US20110131917A1 - Method of forming adhesive joint, structural subassembly, and joint construction - Google Patents
Method of forming adhesive joint, structural subassembly, and joint construction Download PDFInfo
- Publication number
- US20110131917A1 US20110131917A1 US12/592,909 US59290909A US2011131917A1 US 20110131917 A1 US20110131917 A1 US 20110131917A1 US 59290909 A US59290909 A US 59290909A US 2011131917 A1 US2011131917 A1 US 2011131917A1
- Authority
- US
- United States
- Prior art keywords
- adhesive
- members
- set forth
- male
- female
- 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
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09J—ADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
- C09J5/00—Adhesive processes in general; Adhesive processes not provided for elsewhere, e.g. relating to primers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2427—Connection details of the elongated load-supporting parts using adhesives or hardening masses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2451—Connections between closed section profiles
Definitions
- Adhesive joints have been used in the past and while perhaps generally satisfactory have not been wholly satisfactory particularly in lightweight high strength structural applications.
- Two fundamental problems are encountered. One is the maintenance of precise relative positions of the members to be joined during the introduction and curing of the adhesive. At the present time this problem is solved by the use of extensive fixturing devices for securely holding the members during the application and curing of the adhesive. This procedure is not practical, however, for the high volume production of structural joints.
- a wind turbine tower with extensive structural steel lattice or truss work, for example, may involve hundreds and even thousands of joints.
- the second problem resides in the provision of adhesive of uniform thickness throughout the area between the members to be joined.
- One current procedure involves the introduction of glass beads of a known diameter to the adhesive to provide uniform spacing but this of course reduces the amount of adhesive actively securing the joint and the beads may also introduce areas of stress concentration further reducing joint strength.
- a method is provided which is particularly well suited to the fabrication of wind turbine towers of galvanized steel construction but which also has broad general application.
- the method contemplates the forming of an adhesive joint between telescopically assembled male and female members having cross sectional configurations which are similar but slightly different in size so as to cooperatively define a narrow continuous open-end adhesive chamber between contiguous surfaces of the assembled members.
- at least one and preferably four or more locating pins are inserted under pressure through the open end of the adhesive chamber into engagement with the contiguous surfaces of the two members and in spaced relationship about the members to equalize spacing between the same throughout the adhesive chamber.
- An adhesive distributing device provided with an inlet port encloses and communicates with the open end of the adhesive chamber. An adhesive is then injected through the inlet port preferably under pressure to fill the adhesive chamber uniformly throughout between the members to be joined. The adhesive is then cured to form a secure joint.
- a shoulder is provided on one of the members and preferably on the female member spaced from its open end and is engageable with the free end of the male member to act as a stop when the latter is inserted into the female member.
- a small insert of open cell foam positioned between the shoulder and the end of the male member allows air to pass but serves as a barrier to the adhesive and thus prevents the formation of air pockets or voids in the adhesive.
- this arrangement accommodates the use of a superior adhesive chamber filling process. Conventional gluing processes inject adhesive at a constant pressure and stop when a pre-selected volume has been injected.
- adhesive can be injected at a constant flow rate and terminated when a sharp rise in pressure is encountered. This is due to air at first passing through the seal and thereafter stopping abruptly when the seal is covered with adhesive throughout its surface area indicating a completely full adhesive chamber. This process insures complete filling of the adhesive chamber even though there may be substantial variation in volume of the chamber due to tolerances and other dimensional variations in manufactured parts.
- the male member may be either solid or tubular and the female tubular or both members may be tubular, the term tubular referring to any generally hollow member which may be circular, oval, rectangular, triangular or of almost any cross sectional configuration.
- tubular referring to any generally hollow member which may be circular, oval, rectangular, triangular or of almost any cross sectional configuration.
- relatively thin walled tubing of circular and rectangular cross sections are employed in the form of galvanized structural steel.
- the method of the invention is particularly well suited to the construction of subassemblies for wind turbine towers.
- Three or more elongated structural members of a subassembly may be loosely telescopically assembled to form loose joints with three or more connecting joint members each having at least one cup slightly different in diameter from that of the structural members.
- Centering means in the form of one or more and preferably four or five locating pins may then be inserted in each loose joint to firmly locate the structural and joint members relative to each other and to simultaneously provide adhesive chambers of uniform width at each joint.
- Employing distributing devices at each joint the adhesive chambers may then be filled with adhesive under pressure and cured to complete the subassembly.
- the joint construction of the present invention is of course the product of the method of the invention.
- FIG. 1 is a somewhat schematic sectional view of a joint construction of the present invention
- FIG. 2 is schematic sectional view taken generally as indicated at 2 - 2 in FIG. 1 ,
- FIG. 3 is a view of a small insert used between the male member and an adjacent shoulder on the female member
- FIG. 4 is a view showing a locating pin employed as a self-fixturing means
- FIG. 5 is a view showing a pair of locating pins installed prior to the telescopic assembly of the male and female members
- FIG. 6 is a view of a female member with integral ribs employed as a centering means
- FIG. 7 is a fragmentary cross-sectional enlarged view showing a notch and chamfer in an open end of a female member, the locating pins thus being guided into an adjacent adhesive chamber,
- FIG. 8 is a fragmentary cross-sectional enlarged view showing a short centering means formed integrally on the interior surface of a female member in spaced relationship with the mouth of the member, the centering means serving to center the free end of a male member entered in the female member,
- FIG. 9 is a schematic perspective showing an adhesive distributing device mounted on an assembled male-female joint
- FIG. 10 is a sectional view through the adhesive distributing device of FIG. 9 .
- FIG. 11 is a schematic view showing a subassembly of a wind turbine tower structure employing the method and joint construction of the invention
- FIG. 12 is a fragmentary enlarged view showing a small annular insert at the inner end of the adhesive chamber around and in engagement with the outer surface of the male member and with and in engagement with the inner surface of the female member,
- FIG. 13 is a fragmentary enlarged view showing an alternative embodiment of the invention with an adhesive port defined in a female member at an intermediate location and with annular seals at opposite ends of an adhesive chamber,
- FIG. 14 is a fragmentary cross-sectional through an assembled joint comprising male and female members and an end cap mounted on the end of the male member and carrying an annular seal,
- FIG. 15 is a fragmentary cross-sectional view similar to FIG. 14 but showing a slightly different end cap and seal arrangement
- FIG. 16 is a fragmentary cross-sectional view taken as indicated at 16 , 16 in FIG. 15 and showing a plurality of sight holes spaced circumaxially about the end cap,
- FIG. 17 is a fragmentary cross-sectional view similar to FIGS. 14 and 15 but showing an annular ring seal in a deep notch in an end cap,
- FIG. 18 is a fragmentary cross-sectional view similar to FIG. 17 but showing a ring seal with a small flexible lip seal on the end cap.
- FIG. 19 is a fragmentary cross-sectional view similar to FIGS. 17 and 18 but showing a flexible lip seal on the end cap without the ring seal of FIGS. 17 and 18 , and
- FIG. 20 is a fragmentary cross-sectional view similar to FIGS. 17 and 18 but showing a dovetail ring seal in a dovetail notch.
- an adhesive joint construction indicated generally at 10 includes telescopically assembled male and female members 12 and 14 which are similar in cross sectional configuration but which are different in size so as to cooperatively define a narrow continuous open-end adhesive chamber 16 .
- the members 12 and 14 are both tubular with circular cross sections as shown but as mentioned above a wide variety of types of tubular and other male and female members may benefit from the teaching of the present invention. As is also mentioned above it is most important to maintain uniform thickness of the adhesive throughout the chamber 16 without pockets or voids in order to provide an efficient low cost joint of high structural integrity and lightweight.
- the male and female members are designed to provide adhesive chamber 16 of uniform width throughout when the members are telescopically assembled and small locating pins 18 , 18 are thereafter employed to fix the relative positions of the members and precisely establish the width of the adhesive chamber 16 .
- At least one pin 18 is provided and as shown, four (4) equally circumaxially spaced pins 18 , 18 are inserted into the adhesive chamber 16 through its open end to positively fix the position of the members and the width of the chamber 16 .
- the pins 18 , 18 are preferably inserted under pressure as with a pneumatic gun and thus serve a self-fixturing function for the joint.
- a series of small notches 19 , 19 may be provided in equally circumaxial spaced relationship around the mouth of the female member 14 .
- Each notch 19 has a shallow chamfer 21 at its inner end which is adapted to direct a locating pin 18 into an adhesive chamber in pressure engagement with the contiguous surfaces of the male and female members 12 , 14 .
- locating pins such as 23 , 23 best shown in FIG. 5 may be employed as centering means and may be positioned in the mouth of the female member 14 prior to assembly of the same with the male member 12 .
- a connecting loop 25 facilitates handling the pair of the locating pins 23 , 23 .
- FIG. 6 a second alternative embodiment of centering means is shown with integral ribs 27 , 27 formed in circumaxially spaced relationship on the interior surface of a rectangular tubular member 29 with two (2) ribs 27 , 27 on one side of the member 29
- short centering means 31 may comprise a single annular element or a number of individual ribs on the interior surface of the female member 14 spaced inwardly from the mouth of the member as best shown in FIG. 8 .
- the annular element or ribs 31 serve as auxiliary centering means and engage and center the free end of a male member 12 as it reaches the end of its travel during assembly of the male and female members.
- the annular element or ribs 31 may be employed with any of the foregoing centering means.
- a distributing device 22 is positioned about open end 20 of the adhesive chamber 16 , and as shown in FIGS. 9 and 10 encloses and has an inlet port 19 which communicates with the same for the introduction of an adhesive under pressure.
- adhesives may be employed but Loctite H8600 is presently preferred in an illustrative embodiment for joining the galvanized structural steel employed in wind turbine tower construction.
- a relatively low viscosity adhesive is of course preferred for rapid insertion in a high production environment.
- a uniform adhesive thickness less than fifty thousandths of an inch is found to provide the high strength low weight results desired with galvanized structural steel.
- open cell foam seals accommodates an adhesive filling procedure based on pressure control and termination resulting in a completely filled adhesive chamber.
- the distributing device 22 may serve independently as a centering means avoiding the need for substantially all other centering means.
- the prevention of voids in the adhesive is also important and a small open cell foam insert 24 , FIGS. 3 and 8 , captured and compressed between an annular shoulder 26 on the interior wall of the female member 14 , and the inner end of the male member 12 prevents the entrapment of air and resulting pockets or voids.
- the insert is perforate to air and readily allows the same to pass but serves as an effective barrier to adhesive.
- annular seal 39 is shown about the inner end of a male member as an alternative embodiment.
- the seal 39 may be of open cell foam as above and also serves a preliminary centering function as well as a sealing function preventing the adhesive from escaping while allowing the air to pass.
- three (3) elongated structural members 28 , 28 form a closed loop subassembly indicated generally at 30 , which may be a part of a truss type wind turbine tower.
- the members 28 , 28 may be assembled as shown with their end portions entered loosely in cups 32 , 32 , which form a part of connecting or joint members 34 , 34 .
- Locating pins such as 18 , 18 , not shown, may then be inserted circumaxially about the ends of the members 28 , 28 into adhesive chambers within the cups 32 , 32 in a self-fixturing operation. This is followed by positioning of adhesive distributing devices about the joints and the introduction of adhesive to fill the adhesive chambers thus completing the subassembly.
- FIG. 13 illustrates an alternative embodiment of the invention with an adhesive port 40 formed for example by casting in a female member 42 at an intermediate location and communicating with an adhesive chamber 44 .
- seals 46 , 46 are provided and may take the form of annular compressed open cell foam members as above.
- FIG. 14 shows an assembled adhesive joint comprising male and female members 48 and 50 and end cap 52 mounted on the inner end of male member 48 and an annular seal 54 secured to the end cap.
- the inner annular surface 56 of the annular seal 54 is spaced inwardly from the external surface of the cap 52 and/or the surface 58 of the male member 48 and is adhesively attached to the cap 52 .
- the cap 52 serves to protect the seal 54 on insertion of the insert and seal through the mouth of the female member 50 and axial sliding movement thereafter urging the male member to the assembled position shown in FIG. 14 . This allows relative axial movement of the male and female members without loss of sealing efficiency.
- the end cap 52 may serve as a centering means.
- a male member 48 a and female member 50 a are shown assembled with an end cap 52 a mounted on the male member 48 a and an annular seal 54 a mounted on the end cap.
- the end cap 52 a has an annular chamfer 60 at its free end portion which assists in aligning the cap during entry through the mouth of the female member 58 .
- the cap 52 a has a small annular portion adjacent the end of the male member 48 a which is externally exposed to the inner end of an adhesive chamber 64 .
- an annular indicator or sight opening is provided so as to visually ascertain whether the adhesive is distributed completely around the chamber 64 .
- an end cap 70 is provided with a somewhat deeper annular notch 72 than in prior configurations.
- An annular O-ring seal 74 is disposed in the notch and has only a small convex portion thereof exposed radially outwardly from the mouth of the notch. Engagement of the leading edge of the female member with the convex surface urges the annular O-ring seal radially inwardly into its notch to avoid excessive distortion of the same.
- the O-ring seal is preferably of compressible open cell foam.
- FIG. 18 shows a design which may be identical to that of FIG. 17 except for the provision of a small flexible annular lip seal 76 which is formed on the end cap and which is adjacent the entrance surface of the projecting convex portion of the O-ring seal 74 a .
- the lip seal 76 protects the ring seal 74 a during entrance of the male member through the mouth of the female member and prevents distortion of the seal.
- An air escape opening 78 may be provided or, alternatively, a series of circumaxially spaced small air escape slits may be provided in the lip seal 76 .
- FIG. 19 illustrates a configuration wherein a small flexible lip seal 76 a on the end cap serves as the sole adhesive sealing means and may also serve as a centering means.
- the lip seal 76 a is flexed radially inwardly during entry of the male member through the mouth of the female member and resides in compression in the assembled position of the members.
- a circumaxial series of small axial openings 78 a , 78 a provide for the escape of air and a minimal amount of adhesive and may also serve as sight holes.
- the seal 76 a may be provided with a series of air escape slits as above.
- an O-ring seal in a notch such as the notch 72 a in FIG. 20 .
- a convex outer surface may be provided for an O-ring seal 74 b in FIG. 20 with the inner portion of the seal taking a rectangular configuration or alternatively, a dovetailed configuration may be utilized for secure retention of the inner portion of the seal as illustrated in FIG. 20 .
- End cap 52 b in FIG. 20 may be opaque with small sight openings provided at 66 , 66 in a circumaxial array as illustrated in FIG. 16 .
Landscapes
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
- Adhesive joints have been used in the past and while perhaps generally satisfactory have not been wholly satisfactory particularly in lightweight high strength structural applications. Two fundamental problems are encountered. One is the maintenance of precise relative positions of the members to be joined during the introduction and curing of the adhesive. At the present time this problem is solved by the use of extensive fixturing devices for securely holding the members during the application and curing of the adhesive. This procedure is not practical, however, for the high volume production of structural joints. A wind turbine tower with extensive structural steel lattice or truss work, for example, may involve hundreds and even thousands of joints.
- The second problem resides in the provision of adhesive of uniform thickness throughout the area between the members to be joined. One current procedure involves the introduction of glass beads of a known diameter to the adhesive to provide uniform spacing but this of course reduces the amount of adhesive actively securing the joint and the beads may also introduce areas of stress concentration further reducing joint strength.
- In view of the foregoing, it is the general object of the present invention to provide a method of forming an improved adhesive joint, a structural subassembly employing the method, and a joint construction all employing a self fixturing feature which overcomes the disadvantages of current practice and which is particularly well suited to high volume production as in wind turbine towers.
- In fulfillment of the forgoing object and in accordance with the present invention, a method is provided which is particularly well suited to the fabrication of wind turbine towers of galvanized steel construction but which also has broad general application. The method contemplates the forming of an adhesive joint between telescopically assembled male and female members having cross sectional configurations which are similar but slightly different in size so as to cooperatively define a narrow continuous open-end adhesive chamber between contiguous surfaces of the assembled members. In the presently preferred form of the method of the invention, at least one and preferably four or more locating pins are inserted under pressure through the open end of the adhesive chamber into engagement with the contiguous surfaces of the two members and in spaced relationship about the members to equalize spacing between the same throughout the adhesive chamber. An adhesive distributing device provided with an inlet port encloses and communicates with the open end of the adhesive chamber. An adhesive is then injected through the inlet port preferably under pressure to fill the adhesive chamber uniformly throughout between the members to be joined. The adhesive is then cured to form a secure joint.
- Preferably, a shoulder is provided on one of the members and preferably on the female member spaced from its open end and is engageable with the free end of the male member to act as a stop when the latter is inserted into the female member. A small insert of open cell foam positioned between the shoulder and the end of the male member allows air to pass but serves as a barrier to the adhesive and thus prevents the formation of air pockets or voids in the adhesive. In addition, this arrangement accommodates the use of a superior adhesive chamber filling process. Conventional gluing processes inject adhesive at a constant pressure and stop when a pre-selected volume has been injected. When porous open cell foam seals or other air permeable sealing arrangements are employed adhesive can be injected at a constant flow rate and terminated when a sharp rise in pressure is encountered. This is due to air at first passing through the seal and thereafter stopping abruptly when the seal is covered with adhesive throughout its surface area indicating a completely full adhesive chamber. This process insures complete filling of the adhesive chamber even though there may be substantial variation in volume of the chamber due to tolerances and other dimensional variations in manufactured parts.
- The male member may be either solid or tubular and the female tubular or both members may be tubular, the term tubular referring to any generally hollow member which may be circular, oval, rectangular, triangular or of almost any cross sectional configuration. In the case of the wind turbine tower application of the invention, relatively thin walled tubing of circular and rectangular cross sections are employed in the form of galvanized structural steel.
- As mentioned, the method of the invention is particularly well suited to the construction of subassemblies for wind turbine towers. Three or more elongated structural members of a subassembly may be loosely telescopically assembled to form loose joints with three or more connecting joint members each having at least one cup slightly different in diameter from that of the structural members. Centering means in the form of one or more and preferably four or five locating pins may then be inserted in each loose joint to firmly locate the structural and joint members relative to each other and to simultaneously provide adhesive chambers of uniform width at each joint. Employing distributing devices at each joint the adhesive chambers may then be filled with adhesive under pressure and cured to complete the subassembly.
- The joint construction of the present invention is of course the product of the method of the invention.
-
FIG. 1 is a somewhat schematic sectional view of a joint construction of the present invention, -
FIG. 2 is schematic sectional view taken generally as indicated at 2-2 inFIG. 1 , -
FIG. 3 is a view of a small insert used between the male member and an adjacent shoulder on the female member, -
FIG. 4 is a view showing a locating pin employed as a self-fixturing means, -
FIG. 5 is a view showing a pair of locating pins installed prior to the telescopic assembly of the male and female members, -
FIG. 6 is a view of a female member with integral ribs employed as a centering means, -
FIG. 7 is a fragmentary cross-sectional enlarged view showing a notch and chamfer in an open end of a female member, the locating pins thus being guided into an adjacent adhesive chamber, -
FIG. 8 is a fragmentary cross-sectional enlarged view showing a short centering means formed integrally on the interior surface of a female member in spaced relationship with the mouth of the member, the centering means serving to center the free end of a male member entered in the female member, -
FIG. 9 is a schematic perspective showing an adhesive distributing device mounted on an assembled male-female joint, -
FIG. 10 is a sectional view through the adhesive distributing device ofFIG. 9 , -
FIG. 11 is a schematic view showing a subassembly of a wind turbine tower structure employing the method and joint construction of the invention, -
FIG. 12 is a fragmentary enlarged view showing a small annular insert at the inner end of the adhesive chamber around and in engagement with the outer surface of the male member and with and in engagement with the inner surface of the female member, -
FIG. 13 is a fragmentary enlarged view showing an alternative embodiment of the invention with an adhesive port defined in a female member at an intermediate location and with annular seals at opposite ends of an adhesive chamber, -
FIG. 14 is a fragmentary cross-sectional through an assembled joint comprising male and female members and an end cap mounted on the end of the male member and carrying an annular seal, -
FIG. 15 is a fragmentary cross-sectional view similar toFIG. 14 but showing a slightly different end cap and seal arrangement, -
FIG. 16 is a fragmentary cross-sectional view taken as indicated at 16, 16 inFIG. 15 and showing a plurality of sight holes spaced circumaxially about the end cap, -
FIG. 17 is a fragmentary cross-sectional view similar toFIGS. 14 and 15 but showing an annular ring seal in a deep notch in an end cap, -
FIG. 18 is a fragmentary cross-sectional view similar toFIG. 17 but showing a ring seal with a small flexible lip seal on the end cap. -
FIG. 19 is a fragmentary cross-sectional view similar toFIGS. 17 and 18 but showing a flexible lip seal on the end cap without the ring seal ofFIGS. 17 and 18 , and -
FIG. 20 is a fragmentary cross-sectional view similar toFIGS. 17 and 18 but showing a dovetail ring seal in a dovetail notch. - Referring particularly to
FIGS. 1 and 2 , an adhesive joint construction indicated generally at 10 includes telescopically assembled male and 12 and 14 which are similar in cross sectional configuration but which are different in size so as to cooperatively define a narrow continuous open-endfemale members adhesive chamber 16. The 12 and 14 are both tubular with circular cross sections as shown but as mentioned above a wide variety of types of tubular and other male and female members may benefit from the teaching of the present invention. As is also mentioned above it is most important to maintain uniform thickness of the adhesive throughout themembers chamber 16 without pockets or voids in order to provide an efficient low cost joint of high structural integrity and lightweight. - In accordance with the method of the present invention, the male and female members are designed to provide
adhesive chamber 16 of uniform width throughout when the members are telescopically assembled and small locating 18,18 are thereafter employed to fix the relative positions of the members and precisely establish the width of thepins adhesive chamber 16. At least onepin 18 is provided and as shown, four (4) equally circumaxially spaced 18,18 are inserted into thepins adhesive chamber 16 through its open end to positively fix the position of the members and the width of thechamber 16. The 18,18 are preferably inserted under pressure as with a pneumatic gun and thus serve a self-fixturing function for the joint.pins - As best illustrated in
FIGS. 2 and 7 , a series of 19, 19 may be provided in equally circumaxial spaced relationship around the mouth of thesmall notches female member 14. Eachnotch 19 has ashallow chamfer 21 at its inner end which is adapted to direct a locatingpin 18 into an adhesive chamber in pressure engagement with the contiguous surfaces of the male and 12,14. Alternatively, locating pins such as 23,23 best shown infemale members FIG. 5 may be employed as centering means and may be positioned in the mouth of thefemale member 14 prior to assembly of the same with themale member 12. A connectingloop 25 facilitates handling the pair of the locating 23,23.pins - In
FIG. 6 a second alternative embodiment of centering means is shown with 27, 27 formed in circumaxially spaced relationship on the interior surface of a rectangularintegral ribs tubular member 29 with two (2) 27, 27 on one side of theribs member 29 - Still further, short centering means 31 may comprise a single annular element or a number of individual ribs on the interior surface of the
female member 14 spaced inwardly from the mouth of the member as best shown inFIG. 8 . The annular element orribs 31 serve as auxiliary centering means and engage and center the free end of amale member 12 as it reaches the end of its travel during assembly of the male and female members. The annular element orribs 31 may be employed with any of the foregoing centering means. - With the
adhesive chamber 16 properly sized and the 12 and 14 secured in fixed positions by themembers 18,18, a distributingpins device 22 is positioned aboutopen end 20 of theadhesive chamber 16, and as shown inFIGS. 9 and 10 encloses and has aninlet port 19 which communicates with the same for the introduction of an adhesive under pressure. Various adhesives may be employed but Loctite H8600 is presently preferred in an illustrative embodiment for joining the galvanized structural steel employed in wind turbine tower construction. A relatively low viscosity adhesive is of course preferred for rapid insertion in a high production environment. A uniform adhesive thickness less than fifty thousandths of an inch is found to provide the high strength low weight results desired with galvanized structural steel. - As mentioned above, the use of open cell foam seals accommodates an adhesive filling procedure based on pressure control and termination resulting in a completely filled adhesive chamber.
- It should also be noted that the distributing
device 22 may serve independently as a centering means avoiding the need for substantially all other centering means. - As mentioned, the prevention of voids in the adhesive is also important and a small open
cell foam insert 24,FIGS. 3 and 8 , captured and compressed between anannular shoulder 26 on the interior wall of thefemale member 14, and the inner end of themale member 12 prevents the entrapment of air and resulting pockets or voids. The insert is perforate to air and readily allows the same to pass but serves as an effective barrier to adhesive. - In
FIG. 12 anannular seal 39 is shown about the inner end of a male member as an alternative embodiment. Theseal 39 may be of open cell foam as above and also serves a preliminary centering function as well as a sealing function preventing the adhesive from escaping while allowing the air to pass. - Referring now to
FIG. 11 , it will be observed that three (3) elongated 28,28 form a closed loop subassembly indicated generally at 30, which may be a part of a truss type wind turbine tower. Employing the teaching of the present method, thestructural members 28,28 may be assembled as shown with their end portions entered loosely inmembers 32,32, which form a part of connecting orcups 34,34. Locating pins such as 18,18, not shown, may then be inserted circumaxially about the ends of thejoint members 28,28 into adhesive chambers within themembers 32,32 in a self-fixturing operation. This is followed by positioning of adhesive distributing devices about the joints and the introduction of adhesive to fill the adhesive chambers thus completing the subassembly.cups -
FIG. 13 illustrates an alternative embodiment of the invention with anadhesive port 40 formed for example by casting in afemale member 42 at an intermediate location and communicating with anadhesive chamber 44. At opposite ends of theadhesive chamber 44 46,46 are provided and may take the form of annular compressed open cell foam members as above.seals -
FIG. 14 shows an assembled adhesive joint comprising male andfemale members 48 and 50 andend cap 52 mounted on the inner end of male member 48 and anannular seal 54 secured to the end cap. The innerannular surface 56 of theannular seal 54 is spaced inwardly from the external surface of thecap 52 and/or thesurface 58 of the male member 48 and is adhesively attached to thecap 52. Thus, thecap 52 serves to protect theseal 54 on insertion of the insert and seal through the mouth of thefemale member 50 and axial sliding movement thereafter urging the male member to the assembled position shown inFIG. 14 . This allows relative axial movement of the male and female members without loss of sealing efficiency. It should also be noted that theend cap 52 may serve as a centering means. - Referring to
FIG. 15 , amale member 48 a andfemale member 50 a are shown assembled with anend cap 52 a mounted on themale member 48 a and anannular seal 54 a mounted on the end cap. Theend cap 52 a has anannular chamfer 60 at its free end portion which assists in aligning the cap during entry through the mouth of thefemale member 58. - The
cap 52 a has a small annular portion adjacent the end of themale member 48 a which is externally exposed to the inner end of anadhesive chamber 64. Thus, when the cap is constructed of a transparent material, an annular indicator or sight opening is provided so as to visually ascertain whether the adhesive is distributed completely around thechamber 64. - In
FIG. 17 anend cap 70 is provided with a somewhat deeperannular notch 72 than in prior configurations. An annular O-ring seal 74 is disposed in the notch and has only a small convex portion thereof exposed radially outwardly from the mouth of the notch. Engagement of the leading edge of the female member with the convex surface urges the annular O-ring seal radially inwardly into its notch to avoid excessive distortion of the same. The O-ring seal is preferably of compressible open cell foam. -
FIG. 18 shows a design which may be identical to that ofFIG. 17 except for the provision of a small flexibleannular lip seal 76 which is formed on the end cap and which is adjacent the entrance surface of the projecting convex portion of the O-ring seal 74 a. As will be apparent, thelip seal 76 protects thering seal 74 a during entrance of the male member through the mouth of the female member and prevents distortion of the seal. An air escape opening 78 may be provided or, alternatively, a series of circumaxially spaced small air escape slits may be provided in thelip seal 76. -
FIG. 19 illustrates a configuration wherein a smallflexible lip seal 76 a on the end cap serves as the sole adhesive sealing means and may also serve as a centering means. Thelip seal 76 a is flexed radially inwardly during entry of the male member through the mouth of the female member and resides in compression in the assembled position of the members. A circumaxial series of small 78 a,78 a provide for the escape of air and a minimal amount of adhesive and may also serve as sight holes. Alternatively, theaxial openings seal 76 a may be provided with a series of air escape slits as above. - Finally, it will be apparent for the foregoing that various cross sectional shapes may be employed for an O-ring seal in a notch such as the notch 72 a in
FIG. 20 . For example, a convex outer surface may be provided for an O-ring seal 74 b inFIG. 20 with the inner portion of the seal taking a rectangular configuration or alternatively, a dovetailed configuration may be utilized for secure retention of the inner portion of the seal as illustrated inFIG. 20 . - End cap 52 b in
FIG. 20 may be opaque with small sight openings provided at 66, 66 in a circumaxial array as illustrated inFIG. 16 . - As will be apparent from the foregoing a relatively simple self-fixturing procedure has been devised as part of a highly efficient overall method providing a high strength low weight joint construction particularly well suited to high production joint formation as required in wind turbine tower fabrication at economic advantage. Substantial savings are realized in both material and labor costs as compared with conventional flange-bolt type joints as well as prior art adhesive joints.
Claims (52)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/592,909 US20110131917A1 (en) | 2009-12-05 | 2009-12-05 | Method of forming adhesive joint, structural subassembly, and joint construction |
| US13/215,140 US20120051939A1 (en) | 2007-12-28 | 2011-08-22 | Structure and accelerator platform placement for a wind turbine tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/592,909 US20110131917A1 (en) | 2009-12-05 | 2009-12-05 | Method of forming adhesive joint, structural subassembly, and joint construction |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/460,985 Continuation-In-Part US20100031589A1 (en) | 2007-12-28 | 2009-07-27 | Tower and wind turbine supporting structures and method for mounting the latter |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/586,998 Continuation-In-Part US20110076146A1 (en) | 2007-12-28 | 2009-09-30 | Wind turbine electrical generating system with combined structural support members and straightening vanes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20110131917A1 true US20110131917A1 (en) | 2011-06-09 |
Family
ID=44080603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US12/592,909 Abandoned US20110131917A1 (en) | 2007-12-28 | 2009-12-05 | Method of forming adhesive joint, structural subassembly, and joint construction |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20110131917A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10174778B2 (en) * | 2011-03-17 | 2019-01-08 | Zephyros, Inc. | Bonding assembly |
| US10583629B2 (en) * | 2015-02-06 | 2020-03-10 | Kobe Steel, Ltd. | Joining structure |
| CN111042344A (en) * | 2019-12-05 | 2020-04-21 | 江西华晨钢结构有限公司 | High-strength light steel structure convenient to assemble |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US909299A (en) * | 1908-05-22 | 1909-01-12 | Herbert H Hilborn | Method of reinforcing tubular structures. |
| US1018754A (en) * | 1910-11-05 | 1912-02-27 | Henry T P Bates | Post. |
| US2036771A (en) * | 1932-12-15 | 1936-04-07 | Pfistershammer Josef | Tubular pole |
| US2841634A (en) * | 1956-10-02 | 1958-07-01 | Clarence L Kimball | Sectional telescopic pole |
| US4242851A (en) * | 1979-04-16 | 1981-01-06 | Pohlman Joe C | Pole construction |
| US6399881B2 (en) * | 1997-11-28 | 2002-06-04 | Hans P. Edelstein | Multi-sectional utility pole having slip-joint conical connections |
| US20070245680A1 (en) * | 2006-04-07 | 2007-10-25 | General Electric Company | Methods and apparatus for assembling wind turbine towers |
| US20100101173A1 (en) * | 2008-01-04 | 2010-04-29 | General Electric Company | Wind turbine tower joints |
| US20110061332A1 (en) * | 2009-09-17 | 2011-03-17 | Hettick Steven A | Modular Tower Apparatus and Method of Manufacture |
-
2009
- 2009-12-05 US US12/592,909 patent/US20110131917A1/en not_active Abandoned
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US909299A (en) * | 1908-05-22 | 1909-01-12 | Herbert H Hilborn | Method of reinforcing tubular structures. |
| US1018754A (en) * | 1910-11-05 | 1912-02-27 | Henry T P Bates | Post. |
| US2036771A (en) * | 1932-12-15 | 1936-04-07 | Pfistershammer Josef | Tubular pole |
| US2841634A (en) * | 1956-10-02 | 1958-07-01 | Clarence L Kimball | Sectional telescopic pole |
| US4242851A (en) * | 1979-04-16 | 1981-01-06 | Pohlman Joe C | Pole construction |
| US6399881B2 (en) * | 1997-11-28 | 2002-06-04 | Hans P. Edelstein | Multi-sectional utility pole having slip-joint conical connections |
| US20070245680A1 (en) * | 2006-04-07 | 2007-10-25 | General Electric Company | Methods and apparatus for assembling wind turbine towers |
| US20100101173A1 (en) * | 2008-01-04 | 2010-04-29 | General Electric Company | Wind turbine tower joints |
| US20110154777A1 (en) * | 2008-01-04 | 2011-06-30 | Bagepalli Bharat S | Wind turbine tower joints |
| US8082719B2 (en) * | 2008-01-04 | 2011-12-27 | General Electric Company | Wind turbine tower joints |
| US20110061332A1 (en) * | 2009-09-17 | 2011-03-17 | Hettick Steven A | Modular Tower Apparatus and Method of Manufacture |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10174778B2 (en) * | 2011-03-17 | 2019-01-08 | Zephyros, Inc. | Bonding assembly |
| US10583629B2 (en) * | 2015-02-06 | 2020-03-10 | Kobe Steel, Ltd. | Joining structure |
| CN111042344A (en) * | 2019-12-05 | 2020-04-21 | 江西华晨钢结构有限公司 | High-strength light steel structure convenient to assemble |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4283284A (en) | Hollow fiber dialyzer end seal system | |
| ES2629002T3 (en) | Strap, its manufacturing procedure, and structure of aeronautical soil that incorporates it | |
| US20190264843A1 (en) | Pipe coupling | |
| US20110131917A1 (en) | Method of forming adhesive joint, structural subassembly, and joint construction | |
| FI87266C (en) | ROERKOPPLING | |
| US20090176405A1 (en) | Distributor system and method for its production | |
| US10072958B2 (en) | Tube for measuring the differential pressure of a medium flowing through the tube | |
| US12181083B2 (en) | Pipe coupling | |
| US20110299180A1 (en) | Lens module and method for assembling same | |
| CN111326694A (en) | A confluence pipe used for negative pressure centralized air extraction for the aging exhaust of prismatic batteries | |
| US20090078357A1 (en) | Method for monitoring for cracking in a componant | |
| JP2018536537A (en) | Hollow fiber membrane filtration device and manufacturing method thereof | |
| US8574703B2 (en) | Part positioning and assembly process for creep sensitive material | |
| CN202937804U (en) | Water chamber bucking and sealing detectable structure | |
| CN112524356A (en) | Double-end socket sealing structure and sealing test method for hollow structure wall winding pipe | |
| KR20230152642A (en) | A Bushing Cap for a Linear Pipe | |
| CN110748713A (en) | PVC plastics drain pipe of high strength | |
| CN217328903U (en) | Anti-seepage reinforced concrete drain pipe | |
| CN202449927U (en) | Supporting tube of diaphragm tubular fine bubble aerator | |
| CN215750569U (en) | Needle tube adsorption combined mechanism | |
| CN222049357U (en) | A fiber grating pressure ring | |
| US9416956B2 (en) | Housing having air valve | |
| CN205780854U (en) | A kind of novel seal blanking cover | |
| CN205419404U (en) | Elevator gyro wheel and step part connecting device | |
| CN222479760U (en) | A flange joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: OPTIWIND CORP, CONNECTICUT Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:ANDERSON, CLARK DAVID;ROCKY, DREW M.;SLEICHER, BRET THOMAS;AND OTHERS;SIGNING DATES FROM 20100223 TO 20100224;REEL/FRAME:023984/0980 |
|
| AS | Assignment |
Owner name: STATE OF CONNECTICUT DEPARTMENT OF ECONOMIC AND CO Free format text: SECURITY AGREEMENT;ASSIGNOR:OPTIWIND CORP;REEL/FRAME:024140/0972 Effective date: 20100324 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO PAY ISSUE FEE |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO PAY ISSUE FEE |
|
| AS | Assignment |
Owner name: STATE OF CONNECTICUT DEPARTMENT OF ECONOMIC AND CO Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:OPTIWIND CORP;REEL/FRAME:031952/0072 Effective date: 20131114 |