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US2808912A - Radio tower and leg for the same - Google Patents

Radio tower and leg for the same Download PDF

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Publication number
US2808912A
US2808912A US407220A US40722054A US2808912A US 2808912 A US2808912 A US 2808912A US 407220 A US407220 A US 407220A US 40722054 A US40722054 A US 40722054A US 2808912 A US2808912 A US 2808912A
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Prior art keywords
tower
plates
leg
legs
same
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Expired - Lifetime
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US407220A
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Virgil W Clark
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Youngstown Sheet and Tube Co
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Youngstown Sheet and Tube Co
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Publication date
Application filed by Youngstown Sheet and Tube Co filed Critical Youngstown Sheet and Tube Co
Priority to US407220A priority Critical patent/US2808912A/en
Application granted granted Critical
Publication of US2808912A publication Critical patent/US2808912A/en
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Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • E04H12/10Truss-like structures

Definitions

  • My invention relates to fabricated steel towers and relates in particular to towers of the type employed in radio broadcasting.
  • a further object of the invention is to provide a trifacial tower employing a novel arrangement of legs and reinforcing which enables the art to obtain heights in excess to those obtainable in tower constructions employing structural angles as leg members.
  • a further object of the invention is to provide a tower having legs which may be readily formed from structural steel members known generally as H-beams, by bending the webs of such beams transversely so that the plates or flanges of these beams are swung from planes which are substantially parallel to each other into planes which are disposed at an angle to each other and intersect along a line which is substantially parallel to the edges of the flanges.
  • Fig. 1 is an elevational view, to reduced scale, of a preferred form of the tower
  • Fig. 2 is a section, to enlarged scale, taken as indicated on the line 22 of Fig. 1;
  • Fig. 3 is an enlarged fragmentary section taken as indicated on the line 33 of Fig. 1;
  • Fig. 4 is a perspective view of a portion of one of the leg members.
  • the tower comprises legs 11 laced by cross bracing comprising girts 12 and diagonals 13.
  • the tower 10 is supported by piers which receive the lower ends of the legs 11, and upper portions of the tower 10 are steadied by guy wires 5.
  • Each of the legs 11 comprises a pair of flanges or plates 15 which are extended vertically, or longitudinally of the legs. These plates 15 are disposed in planes which correspond to the faces of the trifacial tower.
  • I show planes a-a and b-b which are defined by faces F and F2 of the tower. These planes lie at an angle to each other and cross along a vertical line L which identifies one corner of the tower and which is substantially parallel to the edges of the plates 15.
  • the plates 15 of the leg 11, shown in the upper part of Fig. 2 are arranged so that their outer faces lie in or correspond to the crossing planes aa and b-b. Although the outer faces of the plate 15 are not parallel, the edges thereof are parallel.
  • the plates 15 are connected by a web 16 comprising adjacent longitudinal portions 17 which merge with the inner faces of the plates 15 along lines which are arranged longitudinally of the plates 15 and which are spaced from the edges of the plates 15.
  • the lateral edges of the web 16 engage the plate 15 along longitudinal lines disposed centrally between the edges of the plates.
  • the leg 11 may be readily made from a structural member of the general character of an H-bearn, such structural member having two parallel plates or flanges connected by a web which is spaced inwardly from the edges of the flanges.
  • the legs 11 have been made from H-beams by bending the webs of such H-beams transversely of a line, such as the line 20 of Fig. 4, which extends longitudinally along the web 16 at'substantially equal distances from the plates 15.
  • the bend made at 21 may be readily sharp, or the bend may approach nearer to an arc inscribed around the line on which the crossing planes defined by the plates 15 intersect.
  • the tower leg disclosed herein lends itself well to the construction of towers of the tri-facial type shown.
  • the web of the H- beam may be readily bent so as to bring the plates 15 into planes 41-11 and bb crossing at an angle of 60, shown in Fig. 2, with the portions 17 of the web 16 lying at an angle of
  • the guy wires 5, consisting of cables, are connected to the tower as shown in Fig. 3 by means of insulators 25 having connector means comprising plates 26 arranged to be extended between adjacent edges of the leg plates 15 and through vertical slots 27 in the leg webs 16, wherein they are secured bywelds 28.
  • outwardly faced channels 30 are formed between up the tower and wherein such lines will be substantially protected against injury.
  • each of said legs consisting of a structural member comprising a pair of parallel elongated plates connected by a web, said web being bent transversely and holding said plates at an angle of approximately 60 to each other so that said plates of each leg lie in the planes of the adjacent faces of said tower, said webs having openings therein; girt members and diagonal members for reenforcing the tower, said members being arranged in the faces of the tower and having their ends connected directly to the leg plates contiguous thereto; and guy means connected directly to the webs of the tower legs, said guy means comprising connector plates extending between the adjacent edges of the leg plates through said openings of said webs and being connected directly thereto.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

Oct. 8, 1957 v. w. CLARK 2,808,912
RADIO TOWER AND LEG FOR THE SAME Filed Feb. 1, 1954 V/RG/L W. CLARK INVENTOR.
United States Patent 2,808,912 RADIO rowan AND LEG FOR THE SAME Virgil W. Clark, Houston, Tex., assignor, by mesne assignments, to The Youngstown Sheet and Tube Company Application February 1, 1954, Serial No. 407,220
1 Claim. (Cl. 189-13) My invention relates to fabricated steel towers and relates in particular to towers of the type employed in radio broadcasting.
It is an object of the invention to provide a tower which is economical because of its greater strength per pound of steel employed and because of its greater tolerances.
It is a further object of the invention to provide a tower which may be extended to extreme heights as compared to towers now in use without expenditure of excessive quantities of material.
A further object of the invention is to provide a trifacial tower employing a novel arrangement of legs and reinforcing which enables the art to obtain heights in excess to those obtainable in tower constructions employing structural angles as leg members.
A further object of the invention is to provide a tower having legs which may be readily formed from structural steel members known generally as H-beams, by bending the webs of such beams transversely so that the plates or flanges of these beams are swung from planes which are substantially parallel to each other into planes which are disposed at an angle to each other and intersect along a line which is substantially parallel to the edges of the flanges.
Further objects and advantages of the invention may be brought out in the following part of the specification wherein I have described the details of a preferred form of the invention for the purpose of completely disclosing the invention so that it may be readily practiced by the art, without intention to limit the scope of the invention which is set forth in the appended claim.
Referring to the accompanying drawing which is for illustrative purposes only:
Fig. 1 is an elevational view, to reduced scale, of a preferred form of the tower;
Fig. 2 is a section, to enlarged scale, taken as indicated on the line 22 of Fig. 1;
Fig. 3 is an enlarged fragmentary section taken as indicated on the line 33 of Fig. 1;
Fig. 4 is a perspective view of a portion of one of the leg members.
As shown in Figs. 1 and 2, the tower comprises legs 11 laced by cross bracing comprising girts 12 and diagonals 13. The tower 10 is supported by piers which receive the lower ends of the legs 11, and upper portions of the tower 10 are steadied by guy wires 5.
Each of the legs 11 comprises a pair of flanges or plates 15 which are extended vertically, or longitudinally of the legs. These plates 15 are disposed in planes which correspond to the faces of the trifacial tower. In Fig. 2, I show planes a-a and b-b which are defined by faces F and F2 of the tower. These planes lie at an angle to each other and cross along a vertical line L which identifies one corner of the tower and which is substantially parallel to the edges of the plates 15. The plates 15 of the leg 11, shown in the upper part of Fig. 2, are arranged so that their outer faces lie in or correspond to the crossing planes aa and b-b. Although the outer faces of the plate 15 are not parallel, the edges thereof are parallel. The plates 15 are connected by a web 16 comprising adjacent longitudinal portions 17 which merge with the inner faces of the plates 15 along lines which are arranged longitudinally of the plates 15 and which are spaced from the edges of the plates 15. In the construction shown the lateral edges of the web 16 engage the plate 15 along longitudinal lines disposed centrally between the edges of the plates.
One of the features of the leg 11 is that it may be readily made from a structural member of the general character of an H-bearn, such structural member having two parallel plates or flanges connected by a web which is spaced inwardly from the edges of the flanges. In the construction shown herein, the legs 11 have been made from H-beams by bending the webs of such H-beams transversely of a line, such as the line 20 of Fig. 4, which extends longitudinally along the web 16 at'substantially equal distances from the plates 15. The bend made at 21 may be readily sharp, or the bend may approach nearer to an arc inscribed around the line on which the crossing planes defined by the plates 15 intersect. The tower leg disclosed herein lends itself well to the construction of towers of the tri-facial type shown. The web of the H- beam may be readily bent so as to bring the plates 15 into planes 41-11 and bb crossing at an angle of 60, shown in Fig. 2, with the portions 17 of the web 16 lying at an angle of The guy wires 5, consisting of cables, are connected to the tower as shown in Fig. 3 by means of insulators 25 having connector means comprising plates 26 arranged to be extended between adjacent edges of the leg plates 15 and through vertical slots 27 in the leg webs 16, wherein they are secured bywelds 28. In the formation of the legs 11, outwardly faced channels 30 are formed between up the tower and wherein such lines will be substantially protected against injury.
I claim:
In a tower of the character described: three legs arranged to define corners of a trifacial tower, each of said legs consisting of a structural member comprising a pair of parallel elongated plates connected by a web, said web being bent transversely and holding said plates at an angle of approximately 60 to each other so that said plates of each leg lie in the planes of the adjacent faces of said tower, said webs having openings therein; girt members and diagonal members for reenforcing the tower, said members being arranged in the faces of the tower and having their ends connected directly to the leg plates contiguous thereto; and guy means connected directly to the webs of the tower legs, said guy means comprising connector plates extending between the adjacent edges of the leg plates through said openings of said webs and being connected directly thereto.
References Cited in the file of this patent UNITED STATES PATENTS
US407220A 1954-02-01 1954-02-01 Radio tower and leg for the same Expired - Lifetime US2808912A (en)

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US407220A US2808912A (en) 1954-02-01 1954-02-01 Radio tower and leg for the same

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2942700A (en) * 1955-05-27 1960-06-28 Alpar Mfg Company Telescoping tower
US3047107A (en) * 1957-11-25 1962-07-31 Alpar Mfg Company Telescoping tower
US3368319A (en) * 1965-08-16 1968-02-13 Granger Associates Tall column structure of connected sections with warren cross-bracing and legs of channel section
US3893276A (en) * 1971-11-17 1975-07-08 Conder International Ltd Beam and building incorporating the same
DE102004044312A1 (en) * 2004-09-10 2006-03-30 Oehme, Hermann R. Method for constructing framework type pylon has the edge supports made from bent strip with a reinforcing plate welded into the inner profile to form a hollow frame section
WO2007042064A1 (en) * 2005-10-13 2007-04-19 Hermann Oehme Hollow profile method for production and use of a hollow profile

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US153170A (en) * 1874-07-21 Improvement in wrought-iron columns
US463317A (en) * 1891-11-17 Metal post
US569687A (en) * 1896-10-20 James todd
FR460983A (en) * 1912-08-10 1913-12-16 Societe Anonyme Des Etablissements Louis Perbal Assembly method for crane and fir pylons
US2003738A (en) * 1933-09-05 1935-06-04 Cartwright Frank Poole Fabricated structure and elements thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US153170A (en) * 1874-07-21 Improvement in wrought-iron columns
US463317A (en) * 1891-11-17 Metal post
US569687A (en) * 1896-10-20 James todd
FR460983A (en) * 1912-08-10 1913-12-16 Societe Anonyme Des Etablissements Louis Perbal Assembly method for crane and fir pylons
US2003738A (en) * 1933-09-05 1935-06-04 Cartwright Frank Poole Fabricated structure and elements thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2942700A (en) * 1955-05-27 1960-06-28 Alpar Mfg Company Telescoping tower
US3047107A (en) * 1957-11-25 1962-07-31 Alpar Mfg Company Telescoping tower
US3368319A (en) * 1965-08-16 1968-02-13 Granger Associates Tall column structure of connected sections with warren cross-bracing and legs of channel section
US3893276A (en) * 1971-11-17 1975-07-08 Conder International Ltd Beam and building incorporating the same
DE102004044312A1 (en) * 2004-09-10 2006-03-30 Oehme, Hermann R. Method for constructing framework type pylon has the edge supports made from bent strip with a reinforcing plate welded into the inner profile to form a hollow frame section
WO2007042064A1 (en) * 2005-10-13 2007-04-19 Hermann Oehme Hollow profile method for production and use of a hollow profile

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