US3414924A - Bridge suspender collar - Google Patents

Bridge suspender collar Download PDF

Info

Publication number
US3414924A
US3414924A US595849A US59584966A US3414924A US 3414924 A US3414924 A US 3414924A US 595849 A US595849 A US 595849A US 59584966 A US59584966 A US 59584966A US 3414924 A US3414924 A US 3414924A
Authority
US
United States
Prior art keywords
suspender
collar
lining
cables
plate member
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
US595849A
Inventor
Sr Preston R Perkey
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.)
Bethlehem Steel Corp
Original Assignee
Bethlehem Steel Corp
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 Bethlehem Steel Corp filed Critical Bethlehem Steel Corp
Priority to US595849A priority Critical patent/US3414924A/en
Application granted granted Critical
Publication of US3414924A publication Critical patent/US3414924A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/14Towers; Anchors ; Connection of cables to bridge parts; Saddle supports

Definitions

  • This invention relates generally to suspension bridges and more specifically to collars surrounding the suspender cables in a suspension bridge where the suspenders pass through a structural member in the bridge.
  • the main cables spanning and supported by towers, carry the suspended structure by vertical suspenders.
  • the suspenders consist of one or more cables. In many cases they are attached to the bottom chord of trusses located on each side of the suspended structure. With this arrangement the suspenders must pass through the top chord of each truss and relative movement between the top chord and suspender may result in chafing of the suspender.
  • To minimize this wear collars containing lining members surrounding each of the suspender cables are mounted on the top chord. In the past, mounting one of these collars and even replacement of worn lining members necessitated disconnecting the suspender from the truss and threading it through the :new collar and lining member.
  • the object of my invention is to provide a suspender collar, every part of which may be replaced, installed or removed without disconnecting the suspender from the truss of said suspended structure.
  • the figure of the drawing is a perspective view Show ing my invention.
  • each lining member 3 is essentially a cylinder split diametrically in a vertical plane and having a flange at its upper end.
  • the lining members are each disposed within apertures in a plate member 4 and surround one of the suspender cables. Since it is split, each lining member may be installed in or removed from the plate member without disconnecting the suspender cable and so replacement of a worn lining member is facilitated.
  • the lining members are fastened to the plate member 4 by cap screws 5 through their flanges. They may be of any material but one which minimizes chafing of the suspender cables is preferred, e.g., zinc or nylon.
  • Plate member 4 is secured to the top chord 2 by bolts 11 and encloses the lining members 3.
  • This plate member is also made up of sections separable along vertical planes passing through the cables. These sections are held together by bolts 6 through abutting sections and by bolt and nut connections 7 between flanges 8 protruding from the abutting sections. Installation or removal of the plate member may thus be achieved without disconnecting the suspender cables, and a cracked or otherwise injured section of either the plate member 4 or lining member 3 may be replaced without dismounting the whole collar.
  • the drawing also shows retaining means preferably consisting of a plurality of retaining plates 9, each placed over a lining member and having an. aperture allowing passage of one of the suspender cables through it.
  • Each retaining plate is also split along a vertical plane passing through one of the suspender cables, so that it also may be installed or replaced with the suspender in place. It is secured to the plate member and lining member by the cap screws which also pass through the flanges of lining member 3.
  • the lining member 3 gradually increases in thickness from top to bottom, resulting in a tapering of the in terior of the lining member, as shown at 10. This tapering facilitates removal of the lining members with the suspender in place, since only the thicker portion, not the total length, of the lining member is in contact with the suspender cable. Therefore, less binding between the cable and lining member will be encountered when the lining member is removed.
  • the collar of the present invention allows removal or installation of the whole collar or of only one element thereof, e.g., the lining members, without disconnecting the suspender from the suspended structure. Worn lining members may be replaced, while the suspender remains in its usual position.
  • said retaining means is comprised of a plurality of retaining plates, separable along vertical planes passing through the apertures in said plate member and having apertures aligned with the apertures in said lining members.
  • each said lining member has a flange at its upper end.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Description

Dec. 10, 1968 P. R. PERKEY, 5R
BR IDGE SUSPENDER COLLAR Filed Nov. 21, 1966 IN VEN TOR Pres/on R. Per/ray Sr.
United States Patent M 3,414,924 BRIDGE SUSPENDER COLLAR Preston R. Peritey, Sr., Harrisburg, Pa., assignor to Bethlehem Steel Corporation, a corporation of Delaware Filed Nov. 21, 1966, Ser. No. 595,849 4 Claims. (Ci. 1422) This invention relates generally to suspension bridges and more specifically to collars surrounding the suspender cables in a suspension bridge where the suspenders pass through a structural member in the bridge.
In suspension bridge construction the main cables, spanning and supported by towers, carry the suspended structure by vertical suspenders. The suspenders consist of one or more cables. In many cases they are attached to the bottom chord of trusses located on each side of the suspended structure. With this arrangement the suspenders must pass through the top chord of each truss and relative movement between the top chord and suspender may result in chafing of the suspender. To minimize this wear collars containing lining members surrounding each of the suspender cables are mounted on the top chord. In the past, mounting one of these collars and even replacement of worn lining members necessitated disconnecting the suspender from the truss and threading it through the :new collar and lining member.
The object of my invention is to provide a suspender collar, every part of which may be replaced, installed or removed without disconnecting the suspender from the truss of said suspended structure.
I have discovered that the foregoing object can be attained by providing a collar comprising parts separable along vertical planes passing through the suspender cables.
The figure of the drawing is a perspective view Show ing my invention.
With reference to the drawing, the installation of the collar of my invention around a suspender where the suspender cables 1 pass through the top chord 2 of a truss member is illustrated. As shown, each lining member 3 is essentially a cylinder split diametrically in a vertical plane and having a flange at its upper end. The lining members are each disposed within apertures in a plate member 4 and surround one of the suspender cables. Since it is split, each lining member may be installed in or removed from the plate member without disconnecting the suspender cable and so replacement of a worn lining member is facilitated. The lining members are fastened to the plate member 4 by cap screws 5 through their flanges. They may be of any material but one which minimizes chafing of the suspender cables is preferred, e.g., zinc or nylon.
Plate member 4 is secured to the top chord 2 by bolts 11 and encloses the lining members 3. This plate member is also made up of sections separable along vertical planes passing through the cables. These sections are held together by bolts 6 through abutting sections and by bolt and nut connections 7 between flanges 8 protruding from the abutting sections. Installation or removal of the plate member may thus be achieved without disconnecting the suspender cables, and a cracked or otherwise injured section of either the plate member 4 or lining member 3 may be replaced without dismounting the whole collar.
3,414,924 Patented Dec. 10, 1968 The drawing also shows retaining means preferably consisting of a plurality of retaining plates 9, each placed over a lining member and having an. aperture allowing passage of one of the suspender cables through it. Each retaining plate is also split along a vertical plane passing through one of the suspender cables, so that it also may be installed or replaced with the suspender in place. It is secured to the plate member and lining member by the cap screws which also pass through the flanges of lining member 3.
The lining member 3 gradually increases in thickness from top to bottom, resulting in a tapering of the in terior of the lining member, as shown at 10. This tapering facilitates removal of the lining members with the suspender in place, since only the thicker portion, not the total length, of the lining member is in contact with the suspender cable. Therefore, less binding between the cable and lining member will be encountered when the lining member is removed.
The collar of the present invention allows removal or installation of the whole collar or of only one element thereof, e.g., the lining members, without disconnecting the suspender from the suspended structure. Worn lining members may be replaced, while the suspender remains in its usual position.
I claim:
1. In a suspension bridge, a collar for enclosing the cables forming a suspender where said cables pass through the top chord of the suspended structure of said suspension bridge, said collar comprising:
(a) a plate member secured to said top chord, said plate member having a plurality of apertures aligned with the cables of said suspender and comprised of a plurality of sections separable along vertical planes passing through said apertures,
(b) a plurality of lining members, each disposed within an aperture in said plate member and having an aperture, each said lining member being split along a vertical plane passing through the center of the aperture in said lining member,
(c) retaining means securing said lining members in the apertures in said plate member.
2. The collar as set forth in claim 1, in which said retaining means is comprised of a plurality of retaining plates, separable along vertical planes passing through the apertures in said plate member and having apertures aligned with the apertures in said lining members.
3. The collar as set forth in claim 1, in which the aperture in each said lining member is tapered.
4. The collar as set forth in claim 1, in which each said lining member has a flange at its upper end.
References Cited UNITED STATES PATENTS JACOB L. NACKENOFF, Primary Examiner.
U.S. Cl. XR.

Claims (1)

1. IN A SUSPENSION BRIDGE, A COLLAR FOR ENCLOSING THE CABLES FORMING A SUSPENDER WHERE SAID CABLES PASS THROUGH THE TOP CHORD OF THE SUSPENDED STRUCTURE OF SAID SUSPENSION BRIDGE, SAID COLLAR COMPRISING: (A) A PLATE MEMBER SECURED TO SAID TOP CHORD, SAID PLATE MEMBER HAVING A PLURALITY OF APERTURES ALIGNED WITH THE CABLES OF SAID SUSPENDER AND COMPRISED OF A PLURALITY OF SECTIONS SEPARABLE ALONG VERTICAL PLANES PASSING THROUGH SAID APERTURES, (B) A PLURALITY OF LINING MEMBERS, EACH DISPOSED WITHIN AN APERTURE IN SAID PLATE MEMBER AND HAVING AN APERTURE, EACH SAID LINING MEMBER BEING SPLIT ALONG A VERTICAL PLANE PASSING THROUGH THE CENTER OF THE APERTURE IN SAID LINING MEMBER, (C) RETAINING MEANS SECURING SAID LINING MEMBERS IN THE APERTURES IN SAID PLATE MEMBER.
US595849A 1966-11-21 1966-11-21 Bridge suspender collar Expired - Lifetime US3414924A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US595849A US3414924A (en) 1966-11-21 1966-11-21 Bridge suspender collar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US595849A US3414924A (en) 1966-11-21 1966-11-21 Bridge suspender collar

Publications (1)

Publication Number Publication Date
US3414924A true US3414924A (en) 1968-12-10

Family

ID=24384932

Family Applications (1)

Application Number Title Priority Date Filing Date
US595849A Expired - Lifetime US3414924A (en) 1966-11-21 1966-11-21 Bridge suspender collar

Country Status (1)

Country Link
US (1) US3414924A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5088142A (en) * 1988-02-05 1992-02-18 Societe Anonyme Dite Societe Centrale D'etudes Et De Realisations Routieres Device for securing a cable to the concrete platform of a bridge, and bridge equipped with such devices

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1930655A (en) * 1929-02-20 1933-10-17 Locomotive Finished Material C Bearing
US2058298A (en) * 1935-04-25 1936-10-20 Willis F Chesley Jig bushing
US2090580A (en) * 1933-02-09 1937-08-17 American Steel & Wire Co Cable anchorage and its installation
US2329529A (en) * 1942-06-26 1943-09-14 Jr Joseph M Gwinn Adjustable cable guide
US2748407A (en) * 1951-12-26 1956-06-05 Bethlehem Steel Corp Wedge fillers for suspension bridge cables

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1930655A (en) * 1929-02-20 1933-10-17 Locomotive Finished Material C Bearing
US2090580A (en) * 1933-02-09 1937-08-17 American Steel & Wire Co Cable anchorage and its installation
US2058298A (en) * 1935-04-25 1936-10-20 Willis F Chesley Jig bushing
US2329529A (en) * 1942-06-26 1943-09-14 Jr Joseph M Gwinn Adjustable cable guide
US2748407A (en) * 1951-12-26 1956-06-05 Bethlehem Steel Corp Wedge fillers for suspension bridge cables

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5088142A (en) * 1988-02-05 1992-02-18 Societe Anonyme Dite Societe Centrale D'etudes Et De Realisations Routieres Device for securing a cable to the concrete platform of a bridge, and bridge equipped with such devices

Similar Documents

Publication Publication Date Title
EP2729621B1 (en) Arrangement for supporting a brace, in particular a stay cable, transversely to the longitudinal extent thereof
DE2710859C2 (en) Closure device for large openings in a container under high pressure
CA1186656A (en) Centrifuge sieve
DE102010008639A1 (en) Mounting construction for tower installation of wind turbines, has component structure, on which vertical load acts, where tensile forces acting on component structure are removed by bendable traction elements
DE2753112C3 (en) Anchoring of a tensioned tension member for high loads in a concrete component, e.g. a stay cable of a cable-stayed bridge
US3414924A (en) Bridge suspender collar
US2177567A (en) Method of fixing fastening pieces to metallic cables
US1983228A (en) Bolted pipe joint
US3599827A (en) Methods of providing walls with wear-resistant linings
DE102017122770A1 (en) Covering for railway tracks
DE801407C (en) Anchoring structure of pre-stressed steel inserts in prestressed concrete bodies
DE1442388A1 (en) Multiple hydrocyclone system
DE899963C (en) Bulkhead implementation
US3344452A (en) Cable anchorage
DE1253965B (en) Band brake with a brake lining made of sintered metal, in particular as a parking brake for motor vehicles
DE2415743A1 (en) Lattice mast assembly component set - comprising centrifugally cast concrete tubes with cast-in end connecting elements
SU1571171A1 (en) Formwork shield
DE493111C (en) Reinforced concrete slab
EP0019727B1 (en) Protection device against the effects of an insulator break in multiple-insulator strings
SU751985A2 (en) Reinforcing carcass for curvilinear ferroconcrete roof
SU727735A1 (en) Assembly for securing guy ropes to guy rope bridge pylon
DE2613152B2 (en) Concrete mast for high voltage overhead lines
DE2605709A1 (en) LID-LIKE CLOSURE
DE3048604C2 (en) Closure device for a large opening in a prestressed pressure vessel
US4591340A (en) Refractory insulating shields for water-cooled pipes