# US 11,299,880 B2 · Moment frame connector

> Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt

- Number: US 11,299,880 B2
- Document ID: US11299880B2
- Status: Granted
- Kind: B2
- Application number: 14/618,847
- Filed: 2015-02-10
- Published: 2015-06-11
- Granted: 2022-04-12
- Earliest claimed: 2006-12-22
- Assignees: Simpson Strong-Tie Company, Inc.
- Applicants: Simpson Strong-Tie Company Inc.
- Inventors: Steven E. Pryor; Badri Hiriyur
- Web page: https://patentgrep.com/patent/US11299880B2

## CPC

- E04B 1/1903: {Connecting nodes specially adapted therefor}
- E04H 9/0237: {Structural braces with damping devices}
- E04B 1/24: the supporting parts consisting of metal
- E04B 1/2403: {Connection details of the elongated load-supporting parts}
- E04B 1/98: 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)
- E04B 2001/1996: {Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables}
- E04B 2001/2415: {Brackets, gussets, joining plates}
- E04B 2001/2442: {Connections with built-in weakness points}
- E04B 2001/2445: {Load-supporting elements with reinforcement at the connection point other than the connector}
- E04B 2001/2448: {Connections between open section profiles}
- E04B 2001/2496: {Shear bracing therefor}
- E04H 9/028: {Earthquake withstanding shelters}
- E04B: GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS (border constructions of opening in walls, floors or ceilings E06B1/00; {electromagnetic shielding H05K9/0001})
- E04H: BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL (foundations E02D)

## Abstract

A lateral bracing system is disclosed for affixing a column to a beam in a construction. The lateral bracing system includes a pair of buckling restraint plates, one each affixed to a top and bottom flange of a beam. The lateral bracing system further includes at least one yield plate for each buckling restraint plate. Each yield plate includes a first end affixed to the column, and a second end affixed to the beam.

## Claims

### Claim 1

A construction, comprising:
a column;
a beam;
a shear tab having a length oriented vertically, the shear tab affixed to the column and bolted to the beam, between a top and bottom flange of the beam; and
a buckling restraint assembly on at least one of the top and bottom flanges of the beam, the buckling restraint assembly including:
a column mounted plate affixed to the column,
a beam mounted plate mounted to the beam, and
a yield plate connected between the column mounted plate and the beam mounted plate, the yield plate having a smaller width than the column mounted plate and the beam mounted plate, the smaller width of the yield plate defining first and second notches on opposite sides of the yield plate, between the column mounted plate and beam mounted plate, the yield plate yielding in tension and compression to dissipate stress within the construction upon a lateral load applied to the beam and/or column;
a pair of spacer plates fitting within the first and second notches in the yield plate;
a buckling restraint member covering at least a portion of the yield plate, the pair of spacer plates configured to provide a uniform load distribution across the buckling restraint member due to the first and second notches in the yield plate; and
a pair of bolts fitting through a pair of holes in the buckling restraint member, a pair of holes in the pair of spacer plates and into one of the top and bottom flange of the beam, the pair of bolts receiving a pair of nuts to affix the buckling restraint member and pair of spacer plates to one of the top and bottom flange of the beam.

### Claim 2 (depends on 1)

A construction as recited in claim 1, wherein the yield plate has a lower strength than the beam mounted plate and column mounted plate, the yield plate yielding before the beam mounted plate and the column mounted plate.

### Claim 3 (depends on 1)

A construction as recited in claim 1, wherein the column mounted plate is bolted to the column.

### Claim 4 (depends on 1)

A construction as recited in claim 1, wherein the beam mounted plate is bolted to the beam.

### Claim 5

A construction, comprising:
a column;
a beam;
a shear tab having a length oriented vertically and affixed between the column and beam, between a top and bottom flange of the beam; and
a lateral bracing system affixed between the column and beam, including:
a yield link connected between the column and the beam, the yield link including a pair of notches defining a narrow section yielding in tension and compression to dissipate stress within the construction upon a lateral load applied to the beam and/or column;
a pair of spacer plates fitting within the pair of notches in the yield link and having substantially the same thickness as the yield link;
a buckling restraint member covering at least a portion of the yield plate, the pair of spacer plates configured to provide a uniform load distribution across the buckling restraint member due to the first and second notches in the yield plate;
a pair of bolts fitting through a pair of holes in the buckling restraint member, a pair of holes in the pair of spacer plates and into one of the top and bottom flange of the beam, the pair of bolts receiving a pair of nuts to affix the buckling restraint member and pair of spacer plates to one of the top and bottom flange of the beam;
the shear tab including a central circular hole, and a first and second oblong holes spaced closer to the top and bottom flanges, respectively, than the central circular hole, the central and oblong holes supporting a weight of the beam against gravity, the central circular hole and the first and second oblong holes configured to allow rotation of beam about the central circular hole upon yielding of the yield link without damaging the shear tab, column or beam.

### Claim 6 (depends on 5)

A construction as recited in claim 5, wherein the yield link has a lower strength than the beam and column, the yield link yielding before the beam and the column.

### Claim 7 (depends on 5)

A construction as recited in claim 5, wherein the lateral bracing system comprises a column mounted plate bolted to the column.

### Claim 8 (depends on 5)

A construction as recited in claim 5, wherein the lateral bracing system comprises a beam mounted plate bolted to the beam.