Patent US4014089A successfully refreshed from Google Patents.
US4014089A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Method of connecting beams and columns of steel frame construction
Assignee: Kajima Corp
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Filing: 1975-12-08
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Granted: 1977-03-29
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Expires: 1995-12-08
Abstract
Abstract A method of connecting beams having an H-shaped section to a column having an H-shaped section of a steel frame construction with upper and lower flange fittings. The flange fitting comprises a substantially rectangular base plate to be connected to the column having centrally a continuous thicker portion from which the base plate is tapered toward opposite ends of the base plate, a supporting plate projecting from the thicker portion for supporting a flange of the beam and a reinforcement on the base plate forming a T-shaped portion with the supporting plate. First the supporting plate of the upper flange fitting is secured to one end of an upper flange of the beam in end-to-end relationship and the base plate of the lower flange fitting is bolted in position to the column. Thereafter, one end of a lower flange of the beam is located onto the supporting plate of the lower flange fitting, and the lower flange of the upper flange fitting are secured to the supporting plate of the lower flange fitting and the surface of the column, respectively.
Inventors
- 👤 Kuniaki Sato
- 👤 Kozo Toyama
- 👤 Eiji Matsushita
- 👤 Akio Tomita
- 👤 Shuei Suzuki
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-02 03:17
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/18; E04B1/24; E04B1/2403; E04B2001/2415; E04B2001/2445; E04B2001/2448; E04B2001/2457; Y; Y10; Y10T; Y10T29/00; Y10T29/49; Y10T29/49826; Y10T29/49947; Y10T29/49963; Y10T29/49966; Y10T29/49968
Claims Analysis
Total Claims: 11
Claim 1
Independent Claim
212 words
A method of connecting beams having an H-shaped section to a column having an H-shaped section of a steel frame construction by means of upper and lower flange fittings each comprising a substantially rectangular base plate to be connected to the column having centrally a continuous thicker portion from which the base plate is tapered toward opposite ends of the base plate, a supporting plate projecting from the thicker portion for supporting an upper flange of the beam and a reinforcement on the base plate forming a T-shaped portion with said supporting plate, characterized in comprising steps of securing said supporting plate of said upper flange fitting to one end of the upper flange of the beam in end-to-end relationship, bolting the base plate of said lower flange fitting in position to the column, placing one end of a lower flange of the beam onto said supporting plate of said lower flange fitting such that said base plate of the upper flange fitting secured to the upper flange of the beam is in contact with a surface of said column, securing the lower flange of the beam to the supporting plate of the lower flange fitting and bolting the base plate of the upper flange fitting to the surface of the column.
Claim 2
Independent Claim
212 words
A method of connecting beams having an H-shaped section to a column having an H-shaped section of a steel frame construction by means of upper and lower flange fittings each comprising a substantially rectangular base plate to be connected to the column having centrally a continuous thicker portion from which the base plate is tapered toward opposite ends of the base plate, a supporting plate projecting from the thicker portion for supporting an upper flange of the beam and a reinforcement on the base plate forming a T-shaped portion with said supporting plate, characterized in comprising steps of securing said supporting plate of said upper flange fitting to one end of the upper flange of the beam in end-to-end relationship, bolting the base plate of said lower flange fitting in position to the column, placing one end of a lower flange of the beam onto said supporting plate of said lower flange fitting such that said base plate of the upper flange fitting secured to the upper flange of the beam is in contact with a surface of said column, securing the lower flange of the beam to the supporting plate of the lower flange fitting and bolting the base plate of the upper flange fitting to the surface of the column.
Claim 3
Dependent Claim
31 words
A method as set forth in claim 1, wherein said supporting plate of the lower flange fitting is secured to the lower flange of the beam by bolting to each other.
Claim 4
Dependent Claim
31 words
A method as set forth in claim 2, wherein said supporting plate of the upper flange fitting is secured to the upper flange of the beam by bolting to each other.
Claim 5
Dependent Claim
28 words
A method as set forth in claim 2, wherein the supporting plate of the upper flange fitting is secured to the upper flange of the beam by welding.
Claim 6
Independent Claim
269 words
A method of connecting beams having an H-shaped section to a column having an H-shaped section of a steel frame construction, comprising steps of providing an upper flange fitting comprising protrusion in opposition to an upper flange and a web continual thereto of a said beam, a base plate tapered from a bottom of said protrusion in opposition to the flange of said beam toward upper and lower portions of the base plate and seats having holes for bolts formed in said base plate; welding said protrusions of said upper flange fitting to said upper flange and said web of said beams, respectively; providing a lower flange fitting comprising a horizontal plate formed with holes for bolts for supporting a lower flange of said beam thereon and bolted thereto, a vertical reinforcement plate under said horizontal plate, a base plate tapered from a bottom of said horizontal plate toward upper and lower portions of the base plate and seats having holes for bolts formed in said base plate; bolting said lower flange fitting in position to a web of said column; bringing the end of said beam having said upper flange fitting welded thereto to the web of said column such that said lower flange of said beam is located on said horizontal plate of said lower flange fitting and said base plate of said upper flange fitting is in contact with said web of said column; and bolting said lower flange of said beam to said horizontal plate of said lower flange fitting and said base plate of said upper flange fitting to said web of said column.
Claim 7
Independent Claim
269 words
A method of connecting beams having an H-shaped section to a column having an H-shaped section of a steel frame construction, comprising steps of providing an upper flange fitting comprising protrusion in opposition to an upper flange and a web continual thereto of a said beam, a base plate tapered from a bottom of said protrusion in opposition to the flange of said beam toward upper and lower portions of the base plate and seats having holes for bolts formed in said base plate; welding said protrusions of said upper flange fitting to said upper flange and said web of said beams, respectively; providing a lower flange fitting comprising a horizontal plate formed with holes for bolts for supporting a lower flange of said beam thereon and bolted thereto, a vertical reinforcement plate under said horizontal plate, a base plate tapered from a bottom of said horizontal plate toward upper and lower portions of the base plate and seats having holes for bolts formed in said base plate; bolting said lower flange fitting in position to a web of said column; bringing the end of said beam having said upper flange fitting welded thereto to the web of said column such that said lower flange of said beam is located on said horizontal plate of said lower flange fitting and said base plate of said upper flange fitting is in contact with said web of said column; and bolting said lower flange of said beam to said horizontal plate of said lower flange fitting and said base plate of said upper flange fitting to said web of said column.
Claim 8
Dependent Claim
77 words
A method as set forth in claim 5, wherein further comprising steps of providing separate said upper flange fittings, welding said protrusions of one of said upper flange fitting to said upper flange and said web of a beam, welding said protrusions of the other of said upper flange fitting upside-down to said lower flange and said web of said beam, and bolting said base plates of these fittings in position to a flange of said column.
Claim 9
Dependent Claim
28 words
A method as set forth in claim 1, wherein the supporting plate of the lower flange fitting is secured to the lower flange of the beam by welding.
Claim 10
Dependent Claim
26 words
A method as set forth in claim 7, wherein the reinforcement of the lower flange fitting is secured to a web of the beam by welding.
Claim 11
Dependent Claim
28 words
A method as set forth in claim 7, wherein the supporting plate of the upper flange fitting is secured to the upper flange of the beam by welding.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1980-03-28 | 1980-09-27 | 1981-03-29 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1984-03-28 | 1984-09-27 | 1985-03-29 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1988-03-28 | 1988-09-27 | 1989-03-29 | $7700.00 | Window Closed / Lapsed |