US1548046A - Building columns - Google Patents
Building columns Download PDFInfo
- Publication number
- US1548046A US1548046A US654404A US65440423A US1548046A US 1548046 A US1548046 A US 1548046A US 654404 A US654404 A US 654404A US 65440423 A US65440423 A US 65440423A US 1548046 A US1548046 A US 1548046A
- Authority
- US
- United States
- Prior art keywords
- column
- beams
- columns
- web
- cap
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000000284 resting effect Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000782128 Albizia adianthifolia Species 0.000 description 1
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229940084430 four-way Drugs 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
Definitions
- My invention relates to building columns and it is my object to provide web ties for beams carried by superimposed columns so arranged that the columns and beams will be more rigidly united than in prior structures.
- I-Ieretofore it has been customary to place the beam brackets on a column below its top and to y column between the brackets and the column end so that the web ties will lie against the beam webs when the beams are resting on the brackets.
- the upper, or superimposed column was then set on theupper end of the lower column and some provision had to be made for uniting the two.
- My present ⁇ invention contemplates the Y use of a. cap on the extreme end of the lower column on which the beams rest and web ties on the lower end of the upper column so that the beams will rest on, and be carried by, the lower column and tied to the Yupper column whereby the two columns Aand the beams will be solidly secured together.
- Fig. l is a side view, partly in section, of my improved construction; and Fig. 2 is a plan View, also partly in section, of the structure of Fig.Y 1V. i
- the lower column a is preferably a steel or iron tube l with a plastic filling 2, such as concrete.
- the cap b has a flat crown plate 3, a neck 4 and brackets 5 ymay be placed under the crown ⁇ plate. where the beams rest thereon.
- This cap is preferably made of cast iron or steel with the tube 1 fitting inside the neck 4 and the inner face of the crown plate 3 setting on the column end.
- the upper face of the crown plate 3 may have a ring 6 cast therein to form a socket place the. web ties on the same" or recess to vreceive the lower end of the upper column c which, as is the case of the lower column, is formed of a tube 7 with a plastic filling 8.
- y f g Vertical slots 9 are cut in the lower part of the upper column and slightly eccentric to its axis as shown in Fig. 2. Web ties 10 are inserted in these slots before the tube is filled and are thereby solidly anchored in the concrete. If desired the web plates 10 and the slot edges may be welded together to increase the strength.
- the neck 4 holding it in place.
- the beams 1l are next set in position on the brackets or crown plate after which the vupper column with its web ties is lowered into the ring or socket 6 with the web ties extending Vbetween the beam ends as indicated Vin dotted lines in Fig. 2.
- the upper column is then revolved until the web ties lie up against the beam webs when they' are bolted thereto. If de sired the beam anges may be bolted to the crown plate so that the upper and lower columns ⁇ and beams are all solidly united.
- I claim Building column construction comprising a lower column, a bracket cap thereon adapted to carry a plurality vof beams, an upper column resting on the top of the lower column cap and provided with a plu rality of slots near its lower'end, said slots being eccentric to the column a-Xis, a filling of plastic material within said column, a web tie secured in each of said slots and extending into the plastic material, beams resting on the bracket, each web tie being secured ⁇ to a beam web whereby the beam webs are radially located with respect to the column a-Xis and the upper and lower columns and beams are united into a solid structure.
Description
Aug. A4, 1925.
J. LALLY BUILDING COLUMNS Filed July 28. 1925 Patented Aug. 4, 1925.
PATENT OFFICE.
JOHN LALLY, O'F BOSTON, MASSACHUSETTS.
BUILDING COLUMNS.
Application led July 28, 1923. Serial No. 654,404.V
To all whom t may concern: y
Be it known that I, JOHN LALLY, a citizen of the United States, residing at Boston, in the county of Suffolk and Stateof Massachusetts, have invented certain new and useful Improvements in Building Columns, ofl which the following is a. specification.
My invention relates to building columns and it is my object to provide web ties for beams carried by superimposed columns so arranged that the columns and beams will be more rigidly united than in prior structures. I-Ieretofore it has been customary to place the beam brackets on a column below its top and to y column between the brackets and the column end so that the web ties will lie against the beam webs when the beams are resting on the brackets. The upper, or superimposed column was then set on theupper end of the lower column and some provision had to be made for uniting the two.
My present` invention contemplates the Y use of a. cap on the extreme end of the lower column on which the beams rest and web ties on the lower end of the upper column so that the beams will rest on, and be carried by, the lower column and tied to the Yupper column whereby the two columns Aand the beams will be solidly secured together.
In the drawing, which discloses a fourway cap column, Fig. l is a side view, partly in section, of my improved construction; and Fig. 2 is a plan View, also partly in section, of the structure of Fig.Y 1V. i
The lower column a is preferably a steel or iron tube l with a plastic filling 2, such as concrete. The cap b has a flat crown plate 3, a neck 4 and brackets 5 ymay be placed under the crown `plate. where the beams rest thereon. This cap is preferably made of cast iron or steel with the tube 1 fitting inside the neck 4 and the inner face of the crown plate 3 setting on the column end.
The upper face of the crown plate 3 may have a ring 6 cast therein to form a socket place the. web ties on the same" or recess to vreceive the lower end of the upper column c which, as is the case of the lower column, is formed of a tube 7 with a plastic filling 8. y f g Vertical slots 9 are cut in the lower part of the upper column and slightly eccentric to its axis as shown in Fig. 2. Web ties 10 are inserted in these slots before the tube is filled and are thereby solidly anchored in the concrete. If desired the web plates 10 and the slot edges may be welded together to increase the strength.
In erecting the lower columnvis set up and the cap is slipped over thegend, the neck 4 holding it in place. The beams 1l are next set in position on the brackets or crown plate after which the vupper column with its web ties is lowered into the ring or socket 6 with the web ties extending Vbetween the beam ends as indicated Vin dotted lines in Fig. 2. The upper column is then revolved until the web ties lie up against the beam webs when they' are bolted thereto. If de sired the beam anges may be bolted to the crown plate so that the upper and lower columns` and beams are all solidly united.
I claim Building column construction comprisinga lower column, a bracket cap thereon adapted to carry a plurality vof beams, an upper column resting on the top of the lower column cap and provided with a plu rality of slots near its lower'end, said slots being eccentric to the column a-Xis, a filling of plastic material within said column, a web tie secured in each of said slots and extending into the plastic material, beams resting on the bracket, each web tie being secured` to a beam web whereby the beam webs are radially located with respect to the column a-Xis and the upper and lower columns and beams are united into a solid structure.
In testimony whereof I have affixed my signature.
JOI-IN LALLY.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US654404A US1548046A (en) | 1923-07-28 | 1923-07-28 | Building columns |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US654404A US1548046A (en) | 1923-07-28 | 1923-07-28 | Building columns |
Publications (1)
Publication Number | Publication Date |
---|---|
US1548046A true US1548046A (en) | 1925-08-04 |
Family
ID=24624704
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US654404A Expired - Lifetime US1548046A (en) | 1923-07-28 | 1923-07-28 | Building columns |
Country Status (1)
Country | Link |
---|---|
US (1) | US1548046A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4054392A (en) * | 1976-12-27 | 1977-10-18 | Oppenheim Frank C | Releasable mechanical joints |
US20090038263A1 (en) * | 2005-09-29 | 2009-02-12 | Bernard Douet | Composite pillar for junction connections on constructions and building frames |
-
1923
- 1923-07-28 US US654404A patent/US1548046A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4054392A (en) * | 1976-12-27 | 1977-10-18 | Oppenheim Frank C | Releasable mechanical joints |
US20090038263A1 (en) * | 2005-09-29 | 2009-02-12 | Bernard Douet | Composite pillar for junction connections on constructions and building frames |
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