US20040134155A1 - System and method for strengthening tubular and round tower members - Google Patents
System and method for strengthening tubular and round tower members Download PDFInfo
- Publication number
- US20040134155A1 US20040134155A1 US10/677,710 US67771003A US2004134155A1 US 20040134155 A1 US20040134155 A1 US 20040134155A1 US 67771003 A US67771003 A US 67771003A US 2004134155 A1 US2004134155 A1 US 2004134155A1
- Authority
- US
- United States
- Prior art keywords
- reinforcing
- tower section
- reinforcement system
- section
- elongated members
- 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.)
- Abandoned
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/291—Joists; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2292—Holders used for protection, repair or reinforcement of the post or pole
Definitions
- This invention relates generally to structural reinforcement systems, and more particularly relates to a system and method for strengthening tubular and round tower members.
- 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.
- FIG. 1 is a side elevational view of a tower section with reinforcing members in accordance with the present invention.
- 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.
- 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.
- 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.
- 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.
- 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.
- FIG. 7 is a top plan view of a reinforcing member including overlapping parts secured to a member of a tower section.
- 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.
- a tower section that is reinforced in accordance with the present invention is indicated generally by the reference number 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 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 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.
- FRP fiber reinforced polymer
- the reinforcing members 20 can be fabricated from other strong, durable and adherable materials without departing from the scope of the present invention.
- each of the reinforcing members 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.
- the inside reinforcing sections 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.
- 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.
- the reinforcing members 20 can be designed to self-clamp to an elongated member 12 .
- the elongated members 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.
- the reinforcing members 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.
- 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.
- the elongated member being reinforced can be in the form of a solid round member 12 b.
- a reinforcing member 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.
- 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.
- the reinforcing member 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 .
- the reinforcing member 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 .
- 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.
- 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 40 are interposed between a reinforcing member 20 in the form of a half pipe sleeve and the elongated member 12 .
- the reinforcement may require a vertical support while the adhesive is curing.
- 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.
- 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.
- 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.
- a surface preparation of the side to receive the adhesive may be required.
- this surface preparation may entail cleaning and etching (chemical or abrasive) or removing the galvanizing layer altogether.
- 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.
- 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.
- 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.
- 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.
- 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.
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
- 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.
- This invention relates generally to structural reinforcement systems, and more particularly relates to a system and method for strengthening tubular and round tower members.
- 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.
- Accordingly, it is a general object of the present invention to overcome the above-identified drawbacks of prior systems and methods for strengthening towers.
- 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.
- FIG. 1 is a side elevational view of a tower section with reinforcing members in accordance with the present invention.
- 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.
- 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.
- 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.
- 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.
- 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.
- FIG. 7 is a top plan view of a reinforcing member including overlapping parts secured to a member of a tower section.
- 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.
- With reference to FIG. 1, a tower section that is reinforced in accordance with the present invention is indicated generally by the
reference number 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 orlegs 12 which can be either hollow or solid in cross section. Theelongated 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 10 can includeleg splices 14 for coupling adjacent tower sections to one another. Theelongated members 12 are coupled to one another by lateral supports or cross bracing members includinghorizontal members 16 anddiagonal members 18 fabricated from the same or similar materials as the elongated members. - Reinforcing members indicated generally by the
reference number 20 are coupled to theelongated members 12, as explained more fully below, for increasing structural integrity to thetower section 10. A length of the reinforcingmembers 20 can vary, but is preferably nearly about a distance between lateral support connections along theelongated member 12 being reinforced. The reinforcingmembers 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 reinforcingmembers 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 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 correspondingelongated member 12. More specifically, a first semi-cylindrical or half pipe sleeve serves as an outwardly facing or outside reinforcingsection 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 reinforcingmember 20 can vary depending on the diameter of theelongated member 12 that is being reinforced. Moreover, the reinforcingmembers 20 can typically extend about 90 degrees to about 360 degrees around the perimeter of the correspondingelongated member 12 being reinforced without departing from the scope of the present invention. - As shown in FIG. 1, the inside reinforcing sections20 b are discontinuous along portions 21 of the
elongated member 12 that are coupled to cross bracingmembers members 20 are adhered to theelongated members 12 with a structural adhesive. Moreover, the reinforcingmembers 20 can optionally be adhered to the cross bracing members including either or both of thehorizontal members 16 and thediagonal members 18. Clamps or thru-bolts indicated by thereference number 22 are temporarily or permanently applied to the reinforcingmembers 20 in order to hold the reinforcing members to the elongated members of thetower section 10 during adhesive curing. As explained more fully below, the reinforcingmembers 20 can be designed to self-clamp to anelongated member 12. - Although the
elongated members 12 of thetower section 10 and the reinforcingmembers 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 20 are adhered to thetower section 10 using conventional structural adhesives. The reinforcingmembers 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 hasgussets 24 extending therefrom, and is reinforced by a reinforcingmember 20 in the form of two half pipe sleeves. The half pipe sleeves serve as an outside reinforcingsection 20 a and an optional inside reinforcing section 20 b which cooperate to extend substantially about the perimeter of theelongated member 12. The reinforcingmember 20 can definenotches 26 for receivingoptional 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 20, such as the outside reinforcingsection 20 a in the form of a half pipe sleeve shown in FIG. 4, can be secured to theelongated member 12 with aU-bolt clamp 30 or other clamping device. As further examples of clamping devices, FIG. 5 shows a reinforcingmember 20 in the form of twohalf pipe sleeves 20 a, 20 b being held in place to theelongated member 12 with aclamping 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 20 includes two reinforcing sections each in the form of half pipe sleeves 20 c. Each half pipe sleeve 20 c defines twoopposing flanges 34 for being abutted to a corresponding flange of the other half pipe sleeve. Theabutting flanges 34 are secured to one another bybolts 36. - Alternatively, as shown in FIG. 7, the reinforcing
member 20 can include first and second reinforcingsections 20 d, 20 e each generally in the form of half pipe sleeves. Thefirst reinforcing section 20 d further defines twoopposing 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 reinforcingmember 20 to theelongated 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, spacers40 are interposed between a reinforcing
member 20 in the form of a half pipe sleeve and theelongated 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
Claims (39)
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. A method as defined in claim 1 , wherein the plurality of elongated members include vertically extending members.
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. 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. 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. 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. A method as defined in claim 6 , wherein the step of introducing a spacer includes mixing glass beads into the structural adhesive.
8. A method as defined in claim 6 , wherein the spacer is composed of a material including one of plastic, string, and metal.
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. 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. 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. 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. 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. A method as defined in claim 13 , wherein the cleaning, etching, or removing is accomplished by one of chemical and abrasive means.
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. 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. A tower section reinforcement system as defined in claim 16 , wherein the elongated members include vertically extending members.
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. A tower section reinforcement system as defined in claim 16 , wherein the plurality of elongated members are each generally circular in cross-section.
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. 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. 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. 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. 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. 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. 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. A tower section reinforcement system as defined in claim 26 , wherein the at least one clamp is a U-bolt clamp.
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. 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. 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. A tower section reinforcement system as defined in claim 30 , wherein the spacer is made from one of plastic, string, and metal.
32. A tower section reinforcement system as defined in claim 30 , wherein the spacer includes glass beads mixed with the structural adhesive.
33. A tower section reinforcement system as defined in claim 16 , wherein the plurality of elongated members are hollow in cross section.
34. A tower section reinforcement system as defined in claim 16 , wherein the plurality of elongated members are solid in cross section.
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. A tower section reinforcement system as defined in claim 35 , wherein the metal includes steel.
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. A tower section reinforcement system as defined in claim 16 , wherein the plurality of elongated members are fabricated from a material including metal.
39. A tower section reinforcement system as defined in claim 38 , wherein the metal includes steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/677,710 US20040134155A1 (en) | 2002-10-03 | 2003-10-02 | System and method for strengthening tubular and round tower members |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US41590602P | 2002-10-03 | 2002-10-03 | |
US10/677,710 US20040134155A1 (en) | 2002-10-03 | 2003-10-02 | System and method for strengthening tubular and round tower members |
Publications (1)
Publication Number | Publication Date |
---|---|
US20040134155A1 true US20040134155A1 (en) | 2004-07-15 |
Family
ID=32717243
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/677,710 Abandoned US20040134155A1 (en) | 2002-10-03 | 2003-10-02 | System and method for strengthening tubular and round tower members |
Country Status (1)
Country | Link |
---|---|
US (1) | US20040134155A1 (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
WO2018186911A1 (en) * | 2017-04-05 | 2018-10-11 | No-Weld Solutions, Llc | Apparatus and method for strengthening structural tower support leg |
IT201900015063A1 (en) * | 2019-08-27 | 2021-02-27 | Gico Systems S R L | Truss structure |
Citations (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1673729A (en) * | 1926-12-06 | 1928-06-12 | Ned E Barnes | Pole, post, and tree protector |
US1773030A (en) * | 1928-01-16 | 1930-08-12 | American Tubular Elevator Comp | Tubular steel tower |
US2194810A (en) * | 1939-06-20 | 1940-03-26 | Leo A Reiner | Scaffold |
US2468186A (en) * | 1946-04-25 | 1949-04-26 | Automatic Devices Inc | Scaffold |
US2924546A (en) * | 1952-05-28 | 1960-02-09 | Cordo Chemical Corp | Method of repairing a rigid hollow article |
US3371458A (en) * | 1966-06-30 | 1968-03-05 | Atlantic Res Corp | Structural unit |
US3785107A (en) * | 1970-06-10 | 1974-01-15 | G Garretson | Post and post base assembly |
US4059872A (en) * | 1975-11-24 | 1977-11-29 | Domenico Delesandri | Hose clamp assembly |
US4559974A (en) * | 1982-10-01 | 1985-12-24 | Fawley Norman | Apparatus and method of arresting ductile fracture propagation |
US4702057A (en) * | 1984-10-16 | 1987-10-27 | Scott Badar Co., Ltd. | Repairing utility poles |
US4714623A (en) * | 1985-02-28 | 1987-12-22 | Riccio Louis M | Method and apparatus for applying metal cladding on surfaces and products formed thereby |
US4728384A (en) * | 1986-06-23 | 1988-03-01 | Ashland Oil, Inc. | Two component epoxy structural adhesives with improved flexibility |
US4870856A (en) * | 1988-05-25 | 1989-10-03 | Sharp Bruce R | Split fittings useful in forming a secondary semi-rigid pipeline over primary pipelines |
US5345732A (en) * | 1993-06-01 | 1994-09-13 | Knight John K | Method and apparatus for giving strength to a pole |
US5914163A (en) * | 1997-10-10 | 1999-06-22 | General Motors Corporation | Reduced crush initiation force composite tube |
US6142434A (en) * | 1997-07-01 | 2000-11-07 | Trost; Michael D. | Utility pole clamp |
US6161989A (en) * | 1995-12-04 | 2000-12-19 | Chugoku Paints Ltd | Antifouling wall structure for use in pipe and method of constructing the antifouling wall therefor |
US6219988B1 (en) * | 1999-03-18 | 2001-04-24 | The George Washington University | Wrapping system for strengthening structural columns or walls |
US6276401B1 (en) * | 1999-12-20 | 2001-08-21 | Fred D. Wilson | High temperature composite pipe wrapping system |
US6336983B1 (en) * | 1990-03-14 | 2002-01-08 | Norman C. Fawley | Method of and apparatus for reinforcing pipe |
US6435218B2 (en) * | 2000-02-22 | 2002-08-20 | Mannesmann Ag | Pipe with crack stopper feature, and process of protecting a pipe against propagation of cracks |
US6586110B1 (en) * | 2000-07-07 | 2003-07-01 | Delphi Technologies, Inc. | Contoured metal structural members and methods for making the same |
US6643982B1 (en) * | 2002-04-26 | 2003-11-11 | John K. Lapp, Jr. | Light weight, hollow structural support column |
US6696147B1 (en) * | 1992-04-16 | 2004-02-24 | Thyssenkrupp Budd Company | Beaded adhesive and flanged part made therefrom |
US20040134161A1 (en) * | 2002-10-17 | 2004-07-15 | Lockwood James D. | System and method for strengthening towers |
US6800157B2 (en) * | 1998-10-13 | 2004-10-05 | 3M Innovative Properties Company | Bonding members with epoxy composition containing chain extender, toughener and catalyst |
-
2003
- 2003-10-02 US US10/677,710 patent/US20040134155A1/en not_active Abandoned
Patent Citations (26)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1673729A (en) * | 1926-12-06 | 1928-06-12 | Ned E Barnes | Pole, post, and tree protector |
US1773030A (en) * | 1928-01-16 | 1930-08-12 | American Tubular Elevator Comp | Tubular steel tower |
US2194810A (en) * | 1939-06-20 | 1940-03-26 | Leo A Reiner | Scaffold |
US2468186A (en) * | 1946-04-25 | 1949-04-26 | Automatic Devices Inc | Scaffold |
US2924546A (en) * | 1952-05-28 | 1960-02-09 | Cordo Chemical Corp | Method of repairing a rigid hollow article |
US3371458A (en) * | 1966-06-30 | 1968-03-05 | Atlantic Res Corp | Structural unit |
US3785107A (en) * | 1970-06-10 | 1974-01-15 | G Garretson | Post and post base assembly |
US4059872A (en) * | 1975-11-24 | 1977-11-29 | Domenico Delesandri | Hose clamp assembly |
US4559974A (en) * | 1982-10-01 | 1985-12-24 | Fawley Norman | Apparatus and method of arresting ductile fracture propagation |
US4702057A (en) * | 1984-10-16 | 1987-10-27 | Scott Badar Co., Ltd. | Repairing utility poles |
US4714623A (en) * | 1985-02-28 | 1987-12-22 | Riccio Louis M | Method and apparatus for applying metal cladding on surfaces and products formed thereby |
US4728384A (en) * | 1986-06-23 | 1988-03-01 | Ashland Oil, Inc. | Two component epoxy structural adhesives with improved flexibility |
US4870856A (en) * | 1988-05-25 | 1989-10-03 | Sharp Bruce R | Split fittings useful in forming a secondary semi-rigid pipeline over primary pipelines |
US6336983B1 (en) * | 1990-03-14 | 2002-01-08 | Norman C. Fawley | Method of and apparatus for reinforcing pipe |
US6696147B1 (en) * | 1992-04-16 | 2004-02-24 | Thyssenkrupp Budd Company | Beaded adhesive and flanged part made therefrom |
US5345732A (en) * | 1993-06-01 | 1994-09-13 | Knight John K | Method and apparatus for giving strength to a pole |
US6161989A (en) * | 1995-12-04 | 2000-12-19 | Chugoku Paints Ltd | Antifouling wall structure for use in pipe and method of constructing the antifouling wall therefor |
US6142434A (en) * | 1997-07-01 | 2000-11-07 | Trost; Michael D. | Utility pole clamp |
US5914163A (en) * | 1997-10-10 | 1999-06-22 | General Motors Corporation | Reduced crush initiation force composite tube |
US6800157B2 (en) * | 1998-10-13 | 2004-10-05 | 3M Innovative Properties Company | Bonding members with epoxy composition containing chain extender, toughener and catalyst |
US6219988B1 (en) * | 1999-03-18 | 2001-04-24 | The George Washington University | Wrapping system for strengthening structural columns or walls |
US6276401B1 (en) * | 1999-12-20 | 2001-08-21 | Fred D. Wilson | High temperature composite pipe wrapping system |
US6435218B2 (en) * | 2000-02-22 | 2002-08-20 | Mannesmann Ag | Pipe with crack stopper feature, and process of protecting a pipe against propagation of cracks |
US6586110B1 (en) * | 2000-07-07 | 2003-07-01 | Delphi Technologies, Inc. | Contoured metal structural members and methods for making the same |
US6643982B1 (en) * | 2002-04-26 | 2003-11-11 | John K. Lapp, Jr. | Light weight, hollow structural support column |
US20040134161A1 (en) * | 2002-10-17 | 2004-07-15 | Lockwood James D. | System and method for strengthening towers |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
WO2018186911A1 (en) * | 2017-04-05 | 2018-10-11 | No-Weld Solutions, Llc | Apparatus and method for strengthening structural tower support leg |
IT201900015063A1 (en) * | 2019-08-27 | 2021-02-27 | Gico Systems S R L | Truss structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US20040134161A1 (en) | System and method for strengthening towers | |
US11137102B2 (en) | Cured in place liner system and installation methods | |
US8191332B1 (en) | Reinforcement system for poles | |
US8596917B2 (en) | System for repairing and strengthening pipe with internal helically wound tensile reinforcement | |
CN1276024C (en) | Strengthening carbon fiber composite material and method for repairing defective pipeline | |
US20040134155A1 (en) | System and method for strengthening tubular and round tower members | |
CN110541417A (en) | Anchor cable of continuous basalt fiber composite reinforcement | |
KR101544422B1 (en) | Reinforcing device with wirerope and anchor bolt for structure and reinforcing method using the same | |
JP3880738B2 (en) | Reinforcement method of concrete structure by cement mortar composite board with carbon fiber sheet | |
CN107288024B (en) | Assembled beam body and construction method thereof | |
KR200417316Y1 (en) | transparent panel using epoxy resin and glass fiber for concrete repair and reinforce | |
Ehsani | Repair of corroded/damaged metallic pipelines using fiber-reinforced polymer composites | |
KR100734553B1 (en) | transparent panel using epoxy resin and glass fiber for concrete repair and reinforce and the manufacture method of this and concrete repair and reinforce construction method this | |
US20050252142A1 (en) | Anchorage system for structural reinforcement of fiber reinforced plastic materials and the like | |
CN109138000B (en) | Method for repairing damage of pre-laid anti-sticking polymer waterproof coiled material | |
JPH047434A (en) | Method and device for applying lining | |
JP2920851B2 (en) | Repair method of concrete wall | |
CN210917347U (en) | Anchor cable of continuous basalt fiber composite reinforcement | |
CN113738150A (en) | Method for improving bending strength of existing reinforced concrete beam | |
CN112031488A (en) | Steel structure workshop reinforcing structure and reinforcing method | |
CN211446606U (en) | Segment beam temporary prestress tensioning platform and lifting point integrated structure | |
JP3799367B2 (en) | Reinforcing structure and method of reinforcing structure using the same | |
CN109518885B (en) | Prestressed anchoring device, anchoring system applying prestressed anchoring device and construction method | |
JP2893490B2 (en) | Waterway repair method | |
Ehsani | Introducing a new honeycomb-FRP pipe |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: AERO SOLUTIONS, LLC, OHIO Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:LOCKWOOD, JAMES D.,;BAUMAN, KEVIN T.;REEL/FRAME:014431/0244 Effective date: 20040315 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |