Concrete placing boom adapter

Information

  • Patent Grant
  • 6668497
  • Patent Number
    6,668,497
  • Date Filed
    Thursday, August 23, 2001
    23 years ago
  • Date Issued
    Tuesday, December 30, 2003
    20 years ago
Abstract
A support structure for supporting a concrete placing boom above a work site. The support structure includes a support mast having a generally smooth outer surface. The support mast receives an adapter that can be removed from one support mast and attached to another. The adapter includes a mast receiving portion having a pressure coupling for holding the adapter in contact with the outer surface of the mast. The adapter further includes a boom attachment portion that allows the pedestal of the concrete placing boom to be securely attached to the adapter. The adapter includes a central guide pin that is received within a guide opening formed in a top plate of the support mast. The interaction between the guide pin and the central opening on the mast aids in guiding the adapter onto the mast.
Description




BACKGROUND OF THE INVENTION




The present invention relates to a support structure for supporting a concrete placing boom at a work site. More specifically, the present invention relates to a support structure that includes an adapter that is removably attachable to a support mast and receives the concrete placing boom such that a single adapter can be used with multiple support masts.




Currently, concrete placing booms are used at large work sites, such as in the construction of a multi-floored building, for placing concrete in hard to access locations. Typically, the concrete placing boom is mounted to a support structure that extends above the working surface such that concrete can be supplied from above without requiring heavy hoses to be dragged over the deck, reinforcing and post tensioning cables.




In a large work site, multiple support masts or towers are constructed such that the concrete placing boom can be moved from one support tower to the next in order to provide the required coverage area for the structure being created. In currently available support structures for the concrete placing boom, an adapter is integrally formed with each of the towers or support masts. Each adapter is sized to receive a pedestal formed on the concrete placing boom. An overhead crane is used to move the concrete placing boom and pedestal above the adapter until the concrete placing boom can be lowered into contact with the adapter. Once in contact with the adapter integrally formed with the support mast, the pedestal can be secured to the adapter and support mast.




In several currently available support systems, each of the support masts or towers includes its own adapter secured to the tower. Since each adapter is a large and heavy structure, it is possible that several adapters located at each work site are not being used at any given time.




The support masts or towers in the currently available systems include numerous projections used to secure the mast within a concrete floor opening. However, the projections can contact the floor opening and damage the opening when the support mast is moved from one floor to another. Thus, additional care must be taken when moving the prior art support structure from one location to another, which increases the time needed to move the equipment.




Therefore, a need exists for a support structure for a concrete placing boom in which an adapter is removably attachable to each of the support masts or towers positioned at the work site. Further, a need exists for an adapter that can be removed from one of the support masts and attached to another support mast through a simple mounting arrangement. Additionally, a need exists for an adapter that is received upon the support mast and includes a self-aligning feature to ensure the proper connection of the adapter to the support mast. Further, a need exists for a support mast that does not include external projection to decrease the care required to move the support mast between floors of a building being constructed.




SUMMARY OF THE INVENTION




The present invention relates to a support structure for supporting a concrete placing boom above a work site such that the concrete placing boom can supply a flow of concrete to a particular work position. The support structure of the present invention includes a plurality of individual support masts positioned about the work site. Each of the support masts extends above and is supported by a support surface. For example, each support mast can be supported on and by a lower floor of a building being constructed.




Each support mast is a generally cylindrical structure having an outer wall defining a generally hollow interior. The outer wall of the support mast has an outer surface that is generally devoid of any external projections. The smooth outer surface of the support mast allows the mast to be efficiently manufactured and moved longitudinally with respect to an opening formed in the support surface.




The support mast is closed at its top end by a top plate. The top plate of each support mast includes a central guide opening that aids in locating the center of the support mast.




The support structure of the present invention further includes an adapter that is removably mountable to any one of the plurality of support masts positioned around the work site. The adapter includes a boom attachment portion configured to receive the mounting pedestal of the concrete placing boom and a mast receiving portion that is configured to receive the respective support mast. In this manner, the adapter can be removably attached to both the concrete placing boom and the support mast. Thus, only one adapter is required for the entire support structure of the invention.




The boom attachment portion of the adapter includes a top support plate mounted to the top end of the adapter. The top support plate provides the required support for a series of inner and outer lugs. The inner and outer lugs are spaced from each other to receive depending ears formed on the pedestal of the concrete placing boom. When the concrete placing boom is lowered onto the adapter, the ears of the pedestal are positioned between one of the inner lugs and one of the outer lugs and an attachment bolt secures the adapter to the pedestal.




The mast receiving portion of the adapter is defined at its top end by a mast support plate that is positioned within the interior of the adapter. The mast support plate is secured to the inner surface of the cylindrical wall forming the body portion of the adapter. When the adapter is lowered into contact with the mast, the top end of the mast contacts the mast support plate such that the adapter is supported on the mast by the mast support plate.




The mast support plate includes a guide pin that is sized to fit into the mast receiving receptacle. The guide pin includes a tapered lower surface that is sized to be received within the central guide opening formed on the top end of the mast. The interaction between the guide pin and the central guide opening formed in the top plate of the mast aids in guiding the proper alignment between the adapter and the mast.




Once the adapter is positioned on the respective mast, a pressure coupling contained on the mast receiving portion of the adapter is tightened to secure the adapter to the mast. In the preferred embodiment of the invention, the pressure coupling includes a plurality of adjustment screws that can be tightened into contact with the outer surface of the mast. Preferably, a strengthening plate is mounted within the mast and aligned with the contact points between the pressure coupling and the masts. In this manner, the strengthening plate provides further support for the outer wall of the mast.




The removable adapter of the present invention allows the adapter to be removed from one support mast and reinstalled on a second support mast. Thus, only a single adapter is required for a work site having multiple support masts. Since the adapter is a substantial structure, the inclusion of only one adapter in the support structure of the invention significantly reduces the cost of the overall system.




Various other features, objects and advantages of the invention will be made apparent from the following description taken together with the drawings.











BRIEF DESCRIPTION OF THE DRAWINGS




The drawings illustrate the best mode presently contemplated of carrying out the invention.




In the drawings:





FIG. 1

is a side view of the concrete placing boom and support structure for supporting boom on a support mast;





FIG. 2

is a side view illustrating the removal of the concrete placing boom and pedestal froze adapter that is connected to the support mast;





FIG. 3

is a section view illustrating the removal of the adapter from the support mast;





FIG. 4

is a section view taken along line


4





4


of

FIG. 2

illustrating the interconnection between e adapter and support mast of the support structure of the invention;





FIG. 5

is a top view taken along line


5





5


of

FIG. 4

illustrating the top support plate of the adapter;





FIG. 6

is a section view taken along line


6





6


of

FIG. 4

; and





FIG. 7

is a section view taken along line


7





7


illustrating the pressure coupling between the adapter and support mast.











DETAILED DESCRIPTION OF THE INVENTION




Referring first to

FIG. 1

, there is shown a concrete placing boom


10


that is used to deliver a supply of concrete to a remote location. The concrete placing boom


10


includes a boom arm


12


consisting of four separate sections


14


,


16


and


18


. The boom arm


12


is rotatable about a pedestal


20


and can be raised, lowered and extended to adjust the delivery point of concrete. In the preferred embodiment of the invention, the concrete placing boom is available from Putzmeister America of Sturtevant, Wis., as Model No. MXR 34/38. The concrete placing boom


10


has a horizontal reach of approximately 111 feet from the pedestal


20


.




In the embodiment of the invention illustrated in

FIG. 1

, the concrete placing boom


10


has a weight of approximately 6.5 tons, while the pedestal


20


weighs approximately 2.5 tons. Thus, the combined concrete placing boom


10


and pedestal


20


have a total weight close to 9 tons. Because of this weight, the concrete placing boom


10


and pedestal


20


must be securely supported at a desired location at a work site and can only be moved by heavy lifting equipment.




As illustrated in

FIG. 1

, the concrete placing boom


10


and pedestal


20


are mounted to a support mast


22


by an adapter


24


. As will be discussed in greater detail below, the adapter


24


includes a boom attachment portion


23


and a mast receiving portion


25


that allow the adapter to be removably attachable to both the support mast


22


and the pedestal


20


. Although not shown in the drawings, multiple support masts


22


can be positioned about a work site and the concrete placing boom


10


and adapter


24


can be transferred between the plurality of support masts


22


in order to provide the required coverage for the concrete structure being formed.




As can be seen in

FIGS. 1 and 3

, the support mast


22


is formed by a cylindrical outer wall


26


that defines a generally hollow open interior


28


. In the embodiment of the invention illustrated, the outer wall


26


defines a cylinder having an outer diameter of approximately 81 centimeters.




As illustrated in

FIG. 1

, the support mast


22


is supported on a floor slab


30


by a floor bracket


32


and a plurality of individual wedges


34


. In the preferred embodiment of the invention, the mast


22


includes a plurality of locking apertures


36


that are formed near the bottom end


38


of the support mast. The locking apertures


36


are each sized to receive a cross pin (not shown) that engages the floor bracket


32


. The combination of the floor bracket


32


and the cross pin passing through the locking aperture


36


supports the mast


22


along the floor slab


30


.




In the preferred embodiment of the invention illustrated, the floor slab


30


has an opening slightly larger than the outer diameter of the support mast


22


. However, since the support mast


22


has a smooth outer surface over its entire length, the support mast


22


can be easily raised and lowered through the concrete floor opening formed in the floor slab


30


. In previously available support structures for a concrete placing boom, the support mast included external projections that increased the difficulty in sliding the mast upward and downward through the concrete floor opening. Specifically, additional care was required to prevent damage to the concrete floor and the shaft itself. The support mast


22


illustrated in

FIG. 1

is devoid of such projections, which allows the support mast to easily pass through such floor openings.




In the preferred embodiment of the invention, the support mast


22


has a length of approximately 12 meters. The length of the support mast


22


allows the concrete placing boom


10


to be located a sufficient height above the floor slab


30


, since concrete is often being placed at a level slightly above the floor slab


30


. Although not illustrated in the Figures, it is contemplated that the floor mast sections can be joined together such that the concrete placing boom


10


can be located higher above the floor slab


30


. In the preferred embodiment of the invention, the support mast


22


is formed from steel and has a weight of approximately 3,300 kilograms.




Referring now to

FIG. 3

, the top end


40


of the support mast


22


includes a top plate


42


. The top plate


42


is securely connected to the cylindrical outer wall


26


and closes the top end


40


of the support mast


22


. As illustrated in

FIG. 3

, the top plate


42


includes central guide opening


44


formed in the top plate


42


. The central guide opening


44


is centered along the longitudinal axis of the support mast


22


and has a diameter of approximately 15 cm. As will be described in greater detail below, the central guide opening


44


receives a guide pin


46


formed on the adapter


24


.




Referring now to

FIG. 2

, the pedestal


20


that is attached to the concrete placing boom


10


includes a plurality of depending ears


48


that are used to secure the pedestal


28


to the adapter


24


. Each of the ears


48


includes an opening


50


sized to receive an attachment pin


52


. As can be seen in

FIG. 2

, each of the ears


48


is attached to the pedestal base


54


by a support flange


56


. Each of the support flanges


56


are welded to the base


54


.




As the concrete placing boom, including the pedestal


20


, are lowered into contact with the boom attachment portion


23


of the adapter


24


, each of the ears


48


is received between an inner lug


58


and an outer lug


60


, as illustrated in FIG.


4


. As illustrated in

FIGS. 4 and 5

, the inner lug


58


and the outer lug


60


are spaced by a distance sufficient to receive the ear


48


formed on the pedestal


20


. Each of the inner lugs


58


and the outer lugs


60


include an opening


62


and


64


that are each sized to receive one of the pins


52


. As shown in

FIG. 4

, the pins


52


are able to secure the pedestal


20


to the adapter


24


. Each of the pins


52


receives a cotter pin


66


to ensure that the pin


52


does not inadvertently become disassociated with the adapter and pedestal.




Referring now to

FIGS. 3 and 5

, the adapter


24


is defined by a cylindrical outer wall


68


that extends between a top end


70


and a bottom end


72


. In the preferred embodiment of the invention, the adapter


24


has an overall height from the top end


70


to the bottom end


72


of approximately 184 cm and is formed from steel. The outer wall


68


includes a series of openings


74


that provide access for the concrete delivery lines for the placing boom


10


. Specifically, the delivery lines extend through the open interior of the pedestal and exit through the openings


74


and are connected to the placing boom


10


.




As illustrated in

FIGS. 3 and 5

, the boom attachment portion of the adapter


24


includes a top support plate


76


that is welded to the top end


70


of the outer wall


68


. The top support plate


76


is diamond shaped with each of its corners defined by one of the outer lugs


60


. The top support plate


76


is generally horizontal and supported by a series of support flanges


78


that are each attached at their upper ends to the top support plate


76


and are attached at their inner end to the outer wall


68


of the adapter


24


. The support flanges


78


aid in supporting the weight of the pedestal


20


and the concrete placing boom


10


, as best illustrated in FIG.


1


.




Referring back to

FIG. 3

, the adapter


24


includes a mast support plate


80


mounted within the open interior of the adapter


24


defined by the outer wall


68


. The mast support plate


80


defines the top end of a mast receiving receptacle


82


. The mast receiving receptacle


82


is defined by the outer wall


68


and the mast support plate


80


.




As can be seen in

FIG. 3

, the mast support plate


80


includes a central opening


84


sized to receive the guide pin


46


. The guide pin


46


includes a radial outer flange


86


that contacts the top surface of the mast support plate


80


to prevent the guide pin


46


from passing completely through the central opening


84


. The outer flange


86


is welded to the mast support plate


80


to hold the guide pin


46


in place. The guide pin


46


generally includes a cylindrical body portion


88


and a tapered tip portion


90


. The tapered tip portion


90


decreases in diameter from a widest point of 15.2 cm to a narrowest portion of 5 cm.




During the initial installation of the adapter


24


onto the support mast


22


, the top end


40


of the support mast is initially received within the mast receiving receptacle


82


of the adapter


24


. As the adapter


24


continues to move downward, the guide pin


46


comes into contact with the top plate


42


formed on the mast


22


. Specifically, the tapered tip portion


90


of the guide pin


46


enters into the central guide opening


44


formed in the top plate


42


. Since the guide pin


46


is tapered, the guide pin


46


aids in creating the proper alignment between the adapter


24


and the support mast


22


.




The adapter


24


continues to be lowered until the top plate


42


of the support mast


22


contacts the mast support plate


80


of the adapter


24


. Once these two elements are in contact with each other, the weight of the adapter


24


is completely supported by the mast


22


.




After the adapter


24


is in position, a cross pin


92


is inserted through a cross pin opening


94


in the outer wall


68


of the adapter


24


. The cross pin


92


further passes through an aligned cross pin opening


96


formed in the outer wall


26


of the mast


22


. As shown in

FIG. 6

, the cross pin


92


passes through a second cross pin opening


98


formed in the mast outer wall


26


and a second cross pin opening


100


formed in the adapter outer wall


68


. As illustrated, the first and second cross pin openings formed in the adapter


24


and the support mast


22


are positioned 180° from each other to permit the cross pin


92


to pass through the two elements. Each end of the cross pin


92


receives a cotter pin


102


to secure the cross pin


92


between the adapter


24


and the mast


22


.




Once the adapter


24


has been positioned on the support mast


26


, a pressure coupling


104


contained on the mast receiving portion


25


of the adapter


24


is used to secure the adapter


24


to the mast


26


, as shown in FIG.


4


. In the preferred embodiment of the invention, the pressure coupling


104


includes a plurality of pressure screws


106


that are each received within a threaded nut


108


in contact with the outer surface of the outer wall


68


of the adapter


24


. Each of the screws


106


includes an external thread that interacts with an internal thread formed in the nut


106


. Thus, as the screw


106


is rotated, the inner end


110


of the screw


106


moves into contact with the outer surface of the outer wall


26


of the support mast


22


. As can be understood in

FIG. 7

, the outer diameter of the support mast


22


is less than the inner diameter of the outer wall


68


of the adapter


24


. Thus, tightening each of the eight screws


106


spaced equally around the outer circumference of the adapter


24


locks the adapter


24


into contact with the support mast


22


.




As can be seen in

FIGS. 4 and 7

, each of the nuts


108


is entrapped between a top plate


110


and a bottom plate


112


that define a channel


114


around the outer circumference of the adapter


24


. As can be understood in

FIG. 7

, the channel


114


, and thus each of the nuts


108


, are aligned with a series of openings


116


formed in the adapter


24


to allow the screws


106


to press into contact with the mast


22


.




In the embodiment of the invention illustrated in

FIG. 4

, a strengthening plate


118


is connected across the open interior of the support mast


22


. The strengthening plate


118


is aligned with the points of contact between each of the screws


106


and the outer wall


26


of the mast to provide additional support for the tubular outer wall


26


. The strengthening plate


118


includes a central opening


120


to reduce the overall weight of the plate.




Although not illustrated in the Figures, a work platform can be supported beneath the adapter


24


to allow persons to stand underneath the concrete placing boom


10


. Specifically, a work platform is supported by support rods


122


that pass through each of the support flanges


78


. Since the work platform is associated with the adapter


24


, only a single work platform is needed at a work site. For example, when the adapter


24


is moved from one mast to another, the work platform can be moved along with the adapter.




Various alternatives and embodiments are contemplated as being within the scope of the following claims particularly pointing out and distinctly claiming the subject matter regarded as the invention.



Claims
  • 1. A support structure for supporting a concrete placing boom above a work site, the concrete placing boom including an extendable boom arm for placing concrete at a location remote from the support structure, the concrete placing boom including a mounting pedestal used to support the boom arm, the support structure comprising:a support mast supported on and extending upwardly from a support surface, the support mast having an outer wall defining a generally hollow interior; an adapter removably attachable to the support mast, the adapter having a boom attachment portion for receiving the mounting pedestal of the concrete placing boom and a mast receiving portion for receiving the support mast, wherein the mast receiving portion includes a mast receiving receptacle defined by a cylindrical outer wall, the mast receiving receptacle being sized to receive a top end of the mast, wherein the adapter includes a mast supporting plate positioned to define a top end of the mast receiving receptacle, the mast supporting plate contacting the top end of the mast to support the adapter on the mast; and a central guide pin extending from the mast support plate, wherein the central guide pin is received in a central guide opening formed in the top end of the mast and wherein the guide pin includes a tapered lower surface that is receivable in the central guide opening formed in the top end of the mast.
  • 2. The support structure of claim 1 wherein the support mast includes a smooth cylindrical outer surface generally devoid of external projections.
  • 3. The support structure of claim 1 wherein the adapter includes a pressure coupling for holding the adapter in contact with the outer surface of the mast.
  • 4. The support structure of claim 1 further comprising a pressure coupling formed on the mast receiving portion for holding the adapter in contact with the outer surface of the mast.
  • 5. The support structure of claim 4 wherein the pressure coupling includes a plurality of adjustable screws each passing through the outer wall of the mast receiving receptacle and movable into contact with the outer surface of the support mast.
  • 6. The support structure of claim 1 wherein the adapter includes a top support plate attached to the outer wall of the adapter, the top support plate including a plurality of attachment ears that receive corresponding lugs formed on the mounting pedestal.
  • 7. A support structure for supporting a concrete placing boom above a work site, the concrete placing boom including an extendable boom arm for placing concrete at a location remote from the support structure, the concrete placing boom including a mounting pedestal used to support the boom arm, the support structure comprising:a plurality of support masts each supported on and extending upwardly from a support surface, the plurality of support masts being spaced about the work site, each support mast having a cylindrical outer wall defining a generally hollow interior, the cylindrical outer wall being generally devoid of external projections; a single adapter removably attachable to each of the support masts, the adapter having a boom attachment portion for receiving the mounting pedestal of the concrete placing boom and a mast receiving portion for receiving one of the support masts, wherein the adapter can be moved between the plurality of support masts, wherein the mast receiving portion includes a mast receiving receptacle defined by a cylindrical outer wall, the mast receiving receptacle being sized to receive a top end of each of the support masts, wherein the adapter includes a mast supporting plate positioned to define a top end of the mast receiving receptacle, the mast supporting plate contacting the top end of the mast to which the adapter is mounted to support the adapter on the mast; and a central guide pin extending from the mast support plate, wherein the central guide pin is received in a central guide opening formed in the top end of each of the masts, and wherein the guide pin includes a tapered lower surface that is receivable in the central guide opening formed in the top end of each of the masts.
  • 8. The support structure of claim 7 further comprising a pressure coupling formed on the mast receiving portion for holding the adapter in contact with the outer surface of the mast to which the adapter is mounted.
  • 9. The support structure of claim 8 wherein the pressure coupling includes a plurality of adjustable screws each passing through the outer wall of the mast receiving receptacle, wherein the adjustable screws are each movable into contact with the outer surface of the support mast.
  • 10. A support structure for supporting a concrete placing boom above a work site, the concrete placing boom including an extendable boom arm for placing concrete at a location remote from the support structure, the concrete placing boom including a mounting pedestal used to support the boom arm, the support structure comprising:a plurality of support masts each supported on and extending upwardly from a support surface, the plurality of support masts being spaced about the work site, each support mast having a cylindrical outer wall defining a generally hollow interior, the cylindrical outer wall being generally devoid of external projections; a single adapter removably attachable to each of the support masts, the adapter having a boom attachment portion for receiving one of the support masts, wherein the adapter can be moved between the plurality of support masts, wherein the mast receiving portion includes a mast receiving receptacle defined by a cylindrical outer wall, the mast receiving receptacle being sized to receive a top end of each of the support masts; a pressure coupling formed on the mast receiving portion for holding the adapter in contact with the outer surface of the mast to which the adapter is mounted, wherein the pressure coupling includes a plurality of adjustable screws each passing through the outer wall of the mast receiving receptacle, wherein the adjustable screws are each movable into contact with the outer surface of the support mast; and a strengthening plate formed on the interior of each support mast, the strengthening plate being aligned with the pressure coupling of the adapter when the adapter is attached to the mast.
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Entry
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