US901453A - Column. - Google Patents

Column. Download PDF

Info

Publication number
US901453A
US901453A US44696006A US1906446960A US901453A US 901453 A US901453 A US 901453A US 44696006 A US44696006 A US 44696006A US 1906446960 A US1906446960 A US 1906446960A US 901453 A US901453 A US 901453A
Authority
US
United States
Prior art keywords
column
casing
cap
filling
bolts
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
Application number
US44696006A
Inventor
John Lally
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US44696006A priority Critical patent/US901453A/en
Application granted granted Critical
Publication of US901453A publication Critical patent/US901453A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/185Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material

Definitions

  • This invention relates to columns and the object of the invention is to provide a column of composite construction, embodying metal and concrete the elements of which are so combined and arranged that a continuous metal sup1 ort is afl'orded throughout the entire lengt of the column 'thus adding greatly to the supporting and strain resisting properties of the column as a whole.
  • the column comprises a base ,1 which under the preferred embodiment of the invention has on its upper surface an annular flan e 2 within which is received and conline the outer shell or column casing 3.
  • This casing may be of any desired height according to the height of the column and column section,
  • the bottom flange 8 encircling the upper end of the casing 3, while the flange 7 encircles the bottom edge of the short superim osed outer casing 3, the two casing sections eing thus centered relatively to each other.
  • a crown plate 9 Upon the top' of the casing section 3 is mounted a crown plate 9, the latter being formed with a series of holes in which are received the enlarged tapering heads 10 of a series of anchor bolts or rods 11, which pass downward within -the casing sections, as shown, and also through a correspondin series of holes formed in the cap rest 6, an if desired, also through a corresponding series of holes in the base 1.
  • the bolts or rods 11 pass throu h the base 1, the latter is countersunk in its ower side as shown to receive and let in the nuts 12, so that a smooth even surface is provided for the bottom of the column.
  • the crown plate 9 is eflectively braced by means of a series of triangular shaped brack-- ets 14 which reach from the cap rest to the crown plate, as shown, and each of said brackets is reduced at its inner edge to form a relatively narrow inwardly ro'ecting shank 15, the latter passing throug t e casing section 3 and havin its inner extremity bent'or extended laterally to form a hook or flange 16 which'passesbehind the adjacent anchor bolt or rod 11, the latter thus acting also as an anchor for the bracket.
  • a shoulder 17 is formed on the bracket, said shoulder bearing against the outer side of the casing section, as-shown. In this way the brackets and casing section3 mutually brace andsupport each other.
  • ' ' core 4 is a cap rest 6 embodying upper and, I
  • said parts corres on being adapted to fit into a corresponding socket or' seat in the cap of the lower column section, as shown in Fig. '1.
  • a series ofbolts 21 are run lengthwise through the concrete filling'22 of the casing 18 and extended below'the lower end of'the said casin as seen in Fig. 4, while a small casing or s de jecting ends of said rods or was and led 'tions, one section extending with concrete as indicated at 24,thebolts 21 being thus firmlyembedded inthe concrete.
  • the pintle or steady pin 20 thus formed passes through a central opening in the crown plate 9 down into the socket provided therefor in the cap as seen in Fig. 1, thereby positioning and steadying'the u per column section and reventing the sai u per section from ti ting upon the cap.
  • a socket 'tube 25 may be inserted in the socket opening as a lining for the same, as shown in'Fig. 1, said tube extending from the top of the crown plate to the top of the cap rest 6.
  • the cruciform core 4 is shown as made in one'piece, while in Fig. 6, said core is shown as made up of several ieces or seeacross the interior of the casing and 'two other narrower lates extending from the first mentioned p ate outward to'the casing.
  • the shanks 15 may be formed with eyes 26 to receive the bolts or rods '11, as shown in Fig. 7, the result being the same in both cases.
  • a column comprising a casing, bolts extending lengthwise of the column, and a wrought-iron column cap embodyingj a.
  • a column comprising-a casing, bolts extending lengthwise of the column, and a wrought-iron column cap embodying a eve 23 isplaced around the roiametrically crown late h'eldin place by said bolts, and braces eld between the crown plate and the body of the column. 7
  • a column comprising a casing, a filling *therefor, a base on which the casing rests, a superimposed rest, a cruciform core extending-i'rom the. base to the superimposed rest, and means for tying the base and rest together.
  • a column comprising a casing, a, filhng therefor, a base,-a cap'rest mounted on the casing, a cruciform core embedded in the filling and extending from the base to the ca rest, a cap'supported onthe rest, and bolts extending lengthwise of the column, embedded in'the-filling and holding the cap anchored on'the column.
  • a column comprising a casing, a filling therefor, and a cap supported onjthe column and embodying a crown plate andbrackets for said plate having portions thereof embedded in the filling.
  • a column comprising a casing, a filling therefor, a cap rest, a cap mounted thereon and embodying a casing, a filling therefor, a crown plate, brackets having portions thereof passing through the cap easing into the filhng, and anchoring means withm the cap casing engaging and holding the inwardly extending portions of the brackets.
  • a column comprising a casing, a filling therefor, a cap rest, a cap mounted on said rest and embodying a casing, a filling therefor, 'a crown plate, brackets interposed between the crown plate and cap rest and-provided with shanks which enter the cap casing and are fla ed or shouldered, and anchor bolts embedded in the filling and engaging the flanges or shoulders of the said shanks.
  • a column comprising sections, one of which is provided with a intle and another witha socket for said pint e, the pintle'bearing section embodying a casing, a filling therefor, and a series of bolts or rods em'-- bedded in the fillingand projecting beyond the end of "the casing to form the pintle.
  • a column comprising sections, one of which is provided with a intle and another with a socket for said pint e, the pin'tle bearing section embodying a casing, a filling .%therefor, and a series of bolts or rods embedded in'the filling and projecting beyond the end of the casing, the said projecting ends of the bolts'or rods being incased to form the pintle of said section.
  • the pintle beering section embodying a casing, 21 filling for ing section embodyin a. casing, a fillin said casing, a; cruciform core embedded in the therefor, a series of be ts orrods embedd filling, and a series of bolts 01" rods arran ed 15 in the filling and proecting beyond the end between'the flanges of the core embedde in 5 of the casing, the sei projecting ends of the the filling and'projecting beyond the end of bolts or rods being incased in concrete, and a the casing to form the rude.
  • metal casing or jacket encirclin the project- In testimony-whereo I afiix my signature ing ends of the bolts or rods an the concrete in presence of two witnesses.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

J. LALLY.
COLUMN APPLIOATIOH FILED AUG. 22, 1907. RENEWED AUG. 4, 190B.
Patentqd 001;. 20, 1908.
2 SHEETS-SHEET 2.
JOHN LALLY, OF BOSTON, MASSACHUSETTS.
COLUMN.
Mason-453.
Specification of Letters Pateht.
Patented Oct. 20, 1908.
Application filed August 22,1907, Serial No. 389,638. Renewed August 4, 1900. Serial No. 446,960. a
To all whom it may concern:
Be it known that I, JOHN LALLY, a citizen of the United States, residing at Boston, in the county of Suffolk and State of Massachusetts, have invented a certain new and useful Column, of which the following is a specification, reference being bad therein to the accompanying drawing.
This invention relates to columns and the object of the invention is to provide a column of composite construction, embodying metal and concrete the elements of which are so combined and arranged that a continuous metal sup1 ort is afl'orded throughout the entire lengt of the column 'thus adding greatly to the supporting and strain resisting properties of the column as a whole.
- A further object of the invention is to provide a novel and effective construction of cap for the column embodying braces or brackets so combined with and related to the bolts, rivets or the like.
With the above and other ob'ects in view the nature of which will more in y appear as the description proceeds, the invention consists in the novel construction,combination and arran ement herein fully described, illustrated and claimed.
In the accompanying drawings :-Figure 1 is a vertical longitudinal section through a column embodying the resent invention, showing a superimpose seated upon the column cap. Fig. 2 is a cross section through the. same on the line 22 of Fig. 1. Fig. 3 is a cross section through the same on the line 3-3 of Fig. 1'. Fig. 4 is a vertical longitudinal section through a superimposed column section, showing the manner of forming the pintle or steady pin thereon. Fig. 5 is a bottom plan view of the same. Fi 6 is a cross'section similar to Fig. 2, showm a slight modification in the construction 0 the cruciform core of the column. Fig. 7 is a detail cross section showing another way of fastening the braces or brackets in place.
The column comprises a base ,1 which under the preferred embodiment of the invention has on its upper surface an annular flan e 2 within which is received and conline the outer shell or column casing 3. This casing may be of any desired height according to the height of the column and column section,
within said casin is placed a cruciform core or main body 4 vmg the radiating wings or flanges 5 which extend outward'close .to or in contact with the inner surface of the casing 3 as indicated in Fig.. 2.
Mounted uponthe upper end of the casin 3 and the corresponding end of the centra lower annular flanges 7 and 8, respectively, the bottom flange 8 encircling the upper end of the casing 3, while the flange 7 encircles the bottom edge of the short superim osed outer casing 3, the two casing sections eing thus centered relatively to each other.
' Upon the top' of the casing section 3 is mounted a crown plate 9, the latter being formed with a series of holes in which are received the enlarged tapering heads 10 of a series of anchor bolts or rods 11, which pass downward within -the casing sections, as shown, and also through a correspondin series of holes formed in the cap rest 6, an if desired, also through a corresponding series of holes in the base 1. In case the bolts or rods 11 pass throu h the base 1, the latter is countersunk in its ower side as shown to receive and let in the nuts 12, so that a smooth even surface is provided for the bottom of the column. In some cases, however, the bolts 11 may not extend as far as the base, in which case the nuts 12 are threaded upon the bolts or rods just beneath the cap rest, as shown in Fig. 1. In this way all parts of the column are secured tied or bolted together and when the casing sections are filled with concrete as indicated at 13, a thoroughly braced, fireproof column is the result.
The crown plate 9 is eflectively braced by means of a series of triangular shaped brack-- ets 14 which reach from the cap rest to the crown plate, as shown, and each of said brackets is reduced at its inner edge to form a relatively narrow inwardly ro'ecting shank 15, the latter passing throug t e casing section 3 and havin its inner extremity bent'or extended laterally to form a hook or flange 16 which'passesbehind the adjacent anchor bolt or rod 11, the latter thus acting also as an anchor for the bracket. In reducing the bracketto form the'retaining shank 15, a shoulder 17 is formed on the bracket, said shoulder bearing against the outer side of the casing section, as-shown. In this way the brackets and casing section3 mutually brace andsupport each other.
' 'core 4 is a cap rest 6 embodying upper and, I
The {superimposed column section em-- bodies a casing 18 and a cruciform-core '19 with the arts 3 and 4 above described. 11 order to orm a connection between the two column sections, a pintle or steady in is formedon the bottom I of the superimposed column. section as shown in Figs. 1 and 4, the same.
therein, said parts corres on being adapted to fit into a corresponding socket or' seat in the cap of the lower column section, as shown in Fig. '1. In forming this pintle, a series ofbolts 21 are run lengthwise through the concrete filling'22 of the casing 18 and extended below'the lower end of'the said casin as seen in Fig. 4, while a small casing or s de jecting ends of said rods or was and led 'tions, one section extending with concrete as indicated at 24,thebolts 21 being thus firmlyembedded inthe concrete.
The pintle or steady pin 20 thus formed passes through a central opening in the crown plate 9 down into the socket provided therefor in the cap as seen in Fig. 1, thereby positioning and steadying'the u per column section and reventing the sai u per section from ti ting upon the cap. I? desired a socket 'tube 25 may be inserted in the socket opening as a lining for the same, as shown in'Fig. 1, said tube extending from the top of the crown plate to the top of the cap rest 6.
In Fig. 2 the cruciform core 4 is shown as made in one'piece, while in Fig. 6, said core is shown as made up of several ieces or seeacross the interior of the casing and 'two other narrower lates extending from the first mentioned p ate outward to'the casing. When filled with concrete all parts of'the column are" held firmly thereby. Instead of providing the hooks or'fianges 16, above described, and as shown in Fig. 3, the shanks 15 may be formed with eyes 26 to receive the bolts or rods '11, as shown in Fig. 7, the result being the same in both cases.
It will be seen that the anchor bolts or rods 11 hold or tie all parts of the column together and form a rlgid structure; further that said bolts or rods are embedded in the concrete fillin of the column and themselves effectively he d and braced at all points in their lengthv thereby. A very strong, dura ble and fireproof column is thus obtained, this being accomplished without the use of the many smallbolts, rivets and like fasteners ordinarily employed.
I claim 1. A column comprising a casing, bolts extending lengthwise of the column, and a wrought-iron column cap embodyingj a.
. crown (plate and braces therefor held 1n place 'by sai bolts.
2. A column comprising-a casing, bolts extending lengthwise of the column, and a wrought-iron column cap embodying a eve 23 isplaced around the roiametrically crown late h'eldin place by said bolts, and braces eld between the crown plate and the body of the column. 7
3. A column comprising a casing, a filling *therefor, a base on which the casing rests, a superimposed rest, a cruciform core extending-i'rom the. base to the superimposed rest, and means for tying the base and rest together. I
4. A column comprising a casing, a, filhng therefor, a base,-a cap'rest mounted on the casing, a cruciform core embedded in the filling and extending from the base to the ca rest, a cap'supported onthe rest, and bolts extending lengthwise of the column, embedded in'the-filling and holding the cap anchored on'the column.
.5. A column comprising a casing, a filling therefor, and a cap supported onjthe column and embodying a crown plate andbrackets for said plate having portions thereof embedded in the filling.
6. A column comprising a casing, a filling therefor, a ca rest, a cap mounted on said rest and embodying a crown plate and brackets interposed between the crown plate and cap rest and provided with shanks which enter the filling, and'bolts embedded in the filling and engaging said shanks to hold the brackets in place.
7. A column comprising a casing, a filling therefor, a cap rest, a cap mounted thereon and embodying a casing, a filling therefor, a crown plate, brackets having portions thereof passing through the cap easing into the filhng, and anchoring means withm the cap casing engaging and holding the inwardly extending portions of the brackets.
8. A column comprising a casing, a filling therefor, a cap rest, a cap mounted on said rest and embodying a casing, a filling therefor, 'a crown plate, brackets interposed between the crown plate and cap rest and-provided with shanks which enter the cap casing and are fla ed or shouldered, and anchor bolts embedded in the filling and engaging the flanges or shoulders of the said shanks.
9. A column comprising sections, one of which is provided with a intle and another witha socket for said pint e, the pintle'bearing section embodying a casing, a filling therefor, and a series of bolts or rods em'-- bedded in the fillingand projecting beyond the end of "the casing to form the pintle.
10. A column comprising sections, one of which is provided with a intle and another with a socket for said pint e, the pin'tle bearing section embodying a casing, a filling .%therefor, and a series of bolts or rods embedded in'the filling and projecting beyond the end of the casing, the said projecting ends of the bolts'or rods being incased to form the pintle of said section.
11. column com rising sections one of which is provided wit a pmtle and another with a socket for said pintle, the pintle beering section embodying a casing, 21 filling for ing section embodyin a. casing, a fillin said casing, a; cruciform core embedded in the therefor, a series of be ts orrods embedd filling, and a series of bolts 01" rods arran ed 15 in the filling and proecting beyond the end between'the flanges of the core embedde in 5 of the casing, the sei projecting ends of the the filling and'projecting beyond the end of bolts or rods being incased in concrete, and a the casing to form the rude. metal casing or jacket encirclin the project- In testimony-whereo I afiix my signature ing ends of the bolts or rods an the concrete in presence of two witnesses.
incasing the same. JOHN LALLY. 10 i 12. A column complrising sections one of Witnesses:
which is provided wit a mtle and another DANIEL J. KANE,
with a. socket for said pint e, the pintle bear- KA'rnERINE L. ONEIL.
US44696006A 1906-08-04 1906-08-04 Column. Expired - Lifetime US901453A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US44696006A US901453A (en) 1906-08-04 1906-08-04 Column.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US44696006A US901453A (en) 1906-08-04 1906-08-04 Column.

Publications (1)

Publication Number Publication Date
US901453A true US901453A (en) 1908-10-20

Family

ID=2969876

Family Applications (1)

Application Number Title Priority Date Filing Date
US44696006A Expired - Lifetime US901453A (en) 1906-08-04 1906-08-04 Column.

Country Status (1)

Country Link
US (1) US901453A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1990012174A1 (en) * 1989-04-05 1990-10-18 Thor Joergen Improvements in or relating to composite columns and a method of manufacturing the same
US6530182B2 (en) * 2000-10-23 2003-03-11 Kazak Composites, Incorporated Low cost, light weight, energy-absorbing earthquake brace
US20030205008A1 (en) * 2000-09-12 2003-11-06 Sridhara Benne Narasimha Murthy Sleeved bracing useful in the construction of earthquake resistant structures
US20090038263A1 (en) * 2005-09-29 2009-02-12 Bernard Douet Composite pillar for junction connections on constructions and building frames

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1990012174A1 (en) * 1989-04-05 1990-10-18 Thor Joergen Improvements in or relating to composite columns and a method of manufacturing the same
US20030205008A1 (en) * 2000-09-12 2003-11-06 Sridhara Benne Narasimha Murthy Sleeved bracing useful in the construction of earthquake resistant structures
US7188452B2 (en) * 2000-09-12 2007-03-13 Sridhara Benne Narasimha Murth Sleeved bracing useful in the construction of earthquake resistant structures
US6530182B2 (en) * 2000-10-23 2003-03-11 Kazak Composites, Incorporated Low cost, light weight, energy-absorbing earthquake brace
US20090038263A1 (en) * 2005-09-29 2009-02-12 Bernard Douet Composite pillar for junction connections on constructions and building frames

Similar Documents

Publication Publication Date Title
US364077A (en) Windmill-tower
US901453A (en) Column.
US1761321A (en) Foundation construction
US877587A (en) Skeleton tower.
US437592A (en) Timber seat and tie for building purposes
US549053A (en) Telegraph-pole
US905888A (en) Column.
US796227A (en) Column.
US2196939A (en) Vehicle frame and panel attaching means
US841064A (en) Telegraph and trolley pole.
US864854A (en) Pole-base.
US1233719A (en) Gate.
US467141A (en) seely
US1046117A (en) Reinforcement for concrete structures.
US1715479A (en) Transmission-line tower
US1340454A (en) Rail
US1080525A (en) Reinforcing-pole.
US871698A (en) Fence construction.
US482381A (en) Paul pearson
US540096A (en) Tower
US871076A (en) Reinforced steel column.
US1075251A (en) Reinforced-concrete floor.
US142082A (en) Improvement in telegraph-poles
US1548046A (en) Building columns
US356896A (en) Philo b