US3474589A - Toggle type concrete anchor construction - Google Patents
Toggle type concrete anchor construction Download PDFInfo
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- US3474589A US3474589A US692508A US3474589DA US3474589A US 3474589 A US3474589 A US 3474589A US 692508 A US692508 A US 692508A US 3474589D A US3474589D A US 3474589DA US 3474589 A US3474589 A US 3474589A
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- Prior art keywords
- base member
- anchor
- pivot
- lug
- concrete
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- 238000010276 construction Methods 0.000 title description 13
- 229910052751 metal Inorganic materials 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 244000144992 flock Species 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Images
Classifications
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/681—Sealings of joints, e.g. expansion joints for free moving parts
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6803—Joint covers
- E04B1/6804—Joint covers specially adapted for floor parts
Definitions
- This invention is related to the field of concrete anchors and associated base members. More specifically, the invention is related to a concrete anchor that can be connected at any point along the length of a base member by a simple toggle action. Such base members are used for mounting a variety of devices such as expansion joint covers, for example, and any desired number of anchors can be attached to the base member in accordance with the length of such.
- Base members formed of extruded metal such as aluminum and having a constant cross-sectional shape have been employed in the construction industry for a number of years. Such base members are formed with a variety of means for connecting concrete anchor lugs which will be incorporated into a concrete wall, floor slab or the like for retaining the base member in position. Such base members can be of considerable length and the previously known concrete anchors have been fastenable thereto in a wide variety of ways. Unfortunately the previously employed attachments have been overly complex, expensive and/or difiicult to install. For example, many of the previously known devices require separate attachment screws or clamps for attaching the anchor to the base member. Such construction is time consuming in assembly and also results in a more complex and expensive device. Moreover, many of the prior devices can be fastened at only a single location as determined by threaded taps or other fixed location connector means in the base member.
- the subject invention avoids the problems of the prior art by the provision of a simple concrete anchor which can be snapped into position at any position along the length of a base member. Moreover, the subject invention is uniquely simple in design and therefore, economical to manufacture and produce.
- This invention comprises a concrete anchor and base member combination in which the concrete anchor is provided with a pair of toggle members on one end which can be connected at any point to axially extending recesses extending along the length of the base member.
- This construction enables rapid assembly of the base member and associated concrete anchor with a minimum of difficulty and a maximum of reliability.
- FIGURE 1 is an end perspective view of the subject invention employed in association with an expansion joint cover assembly attached to a pair of base members;
- FIGURE 2 is a perspective view illustrating the manner in which the concrete anchor is attached to the base members
- FIGURE 3 is an end view illustrating the attachment of the concrete anchor to the base member with a dotted line illustration representing the position of the parts when such have been manipulated into an over-center toggle action attached position;
- FIGURE 4 is an end view of two examples of the subject invention as mounted in two concreteslabs.
- FIGURE 5 is an end view of the subject invention as employed for mounting a base member in one concrete slab for use in conjunction with a second slab oriented perpendicularly to the first slab.
- FIGURE 1 Description of the preferred embodiment Two examples of the preferred embodiment are illustrated in FIGURE 1 in conjunction with an expansion joint cover member.
- the preferred embodiment consists of a base member 20 formed of an extruded aluminum or other suitable material and one or more concrete anchors 22 which are similarly formed of extruded aluminum or other suitable metals or alloys.
- Base member 20 is substantially L-shaped cross-sectional configuration and has a first leg 24 connected to a second leg 26 by a relatively thin connection portion 28 illustrated in FIGURE 3.
- the outer extremities of legs 24 and 26 are respectively provided with transversely extending abutments 30 and 32 respectively.
- the outer ends of abutments 30 and 32 bend inwardly as shown in FIGURE 3.
- This construction in effect, provides a first axially extending recess 34 defined by the intersection of leg 24 and abutment 30 and a second axially extending recess 36 defined by the intersection of leg 26 and abutment 32.
- leg 24 The outer surface of leg 24 is provided with axially extending grooves 38 which can receive tubular seal means 40 when employed in the manner illustrated in FIGURE 1. Similarly, a recess 42 is provided adjacent the intersection of leg 24 and 26 for receiving a flexible sealing strip 44.
- the exterior portions of legs 24 and 26 can include other grooves, recesses or threaded opening such as, for example, the threaded opening receiving a screw 46 shown in FIGURE 1. The exact nature of such grooves, recesses or the like can vary extensively and will depend upon the specific nature of the item to be attached to the base member. However, the interior portion of the base member must always be of substantially the same construction as that illustrated in the drawings in order that the concrete anchor can be snapped into place in the axially extending recesses to be retained in place by toggle action.
- the concrete anchor 22 consists of an elongated embed ment lug 48 of substantially planar construction which is to be embedded in the concrete slab.
- the extreme end of the embedment lug is provided with a bent offset portion 50 which terminates in a transversely extending concrete engaging flange 52.
- a second transversely extending concrete'engaging flange 54 is located inwardly of the bent portion 50 is shown in FIGURE 3, and the other end of the embedment lug is provided with a pivot bearing 56 which has an inner cylindrical surface 58 that is interrupted by the edges 60 and 62 of an axially extending slot. Edges 60 and 62 are spaced apart a distance less than the diameter of the cylindrical surface 58.
- a transversely extending latch lug 64 having an outer axially extending end termination in the form of an edge 66 extends transversely from the embedment lug at a portion adjacent the pivot bearing 56 as shown.
- Latch lug 64 is of generally planar construction and is oriented in a plane extending radially from the center of curvature of cylindrical surface 58.
- a pivot plate 70 having an outer end termination edge 72 and an inner axially extending cylindrical rod 74 along its other edge is pivotally attached to the embedment lug by virtue of the fact that the cylindrical rod 74 is concentrically received within the confines of the cylindrical surface 58. It should be noted that the pivot plate 70 is pivotable between two extreme positions limited by the engagement of plate 70 with the edges 60 and 62 of the slot interrupting the cylindrical surface 58. These positions consist of a first position illustrated by the solid line position in FIGURE 3 and a second position which is shown by the dashed line position in FIGURE 3. Moreover, the second position is also illustrated in FIGURES 1, 4 and whereas the first position is also illustrated in FIGURE 2.
- FIGURE 1 illustrates the combinational end portions of two of the anchor members associated with two dilierent base plate constructions for use as an expansion joint cover including a rigid cover plate 80 and a flexible sealing member 82 respectively connected to the two base members.
- the leftmost base member is provided with an extension 24' for accommodating the flexible sealing member 82.
- that portion of the base member with which the anchor member 22 is as sociated is identical with the corresponding portion of the righthand base member.
- the number of anchor members employed in any particular application depends upon the length of the particular base members with which the anchor members are used and upon the nature of the service in which the application is made. Obviously, in applications wherein the base member is subjected to unusual forces and strains, it would be necessary to employ more anchors than would be required in a less taxing environment.
- connection of an anchor to the base member is accomplished by inserting the edge 72 of pivot plate 70 into recess 36.
- the pivot plate is pivoted to the limit of its counter-clockwise movement as illustrated in FIGURE 3 so that the edge 66 of latch ing 64 can move inwardly into the vicinity of recess 34.
- the embedment lug 48 is then pivoted downwardly to the dashed line position illustrated in FIGURE 3 by movement in the direction indicated by arrow 88.
- the anchor is locked in the base member by the toggle action of plate 70, bearing 56 and latch lug 64. It should be noted that the initial distance between the edges 66 and 72 while such are being inserted into the base member is less than the distance between recesses 34 and 36. Therefore, the anchor can easily be inserted into the base member.
- the toggle locking movement between the solid line to dashed line positions of FIGURE 3 causes an over-center pivoting of plate 70 and latch plate 64 so that the dashed line position of edges 72 and 66 results in a distance between these edges which is greater than the normal distance between the recesses 34 and 36. It is necessary that the legs 24 and 26 be capable of a small amount of flexing with respect to each other and this movement is enabled by the thin portion 28 connecting the legs. Reactive biassing of the legs aids in maintaining the anchor member locked in position with respect to the base member as is evidenced by inspection of the drawings.
- FIGURE 5 illustrates another use of an anchor member and base plate for providing an expansion joint connection between slabs and 100.
- the anchor member and base member combination forming the invention are used in conjunction with another type of anchor member 102 for the purpose of illustrating the versatility of the subject invention.
- the base member illustrated is identical with the leftmost base member illustrated in FIGURE 4.
- the subject invention is of great versatility and ease of use in that it can be snapped into position at any point along the base member without the use of any tool and with a minimum of manual dexterity.
- a wide variety of devices can be attached to the base member in accordance with the particular location in which such is employed.
- the use of expansion joint covers in illustrating this invention is merely for the purpose of illustration and it should be understood that the invention can be employed for mounting a wide variety of other difierent devices.
- a cam-locking concrete anchor connectable to a base member having first and second spaced diagonally facing recesses spaced a given distance apart, said anchor comprising, an elongated embedment lug having a generally transversely extending latch lug extending from one end thereof with an outer end termination and a pivot bearing adjacent said latch lug, a pivot plate pivotably received within said pivot bearing and having an outer end termination, movement limiting means formed adjacent said bearing for limiting the extent of movement of said pivot plate to movement between a first position in which said end terminations are spaced apart a distance less than the distance between said spaced recesses of said base member and a second over-center position in which said termination would normally be spaced apart a distance slightly greater than said distance between said spaced recesses so that said end terminations can be inserted in said recesses when said pivot plate is in its first position and said pivot plate can then be pivoted to its second position to remain in said second position by virtue of toggle action of said pivot plate and said latch lug.
- pivot bearing comprises a cylindrical surface interrupted by an axially extending slot and the end of said pivot plate received within said pivot bearing comprises a cylindrical pivot rod concentrically embraced by said cylindrical surface.
- pivot plate includes a planar portion extending from said cylindrical pivot rod through said slot.
- latch lug is of generally planar shape with the plane of the lug being oriented in radial relationship with respect to the center of curvature of said cylindrical surface.
- a cam-locking concrete anchor connectable to a base member having first and second spaced diagonally facing recesses spaced a given distance apart, said anchor comprising an elongated embedment lug having toggle means comprising two relatively pivotable members adjacent one end thereof, said relatively pivotable members each having an outer end termination, and means associated with said one end for limiting the amount of pivotable movement possibly by said relatively pivotable members so that the outer end terminations of said relatively pivotable members are spaced apart a distance less than the distance between said recesses when said pivotable members are in one extreme limit of pivotable movement and are spaced apart a distance greater than the said distance between said recesses when said pivotable members are in an opposite over-center extreme position of pivotable movement so that said embedment member can be affixed to said base member by toggle action when said pivotable members are moved from said first position to said second position.
- one of said pivotable members comprises a planar pivot plate having a cylindrical pivot rod on one edge opposite to its end termination with said rod being received within the confines of a cylindrical pivot bearing formed in the end of said embedment lug with which said pivotable members are associated.
- said movement limiting means comprises the sides of an elongated slot extending along the length of said cylindrical surface and wherein said pivot plate extends from said cylindrical pivot rod through said slot.
- said second relatively pivotable member comprises a substantially planar latch lug oriented in a radial plane from the center of curvature of said cylindrical surface and formed integrally with said anchor.
- An assembly for attachment to a concrete slab comprising a base member having first and second spaced diagonally facing recesses spaced a given distance apart, an anchor comprising an elongated embedment lug having a generally transversely extending latch lug extending from one end thereof with an outer end termination and a pivot bearing adjacent said latch lug, pivot plate pivotably received within said pivot bearing for pivotable movement between first and second positions, wherein the outer end termination of said latch lug and the outer end termination of said pivot plate are positionable in said recesses when said pivot plate is in one of its extreme positions of movement and wherein the movement of said pivot plate to its other extreme position of movement causes said end terminations to be spaced a greater distance apart to be biassed into snug fitting relationship with said recesses so that said pivot plate and said elongated embedment member remains in their second position due to an over-center toggle action between said pivot plate, said pivot bearing and said latch lug.
- pivot bearing comprises a cylindrical surface interrupted by an axially extending slot and the end of said pivot plate received within said pivot bearing comprises a cylindrical pivot rod concentrically embraced by said cylindrical surface.
- pivot plate includes a planar portion extending from said cylindrical pivot rod through said slot.
- latch lug is of generally planar shape with the plane of the lug being oriented in radial relationship with respect to the center of curvature of said cylindrical surface.
- said base member is of substantially L-shaped configuration and said recesses are formed by the intersection of each leg of the L-shaped base member with transversely extending abutments extending inwardly from each of said legs.
- pivot bearing comprises a cylindrical surface interrupted by an axially extending slot and the end of said pivot plate received within said pivot bearing comprises a cylindrical pivot rod concentrically embraced by said cylindrical surface.
- pivot plate includes a planar portion extending from said cylindrical pivot rod through said slot.
- FRANK L. ABBOTT Primary Examiner S. D. BURKE III, Assistant Examiner US. Cl. X.R. 52-58, 288, 464, 471; 94--18, 32
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Description
c 28. 1969 L. K. CHEATWOOD 3,
TOGGLE TYPE CONCRETE ANCHOR CONSTRUCTION Filed Dec, 21. 1967 2 Sheets-Sheet 1 INVENTOR LOW-ELL. K. CHEATWOOD BY iv saw m 041 a. J m EILTCEDRNEYS 2 Sheets-Sheet 5 INVENTOR unmen ATTORNEYS L. K. CHEATWOOD TOGGLE TYPE CONCRETE ANCHOR CONSTRUCTION LOWELL K. CHEATWOOD miim imm Oct. 28, 1969 Filed Dec. 21, 1967 United States Patent C) 3,474,589 TOGGLE TYPE CONCRETE ANCHOR CONSTRUCTION Lowell K. Cheatwood, Oklahoma City, Okla., assignor to Metalines, Incorporated, Oklahoma City, Okla., a
corporation of Oklahoma Filed Dec. 21, 1967, Ser. No. 692,508 Int. Cl. E04c 5/18, N38
US. Cl. 52--698 18 Claims ABSTRACT OF THE DISCLOSURE A concrete anchor and base member assembly having an over-center toggle formed on one end of the anchor to enable insertion and snap-locking of the anchor at any point along the length of the base member.
Background of the invention This invention is related to the field of concrete anchors and associated base members. More specifically, the invention is related to a concrete anchor that can be connected at any point along the length of a base member by a simple toggle action. Such base members are used for mounting a variety of devices such as expansion joint covers, for example, and any desired number of anchors can be attached to the base member in accordance with the length of such.
Base members formed of extruded metal such as aluminum and having a constant cross-sectional shape have been employed in the construction industry for a number of years. Such base members are formed with a variety of means for connecting concrete anchor lugs which will be incorporated into a concrete wall, floor slab or the like for retaining the base member in position. Such base members can be of considerable length and the previously known concrete anchors have been fastenable thereto in a wide variety of ways. Unfortunately the previously employed attachments have been overly complex, expensive and/or difiicult to install. For example, many of the previously known devices require separate attachment screws or clamps for attaching the anchor to the base member. Such construction is time consuming in assembly and also results in a more complex and expensive device. Moreover, many of the prior devices can be fastened at only a single location as determined by threaded taps or other fixed location connector means in the base member.
Another deficiency of many of the prior art devices is that the concrete anchor cannot be attached to the base member by merely inserting such at a point of attachment and then actuating the clamping or fastening means. This is true because it is necessary to insert the anchor member at an extreme end of the base member and slide it along the length of the member until the desired location is reached. The attaching means can then be actuated to retain the anchor in position at the desired location. An example of such a device is U.S. Patent No. 2,976,782 which discloses an anchor member 40, 42 which must be inserted on the end of a base member and moved along the length of the base member until the desired location of attachment is reached. Obviously, the installation of such devices can be quite time consuming when the base member is of considerable length since a large number of manipulations will be required.
The subject invention avoids the problems of the prior art by the provision of a simple concrete anchor which can be snapped into position at any position along the length of a base member. Moreover, the subject invention is uniquely simple in design and therefore, economical to manufacture and produce.
Summary of the invention This invention comprises a concrete anchor and base member combination in which the concrete anchor is provided with a pair of toggle members on one end which can be connected at any point to axially extending recesses extending along the length of the base member. This construction enables rapid assembly of the base member and associated concrete anchor with a minimum of difficulty and a maximum of reliability.
It is, therefore, a primary object of this invention to provide a new and improved concrete anchor and base member construction.
Description of the Drawings FIGURE 1 is an end perspective view of the subject invention employed in association with an expansion joint cover assembly attached to a pair of base members;
FIGURE 2 is a perspective view illustrating the manner in which the concrete anchor is attached to the base members;
FIGURE 3 is an end view illustrating the attachment of the concrete anchor to the base member with a dotted line illustration representing the position of the parts when such have been manipulated into an over-center toggle action attached position;
FIGURE 4 is an end view of two examples of the subject invention as mounted in two concreteslabs; and
FIGURE 5 is an end view of the subject invention as employed for mounting a base member in one concrete slab for use in conjunction with a second slab oriented perpendicularly to the first slab.
Description of the preferred embodiment Two examples of the preferred embodiment are illustrated in FIGURE 1 in conjunction with an expansion joint cover member.
The preferred embodiment consists of a base member 20 formed of an extruded aluminum or other suitable material and one or more concrete anchors 22 which are similarly formed of extruded aluminum or other suitable metals or alloys.
The outer surface of leg 24 is provided with axially extending grooves 38 which can receive tubular seal means 40 when employed in the manner illustrated in FIGURE 1. Similarly, a recess 42 is provided adjacent the intersection of leg 24 and 26 for receiving a flexible sealing strip 44. It should be understood that the exterior portions of legs 24 and 26 can include other grooves, recesses or threaded opening such as, for example, the threaded opening receiving a screw 46 shown in FIGURE 1. The exact nature of such grooves, recesses or the like can vary extensively and will depend upon the specific nature of the item to be attached to the base member. However, the interior portion of the base member must always be of substantially the same construction as that illustrated in the drawings in order that the concrete anchor can be snapped into place in the axially extending recesses to be retained in place by toggle action.
The concrete anchor 22 consists of an elongated embed ment lug 48 of substantially planar construction which is to be embedded in the concrete slab. The extreme end of the embedment lug is provided with a bent offset portion 50 which terminates in a transversely extending concrete engaging flange 52. A second transversely extending concrete'engaging flange 54 is located inwardly of the bent portion 50 is shown in FIGURE 3, and the other end of the embedment lug is provided with a pivot bearing 56 which has an inner cylindrical surface 58 that is interrupted by the edges 60 and 62 of an axially extending slot. Edges 60 and 62 are spaced apart a distance less than the diameter of the cylindrical surface 58.
A transversely extending latch lug 64 having an outer axially extending end termination in the form of an edge 66 extends transversely from the embedment lug at a portion adjacent the pivot bearing 56 as shown. Latch lug 64 is of generally planar construction and is oriented in a plane extending radially from the center of curvature of cylindrical surface 58.
A pivot plate 70 having an outer end termination edge 72 and an inner axially extending cylindrical rod 74 along its other edge is pivotally attached to the embedment lug by virtue of the fact that the cylindrical rod 74 is concentrically received within the confines of the cylindrical surface 58. It should be noted that the pivot plate 70 is pivotable between two extreme positions limited by the engagement of plate 70 with the edges 60 and 62 of the slot interrupting the cylindrical surface 58. These positions consist of a first position illustrated by the solid line position in FIGURE 3 and a second position which is shown by the dashed line position in FIGURE 3. Moreover, the second position is also illustrated in FIGURES 1, 4 and whereas the first position is also illustrated in FIGURE 2.
FIGURE 1 illustrates the combinational end portions of two of the anchor members associated with two dilierent base plate constructions for use as an expansion joint cover including a rigid cover plate 80 and a flexible sealing member 82 respectively connected to the two base members. It should be noted that the leftmost base member is provided with an extension 24' for accommodating the flexible sealing member 82. However, that portion of the base member with which the anchor member 22 is as sociated is identical with the corresponding portion of the righthand base member. The number of anchor members employed in any particular application depends upon the length of the particular base members with which the anchor members are used and upon the nature of the service in which the application is made. Obviously, in applications wherein the base member is subjected to unusual forces and strains, it would be necessary to employ more anchors than would be required in a less taxing environment.
Connection of an anchor to the base member is accomplished by inserting the edge 72 of pivot plate 70 into recess 36. The pivot plate is pivoted to the limit of its counter-clockwise movement as illustrated in FIGURE 3 so that the edge 66 of latch ing 64 can move inwardly into the vicinity of recess 34. The embedment lug 48 is then pivoted downwardly to the dashed line position illustrated in FIGURE 3 by movement in the direction indicated by arrow 88. The anchor is locked in the base member by the toggle action of plate 70, bearing 56 and latch lug 64. It should be noted that the initial distance between the edges 66 and 72 while such are being inserted into the base member is less than the distance between recesses 34 and 36. Therefore, the anchor can easily be inserted into the base member. However, the toggle locking movement between the solid line to dashed line positions of FIGURE 3 causes an over-center pivoting of plate 70 and latch plate 64 so that the dashed line position of edges 72 and 66 results in a distance between these edges which is greater than the normal distance between the recesses 34 and 36. It is necessary that the legs 24 and 26 be capable of a small amount of flexing with respect to each other and this movement is enabled by the thin portion 28 connecting the legs. Reactive biassing of the legs aids in maintaining the anchor member locked in position with respect to the base member as is evidenced by inspection of the drawings.
When all of the anchor members have been connected to a respective base member, the assembly is positioned in the form and concrete is poured to immerse the embedment member as shown in FIGURE 4. Hardening of the concrete obviously results in a permanent fixed positioning of the assembly components.
FIGURE 5 illustrates another use of an anchor member and base plate for providing an expansion joint connection between slabs and 100. In this use, the anchor member and base member combination forming the invention are used in conjunction with another type of anchor member 102 for the purpose of illustrating the versatility of the subject invention. The base member illustrated is identical with the leftmost base member illustrated in FIGURE 4.
Therefore, it will be obvious that the subject invention is of great versatility and ease of use in that it can be snapped into position at any point along the base member without the use of any tool and with a minimum of manual dexterity. Moreover, a wide variety of devices can be attached to the base member in accordance with the particular location in which such is employed. The use of expansion joint covers in illustrating this invention is merely for the purpose of illustration and it should be understood that the invention can be employed for mounting a wide variety of other difierent devices.
Therefore, since many modifications will be apparent to those skilled in the art, it is to be strictly understood that the scope of this invention is limited solely by the appended claims.
What is claimed is:
I. A cam-locking concrete anchor connectable to a base member having first and second spaced diagonally facing recesses spaced a given distance apart, said anchor comprising, an elongated embedment lug having a generally transversely extending latch lug extending from one end thereof with an outer end termination and a pivot bearing adjacent said latch lug, a pivot plate pivotably received within said pivot bearing and having an outer end termination, movement limiting means formed adjacent said bearing for limiting the extent of movement of said pivot plate to movement between a first position in which said end terminations are spaced apart a distance less than the distance between said spaced recesses of said base member and a second over-center position in which said termination would normally be spaced apart a distance slightly greater than said distance between said spaced recesses so that said end terminations can be inserted in said recesses when said pivot plate is in its first position and said pivot plate can then be pivoted to its second position to remain in said second position by virtue of toggle action of said pivot plate and said latch lug.
2. The invention of claim 1 wherein said pivot bearing comprises a cylindrical surface interrupted by an axially extending slot and the end of said pivot plate received within said pivot bearing comprises a cylindrical pivot rod concentrically embraced by said cylindrical surface.
3. The invention of claim 2 wherein said pivot plate includes a planar portion extending from said cylindrical pivot rod through said slot.
4. The invention of claim 3 wherein said movement limiting means comprises the sides of said slot.
5. The invention of claim 4 wherein said latch lug is of generally planar shape with the plane of the lug being oriented in radial relationship with respect to the center of curvature of said cylindrical surface.-
6. The invention of claim 5 wherein said elongated embedment lug, said pivot bearing and said latch lug are of unitary metal construction and wherein said pivot plate and said pivot rod are of unitary metal construction.
7. A cam-locking concrete anchor connectable to a base member having first and second spaced diagonally facing recesses spaced a given distance apart, said anchor comprising an elongated embedment lug having toggle means comprising two relatively pivotable members adjacent one end thereof, said relatively pivotable members each having an outer end termination, and means associated with said one end for limiting the amount of pivotable movement possibly by said relatively pivotable members so that the outer end terminations of said relatively pivotable members are spaced apart a distance less than the distance between said recesses when said pivotable members are in one extreme limit of pivotable movement and are spaced apart a distance greater than the said distance between said recesses when said pivotable members are in an opposite over-center extreme position of pivotable movement so that said embedment member can be affixed to said base member by toggle action when said pivotable members are moved from said first position to said second position.
8. The invention of claim 7 wherein one of said pivotable members comprises a planar pivot plate having a cylindrical pivot rod on one edge opposite to its end termination with said rod being received within the confines of a cylindrical pivot bearing formed in the end of said embedment lug with which said pivotable members are associated.
9. The invention of claim 8 wherein said movement limiting means comprises the sides of an elongated slot extending along the length of said cylindrical surface and wherein said pivot plate extends from said cylindrical pivot rod through said slot.
10. The invention of claim 9 wherein said second relatively pivotable member comprises a substantially planar latch lug oriented in a radial plane from the center of curvature of said cylindrical surface and formed integrally with said anchor.
11. An assembly for attachment to a concrete slab, said assembly comprising a base member having first and second spaced diagonally facing recesses spaced a given distance apart, an anchor comprising an elongated embedment lug having a generally transversely extending latch lug extending from one end thereof with an outer end termination and a pivot bearing adjacent said latch lug, pivot plate pivotably received within said pivot bearing for pivotable movement between first and second positions, wherein the outer end termination of said latch lug and the outer end termination of said pivot plate are positionable in said recesses when said pivot plate is in one of its extreme positions of movement and wherein the movement of said pivot plate to its other extreme position of movement causes said end terminations to be spaced a greater distance apart to be biassed into snug fitting relationship with said recesses so that said pivot plate and said elongated embedment member remains in their second position due to an over-center toggle action between said pivot plate, said pivot bearing and said latch lug.
12. The invention of claim 11 wherein said pivot bearing comprises a cylindrical surface interrupted by an axially extending slot and the end of said pivot plate received within said pivot bearing comprises a cylindrical pivot rod concentrically embraced by said cylindrical surface.
13. The invention of claim 12 wherein said pivot plate includes a planar portion extending from said cylindrical pivot rod through said slot.
14. The invention of claim 13 wherein said pivot plate movement is limited by the sides of said slots.
15. The invention of claim 14 wherein said latch lug is of generally planar shape with the plane of the lug being oriented in radial relationship with respect to the center of curvature of said cylindrical surface.
16. The invention of claim 11 wherein said base member is of substantially L-shaped configuration and said recesses are formed by the intersection of each leg of the L-shaped base member with transversely extending abutments extending inwardly from each of said legs.
17. 'The invention of claim 16 wherein said pivot bearing comprises a cylindrical surface interrupted by an axially extending slot and the end of said pivot plate received within said pivot bearing comprises a cylindrical pivot rod concentrically embraced by said cylindrical surface.
18. The invention of claim 17 wherein said pivot plate includes a planar portion extending from said cylindrical pivot rod through said slot.
References Cited UNITED STATES PATENTS 65,273 5/1868 Rice 2982l4 1,554,391 9/1925 Town 298215 2,860,716 11/1958 Flock 24825 X 2,918,244 12/1959 Laney 248-214 2,976,782 3/1961 Thorn 94-32 X 3,203,149 8/1965 Soddy.
3,394,639 7/1968 Uiehmann 94-18 FOREIGN PATENTS 181,995 1/ 1936 Switzerland.
FRANK L. ABBOTT, Primary Examiner S. D. BURKE III, Assistant Examiner US. Cl. X.R. 52-58, 288, 464, 471; 94--18, 32
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US69250867A | 1967-12-21 | 1967-12-21 |
Publications (1)
Publication Number | Publication Date |
---|---|
US3474589A true US3474589A (en) | 1969-10-28 |
Family
ID=24780866
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US692508A Expired - Lifetime US3474589A (en) | 1967-12-21 | 1967-12-21 | Toggle type concrete anchor construction |
Country Status (1)
Country | Link |
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US (1) | US3474589A (en) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3659390A (en) * | 1970-11-02 | 1972-05-02 | Balco Inc | Expansion joint cover assembly |
US3722379A (en) * | 1970-09-19 | 1973-03-27 | Mauer F Soehne | Method of constructing an expansion gap device and lost casing for such expansion gap |
US3974609A (en) * | 1975-07-16 | 1976-08-17 | Mm Systems Corporation | Expansion joint cover |
US4473973A (en) * | 1982-11-24 | 1984-10-02 | The Commercial Siding & Maintenance Company | Gutter system |
FR2683563A1 (en) * | 1991-11-08 | 1993-05-14 | Dani Alu | Cover strip system for structures, particularly constructions |
US6499265B2 (en) * | 2000-09-15 | 2002-12-31 | Construction Specialties, Inc. | Expansion joint cover |
US20060288532A1 (en) * | 2005-06-28 | 2006-12-28 | Samsung Electronics Co., Ltd. | Door hinge device and electronic appliances having the same |
US20070137129A1 (en) * | 2005-12-21 | 2007-06-21 | Herm. Friedr. Kuenne Gmbh & Co. | Profile-rail system |
WO2007104922A1 (en) | 2006-03-16 | 2007-09-20 | Metal Screed (Sc) Limited | Joint gap |
US20090064602A1 (en) * | 2007-09-11 | 2009-03-12 | Il-Won Tech Co., Ltd | Earthquake-resistant flat expansion joint using hinge |
WO2010034987A2 (en) * | 2008-09-23 | 2010-04-01 | Permaban Limited | Apparatus for defining the edges of adjacent concrete floor slabs |
WO2010043003A1 (en) | 2008-10-17 | 2010-04-22 | Db & Ba Finn Pty Ltd. | Concrete casting elements |
EP2395181A1 (en) * | 2010-06-14 | 2011-12-14 | Carl Prinz GmbH & Co. KG | Profile system for floors |
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Publication number | Priority date | Publication date | Assignee | Title |
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US3722379A (en) * | 1970-09-19 | 1973-03-27 | Mauer F Soehne | Method of constructing an expansion gap device and lost casing for such expansion gap |
US3659390A (en) * | 1970-11-02 | 1972-05-02 | Balco Inc | Expansion joint cover assembly |
US3974609A (en) * | 1975-07-16 | 1976-08-17 | Mm Systems Corporation | Expansion joint cover |
US4473973A (en) * | 1982-11-24 | 1984-10-02 | The Commercial Siding & Maintenance Company | Gutter system |
FR2683563A1 (en) * | 1991-11-08 | 1993-05-14 | Dani Alu | Cover strip system for structures, particularly constructions |
US6499265B2 (en) * | 2000-09-15 | 2002-12-31 | Construction Specialties, Inc. | Expansion joint cover |
US20060288532A1 (en) * | 2005-06-28 | 2006-12-28 | Samsung Electronics Co., Ltd. | Door hinge device and electronic appliances having the same |
US7827750B2 (en) * | 2005-12-21 | 2010-11-09 | Herm, Friedr. Kuenne Gmbh & Co. | Profile-rail system |
US20070137129A1 (en) * | 2005-12-21 | 2007-06-21 | Herm. Friedr. Kuenne Gmbh & Co. | Profile-rail system |
WO2007104922A1 (en) | 2006-03-16 | 2007-09-20 | Metal Screed (Sc) Limited | Joint gap |
US20090145069A1 (en) * | 2006-03-16 | 2009-06-11 | Patrick Ronald Eve | Joint Gap |
US20090064602A1 (en) * | 2007-09-11 | 2009-03-12 | Il-Won Tech Co., Ltd | Earthquake-resistant flat expansion joint using hinge |
GB2467877A (en) * | 2008-09-23 | 2010-08-18 | Permaban Ltd | Apparatus for defining the edges of adjacent concrete floor slabs |
WO2010034987A3 (en) * | 2008-09-23 | 2010-05-20 | Permaban Limited | Apparatus for defining the edges of adjacent concrete floor slabs |
WO2010034987A2 (en) * | 2008-09-23 | 2010-04-01 | Permaban Limited | Apparatus for defining the edges of adjacent concrete floor slabs |
GB2467877B (en) * | 2008-09-23 | 2011-09-21 | Permaban Ltd | Apparatus for defining the edges of adjacent concrete floor slabs |
US20110225919A1 (en) * | 2008-10-02 | 2011-09-22 | Donald Bruce Findlay | Concrete casting elements |
WO2010043003A1 (en) | 2008-10-17 | 2010-04-22 | Db & Ba Finn Pty Ltd. | Concrete casting elements |
EP2347052A1 (en) * | 2008-10-17 | 2011-07-27 | DB & BA Finn Pty Ltd. | Concrete casting elements |
EP2347052A4 (en) * | 2008-10-17 | 2012-05-02 | Db & Ba Finn Pty Ltd | Concrete casting elements |
US8627627B2 (en) * | 2008-10-17 | 2014-01-14 | Db & Ba Finn Pty Ltd. | Concrete casting elements |
AU2009304601B2 (en) * | 2008-10-17 | 2016-10-06 | Db & Ba Finn Pty Ltd. | Concrete casting elements |
EP2395181A1 (en) * | 2010-06-14 | 2011-12-14 | Carl Prinz GmbH & Co. KG | Profile system for floors |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: MARINE MIDLAND BUSINESS LOANS, INC., MISSOURI Free format text: SECURITY INTEREST;ASSIGNOR:BALCO, INC., A CORP. OF DE;REEL/FRAME:006194/0338 Effective date: 19910813 |