Shoring system apparatus and method for shoring

Information

  • Patent Grant
  • 6752570
  • Patent Number
    6,752,570
  • Date Filed
    Thursday, August 22, 2002
    22 years ago
  • Date Issued
    Tuesday, June 22, 2004
    20 years ago
  • Inventors
  • Examiners
    • Lagman; Frederick L.
    Agents
    • Fay, Sharpe, Fagan, Minnich & McKee, LLP
Abstract
A shoring system to support a vertical surface is provided. The shoring system includes a main frame including a first end and a second end and a first member connected to the main frame near the first end. A first length adjuster is disposed in the first member and a second member is connected to the main frame near the second end. A second length adjuster is disposed in the second member and the first length adjuster and the second length adjuster connect to a base plate. A method for shoring a vertical surface is also provided.
Description




FIELD OF THE INVENTION




The present invention relates to the art of shoring systems that are used to stabilize structures. More particularly, the present invention relates to a shoring system for use in stabilizing a vertical portion of a structure.




BACKGROUND OF THE INVENTION




When a catastrophic event, accident or force of nature, such as an earthquake, tornado, hurricane, flood, fire, or snow load occurs, building structures are often weakened. Such weakened structures may suddenly shift or collapse, endangering rescue workers, inspectors or other people in the vicinity. In addition, a shift or collapse may affect other structures that are nearby, either by hitting and directly damaging them or by weakening a common or adjacent foundation.




As a result, it is often necessary to support a weakened structure, commonly termed “shoring,” quickly yet securely. The shoring of a vertical surface is often referred to as “raker” shoring. Shoring is a task that is often performed by rescue personnel, who may be engaged in multiple tasks simultaneously, such as extinguishing a fire, attending to victims and shoring a structure. Thus, a raker shoring system must be capable of being assembled quickly and easily.




It is also necessary for a shoring system to be transported easily, so that the rescue workers can bring the system in an emergency vehicle as close to the accident scene as possible and then hand-carry it to the exact location where it will be assembled. Although a shoring system that is light is easily transported, the system must still be strong to support the heavy load of a building structure for a fairly long period of time (often up to a few weeks or longer).




The surface to be supported is typically held in a substantially vertical position by members that rely upon a proximate horizontal surface, such as the ground, as an anchor point. However, differences in the slope of nearby ground from site to site dictate a system that is adjustable to compensate for the slope differences and still support the structure in a substantially vertical position. The adjustment must be easy and quick to perform to allow the system to properly support the structure before collapse occurs. Because the shoring system will be used to support vertical portions of a variety of structures, from relatively low vertical surfaces to high vertical surfaces, it is also desirable for the system to be adjustable in height.




A shoring system must also be dependable, as it may be used repeatedly throughout its lifetime. As a result, it is often desirable to have the shoring system include components that rely on mechanical force, rather than on pneumatic or hydraulic components.




Raker shoring systems of the prior art often include wood, such as two-by-four (2×4) or four-by-four (4×4) beams and pieces of plywood, that are wedged at an angle between the nearby ground and the vertical surface to be supported. These systems lack adjustability and are not durable, often being discarded after one shoring use.




It is therefore desirable to develop a shoring system that is strong, durable, adjustable and reusable, yet easy to set up and to transport.




BRIEF SUMMARY OF THE INVENTION




In an exemplary embodiment of the present invention, a shoring system to support a vertical surface is provided. The shoring system includes a main frame including a first end and a second end and a first member connected to the main frame near the first end. A first length adjuster is disposed in the first member and a second member is connected to the main frame near the second end. A second length adjuster is disposed in the second member and the first length adjuster and the second length adjuster connect to a base plate.




In another exemplary embodiment of the present invention, a shoring system to support a vertical surface is provided. The shoring system includes a first main frame including a first end and a second end and a first member connected to the main frame near the first end. A first length adjuster is disposed in the first member and a second member is connected to the main frame near the second end. A second length adjuster is disposed in the second support member and the first length adjuster and the second length adjuster are connected to a first base plate. A second main frame includes a first end and a second end and the first end is connected to the second end of the first main frame. A third member is connected to the second main frame near the second end and at least one extension is connected to the third member. A third length adjuster is disposed in one of the at least one extensions connected to the third member. A fourth member is connected to the first base plate and a fourth length adjuster is disposed in the fourth member. The third length adjuster and the fourth length adjuster are connected to a second base plate.




In yet another exemplary embodiment of the present invention, a shoring system to support a vertical surface is provided. The shoring system includes a first raker support, including a main frame including a first end and a second end, a first member connected to the main frame near the first end, a first length adjuster disposed in the first member, a second member connected to the main frame near the second end, a second length adjuster disposed in the second member, and the first length adjuster and the second length adjuster are connected to the base plate. A second raker support includes a main frame including a first end and a second end, a first member connected to the main frame near the first end, a first length adjuster disposed in the first member, a second member connected to the main frame near the second end, a second length adjuster disposed in the second member, and the first length adjuster and the second length adjuster are connected to a base plate. Cross braces extend between the first raker support and the second raker support and securing means connect the cross braces to each of the first raker support and the second raker support.




In still another exemplary embodiment of the present invention, a method for shoring a vertical surface is provided. The method includes the steps of placing a first main frame including a first end and a second end against a vertical surface, connecting a first member to the first end of the first main frame, connecting a second member to the second end of the first main frame, inserting a first adjuster leg into the first member, securing the first adjuster leg in the first member, inserting a second adjuster leg into the second member, securing the second adjuster leg in the second member, providing a base plate, connecting the first adjuster leg to the base plate, and connecting the second adjuster leg to the base plate.




There are other objects and features of the invention, which will be apparent from the following description and claims.











BRIEF DESCRIPTION OF THE FIGURES




The following is a brief description of the drawings, which are presented for the purpose of illustrating the invention and not for the purpose of limiting the same, and wherein:





FIG. 1

is a perspective view of an assembled embodiment of the invention;





FIG. 2

is a perspective view of a component of the embodiment of

FIG. 1

;





FIG. 3

is a perspective view of another component of the embodiment of

FIG. 1

;





FIG. 4

is a side view of yet another component of the embodiment of

FIG. 1

;





FIG. 5

is a side view, partially in section, of a portion of the component shown in

FIG. 4

;





FIG. 6

is a side view of still another component of the embodiment of

FIG. 1

;





FIG. 7

is a perspective view of yet another component of the embodiment of

FIG. 1

;





FIG. 8

is a perspective view of another assembled embodiment of the invention;





FIG. 9

is a perspective view of another assembled embodiment of the invention in use;





FIG. 10

is a front view of a portion of a component of the embodiment of the invention shown in

FIG. 9

;





FIG. 11

is a front view of another component of the embodiment of the invention shown in

FIG. 10

;





FIG. 12

is a side view of the component of

FIG. 11

along line F


12


—F


12


;





FIG. 13

is a perspective view of the components of

FIGS. 10 and 11

in use;





FIG. 14

is a perspective view of a component of still another embodiment of the invention;





FIG. 15

is a front view of several components of the present invention folded for storage and/or transport; and





FIG. 16

is a side view of the several components of FIG.


15


.











DETAILED DESCRIPTION OF THE INVENTION




Referring now to the drawings, wherein the showings are for purposes of illustrating preferred embodiments of the invention and not for the purpose of particularly limiting the same,

FIG. 1

illustrates a raker shoring system


10


to support a vertical structure. A main frame


12


is connected to a support leg


14


. The support leg


14


receives an adjuster leg


16


that in turn connects to a base plate


17


. The main frame also connects to an extension


18


that receives an adjuster leg


16


, which also connects to the base plate


17


. The connections may be removable and may be facilitated by pins


19


or other similar means, such as bolts. It is to be noted that the support leg


14


and the extension


18


may be interchangeable.




In this manner, the components of the shoring system


10


form a triangular support structure, where the main frame


12


is placed against the vertical surface to be supported and the base plate


17


is secured to a generally horizontal surface. The use of pins


19


for the connections allows the support leg


14


and the extension


18


to pivot so that the base plate


17


may be secured to horizontal surfaces of differing levels.




Turning now to

FIG. 2

, the main frame


12


includes a planar surface


20


that is typically placed against the vertical surface to be supported. Extending from the planar surface


20


are parallel first


22


and second


24


sides and a first end


26


and second end


28


. At the first end


26


, flanges


30


may be present which allow multiple main frames


12


to be fastened together. The planar surface


20


, first side


22


, second side


24


, first end


26


and second end


28


cooperate to define a channel


32


where the support leg


14


and extension


18


may be received. The first


22


and second


24


sides define orifices


34


that may receive pins, bolts or other fasteners


19


(

FIG. 1

) to secure the support leg


14


and/or the extension


18


to the main frame


12


.




With reference to

FIG. 3

, the support leg


14


may include a cylindrical configuration having a first end


36


and a second end


38


. Shoulders


40


may be included near the first end


36


to allow the support leg


14


to fit relatively close between the sides


22


and


24


of the main frame


12


(FIG.


2


), thereby reducing any tendency of the support leg


14


to shift along the length of a pin when fastened to the main frame


12


. The support leg


14


may define multiple sets of orifices


42


and


44


to allow pins or fasteners


19


(

FIG. 1

) to be inserted in order to secure the support tube


14


to the main frame


12


, or to secure other items to the support tube


12


, as will be shown below. The support tube


14


also defines an inner diameter


46


to receive the adjuster leg


16


(FIG.


1


).




As illustrated in

FIGS. 4 and 5

, the adjuster leg


16


includes a body


48


having an outer diameter that is slightly less than the inner diameter


46


of the support leg


14


(FIG.


3


), thereby allowing the adjuster leg


16


to slide inside of the support leg


14


. The adjuster leg


16


includes a first end


50


and a second end


52


. The first end


50


is typically inserted into the support leg


14


, while a tapped end cap


56


at the second end


52


prevents the adjuster leg


16


from sliding completely within the support leg


14


.




The body


48


of the adjuster leg


16


defines multiple sets of orifices


56


that at least partially correspond to some of the orifices


44


that are defined in the support leg


14


to provide length adjustment. In this manner, a desired set of orifices


54


in the adjuster leg


16


may be aligned with a set of orifices


44


in the support leg


14


and a pin or other fastener


19


(

FIG. 1

) may be inserted through the aligned sets of orifices


44


and


54


to secure the adjuster leg


16


to the support leg


14


in a position that creates a desired overall length.




For fine adjustment of the length of the adjuster leg


16


, a screw


58


engages the tapped end cap


56


. The screw


58


terminates in a socket


60


that receives a pin or other fastener


19


(FIG.


1


), thereby allowing the adjuster leg


16


to be removably secured to the base plate


17


. Handles


62


are pivotally connected to the tapped end cap


56


and allow the tapped end cap


56


to be rotated, causing the screw


58


to move in or out of the adjuster body


48


. Thus, once the adjuster leg


16


is connected to the support leg


14


at one end and near the base plate


17


at the other, the handles


62


may be turned to provide fine adjustment.




Turning to

FIG. 6

, the extension


18


is generally of an outer dimension approximate to that of the support leg


14


, but also includes a shoulder


66


that is of a dimension that allows the shoulder


66


to slide inside of the support leg


14


or another extension, as will be described below. A first set of orifices


68


may be defined in the shoulder


66


to allow a pin or other fastener


19


(

FIG. 1

) to secure the extension


18


to the main frame


12


(as shown in FIG.


1


).




A second set of orifices


70


may be defined in the shoulder


66


and align with a set of orifices


44


in the support leg


14


, allowing a pin or other fastener


19


to secure the extension


18


to the support leg


14


, also to be described below. A third set of orifices


72


may be defined in the extension


18


that align with a desired set of orifices


54


in the adjuster leg


16


, allowing an adjustable connection between the extension


18


and the adjuster


16


that is substantially similar to that described above for the support leg


14


and the adjuster leg


16


. The locations of the orifices


68


,


70


and


72


may shift or change according to specific design requirements. For example, only one set of the first two sets of orifices


68


and


70


may be present for some applications, thereby shifting along the shoulder


66


as design considerations dictate.




With reference to

FIG. 7

, the base plate


17


facilitates the interconnection of the support members and allows them to be anchored to the ground. The base plate


17


includes a bottom plate


74


that contacts the ground, while parallel flanges


76


and


78


extend in a direction normal to the bottom plate


74


. The flanges


76


and


78


are spaced apart and define orifices


80


that align with the socket


60


of each adjuster legs


16


, allowing the adjuster legs


16


to be pinned to the base plate


17


. The bottom plate also defines orifices


82


that allow it to be anchored to the ground or other stable horizontal surface.




As

FIG. 8

illustrates, when a high vertical surface must be supported, an extended shoring system


84


may be used. The main frame


12


includes flanges


30


to allow a second main frame


86


to be bolted or fastened to the original main frame


12


. A second support leg


88


is pivotally connected to the second main frame


86


and at least one second extension


90


is inserted into the second support leg


88


. The shoulder (not shown) of the second extension


90


is inserted in the inner diameter of the second support leg


88


and the second extension


90


is pinned in place.




As illustrated, two second extensions


90


may be used in series to provide an adequate length to support the second main frame


86


. A second adjuster leg


92


is inserted into the last extension


90


, and pinned into place, as described above. An additional horizontal extension


94


is pinned in between the flanges


76


and


78


of the base plate


17


, which may include about three sets of orifices


80


. The additional horizontal extension


94


receives an additional horizontal adjuster leg


96


, which is pinned in place. The sockets of the second adjuster leg


92


and the additional horizontal extension leg


96


are pinned or otherwise secured to a second base plate


98


, which may be anchored to the ground or horizontal support surface.




In this manner, an extended shoring system


84


may allow substantially high vertical surfaces to be supported. Through the use of additional components, an overall extension of height may be accomplished to adapt the system to the height needed to support a weakened structure.




The above-described shoring system


10


thus provides a strong, adjustable structure of modular components for easy storage and transport. Furthermore, the system


10


is easily assembled and adjusted. Accordingly, a method of supporting a vertical surface or structure with the shoring system


10


is disclosed by the above figures.




A first main frame


12


is placed substantially against the vertical surface to be supported. The first end


36


of the support leg


12


is placed into the channel


32


of the main frame


12


and the shoulders


40


of the support leg


12


are aligned with orifices


34


near the first end


26


of the main frame


12


and secured with a pin or other fastener


19


. The shoulder


66


of the extension


18


is placed into the channel


32


of the first main frame


12


and the orifices


68


in the shoulder


66


are aligned with orifices


34


near the second end


28


of the first main frame


12


and secured with a pin or other fastener


19


.




The first end


50


of a first adjuster leg


16


is placed in the second end


38


of the support leg


14


and a set of orifices


54


in the first adjuster leg


16


is aligned with the orifices


44


in the support leg


14


to create a desired overall length, whereupon a pin


19


is inserted through the orifices


44


and


54


to secure the first adjuster leg


16


to the support leg


14


. The first end


50


of a second adjuster leg


16


is placed in the extension


18


and a set of orifices


54


in the second adjuster leg


16


is aligned with the orifices


72


in the extension


18


to create a desired overall length, whereupon a pin


19


is inserted through the orifices


72


and


54


to secure the second adjuster leg


16


to the extension


18


.




The base plate


17


is placed so that the sockets


60


of both adjuster legs


16


are in between the flanges


76


and


78


of the base plate


17


. The sockets


60


are aligned with orifices


80


that are defined in the flanges


76


and


78


and pins


19


are inserted through the sockets


60


and the orifices


80


to secure the adjuster legs


16


to the base plate


17


.




It is to be noted that the main frame


12


may be raised or lowered to a suitable area on the surface to be supported and then secured to the surface, and the base plate


17


may also be raised or lowered to a suitable surface to which it may be secured. This flexibility in adjustment is facilitated by the pin connections. Further adjustment is provided by turning the handles


62


on the adjuster legs


16


or realigning and re-pinning the orifices


54


in the adjuster legs


16


, or both.




The method also includes the use of the extended shoring system


84


, which involves placement of the additional main frame


88


, extensions


90


and


94


, adjuster legs


92


and


96


and base plate


98


as described above.




The steps of the method of using the shoring system


10


and


84


may be performed in alternate ways. For example, the adjuster leg


16


may be inserted into the support leg


14


and then the support leg


14


may be pinned to the main frame


12


. In addition, some components are interchangeable for some functions. For example, the support leg


14


may be used in the place of the extension


18


, or the extension


18


may be used in the place of the support leg


14


.




The components of the system


10


and


84


may also be color-coded for easy recognition. For example, the main frame


12


may be red, the support leg


14


gray and the extension


18


blue.




Turning now to

FIG. 9

, it may be desirable to use multiple shoring systems


84


to support a vertical surface across an extended length. These systems


84


may be placed independently, i.e., without interconnection to one another, or they may be connected to one another to provide increased stability. When the systems


84


are interconnected, cross braces


100


may be used. The cross braces


100


are connected at one end to one shoring system


84


and at the opposite end to a separate shoring system


84


.




With reference to

FIG. 10

, a cross brace


100


may include a bracket


102


that defines a channel


104


that may receive a support leg


14


, an adjuster leg


16


or an extension


18


. The bracket


102


also defines orifices


106


that allow a pin or other fastener to secure the cross brace


100


to the support leg


14


, adjuster leg


16


or extension


18


to which it connects.




With reference to

FIGS. 11-13

, a clamp


108


may also be included to secure the cross brace


100


to the support leg,


14


, adjuster leg


16


or extension


18


. The clamp


108


may provide more flexibility as to the location and orientation of the connection of the cross brace


100


. The clamp


108


includes a body


110


that is pivotally connected to a securing member


112


at a hinge point


114


. The securing member


112


is pivoted away from the body


110


to allow the clamp


108


to engage the desired support leg


14


, adjuster leg


16


or extension


18


. When the desired leg or extension


14


,


16


or


18


is engaged, the securing member


112


is closed about the leg or extension


14


,


16


or


18


, thereby causing the clamp


108


to substantially surround a section of the leg or extension


14


,


16


or


18


. Fastening means, such as a threaded pin


116


and nut (not shown) may secure the clamp


108


in a closed position.




A first pivotable connector


118


and a second pivotable connector


120


are connected to the body


110


and define respective orifices


122


and


124


to receive pins. The pivotable connectors


118


and


120


engage the channel


104


defined by the bracket


102


of the cross brace


100


. The orifices


122


and


124


defined in the pivotable connectors


118


and


120


align with orifices


106


defined in the bracket


102


, allowing a pin to secure the pivotable connectors


118


and


120


to a respective cross brace


100


.




Two different cross braces may be used, with each one having a bracket


102


as described. One cross brace may be of a different diameter than the other, to allow the smaller brace to slide inside the other and be adjustably pinned. In this manner, an adjustable assembly including two cross braces may have a bracket


102


at either end.




As

FIG. 14

shows, a pressure gauge


126


may be included in the shoring system


10


. The pressure gauge


126


includes a collar


128


that receives the screw


58


of the adjuster leg


16


. The screw


58


extends into the body


130


of the pressure gauge


126


and into a sealed cavity (not shown) defined therein. At least part of the pressure exerted by the supported surface is transferred via the main frame (not shown), down the support leg


14


, down the adjuster leg


16


and down the screw


58


into the sealed cavity


130


. The pressure is shown by the indicator


132


, which is in contact with the sealed cavity. Thus, the pressure gauge


126


allows the pressure exerted by the supported surface to be monitored for changes as well as magnitude.




Turning to

FIGS. 15 and 16

, the ability of the components of the system to be folded into compact units for transport and storage when the main frame


12


is used is shown. The adjuster leg


16


slides into the support leg


14


, which may be pivotally connected to the main frame


12


. The support leg


14


and adjuster leg


16


may be folded or placed in the channel


32


defined by the main frame


12


, wherein the assembly is contained within the walls of the main frame


12


. The base plate


17


may then flip up and hook onto the main frame


12


to be secured to the main frame


12


and hold the adjuster leg


16


and the support leg


14


in place.




The invention has been described with reference to preferred embodiments. Obviously, modifications and alterations will occur to others upon reading and understanding the preceding detailed description. It is intended that the invention be construed as including all such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.



Claims
  • 1. A shoring system to support a vertical surface, comprising:a main frame including a first end and a second end; a first member connected to the main frame near the first end; a first length adjuster disposed in the first member; a second member connected to the main frame near the second end; a second length adjuster disposed in the second member; a base plate, wherein the first length adjuster and the second length adjuster connect to the base plate; and a pressure gauge connected to at least one of the first and second length adjusters; and wherein, at least one of the first and second members comprises a support leg; at least one of the first and second members comprises an extension; at least one of the connections is removable at least one connection includes a pin; and at least one of the first and second length adjusters includes an adjustable screw.
  • 2. The shoring system of claim 1, wherein one of the first and second members is capable of being selectively rotated into the main frame for storage.
  • 3. The shoring system of claim 2, wherein the base plate secures the member in the main frame.
  • 4. A shoring system to support a vertical surface, comprising:a first main frame including a first end and a second end; a first member connected to the main frame near the first end; a first length adjuster disposed in the first member; a second member connected to the main frame near the second end; a second length adjuster disposed in the second support member; a first base plate, wherein the first length adjuster and the second length adjuster connect to the base plate; a second main frame including a first end and a second end, wherein the first end is connected to the second end of the first main frame; a third member connected to the second main frame near the second end; at least one extension connected to the third member; a third length adjuster disposed in one of the at least one extensions connected to the third member; a fourth member is connected to the first base plate; a fourth length adjuster disposed in the fourth member; and a second base plate, wherein the third length adjuster and the fourth length adjuster connect to the second base plate.
  • 5. The shoring system of claim 4, wherein at least one of the first, second, third and fourth members comprises a support leg.
  • 6. The shoring system of claim 4, wherein at least one of the first, second, third and fourth members comprises an extension.
  • 7. The shoring system of claim 4, wherein the at least one connection includes a pin.
  • 8. A method for shoring a vertical surface, wherein at least one of the first and second members is one of a support leg and an extension, comprising the steps of:placing a first main frame including a first end and a second end against a vertical surface; connecting a first member to the first end of the first main frame; connecting a second member to the second end of the first main frame; inserting a first adjuster leg into the first member; securing the first adjuster leg in the first member; inserting a second adjuster leg into the second member; securing the second adjuster leg in the second member; providing a base plate; connecting the first adjuster leg to the base plate; connecting the second adjuster leg to the base plate; adjusting the length of the first adjuster leg; and adjusting the length of the second adjuster leg.
  • 9. The method for shoring a vertical surface of claim 8, wherein at least one of the connections includes a pin.
CROSS REFERENCE TO RELATED APPLICATION

This application claims the benefit of U.S. Provisional application Serial No. 60/373,307, filed on Apr. 8, 2002.

US Referenced Citations (23)
Number Name Date Kind
2511584 Hill Jun 1950 A
2832559 Hillberg Apr 1958 A
2945662 Jennings Jul 1960 A
3154833 Kimball Nov 1964 A
3171627 Tapley et al. Mar 1965 A
3504880 Toms Apr 1970 A
3574981 Henschen Apr 1971 A
3788026 Cook Jan 1974 A
3817006 Williams Jun 1974 A
4000592 Kelly Jan 1977 A
4068427 Camardo Jan 1978 A
4070833 Hancock Jan 1978 A
5186429 Linnepe et al. Feb 1993 A
5314157 Linnepe et al. May 1994 A
5377462 Beals et al. Jan 1995 A
5388663 Phillippe et al. Feb 1995 A
5481836 Miller et al. Jan 1996 A
5943830 Truitt Aug 1999 A
5956906 Berich et al. Sep 1999 A
6065254 Lanka May 2000 A
6212830 MacKarvich Apr 2001 B1
6247273 Nickel Jun 2001 B1
6539677 Lanka Apr 2003 B1
Foreign Referenced Citations (1)
Number Date Country
527 110 Feb 1993 EP
Non-Patent Literature Citations (1)
Entry
Urban Search and Rescue Structures Specialist Field Operations Guide, 2nd Edition, Aug. 1999, pp. IV-41 to IV-50, V-20 to V-22, V-26 to V-39 and V-42 to V-44, US Army Corps of Engineers, Readiness Support Center, San Francisco, CA 94105-2195.
Provisional Applications (1)
Number Date Country
60/373307 Apr 2002 US