US2878545A - Collapsible cores for concrete pipe - Google Patents
Collapsible cores for concrete pipe Download PDFInfo
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- US2878545A US2878545A US430030A US43003054A US2878545A US 2878545 A US2878545 A US 2878545A US 430030 A US430030 A US 430030A US 43003054 A US43003054 A US 43003054A US 2878545 A US2878545 A US 2878545A
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- core
- pipe
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/86—Cores
- B28B21/88—Cores adjustable, collapsible or expansible
Definitions
- the other type of core rotated with the outer shell and the pipe being formed and was collapsed and withdrawn when the mould was filled and the pipe formed.
- This type was made of rolled sheet metal. 7
- one of the objects of my device is to provide a core which can be evenly collapsed circumferentially so that it can be withdrawn from the mould without touching the moist concrete of the freshly formed pipe.
- Another object is to provide a core for concrete pipe moulding which has a moulding shell of sheet metal and mechanism therewithin including a number of radial spacers and a power driven mechanism for over-lapping a longitudinal seam in said casing; said parts being arranged so that said spacers force the shrunk casing to a true cylindrical form.
- Still another object is to provide a concrete pipe mould, as aforesaid, with a collapsible core, as stated, so that the core may be rotated with the outer shell of the mould and thus eliminate wear as by troweling during pouring and tamping while forming the pipe; the structure further enabling the end joint trowel to compress the upper end of the pipe being formed sufficiently to form a hard pressed end joint without riding out of the pipe during the finishing of the moulding.
- Figure l is a side elevation of a pipe mould with parts of the outer casing broken away to show my improved core, and the interior construction thereof.
- Figure 2 is a plan view of my improved cement pipe moulding core with top portions sectioned ofli, showing the core and its collapsing mechanism with the core casing expanded.
- Figure 3 is a similar view of the core, in part, with the core casing contracted.
- FIG. 4 is a plan view of a spoke hub, drawn on an enlarged scale
- I Figure 5 is an inside elevational view of a fragment of the core casing, showing the edge positioning prongs;
- Figure 6 is an edge view of said fragment.
- numeral 2 indicates a concrete pipe mould, generally, wherein 3 is the outer mould shell which rests on and may be fastened to rotating table 4.
- a ring end joint forming pallet 6 included within the bottom of this shell also rests on the table. and forms a positioning means for core 5 which has my improved collapsing mechanism including a hub shaft 30 and a shaft collar 7 which is bored axially to provide a socket 8 which bears on boss 9 in the center of table 4 and aids in positioning and centering core 5.
- the other parts, above mentioned, are conventional and need no detailed description.
- Additional moulding devices include the concrete feed chute 11, and the mechanicallyoperated tampers'12.
- the outer casing 20'of the core 5 has a longitudinal cut or seam 13.
- the adjacent edges 14 and 15, respectively, are beveled at an angle of approximately'45 degrees. The edges abut along this angular seam.
- the metal of the core casing is somewhat resilient and the above mentioned edges normally tend to stay together. To assist in positioning them properly so that the outer surface of the casing will form a true cylinder in its expanded position there are arcuate blocking prongs 17 near each end of the case which bear against block 19.
- Guide blocks 19 bear against'the inner edges of prongs 17 and maintain the end edges of the abutting edges 14 and IS'in aIigned relation at seam 13.
- a hydraulic or air cylinder 24 is pivotally attached to r the inner face of the casing at a position approximately opposite seam 13.
- the piston of this hydraulic cylinder is pivoted to'lever 26 on toggle shaft 25.
- Toggle shaft 25 is journalled in lugs 27 on the inner face of casing 20, and adjacent edge 15.
- toggle levers 28 At each end of this shaft, and near the end edges of casing 20, there are toggle levers 28 which are pivotally attached to links 29 and these in turn pivotally connected to lugs '16 adjacent edge 14.
- These toggle parts are arranged so that inward motion of lever 26 will cause edge 14 to be displaced inwardly, relative to edge 15, and then drawn within edge 15 so as to circumferentially-shrink the casing body.
- edge 14 is held under prongs 17 which hold'it in a definite overlapped position.
- the casing would be oval and not round.
- the mechanism hereinafter described for forcing the casing to assume a true cylindrical shape when it is drawn in and shrunk by the toggle lever mechanism' includes the important elements of my invention.
- a lower spoke hub 32 which has a cylindrical lower sleeve 31 and a flange 34 on its upper portion.
- the lifting spider 33 has three radial legs 34,35 and 36 extending radially from sleeve 31; Legs 34 and 35 are attached to horizontal lugs 38 on theyinner face of the core which'work in horizontalnotches 37 in the ends of these legs. This means of attachment allows the core casing 20 to be lifted by shaft 30 and also permits radial movement of the lug in the notches when the casing expands and contracts.
- Thethird leg 36 is held from rotary motion by lugs 39 and held in place by a pin 40 extending through, slots 41 in lugs, 39. In this way rotation of the casing is communicated to the hub 32.
- An upper hub, sleeve 42 has a flange 44, and is positioned near the upper end of the core.
- Sleeves 32 and 42 are joined by, a, length, of; tubing 43. Both sleeves journal on shaft 30, and turn with core casing 20 as it rotates on table 4.
- Radial core shaping spokes 45 extend from each of the hub flanges 34. and 44 to lugs 46 on the inner face of casing 20. These lugs are equally spaced andare disposed in two planes corresponding to those of the hub flanges.
- Each spoke has, a clevis 48 at its outer end and a clevis 50 at itsin'ner, end and is provided; with a turn buckle49 for varying its length.
- Clevises 48 are joined to lugs 46 by pins 51 and inner clevises 50 are joined to said hub flanges by pins 52 which pass through slots 53 or slot's 54 in the respective flanges.
- Slot 54a and the next followingfour; slots positioned counter-clockwise from it have their radially inwardly disposed edges spaced a sufficient distance inward so that the outer surface of the core 20 will be drawn inward to provide adequate clearance from the inner face. of the molded pipe 59 so that the core may be withdrawn from the pipe without touching or scraping.
- the remaining five slots have varying depth which increases progressively counter-clockwise.
- the last slot 54b receives pin 52b through clevis 50b and which is joined by spoke 45b to lug 46b nearest edge 14. The depth of this slot is sufficient so that edge 14 will assume its innermost position and assume an underlapped position rel-. ative to edge 15 as,sh own in Figure 3.
- the sixth, seventh, eighth and ninth slots have inward depths sufficient to force the right side of the core (as viewed in Figure 3) to assume a smooth curve leading to edge 14, when inwardly displaced.
- flange 60 On the upper portion of shaft '30 a flange 60 is attached and this, in turn, is bolted to core ,cover plate. 61 which carries the end joint finishing trowel 62.
- Tubes 64 are .brought out through plate 61.and connected through valves to a sourceof pressurized hydraulic fluid (not shown). Beneath flange 60. these tubes connect to passageways in shaft 30 and these passageways are, in turn, ported to open into a rotary collar 65 from which tubes 66 carry fluid to the-ends of cylinder 24.
- outer shell 3 In use the outer shell 3 is placed on table 4 with its axis aligned with that of boss 9. At the same time ring pallet 6 is placed inside this shell and rests on table 4. The core is then lowered into the shell so that collar 7 centers on boss 9. This completes the mold 2.v Cement mix is then introduced from chute 11 while the mold is rotated on, table,4, and is packed down by tampers 12. During this molding process outer shell 3,
- shaft 30, flange 60 and cover, plate 61 1 remain sta tionary.
- the mix 59 is troweled, packed down and the joint groove formed by trowel 62 as the cement of the pipe being molded passes under it.
- rotary motion of the table and shell is clockwise when viewed from above.
- the positioning spokes 45 have clevises- 50 which move relative to hub slots 54 it isv considered that equivalent structure could be provided by havingthe pins 51 of clevises 48 move in slots in lugs46. Likewise the spokes 45 could have variable lengths between outer and inner limits.
- the salient feature is that the curvature of the walls of core 20 is controlled in the expanded and contracted position by the spokes. It is to be noted that as the core is contracted by the-toggle structure the outer clevis pins of the spokes first act as fulcrums, as the contour of the core changes and becomes smaller, and then the pins on the inner clevises act as pivots, as the underlap takes place and the abutting edges of scam 13 pass each other.
- Oneresult of this structure is that the core shrinks only a sufiicient distance so that it may be easily withdrawn from the molded pipe. Minimum bending of the core casing makes fracture and deforming unlikely.
- a circular collapsible core body resting on said pallet having a longitudinal seam with the abutting edges thereof meeting at an angle relative to the radius of said body, an axially positioned lifting shaft, a lifting spider attached to the lower end of said lifting shaft, a hub structure including vertically spaced sleeves journalled on said shaft, each having circular flanges with radial annularly arranged slots thereon, power operated toggle mechanism on each end of said body adjacent the abutting edges of said seam for collapsing said core body to permit withdrawal from a pipe formed in said mold by displacing one of said seam edges radially inward relative to the other seam edge, and for drawing said inwardly displaced edge into an underlappping position relative to said other edge, and mechanism for controlling the outer contour of said core body when expanded for molding and when contracted for withdrawal, consisting of spokes extending substantially radially from spaced positions around said hub flanges to the inner wall of said core body
- a collapsible core of the split cylinder type having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner face of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure including vertically spaced hubs journalled on said shaft having circular flanges with clevis pin slots arranged in spaced relation adjacent their perimeters, spokes extending radially from said hubs joined by clevises at their inner ends to said hubs with pins extending through said hub flange slots, and attached at their outer ends by clevises and pins to lugs on the inner walls of said body, power operated toggles on each end of said body attached by pins to lugs adjacent the abutting
- a collapsible core of the split cylinder type having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner face of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure including vertically spaced hubs journalled on said shaft having cir cular flanges with clevis pin slots arranged in spaced relation adjacent their perimeters, spokes extending radially from said hubs joined by clevises at their inner ends to said hubs with pins extending through said hub flange slots, and attached at their outer ends by clevises and pins to lugs on the inner walls of said body, power operated toggles on each end of, said body attached-by pins to lugs adjacent the
- a collapsible core of the split cylinder type having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner surface of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure ineluding vertically spaced hubs journalled on said shaft having circular flanges, radially disposed spokes on said hub flanges, means for connecting the outer ends of said spokes with limited relative radial movement to the inside of said cylindrical core, means carried on the inside surface of said core to contract and expand said core; said last mentioned means consisting of toggle links mounted on the inside surface of said core at each end of said core and extending across said seam, a toggle operating shaft journalled on the inner surface of said core,
- a collapsible core of the split cylinder type having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner face of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure including vertically spaced hubs journalled on said shaft having circular flanges with clevis pin slots arranged in spaced relation adjacent their perimeters, spokes extending radially from said hubs joined at their inner ends to said hubs and attached at their outer ends at spaced positions to the inner walls of said cylindrical body, power operated toggles on each end of said body attached adjacent the abutting edges of said seam and adapted to move the edges of said seam from an abutting position when said core is expanded for moulding, to an overlapping and
- said core body are held to assume a substantially cylin- 809,504 Henningsen Ian. 9, 1906 drical'shape, arcuate prongs on the inner surface of said 818,158 Girardot Apr. 17, 1906 cylindrical body spaced from the overlapping edge of 860,144 Melton Iuly 16,1907 said core body when contracted, for receiving the under- 5.
Description
March 24, 1959 F. c. LOWE 2,878,545
COLLAESIBLE CORES FOR CONCRETE PIPE Filed May 17, 1954 s sheets-sheet 1 IN V EN TOR.
March 24, 1959 c, ow 2,878,545
COLLAPSIBLE! CORES FOR COl-ICRETE PIPE Filed May 17, 1954 3 Sheets-Sheet 2 h 1 A M (I, 06M
INVENTOR.
7 I, I r q 2 4 4 w J 2/02m/ F. c. LOWE 2, 8, COLLAPSIBLE CORES FOR CONCRETE PIPE March 24, 1959 s Shets-Sheet 3 Filed May 17, 1954 FIG. 4.
INVENTOR. C [M COLLAPSIBLE CORES FOR CONCRETE PIPE Fred C. Lowe, Phoenix, Ariz. Application May 17, 1954, Serial No. 430,030
Claims. (Cl. -128) 7 This invention concerns improved collapsible coresfor moulding concrete pipe.
Heretofore concrete pipe has been made by tamping moist mix into a mould composed of an outer shell and a core. The mould was rotated during the process. Two main types of cores have been used. One type of core remains stationary while the outer shell and the pipe being formed, rotate around it. The core acts as a trowel and produces a pipe with smooth interior surfaces. Wear on the core surfaces, however, is excessive, and the cores or their surfaces have to bereplaced often.
The other type of core rotated with the outer shell and the pipe being formed and was collapsed and withdrawn when the mould was filled and the pipe formed. This type was made of rolled sheet metal. 7
One of the objections to this type of mechanism was that the core could not be withdrawn to produce a perfect inner surface unless it was collapsed excessively so that no part touched and damaged the pipe during withdrawal. This type of core would not, in practice, assume a true round shape when collapsed, but was oval in section and this made withdrawal diflicult. Furthermore, bending of the sheet metal of the core caused distortion and a true cylindrical core surface could not be maintained without constant reworking and shaping of the sheet metal. 7 1
In view of the foregoing, one of the objects of my device is to provide a core which can be evenly collapsed circumferentially so that it can be withdrawn from the mould without touching the moist concrete of the freshly formed pipe.
Another object is to provide a core for concrete pipe moulding which has a moulding shell of sheet metal and mechanism therewithin including a number of radial spacers and a power driven mechanism for over-lapping a longitudinal seam in said casing; said parts being arranged so that said spacers force the shrunk casing to a true cylindrical form.
Still another object is to provide a concrete pipe mould, as aforesaid, with a collapsible core, as stated, so that the core may be rotated with the outer shell of the mould and thus eliminate wear as by troweling during pouring and tamping while forming the pipe; the structure further enabling the end joint trowel to compress the upper end of the pipe being formed sufficiently to form a hard pressed end joint without riding out of the pipe during the finishing of the moulding. 1
Other objects will appear hereinafter.
I attain the foregoing objects by means of the devices, parts, and combination of parts shown in the accompanying drawings in which Figure l is a side elevation of a pipe mould with parts of the outer casing broken away to show my improved core, and the interior construction thereof.
Figure 2 is a plan view of my improved cement pipe moulding core with top portions sectioned ofli, showing the core and its collapsing mechanism with the core casing expanded.
Figure 3 is a similar view of the core, in part, with the core casing contracted.
- Figure 4 is a plan view of a spoke hub, drawn on an enlarged scale, and I Figure 5 is an inside elevational view of a fragment of the core casing, showing the edge positioning prongs;
and
Figure 6 is an edge view of said fragment.
Similar numerals refer tosimilar parts in the several views.
Referring to Figure l of the drawings numeral 2 indicates a concrete pipe mould, generally, wherein 3 is the outer mould shell which rests on and may be fastened to rotating table 4. A ring end joint forming pallet 6 included within the bottom of this shell also rests on the table. and forms a positioning means for core 5 which has my improved collapsing mechanism including a hub shaft 30 and a shaft collar 7 which is bored axially to provide a socket 8 which bears on boss 9 in the center of table 4 and aids in positioning and centering core 5. Except for the core, the other parts, above mentioned, are conventional and need no detailed description. Additional moulding devices include the concrete feed chute 11, and the mechanicallyoperated tampers'12.
The outer casing 20'of the core 5 has a longitudinal cut or seam 13. The adjacent edges 14 and 15, respectively, are beveled at an angle of approximately'45 degrees. The edges abut along this angular seam. The metal of the core casing is somewhat resilient and the above mentioned edges normally tend to stay together. To assist in positioning them properly so that the outer surface of the casing will form a true cylinder in its expanded position there are arcuate blocking prongs 17 near each end of the case which bear against block 19.
Guide blocks 19 bear against'the inner edges of prongs 17 and maintain the end edges of the abutting edges 14 and IS'in aIigned relation at seam 13.
A hydraulic or air cylinder 24 is pivotally attached to r the inner face of the casing at a position approximately opposite seam 13. The piston of this hydraulic cylinder is pivoted to'lever 26 on toggle shaft 25. Toggle shaft 25 is journalled in lugs 27 on the inner face of casing 20, and adjacent edge 15. At each end of this shaft, and near the end edges of casing 20, there are toggle levers 28 which are pivotally attached to links 29 and these in turn pivotally connected to lugs '16 adjacent edge 14. These toggle parts are arranged so that inward motion of lever 26 will cause edge 14 to be displaced inwardly, relative to edge 15, and then drawn within edge 15 so as to circumferentially-shrink the casing body. ,When
. displaced in this manner edge 14 is held under prongs 17 which hold'it in a definite overlapped position.
Normally this would shrink the casing on its diameter at right angles to seam'13 and not lessen its diameter which extends through the seam. That is, when shrunk,
,. the casing would be oval and not round. The mechanism hereinafter described for forcing the casing to assume a true cylindrical shape when it is drawn in and shrunk by the toggle lever mechanism' includes the important elements of my invention.
Extending axially within the core there is a stationary shaft 30. Thechief function of this shaft is to lift the core out of the moulded pipe, by means including a lifting spider 33.
Above collar 7 on the lower'end of shaft 30 there'is a lower spoke hub 32 which has a cylindrical lower sleeve 31 and a flange 34 on its upper portion. The lifting spider 33 has three radial legs 34,35 and 36 extending radially from sleeve 31; Legs 34 and 35 are attached to horizontal lugs 38 on theyinner face of the core which'work in horizontalnotches 37 in the ends of these legs. This means of attachment allows the core casing 20 to be lifted by shaft 30 and also permits radial movement of the lug in the notches when the casing expands and contracts. Thethird leg 36 is held from rotary motion by lugs 39 and held in place by a pin 40 extending through, slots 41 in lugs, 39. In this way rotation of the casing is communicated to the hub 32.
An upper hub, sleeve 42 has a flange 44, and is positioned near the upper end of the core. Sleeves 32 and 42 are joined by, a, length, of; tubing 43. Both sleeves journal on shaft 30, and turn with core casing 20 as it rotates on table 4.
Radial core shaping spokes 45 extend from each of the hub flanges 34. and 44 to lugs 46 on the inner face of casing 20. These lugs are equally spaced andare disposed in two planes corresponding to those of the hub flanges. i
Each spoke has, a clevis 48 at its outer end and a clevis 50 at itsin'ner, end and is provided; with a turn buckle49 for varying its length. Clevises 48 are joined to lugs 46 by pins 51 and inner clevises 50 are joined to said hub flanges by pins 52 which pass through slots 53 or slot's 54 in the respective flanges. These spokes control and limit the expansion and contraction of the walls of the core.
As here illustrated there are ten spokes radiating from each hub flange.
When the core. is expanded for molding, as shown in Figure 2, the clevises 50 are drawn to the outer limit of their travel in slots 54. When the core is, contracted for withdrawal from a molded pipe the clevises 50 are forced to theinnermost limit of their travel in these same slots.
Referring to Figure 4, note that-slot 54a receives pin 52a which extends through clevis 50a (Figure 2) and that this clevis supportsspoke 45a whichextends tothat portion of the casing nearest seam edge 15 within which edge 14 isdrawn when thecore is contracted;
On the upper portion of shaft '30 a flange 60 is attached and this, in turn, is bolted to core ,cover plate. 61 which carries the end joint finishing trowel 62.
In use the outer shell 3 is placed on table 4 with its axis aligned with that of boss 9. At the same time ring pallet 6 is placed inside this shell and rests on table 4. The core is then lowered into the shell so that collar 7 centers on boss 9. This completes the mold 2.v Cement mix is then introduced from chute 11 while the mold is rotated on, table,4, and is packed down by tampers 12. During this molding process outer shell 3,
and the core outer casing 20 rotate together, while .the.
hub. shaft 30, flange 60 and cover, plate 61 1 remain sta tionary. As the mold fills and nears the top the mix 59 is troweled, packed down and the joint groove formed by trowel 62 as the cement of the pipe being molded passes under it. As here illustrated, rotary motion of the table and shell is clockwise when viewed from above.
After the mold is filled and the upper end joint formed the core casing 20 is contracted by admission of air or fluid under pressure to the inner end 24a of cylinder 24. This draws lever 26 inward, and toggle levers 28 draw links 29 inward and toward casing edge 15 so that seam 13 is broken and edge 14 slips under edge 15 and underlaps it. This underlapped position is held by arcuate guide prongs 17. The action of the toggles at each end of easing 20.is to shrink the circumference of the casing and force the edges of seam to the lapped position shown in Figure 3. As the casing shrinks, its left half, positioned by the first five spokes, from spokes 45a to 45, draws inward on a substantially uniform circularcurve the distance permitted by the radial movement of clevises 50 on hub flanges 34 and 44 as controlled by, slots 54a through slot 540.
The limiting action of spokes on the right side of core 20 as governed by spokes 45 and clevises 50 controlled by slots 54] through 54b forces this side of the casing to assume a slight spiral curve. The general efiect of the shrinkage, however, is that the core assumes a substantially cylindrical shape with a diameter sufficiently smaller than the inside of the molded pipe so that the core may be lifted from the pipe without touching it at any place. Thisis done by raising the upper extension 30a of: shaft 30; The outer shell and ring pallet and molded pipe are then removed from table 4 for curing and drying.
While I have specified that the positioning spokes 45 have clevises- 50 which move relative to hub slots 54 it isv considered that equivalent structure could be provided by havingthe pins 51 of clevises 48 move in slots in lugs46. Likewise the spokes 45 could have variable lengths between outer and inner limits. The salient feature is that the curvature of the walls of core 20 is controlled in the expanded and contracted position by the spokes. It is to be noted that as the core is contracted by the-toggle structure the outer clevis pins of the spokes first act as fulcrums, as the contour of the core changes and becomes smaller, and then the pins on the inner clevises act as pivots, as the underlap takes place and the abutting edges of scam 13 pass each other.
It is also-considered that the position of cylinder 24, as specified, is not critical but may be supported at difierent positions within the core 20 so long as motion is communicated to the toggle mechanism.
It is considered that the cooperation of the toggle mechanism and the spokes with their inner and outer limited positions provide the controlled expansion and contraction of the core body, as desired. The relative positioning of the edges 14 and 15 is achieved by these elements, although the arcuate prongs 17 assist in holding the edges in shrunk underlapped position.
Oneresult of this structure is that the core shrinks only a sufiicient distance so that it may be easily withdrawn from the molded pipe. Minimum bending of the core casing makes fracture and deforming unlikely.
Another result of the core structure is that, until shrunk or contracted the core is packed tightly against the molded pipe and turns with it and the outer shell. Plate 61 which remains stationary on shaft 30 and carries joint forming trowel 62 which cannot be lifted out of mold 2 by the riding motion of the trowel until the core is shrunk, and freed from contact with the inner wallof themoldedv pipe. The trowel can, therefore, exert great compressive force on the upper end of the molded pipe and the cement mix can be adequately compacted;
In addition to the modified structure, above mentioned, other and further modifications may suggest themselves to those familiar with the art. All such modifications, however, may well remainvwithin the spirit of the invention.
I claim:
1. In a rotary cement pipev mold having an outer shell and an end forming pallet, a circular collapsible core body resting on said pallet having a longitudinal seam with the abutting edges thereof meeting at an angle relative to the radius of said body, an axially positioned lifting shaft, a lifting spider attached to the lower end of said lifting shaft, a hub structure including vertically spaced sleeves journalled on said shaft, each having circular flanges with radial annularly arranged slots thereon, power operated toggle mechanism on each end of said body adjacent the abutting edges of said seam for collapsing said core body to permit withdrawal from a pipe formed in said mold by displacing one of said seam edges radially inward relative to the other seam edge, and for drawing said inwardly displaced edge into an underlappping position relative to said other edge, and mechanism for controlling the outer contour of said core body when expanded for molding and when contracted for withdrawal, consisting of spokes extending substantially radially from spaced positions around said hub flanges to the inner wall of said core body, and having a slidable pivoting connection between said hub flange and said wall limiting the outward movement of the wall of said core body, when expanded, so that said core body assumes a circular form, and limiting its inward movement, when contracted, so that said core body assumes a spiral form with one edge underlapping the other.
2. In a rotary cement pipe mold having an outer shell attachable to a horizontal rotating table and enclosing a circular end joint forming pallet, a collapsible core of the split cylinder type, having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner face of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure including vertically spaced hubs journalled on said shaft having circular flanges with clevis pin slots arranged in spaced relation adjacent their perimeters, spokes extending radially from said hubs joined by clevises at their inner ends to said hubs with pins extending through said hub flange slots, and attached at their outer ends by clevises and pins to lugs on the inner walls of said body, power operated toggles on each end of said body attached by pins to lugs adjacent the abutting edges of said seam moving said edges from abutting position when said core is expanded for molding to an over and underlapping position when said core is contracted for withdrawal from a molded pipe; said slots in said hub being disposed so that when said core body is expanded the clevis pins securing the inner end clevises of said spokes are at the outer ends of said slots and said spokes are holding the walls of said core to conform to a true cylinder, and when said core is collapsed said pins are at the inner ends of said slots and the walls of said core body are held to assume a substantially semicircular form of lessened radius than when expanded throughout the portion adjacent the overlapped edge of said seam and a substantially spiral curve throughout the portion adjacent said underlapping edge.
3. In a rotary cement pipe mold having an outer shell attachable to a horizontal rotating table and inclosing a circular end joint forming pallet, a collapsible core of the split cylinder type, having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner face of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure including vertically spaced hubs journalled on said shaft having cir cular flanges with clevis pin slots arranged in spaced relation adjacent their perimeters, spokes extending radially from said hubs joined by clevises at their inner ends to said hubs with pins extending through said hub flange slots, and attached at their outer ends by clevises and pins to lugs on the inner walls of said body, power operated toggles on each end of, said body attached-by pins to lugs adjacent the abutting edges of said seam moving said edges from abutting position when said core is expanded for molding to an over and underlapping position when said core is contracted for withdrawal from a molded pipe; said slots in said hub being disposed so that when said core body is expanded the clevis pins securing the inner end clevises of said spokes are at the outer ends of said slots and said spokes are holding the walls of said core to conform to a true cylinder, and when said core is collapsed said pins are at the inner ends of said slots and the walls of said core body are held to assume a substantially semicircular form of lessened radius than when expanded throughout the portion adjacent the overlapped edge of said seam and a substantially spiral curve throughout the portion adjacent said underlapping edge and a stationary closing plate on said axial shaft covering the top of said mold and supporting an end joint forming trowel.
4. In a rotary cement pipe mould having an outer shell attachable to a horizontal rotating table and enclosing a circular end joint forming pallet, a collapsible core of the split cylinder type, having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner surface of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure ineluding vertically spaced hubs journalled on said shaft having circular flanges, radially disposed spokes on said hub flanges, means for connecting the outer ends of said spokes with limited relative radial movement to the inside of said cylindrical core, means carried on the inside surface of said core to contract and expand said core; said last mentioned means consisting of toggle links mounted on the inside surface of said core at each end of said core and extending across said seam, a toggle operating shaft journalled on the inner surface of said core, extending longitudinally relative to said core, and adapted to actuate said toggle links, and a hydraulic cylinder mounted on the inside of said cylindrical core and connected to said toggle operating shaft.
5. In a rotary cement pipe mould having an outer shell attachable to a horizontal rotating table and inclosing a circular end joint forming pallet, a collapsible core of the split cylinder type, having a body including a longitudinal seam with abutting edges, an axially positioned stationary lifting shaft, a lifting spider journalled on the lower end of said shaft having radial legs attached to the inner face of said body by radially expansible joints and a positioning collar for removable attachment to the center of said rotating table, a hub structure including vertically spaced hubs journalled on said shaft having circular flanges with clevis pin slots arranged in spaced relation adjacent their perimeters, spokes extending radially from said hubs joined at their inner ends to said hubs and attached at their outer ends at spaced positions to the inner walls of said cylindrical body, power operated toggles on each end of said body attached adjacent the abutting edges of said seam and adapted to move the edges of said seam from an abutting position when said core is expanded for moulding, to an overlapping and underlapping position when said core is contracted for withdrawal from a moulded pipe; said slots in said hub flanges being disposed so that when said core, body is expanded said spokes hold the walls of said core so that its outer surface is in the shape of a true 7 8 cylinder, and when said core is collapsed the walls of 797,173 Chidester Aug. 15, 1905 said core body are held to assume a substantially cylin- 809,504 Henningsen Ian. 9, 1906 drical'shape, arcuate prongs on the inner surface of said 818,158 Girardot Apr. 17, 1906 cylindrical body spaced from the overlapping edge of 860,144 Melton Iuly 16,1907 said core body when contracted, for receiving the under- 5. 861,106 Georg'enson July 23, 1907 lapping edge of said seam and limiting its inward move- 954,696 Prilliman Apr. 12, 1910 ment. 1,171,641 Priest Feb. 15, 1916 2,683,912 Serrell July 20, 1954 References Cited in the file of'this patent 2,707,314 Francis et May 10, 55
UNITED STATES PATENTS 479,451 Oehrle July 26, 1892
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US430030A US2878545A (en) | 1954-05-17 | 1954-05-17 | Collapsible cores for concrete pipe |
Applications Claiming Priority (1)
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US430030A US2878545A (en) | 1954-05-17 | 1954-05-17 | Collapsible cores for concrete pipe |
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US2878545A true US2878545A (en) | 1959-03-24 |
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US430030A Expired - Lifetime US2878545A (en) | 1954-05-17 | 1954-05-17 | Collapsible cores for concrete pipe |
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Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3074140A (en) * | 1960-04-18 | 1963-01-22 | Martin Marietta Corp | Means for forming voids in concrete products |
US3146510A (en) * | 1962-02-26 | 1964-09-01 | Basalt Rock Company Inc | Mold for casting elongated hollow objects |
US3180000A (en) * | 1961-12-22 | 1965-04-27 | Bossner Josef | Formwork for manufacturing prestressed hollow concrete bodies |
US3210039A (en) * | 1960-08-25 | 1965-10-05 | Long Construction Co | Expandable core-former |
US3266767A (en) * | 1965-07-19 | 1966-08-16 | Leonard D Long | Expandable core-former |
US3279739A (en) * | 1965-07-19 | 1966-10-18 | Long Construction Co | Expandable core-former |
US3279740A (en) * | 1965-07-19 | 1966-10-18 | Long Construction Co | Expandable core-former |
US4233020A (en) * | 1979-03-13 | 1980-11-11 | Owens-Corning Fiberglas Corporation | Collapsible mandrel |
US4462787A (en) * | 1983-02-01 | 1984-07-31 | Bogardus Jr Carl R | Cantilevered mandrel assembly |
US4462535A (en) * | 1981-04-23 | 1984-07-31 | Amca International Corporation | Apparatus and process for manufacture of tunnel tubes |
US5139404A (en) * | 1989-07-11 | 1992-08-18 | International Pipe Machinery Corporation | Apparatus for making lined pipe |
US20120015066A1 (en) * | 2004-01-06 | 2012-01-19 | Iowa State University Research Foundation, Inc. | Polymer mortar composite pipe material and manufacturing method |
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US479451A (en) * | 1892-07-26 | oehrle | ||
US797173A (en) * | 1904-11-15 | 1905-08-15 | Levi Shell | Tile-mold. |
US809504A (en) * | 1905-09-28 | 1906-01-09 | Henningsen & Jensen | Mold-forming mechanism. |
US818158A (en) * | 1905-01-03 | 1906-04-17 | J Et A Pavin De Lafarge Soc | Machine for manufacturing pipes or conduits from cement, &c. |
US860144A (en) * | 1905-09-15 | 1907-07-16 | Miracle Pressed Stone Company | Core or inner casing for concrete-pipe molds. |
US861106A (en) * | 1906-12-07 | 1907-07-23 | George Georgenson | Mold for sewers. |
US954696A (en) * | 1909-05-05 | 1910-04-12 | William Prilliman | Adjustable frame for building concrete culverts, cisterns, and the like. |
US1171641A (en) * | 1910-06-13 | 1916-02-15 | George W Priest | Contracting core for cement-lined pipe. |
US2683912A (en) * | 1952-03-07 | 1954-07-20 | Peter V H Serrell | Collapsible concrete pipe mold |
US2707814A (en) * | 1952-08-25 | 1955-05-10 | Thomas Steel Forms Inc | Apparatus for casting |
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1954
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Publication number | Priority date | Publication date | Assignee | Title |
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US479451A (en) * | 1892-07-26 | oehrle | ||
US797173A (en) * | 1904-11-15 | 1905-08-15 | Levi Shell | Tile-mold. |
US818158A (en) * | 1905-01-03 | 1906-04-17 | J Et A Pavin De Lafarge Soc | Machine for manufacturing pipes or conduits from cement, &c. |
US860144A (en) * | 1905-09-15 | 1907-07-16 | Miracle Pressed Stone Company | Core or inner casing for concrete-pipe molds. |
US809504A (en) * | 1905-09-28 | 1906-01-09 | Henningsen & Jensen | Mold-forming mechanism. |
US861106A (en) * | 1906-12-07 | 1907-07-23 | George Georgenson | Mold for sewers. |
US954696A (en) * | 1909-05-05 | 1910-04-12 | William Prilliman | Adjustable frame for building concrete culverts, cisterns, and the like. |
US1171641A (en) * | 1910-06-13 | 1916-02-15 | George W Priest | Contracting core for cement-lined pipe. |
US2683912A (en) * | 1952-03-07 | 1954-07-20 | Peter V H Serrell | Collapsible concrete pipe mold |
US2707814A (en) * | 1952-08-25 | 1955-05-10 | Thomas Steel Forms Inc | Apparatus for casting |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3074140A (en) * | 1960-04-18 | 1963-01-22 | Martin Marietta Corp | Means for forming voids in concrete products |
US3210039A (en) * | 1960-08-25 | 1965-10-05 | Long Construction Co | Expandable core-former |
US3180000A (en) * | 1961-12-22 | 1965-04-27 | Bossner Josef | Formwork for manufacturing prestressed hollow concrete bodies |
US3146510A (en) * | 1962-02-26 | 1964-09-01 | Basalt Rock Company Inc | Mold for casting elongated hollow objects |
US3279740A (en) * | 1965-07-19 | 1966-10-18 | Long Construction Co | Expandable core-former |
US3279739A (en) * | 1965-07-19 | 1966-10-18 | Long Construction Co | Expandable core-former |
US3266767A (en) * | 1965-07-19 | 1966-08-16 | Leonard D Long | Expandable core-former |
US4233020A (en) * | 1979-03-13 | 1980-11-11 | Owens-Corning Fiberglas Corporation | Collapsible mandrel |
US4462535A (en) * | 1981-04-23 | 1984-07-31 | Amca International Corporation | Apparatus and process for manufacture of tunnel tubes |
US4462787A (en) * | 1983-02-01 | 1984-07-31 | Bogardus Jr Carl R | Cantilevered mandrel assembly |
US5139404A (en) * | 1989-07-11 | 1992-08-18 | International Pipe Machinery Corporation | Apparatus for making lined pipe |
US20120015066A1 (en) * | 2004-01-06 | 2012-01-19 | Iowa State University Research Foundation, Inc. | Polymer mortar composite pipe material and manufacturing method |
US8672666B2 (en) * | 2004-01-06 | 2014-03-18 | Iowa State University Research Foundation, Inc. | Polymer mortar composite pipe material and manufacturing method |
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