plates,
the length of the pair of the fixing plates is larger than that of the pipe member, and
end portions of the pair of the fixing plates are respectively protruded from both ends of the pipe member, the method comprising:
a first step in which the plate member including the pair of the fixing plates extending in an axial direction of the plate member is inserted to the pipe member so that the pipe member is surrounding the plate member and end portions of the pair of the fixing plates in the axial direction is protruded from the pipe member in the axial direction; and
a second step in which the gap between the pipe member and the plate member is filled with the filler, and thereby restraining the center portion of the plate member in the axial direction to prevent the plate member from buckling, wherein
a portion of the pair of the fixing plates is embedded in the filler,
the remaining portion of the pair of the fixing plates is protruded from the filler in the axial direction, and
the bolt holes are formed at an end portion of the remaining portion protruding from the pipe member in the axial direction and are used to fix the buckling-restrained brace to the connected portion of the structure using the bolt; wherein
in the first step, the plate member is prepared by fixing the pair of fixing plates and a core plate together via a welding portion, and the plate member is surrounded by the pipe member so that the welding portion is disposed on the inside of the pipe member.

Assignees

• Nippon Steel & Sumikin Eng Co

Inventors

• Kimura Isao
• Kawamura Norihisa
• KUROIWA Toyoki

Classifications

• E04B1/18

  Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons (E04B1/32 - E04B1/36 take precedence; elongated load-supporting parts as elements, trusses, truss-like structures E04C3/00) · CPC title

• E04H9/021

  Bearing, supporting or connecting constructions specially adapted for such buildings · CPC title

• E04C3/293 Primary

  the materials being steel and concrete (concrete with internal reinforcements or tensioning members E04C3/20) · CPC title

• E04B1/98

  against vibrations or shocks (on foundations E02D31/08); against mechanical destruction, e.g. by air-raids (against incendiary damage only E04B1/94; finishing work therefor E04F; buildings withstanding earthquake or the like, shelters, arrangements of splintercatching walls E04H9/00) · CPC title

• E04B2103/06

  of metal · CPC title