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Publication numberUS3592448 A
Publication typeGrant
Publication dateJul 13, 1971
Filing dateAug 28, 1969
Priority dateAug 28, 1969
Publication numberUS 3592448 A, US 3592448A, US-A-3592448, US3592448 A, US3592448A
InventorsKarl F Stevenson
Original AssigneeKarl F Stevenson
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Ground actuated drum for making batch of concrete slurry
US 3592448 A
Abstract  available in
Images(4)
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Claims  available in
Description  (OCR text may contain errors)

I Unlted States Patent 11113592343 [72] inventor KarlEStevemn 2,547,787 4/1951 Siebringetal. 259/[76 2680Camin0PleceWest,Ketterlng,0hlo 3.144.242 8/1964 Retzlafi 259/l76X 4542" FOREIGN PATENTS am- 12 3 22,331 11/1913 GreatBritain 159/173 Pmmed Mum. 266,088 2/1927 GreatBritaln 259/173 [54] GROUND ACTUATED DRUM FOR MAKING l74,175,l76, 177 146, 148,149,341, 153, 53, l73,3, l5,3l,8l 85,89

[56] References Cited UNITED STATES PATENTS 939,275 1 H1909 Lathrop 259/l 76 1,349,285 8/1920 Lynch 259/l 75 2,397,851 4/1946 Gaertner 259/177 R Primary ExaminerWilliam lv Price Assistant Examiner-Philip R. Coe Attorneys Harry A. Herbert, Jr. and Herbert H. Brown ABSTRACT: A cylindrical rubber drum containing a fast fix" cement and water in proper proportion and having metal ends for receiving ball bearings. A stationary shaft passes through the drum and a towing hitch is applied to the shah. An inert gas is introduced into the drum either from a tank under pressure or by encapulation to take up the ullage space caused by the shrinkage of the concrete mix. Paddles are mounted on the shaft so that as the drum is towed at a fast clip toward a damaged runway, the mixture is churned into a slurry of proper consistency and can be used immediately in leveling and hardening the fill which previously been dumped into the crater.

PATENTH] JUL 1 3 I871 SHEET 1 OF 4 AA a a y p a IN I 'ILV I'UR.

w w. WWW 2 a "WW PATENTEU JUL 1 3 I97! SHEET '4 BF 4 GROUND ACTUATED DRUM FOR MAKING wires or CONCRETE SLURRY BACKGROUND or 'ru r: IN venous 6 ln times of war, a bomb cratcr hole on the active surface of a runway over which heavy planes tra el may prove disu trous. It is imperative that the crater be repaired including the laying down ofa cap of cement within an extremely short time after the crater has been formed.

Heretofore, it has been the practice to rush a rotary concrete mixer to the scene together with a dump truck or two carrying the fill material, also the required amount ofconcrete and water. The trucks usually waste very little time in dumping the necessary amount of fill into the crater hole, But even though the concrete mixing o eration using t-i standard machine was started immediately, there is a considerable wait ing period before the slurry has attained the proper consisted cy to be poured. Considering the urgency of th: tuatiun. this waiting period can ill be afforded, particularly when an addr tional period must be allowed for the cement to harden sufli ciently to support the weight of a heavy bomber.

SUMMARY OF THE INVEN'IION An object of the invention is to provide an improved struc ture by which the concrete mixing at the site of the crater can be dispensed with and concrete in slurry form can be made in stantly available at the scene of the crater.

Another object is to provide an improved incthod of patching bomb craters in the shortest period of time, and one which eliminates the use of a rotary cement mixer and the waiting period that a machine of this type entails. l'hese objects are obtained in brief by bringing together, at the point of supply, the required quantity of concrete and water within a round drum structure which, upon being pulled over the ground toward the repair job, Sets up shear forces within the drum which changes the mixture into a slurry of fine texture, ready to be used at the crater.

Other objects and features will be apparent as the specified tion is perused in connection with the accompanying drawings.

DETAILED DESCRIPTION OF THE DRAWlNGS FIG. 1 diagrammatically represents a crater formed in u runway after having been struck with a bomb FIG. 2 is a similar view but showing the manner in which the crater has been filled and then capped by a concrete slab in order to retain a smooth surface throughout its length FIG. 3 shows in cross section, a barrel or drum of the improved travelling mixer having a shaft shown in elevation together with a tow hitch broken away to conserve space.

FIG. 4 represents a sectional view taken along line 44 in FIG 3 and looking in the direction of the arrowsv FIG, 5 shows a plan view looking down on top of the barrel or drum shown in H0. 3.

FIG. 6 is a fragmentary view of a modified form oi the int proved mixer. Only the end portions of the ITllXLl' are rllus [rated and these are in section. The central shaft is shown in elevation and the bitch device is merely indicated Referring to FIGS. 1 and 2, reference character I designates an active runway forming one unit of a pair and assuming that the plane would travel from left to right ovcr the runway if the latter had been in good condition. However, a bomb has l'lll the runway and has formed roughly a hemispherical crater 2, throwing the usual debris 3 about the edge of the crater. The runway together with its companion strip may be used by heavy bombers for takeoff and landing, perhaps to and from enemy terrain so that it is absolutely necessary that the crater be filled and the concrete cap applied in the shortest period of time.

Whereas, heretofore it has been the custom to dispatch a cement mixer as quickly as possible to the scene. followed by a truck carrying cement and water. and ilL'lllklpn a xcoud 1. rich with fill dirt or gravel. However, a conventional mechanical proportional mixer ciipahtc of lulfllling the stated requirements would have the same size and involve the same amount of mechanical equipment as would be needed for rcpairlrig a relatively sniali rocket crater as for repairing a large bomb t rater In accordance with one aspect of my invention, i em ploy a drum or barrel which can he used for cement storage, and when a patclmn; cflcct is necessary on an emergency ha sis, water is added to the concrete and the barrel is caused to roll along the ground, as when being pulled by a fast moving vehicle, in the direction ofthe critter. By the time the latter is reached. the concrete is in perfect slurry form and contains no more and no less than the required amount of concrete for the particular job at hand. It is apparent that the barrel or drum becomes its own iltl tcr and furnishes the transportation for the slurry Assuming that an estimate of the amount of slurry necessary havnig been previously made, one or more drums containing the slurry n tc iirl can be dispatched as a tandum arrange ment and pull ..l by the some vehicle.

l lti fl shows not form that the combined slurry mixer and transportation unit may take. Reference character 4 altfSlgHJlCS ll sealed drum made of rubber, preferably reinforced by flbcr and of substantial thickness. the drum is norrnally closed except at the ends to which is affixed a pair of aluminum plates 5. 'llu. latter carry a set of ball bearings 6 and a shaft 7, in order to effect a seal between the end walls of the drum and the plates, the wall of the drum may be made thinner as at El and thov tlunned portion can be snubbed into a circumfcrcntial groovt' formed in the plate 5. A number of cquidislantly spaced bolts 9 pass through the end plate and clamp the rubber portions within the grooves and thereby obtain an air and water tight seal. The shaft 7 is freely rotatably with respect to the drum 4 and, as shown, extends for a cow siderable distance at each end beyond the ball bearings. These end portions of the shaft have a key slot H], the purpose of which will be described hereinafter. There are a number offlat paddle members ll of which eleven have been illustrated, and these members are equally spaced along the shaft as shown in FIG. 3 They are of the same radial length and radiate at equal angles from the shaft as indicated in FIG. 4. The paddles may be welded or otherwise secured to the shaft,

fhc drum 4 has a largc rectangular opening l2 having a stepped edge i3 about its periphery for receiving a plate of rubber 14 the latter has a peripheral edge that fits snugly within the opening 12 A rectangular metal member 15 of dished shape, when looking directly into FIG. 3, and of arcu ate shape as viewed in a direction at right angles thereto, is molded at the edges 16 into the peripheral body ofthe drum. Six flutheaded screws [7 pass through the plate member l4, and are threaded into openings in the metal member 15 to hold the plate member 14 firmly in place. The metal member has a large rectangular opening 18 leading to the interior of the drum it is obvious by disconnecting the screws l7 from the plate I5, thc plate 14 can be removed to leave a large opening at the top of the drum for receiving concrete m dry form as will be described hereinafter.

in order to tow the drum over the ground, a hitch designated generally at 22 is provided, formed as an A'frame out of aluminum pipe. A brace bar 23 is welded to the outer legs 24 and each of the latter terminate in a collar 25. The latter has an opening slightly larger than the shaft, and as shown, is keyed as indlcated at 26 to the shaft Cotter pins 27, backed-up by a washer, pass through the shafl to prevent the Collars 25 from moving along the shaft. The forward end of the bitch is bent inwardly as indicated at 28 and terminates in a portion having an opening 29 for receiving the tow bar of a truck.

It will be noted that the shaft 7 extends for a distance out wardly beyond the collars 25. This added length of shaft is for the purpose of receiving the end collars of a tow structure or hitch (not shown) for pulling a second drum, similar to drum 4, in the event that a greater amount of concrete slurry is required than can be accommodated by a single unit. Any number ofdrums may be pulled tandem fashion.

In practice, the drums are filled to capacity with a suitable concrete by removing the plate 14 as described hereinbcfore. While any highly refined perfectly dry cement may be used, I have received particularly good results by employing a special form of cement, sold under the name of "Fast-Mix cement. This cement is made and marketed by the Western Company, Richardson Tex. It is known for having a heavy creamlike consistency which percolates through a gravel substructure to form a structural section. When a strike on a runway, by an enemy bomb, has been reported, the officer dispatches the necessary fill dirt and/or gravel together with sufficient help to clean all the loose debris usually found around the perimeter of a crater. Simultaneously with this action, an estimate is made as to the quantity of concrete that must be poured over the fill to allow the formation ofa final smooth cap. The latter is usually about I inch thick. The quantity of cement required is translated into the number of drums. Water is immediately added in the proper amount by unscrewing the cap 21. The concrete and water when mixed is automatically reduced in volume and this fact may leave a temporary vacuum within the space not occupied by the mixture. This in turn could cause a distortion of the rubber due to the flattening of the drum at the bottom as it is hauled over the ground. It is therefore desirable to introduce into the drum a dry gas such as carbon dioxide or nitrogen to serve as tillage and thus maintain the circularity of the drum during the rolling operation. The gas could be introduced in encapsulated form in any suitable and welt-known manner, and it could be applied, if desired, through the water opening 19 from a suitable tank under pressure. The fact that the drum turns but the shaft and paddles remain stationary, due to the anchoring key in the slot 10, will cause the paddles to provide powerful shearing effects in a number of places on the column of concrete and water within the drum The rcsuit is that a thorough mix is obtained even during a relatively short run to the crater scene. The concrete slurry can be pumped or dumped through the opening 12, when the plate 14 is removed, on top of the gravel fill. Several drums forming a tandem group may be required if the crater is large and attendant help can then smooth out the upper portion of the ccment to form the proper thickness of cap.

While I have shown and described the use of paddle elements secured to the shaft. for mixing the concrete, other forms of churning devices might be used to advantage, such as loose metal cables strung across the metal end walls of the drum. A flat metal band in the form ofa helix or spiral could also be welded to the shaft at suitable crossing points to provide a traveling screw effect. If desired, the inside surface of the drum may be provided with deep corrugations or sleep radially extending projections moulded into the rubber in order to assure a good mixing effect.

In FIG. 6, there is shown a modified form of the traveling mixer. The same reference characters designate similar clc ments shown in FIG. 3. In FIG. 6, the drum 4 is provided with shorter inwardly extending legs than in FIG. 3 and are further provided with thinned portions 8 which can be snubbed into sealing position within a groove formed in the periphery of relatively large plates 30 at each end of the drum. The plates 30 are preferably made of aluminum The right-band plate, as seen in the figure, has a large circular opening 3] having a stepped periphery for receiving the screw threads 32 of a circular plate 33 made of aluminum and having a hexagon head 34. Thus, by unscrewing the member 33 and withdrawing the same, the opening M is exposed for filling the drum 4 with concrete, preferably ofthe kind heretofore set forth. It will be understood that the opening 3| takes the place of the opening 18 in FIG. 3 so that the drum 4 in FIG. 6 is devoid of the elcmerits l4, l and 17 of FIG. 3. The end plate 30 is provided with a set of ball bearings 6 which freely permits the drum 4 to rotate with respect to the shaft 7.

At the left-hand end of the drum, as seen in FIG. 6, there is a smaller circular opening 35 in the end plate 30. This opening is closed by a threaded plate member having a hexagon head 36. The opening is provided for the purpose of introducing the necessary amount of water into the interior of the drum. This end plate, similar to the opposite end, is provided with a set of ball bearings 6 for rotatably receiving the shaft 7. As in the case of the structure described in connection with FIG. 3, the modified form of drum mixer can be provided with paddles welded to the shaft or any other form of agitating device as will produce the necessary shear forces on the concrete-water mix when the drum is hauled over the ground,

FIG. 6 also shows an inflation valve 37 of any suitable and well-known type for introducing air or gas, when desired, into the drum. The valve includes a threaded stem 38 which enters one of the sideplates 30 and contains a spring-pressed head 40 which bears against a seat 41. The valve is controlled by a long pin 42 which is made accessible for pressing inward when the cap 43 is removed. The valve can be used for a threefold purpose:

I. To introduce dry air or nitrogen to keep the charge of concrete dry during a storage period, ie. before an emergency has arisen 2. To inflate the drum by air or nitrogen after water has been introduced at the opening 35 during an emergency run, to take up the uilage space caused by the mixing of concrete and water, and

3. Introducing air under pressure at the site of the crater to assist in expelling the concrete slurry through the opening 31 which can serve as an exit.

In the opposite sideplate 30, there is an opening fitted with a sleeve 43' for carrying a round pipe 44 of metal which can be employed as an exhaust accessory when connected to a suction pump for removing the concrete slurry at a fast rate. The pipe 44 may, if desired, be flattened to present a wider opening, as indicated at 45, in order to hug and conform to the inside surface ofthe drum at thy bottom. In the manner the max imum amount ofslurry can be evacuated.

For pulling the drum toward the crater, a hitch, generally indicated at 22, is employed having collars 25 which are keyed to the shaft 7. Thus, the shaft and any agitating device con nected thereto remain stationary as the drum moves over the ground, and a strong churning or mixing effect is introduced within the drum. The shaft 7 is extended beyond the collars to receive, if desired, similar collars of a hitch connected to a second drum, tandem fashion, as many as are necessary for the job at hand.

From the foregoing, it is evident that there is disclosed an improved combined storage device for dry concrete and a fast mixer, when necessary, to supply slurry almost on an instant notice, in any amount necessary, and available at the site of a damaged runway. No mixing machine is necessary as the slur ry is produced solely within the improved device during the hauling operation toward the damaged structure.

I claim.

1 Apparatus for mixing and transporting a concrete slurry for use in repair work such as repairing bomb craters on the active surface ofa runway, comprising: a water and gas sealing rubber container having peripheral and end walls for containing a cement mixture, a pair of plate members closing the end walis of said container; a shaft passing through said container, rotatably supported by said plate members; a tow hitch secured to the ends of said shaft, means for keying the tow hitch to said shaft, a plurality of radially extending paddles secured to said shatt', said paddles being spaced equidistantly along said shaft; means for supplying water to the cement mixture within said container; means, including a gas under pres sure within said container, for maintaining the circular shape of said container whereby the peripheral wall of said container can be rolled over the ground toward the repair site to mix the cement and water within the container during transport, an opening in said container for discharging the slurry from the container at the repair site and means for sealing said opening during the transit ofthe container to the repair site.

Patent Citations
Cited PatentFiling datePublication dateApplicantTitle
US939275 *Dec 21, 1908Nov 9, 1909Fredrick H LathropConcrete conveying and mixing cart.
US1349285 *May 10, 1919Aug 10, 1920John J LynchConcrete mixer and conveyer
US2397851 *Jun 14, 1944Apr 2, 1946Gaertner Glenton GeorgeConcrete mixer
US2547787 *Jan 28, 1948Apr 3, 1951Siebring ClaudeMixer for constructional aggregates and the like
US3144242 *Jan 10, 1963Aug 11, 1964Retzlaff William AMethod and means for storing, transporting and final mixing of cementitious material
GB266088A * Title not available
GB191222331A * Title not available
Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US4225246 *Aug 8, 1978Sep 30, 1980Bridge Storar Ltd.Mixing device
US4490045 *Jan 19, 1982Dec 25, 1984Ingrid HudelmaierConcrete mixer
US4655602 *Dec 19, 1985Apr 7, 1987Monier LimitedTurbine mixer
US4878759 *Jul 18, 1988Nov 7, 1989Monier Redland LimitedTurbine mixer
US6902311 *Oct 9, 2000Jun 7, 2005Anthony KhouriPlastics drum for concrete mixing and methods of manufacture thereof
US7678317Dec 23, 2004Mar 16, 2010Anthony KhouriConcrete mixing drum manufacturing method
US7744267Aug 15, 2003Jun 29, 2010Mcneilus Truck And Manufacturing, Inc.Mixing drum drive ring
US7784995May 31, 2003Aug 31, 2010Anthony KhouriVehicle mounted concrete mixing drum and method of manufacture thereof
US7802914Aug 15, 2003Sep 28, 2010McNeihus Truck and Manufacturing, Inc.Mixing drum blade support
US7850364May 18, 2005Dec 14, 2010Mcneilus Truck And Manufacturing, Inc.Concrete batch plant with polymeric mixer drum
US8070348Aug 15, 2003Dec 6, 2011Khouri Anthony JMixing drum blade
US8070349Aug 15, 2003Dec 6, 2011Khouri Anthony JMixing drum
US8162529Jun 29, 2004Apr 24, 2012Mcneilus Truck And Manufacturing, Inc.Mixing drum
US8287173Aug 15, 2003Oct 16, 2012Mcneilus Truck And Manufacturing, Inc.Mixing drum hatch
Classifications
U.S. Classification366/56, 366/230
International ClassificationB28C5/18, E01C7/14, E01C23/06
Cooperative ClassificationE01C23/06, E01C7/147, B01F15/00564, B28C5/1893
European ClassificationB01F15/00L8K, B28C5/18C, E01C7/14D, E01C23/06