US20040134155A1 - System and method for strengthening tubular and round tower members - Google Patents

System and method for strengthening tubular and round tower members Download PDF

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Publication number
US20040134155A1
US20040134155A1 US10677710 US67771003A US2004134155A1 US 20040134155 A1 US20040134155 A1 US 20040134155A1 US 10677710 US10677710 US 10677710 US 67771003 A US67771003 A US 67771003A US 2004134155 A1 US2004134155 A1 US 2004134155A1
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defined
reinforcing
section
tower section
reinforcement system
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Abandoned
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US10677710
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James Lockwood
Kevin Bauman
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Aero Solutions LLC
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Aero Solutions LLC
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • 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
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2292Holders used for protection, repair or reinforcement of the post or pole

Abstract

A system and method for strengthening elongated members of a tower section is provided. A tower section includes a plurality of elongated members. At least one reinforcing member is employed to reinforce the tower section. A structural adhesive is applied to the elongated members and the reinforcing members. The reinforcing members are pressed or otherwise placed against corresponding elongated members. The structural adhesive is cured to thereby permanently attach the reinforcing members to the corresponding elongated members. The reinforcing members can be clamped, bolted or otherwise secured to the corresponding elongated members during curing of the structural adhesive.

Description

    CROSS REFERENCE TO RELATED APPLICATION
  • This application claims the benefit of U.S. Provisional Application Serial No. 60/415,906 filed on Oct. 3, 2002 entitled “A Method for Strengthening Tubular and Round Tower Members”, the disclosure of which is incorporated by reference herein in its entirety.[0001]
  • FIELD OF THE INVENTION
  • This invention relates generally to structural reinforcement systems, and more particularly relates to a system and method for strengthening tubular and round tower members. [0002]
  • BACKGROUND OF THE INVENTION
  • Existing systems and methods of reinforcing steel tubes or solid rounds of tower members require bolting or welding of heavy steel reinforcements which are difficult to position and install. Welding and bolting in the field is costly in both labor and time. When existing steel is galvanized, welding can often damage the galvanizing at locations that are not practical to repair later. Moreover, there is the risk that welding sparks dropping onto areas away from the tower can cause damage to property. When only bolting is used, high clamping forces are necessary to provide friction between the existing member and the new reinforcing member to transfer the shear forces between them. These clamping forces are questionable in their ability to be effective in reducing buckling behavior. Further, the application of weld joints, bolts or permanent clamps to a tower can significantly aesthetically detract from the appearance of the tower. [0003]
  • Accordingly, it is a general object of the present invention to overcome the above-identified drawbacks of prior systems and methods for strengthening towers. [0004]
  • SUMMARY OF THE INVENTION
  • The present invention resides in a system and method for strengthening elongated members of a tower section. A tower section includes a plurality of elongated members. At least one reinforcing member is employed to reinforce the tower section. A structural adhesive is applied to the elongated members and the reinforcing members. The reinforcing members are pressed or otherwise placed against corresponding elongated members. The structural adhesive is cured to thereby permanently attach the reinforcing members to the corresponding elongated members. The reinforcing members can be clamped, bolted or otherwise secured to the corresponding elongated members during curing of the structural adhesive.[0005]
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a side elevational view of a tower section with reinforcing members in accordance with the present invention. [0006]
  • FIG. 2 is a top plan view of a reinforcing member secured to a hollow pipe of a tower section and temporarily held in place by bolts. [0007]
  • FIG. 3 is a top plan view of a reinforcing member secured to a solid round member of a tower section and temporarily held in place by bolts. [0008]
  • FIG. 4 is a top plan view of an outside reinforcing member secured to a member of a tower section and temporarily held in place by a U-bolt clamp. [0009]
  • FIG. 5 is a top plan view of outside and inside reinforcing sections secured to a member of a tower section and temporarily held in place by a full circle clamping device. [0010]
  • FIG. 6 is a top plan view of a reinforcing member in the form of a clamp secured to a member of a tower section. [0011]
  • FIG. 7 is a top plan view of a reinforcing member including overlapping parts secured to a member of a tower section. [0012]
  • FIG. 8 is a top plan view of an outside reinforcing member secured to a member of a tower section with spacers interposed between the reinforcing member and the member of the tower section. [0013]
  • DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
  • With reference to FIG. 1, a tower section that is reinforced in accordance with the present invention is indicated generally by the reference number [0014] 10. The reinforcement may be used for increasing the axial load carrying capacity of the legs of the tower section or increasing the buckling capacity by making the section more compact. The tower section includes a plurality of vertically extending elongated members or legs 12 which can be either hollow or solid in cross section. The elongated members 12 are preferably made of a metal such as steel, but may be fabricated from other relatively strong and durable materials without departing from the scope of the present invention.
  • The tower section [0015] 10 can include leg splices 14 for coupling adjacent tower sections to one another. The elongated members 12 are coupled to one another by lateral supports or cross bracing members including horizontal members 16 and diagonal members 18 fabricated from the same or similar materials as the elongated members.
  • Reinforcing members indicated generally by the reference number [0016] 20 are coupled to the elongated members 12, as explained more fully below, for increasing structural integrity to the tower section 10. A length of the reinforcing members 20 can vary, but is preferably nearly about a distance between lateral support connections along the elongated member 12 being reinforced. The reinforcing members 20 are preferably fabricated from metallic materials such as steel, or fiber reinforced polymer (FRP) materials such as carbon fibers encapsulated in a resin matrix. However, the reinforcing members 20 can be fabricated from other strong, durable and adherable materials without departing from the scope of the present invention.
  • As shown in FIG. 1, each of the reinforcing members [0017] 20 is generally in the form of two half pipe sleeves which cooperate to form a circle in cross section and thereby extend substantially about the perimeter of a corresponding elongated member 12. More specifically, a first semi-cylindrical or half pipe sleeve serves as an outwardly facing or outside reinforcing section 20 a, and a second semi-cylindrical or half pipe sleeve can optionally serve as an inwardly facing or inside reinforcing section 20 b. A cross-sectional diameter of the reinforcing member 20 can vary depending on the diameter of the elongated member 12 that is being reinforced. Moreover, the reinforcing members 20 can typically extend about 90 degrees to about 360 degrees around the perimeter of the corresponding elongated member 12 being reinforced without departing from the scope of the present invention.
  • As shown in FIG. 1, the inside reinforcing sections [0018] 20 b are discontinuous along portions 21 of the elongated member 12 that are coupled to cross bracing members 16, 18. The reinforcing members 20 are adhered to the elongated members 12 with a structural adhesive. Moreover, the reinforcing members 20 can optionally be adhered to the cross bracing members including either or both of the horizontal members 16 and the diagonal members 18. Clamps or thru-bolts indicated by the reference number 22 are temporarily or permanently applied to the reinforcing members 20 in order to hold the reinforcing members to the elongated members of the tower section 10 during adhesive curing. As explained more fully below, the reinforcing members 20 can be designed to self-clamp to an elongated member 12.
  • Although the elongated members [0019] 12 of the tower section 10 and the reinforcing members 20 are shown as circular or semi-circular in cross-section, the members can take other practical shapes or sections of shapes such as, for example, rectangles or squares without departing from the scope of the present invention.
  • In operation, the reinforcing members [0020] 20 are adhered to the tower section 10 using conventional structural adhesives. The reinforcing members 20 are held in place during installation using bolts, clamping devices or other means that include overlapping portions of the reinforcing member. As shown in FIG. 2, for example, an elongated member in the form of a hollow pipe 12 a has gussets 24 extending therefrom, and is reinforced by a reinforcing member 20 in the form of two half pipe sleeves. The half pipe sleeves serve as an outside reinforcing section 20 a and an optional inside reinforcing section 20 b which cooperate to extend substantially about the perimeter of the elongated member 12. The reinforcing member 20 can define notches 26 for receiving optional step bolts 28 to hold the reinforcing member in place during adhesive curing. As shown in FIG. 3, the elongated member being reinforced can be in the form of a solid round member 12 b.
  • A reinforcing member [0021] 20, such as the outside reinforcing section 20 a in the form of a half pipe sleeve shown in FIG. 4, can be secured to the elongated member 12 with a U-bolt clamp 30 or other clamping device. As further examples of clamping devices, FIG. 5 shows a reinforcing member 20 in the form of two half pipe sleeves 20 a, 20 b being held in place to the elongated member 12 with a clamping device 32 which extends substantially around a perimeter of the reinforcing member.
  • The reinforcing member itself may serve as a clamp. As shown in FIG. 6, for example, the reinforcing member [0022] 20 includes two reinforcing sections each in the form of half pipe sleeves 20 c. Each half pipe sleeve 20 c defines two opposing flanges 34 for being abutted to a corresponding flange of the other half pipe sleeve. The abutting flanges 34 are secured to one another by bolts 36.
  • Alternatively, as shown in FIG. 7, the reinforcing member [0023] 20 can include first and second reinforcing sections 20 d, 20 e each generally in the form of half pipe sleeves. The first reinforcing section 20 d further defines two opposing overlap portions 38 each of which can be press fitted or otherwise secured over an adjacent portion of the second reinforcing section 20 e to thereby self-clamp the reinforcing member 20 to the elongated member 12.
  • When FRP materials are used as a reinforcing member, the clamping device used is located on the outside of the reinforcing member to apply pressure onto the adhesive until it is cured. This allows the contractor installing the FRP pipe member to ensure that the adhesive is properly pressed against the existing member and the bond line thickness of the adhesive between the existing tower member and reinforcing member is correct. To provide additional accuracy in ensuring an accurate bond line thickness, a spacer made of plastic, string or metal can be placed behind the reinforcing member prior to tightening the clamping device. As shown in FIG. 8, for example, spacers [0024] 40 are interposed between a reinforcing member 20 in the form of a half pipe sleeve and the elongated member 12.
  • When metal is used as the reinforcing member on existing circular members in the vertical position (e.g. tower legs), the reinforcement may require a vertical support while the adhesive is curing. [0025]
  • The structural adhesive is placed between the surface of the reinforcing member and the tower structure. The adhesive is placed onto the reinforcing member itself prior to placing onto the tower or directly onto the existing steel member prior to pressing the reinforcing member into it. The adhesive is the primary means of transferring loads between the reinforcing member and the tower structure. The loads are transferred in shear. [0026]
  • The locations and requirements of the reinforcements are identified in the structural design. The reinforcements are cut to their correct lengths prior to delivery to the site or field cut. When the reinforcing member is made of an FRP material, the inside surface of the member is sanded or surface prepared in the molding to ensure a good bond transfer between the FRP and adhesive. When the reinforcing member is steel and hot dip galvanized, a surface preparation of the side to receive the adhesive may be required. Depending on the quality of the galvanizing and its bond to the steel, this surface preparation may entail cleaning and etching (chemical or abrasive) or removing the galvanizing layer altogether. When available, a primer may be applied to the bare steel after it has been exposed to reduce the amount of oxidation that will begin to occur. [0027]
  • With the reinforcing members on site, the existing tower members to be reinforced are prepared for the adhesive by sanding, sandblasting or a chemical wash. Adhesive is next placed onto the surface and a spacer material can be placed on the adhesive. In lieu of spacer materials placed on the adhesive in the field, glass beads having the proper diameter may be mixed in with the adhesive at the time of mixing the adhesive components. The reinforcing members are then lifted into position and pressed onto the tower legs using a clamping device. Once installed, clamps or bolts can be placed and used to position and press the reinforcing members. The need to leave the clamping device in place is optional and depends on the design and construction methods used. [0028]
  • The present invention utilizes structural adhesives to transfer the shear forces between the existing member and the new reinforcing member, eliminating the requirement for permanent welding or clamping. The elimination of welding and friction clamping in the field provides cost savings in labor and time. Eliminating field welding removes the risk of welding sparks dropping onto areas away from the tower and causing damage to property. It also eliminates welding damage to the galvanizing layer that exists on the inside of a tubular member when welded to the outside of the member. The latter is particularly important as inspection on the inside of a tubular member is impractical to accomplish. [0029]
  • The completed retrofit reinforcement is low profile—meaning that no major projections exist from the tower when the retrofit work is complete. In addition to the aerodynamic advantages, this has benefits to tower owners and local communities who have aesthetic concerns about the appearance of their towers. [0030]
  • As will be recognized by those of ordinary skill in the pertinent art, numerous modifications and substitutions may be made to the above-described embodiment of the present invention without departing from the scope of the invention. Accordingly, the preceding portion of this specification is to be taken in an illustrative, as opposed to a limiting sense. [0031]

Claims (39)

    What is claimed is:
  1. 1. A method of strengthening elongated members of a tower section, comprising the steps of:
    providing a tower section including a plurality of elongated members;
    providing at least one reinforcing member;
    applying structural adhesive to at least one of the plurality of elongated members and the at least one reinforcing member;
    placing the at least one reinforcing member against a corresponding one of the plurality of elongated members; and
    curing the structural adhesive to thereby permanently attach the at least one reinforcing member to the corresponding one of the plurality of elongated members.
  2. 2. A method as defined in claim 1, wherein the plurality of elongated members include vertically extending members.
  3. 3. A method as defined in claim 2, wherein the plurality of elongated members further include cross bracing members coupling the vertically extending members to each other.
  4. 4. A method as defined in claim 1, wherein the step of applying includes placing the structural adhesive onto the at least one reinforcing member.
  5. 5. A method as defined in claim 1, wherein the step of applying includes placing the structural adhesive onto the at least one of the plurality of elongated members.
  6. 6. A method as defined in claim 1, further including the step of introducing a spacer interposed between the at least one of the plurality of elongated members and the at least one reinforcing member prior to the step of placing.
  7. 7. A method as defined in claim 6, wherein the step of introducing a spacer includes mixing glass beads into the structural adhesive.
  8. 8. A method as defined in claim 6, wherein the spacer is composed of a material including one of plastic, string, and metal.
  9. 9. A method as defined in claim 1, further including the step of clamping the at least one reinforcing member to that at least one of the plurality of elongated members during the step of curing.
  10. 10. A method as defined in claim 9, further including the step of terminating the step of clamping after the step of curing is complete.
  11. 11. A method as defined in claim 1, further including the step of preparing the at least one of the plurality of elongated members for receiving the structural adhesive by one of sanding, sandblasting, and a chemical wash.
  12. 12. A method as defined in claim 1, further including the step of preparing the at least one reinforcing member for receiving the structural adhesive should the at least one reinforcing member have a galvanizing layer.
  13. 13. A method as defined in claim 12, wherein the step of preparing the at least one reinforcing member includes one of cleaning, etching, and removing the galvanizing layer.
  14. 14. A method as defined in claim 13, wherein the cleaning, etching, or removing is accomplished by one of chemical and abrasive means.
  15. 15. A method as defined in claim 13, wherein the step of preparing the at least one reinforcement member further includes applying a primer.
  16. 16. A tower section reinforcement system comprising:
    a tower section including a plurality of elongated members; and
    at least one reinforcing member coupled to the at least one of the plurality of elongated members by structural adhesive.
  17. 17. A tower section reinforcement system as defined in claim 16, wherein the elongated members include vertically extending members.
  18. 18. A tower section reinforcement system as defined in claim 17, wherein the elongated members further include cross bracing members coupling the vertically extending members to each other.
  19. 19. A tower section reinforcement system as defined in claim 16, wherein the plurality of elongated members are each generally circular in cross-section.
  20. 20. A tower section reinforcement system as defined in claim 19, wherein the at least one reinforcing member is generally circular in cross section.
  21. 21. A tower section reinforcement system as defined in claim 20, wherein the at least one reinforcing member includes an outwardly facing reinforcing section extending partially about a perimeter of a corresponding elongated member.
  22. 22. A tower section reinforcement system as defined in claim 21, wherein the at least one reinforcing member further includes an inwardly facing reinforcing section extending partially about the perimeter at a location generally opposite to that of the outwardly facing reinforcing section.
  23. 23. A tower section reinforcement system as defined in claim 22, wherein the outwardly facing reinforcing section and the inwardly facing reinforcing section cooperate to extend about 90 degrees to about 360 degrees around the perimeter.
  24. 24. A tower section reinforcement system as defined in claim 22, wherein the outwardly facing reinforcing section and the inwardly facing reinforcing section each include flanges at opposing ends, each of the flanges of one of the reinforcing sections being abutted and coupled to a corresponding flange of the other reinforcing section, whereby the outwardly facing reinforcing section and the inwardly facing reinforcing section cooperate to form a clamp.
  25. 25. A tower section reinforcement system as defined in claim 22, wherein one of the outwardly facing reinforcing section and the inwardly facing reinforcing section includes overlap portions at opposing ends, each of the overlap portions being secured over an adjacent portion of the other reinforcing section, whereby the outwardly facing reinforcing section and the inwardly facing reinforcing section cooperate to form a clamp.
  26. 26. A tower section reinforcement system as defined in claim 16, further including at least one clamp for securing the at least one reinforcing member to an associated elongated member during curing of the structural adhesive.
  27. 27. A tower section reinforcement system as defined in claim 26, wherein the at least one clamp is a U-bolt clamp.
  28. 28. A tower section reinforcement system as defined in claim 26, wherein the at least one clamp extends substantially around a perimeter of the associated elongated member.
  29. 29. A tower section reinforcement system as defined in claim 22, wherein the outwardly facing reinforcing section and the inwardly facing reinforcing section define notches for receiving bolts for securing the reinforcing sections to the associated elongated member during curing of the structural adhesive.
  30. 30. A tower section reinforcement system as defined in claim 16, further including a spacer interposed between the at least one reinforcing member coupled to the at least one of the plurality of elongated members.
  31. 31. A tower section reinforcement system as defined in claim 30, wherein the spacer is made from one of plastic, string, and metal.
  32. 32. A tower section reinforcement system as defined in claim 30, wherein the spacer includes glass beads mixed with the structural adhesive.
  33. 33. A tower section reinforcement system as defined in claim 16, wherein the plurality of elongated members are hollow in cross section.
  34. 34. A tower section reinforcement system as defined in claim 16, wherein the plurality of elongated members are solid in cross section.
  35. 35. A tower section reinforcement system as defined in claim 16, wherein the at least one reinforcing member is fabricated from a material including one of metal, and a fiber reinforced polymer.
  36. 36. A tower section reinforcement system as defined in claim 35, wherein the metal includes steel.
  37. 37. A tower section reinforcement system as defined in claim 35, wherein the fiber reinforced polymer includes carbon fibers encapsulated in a resin matrix.
  38. 38. A tower section reinforcement system as defined in claim 16, wherein the plurality of elongated members are fabricated from a material including metal.
  39. 39. A tower section reinforcement system as defined in claim 38, wherein the metal includes steel.
US10677710 2002-10-03 2003-10-02 System and method for strengthening tubular and round tower members Abandoned US20040134155A1 (en)

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Cited By (6)

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US20050204699A1 (en) * 2004-03-03 2005-09-22 Rue Jerry R Insulated structural building truss panel
CN101806151A (en) * 2010-03-19 2010-08-18 四川电力送变电建设公司 Iron tower main material replacing device
US20110107709A1 (en) * 2006-10-13 2011-05-12 Bauman Kevin P Truss tower leg reinforcing system
CN103887736A (en) * 2014-03-28 2014-06-25 国家电网公司 Device for replacement of main material of iron tower
JP2015036478A (en) * 2013-08-12 2015-02-23 トヨタT&S建設株式会社 Aseismatic reinforcement structure of steel pipe structure and aseismatic reinforcement method thereof
CN106013832A (en) * 2016-05-27 2016-10-12 山东省邮电规划设计院有限公司 Reinforcement and reconstruction method of communication pipe tower

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US20050204699A1 (en) * 2004-03-03 2005-09-22 Rue Jerry R Insulated structural building truss panel
US7543419B2 (en) * 2004-03-03 2009-06-09 Jerry Randall Rue Insulated structural building truss panel
US20110107709A1 (en) * 2006-10-13 2011-05-12 Bauman Kevin P Truss tower leg reinforcing system
US8534026B2 (en) * 2006-10-13 2013-09-17 Aerosolutions, Llc Truss tower leg reinforcing system
US9255397B2 (en) 2006-10-13 2016-02-09 Aerosolutions, Llc Truss tower leg reinforcing system
CN101806151A (en) * 2010-03-19 2010-08-18 四川电力送变电建设公司 Iron tower main material replacing device
JP2015036478A (en) * 2013-08-12 2015-02-23 トヨタT&S建設株式会社 Aseismatic reinforcement structure of steel pipe structure and aseismatic reinforcement method thereof
CN103887736A (en) * 2014-03-28 2014-06-25 国家电网公司 Device for replacement of main material of iron tower
CN106013832A (en) * 2016-05-27 2016-10-12 山东省邮电规划设计院有限公司 Reinforcement and reconstruction method of communication pipe tower

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