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US1597220A - Process and apparatus for making concrete pipe - Google Patents

Process and apparatus for making concrete pipe Download PDF

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Publication number
US1597220A
US1597220A US59512A US5951225A US1597220A US 1597220 A US1597220 A US 1597220A US 59512 A US59512 A US 59512A US 5951225 A US5951225 A US 5951225A US 1597220 A US1597220 A US 1597220A
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United States
Prior art keywords
pipe
core
water
concrete
mold
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Expired - Lifetime
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US59512A
Inventor
Tuerck Oscar
William J Mackenzie
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TUERCK MACKENZIE Co
TUERCK-MACKENZIE Co
Original Assignee
TUERCK MACKENZIE Co
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Application filed by TUERCK MACKENZIE Co filed Critical TUERCK MACKENZIE Co
Priority to US59512A priority Critical patent/US1597220A/en
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Publication of US1597220A publication Critical patent/US1597220A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/02Methods or machines specially adapted for the production of tubular articles by casting into moulds
    • B28B21/10Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means
    • B28B21/12Methods or machines specially adapted for the production of tubular articles by casting into moulds using compacting means tamping or ramming the material or the mould elements
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S425/00Plastic article or earthenware shaping or treating: apparatus
    • Y10S425/121Projection

Definitions

  • This invention relates to improved processes and apparatus for forming concrete pipe and has for its rinciple object to provide a novel methoc of molding concrete pipe of superior quality throughout capable of withstanding all ordinary handling in its formative stages and which will be provided with a closer-grained, floated or troweled inner surface having increased density and impermeability particularly adapted for conduits of liquids under pressure, such as is necessary in irrigation work and for sewers.
  • Figure 1 is a view in side elevation of a concrete pipe making machine incorporated with which is the apparatus for carrying out our invention, partly broken away.
  • Fig. 3 is a view in cross section of a pipemold and partially completed pipe therein illustrating the process.
  • the reference numeral 1 indicates the base of a machine for forming concrete pipe and 2 a vertically disposed standard rigid with said base.
  • 3 indicates a turntable rotatably mounted upon said base and actuated through a shaft 4t by power applied through a pulley 5.
  • a sectional mold 6 of cylindrical configuration is supported upon said turntable to rotate therewith.
  • a non-rotatable core 7 is rigid with a square shaft 8 and is movable vertically into concentric rela-tion within said mold.
  • the upper end of shaft 8 is slidably supported in the outer end of an arm 9 rigidly secured to the standard 2.
  • a pipe 10 connected to a source of water supply under pressure is supported upon the standard 2 and the arm 9 from wnose outer extremity it is extended, as at 11, to overlie the outer perimeter of the largest sizes of pipe made upon the machine and is thence directed vertically downward at 12 terminating in a fitting 13 to which a relatively short length of flexible hose 14E may be attached.
  • the portion 12 of said pipe is positioned outwardly of the core 7 so that it will not interfere with the vertical movements of the core.
  • a spray-nozzle 15 is connected to the lower end of the hose 14 and is provided with a self-closing valve therein of any suitable type, not shown, which may be actuated by depressing an external lever 16 to open said valve and emit a finely divided spray of water.
  • a shut-o valve 17 may be included in the pipe-portion 12.
  • a mixing containerlS isvpositioned vhai/ing a rotatable mixing device 19 therein.
  • a pipe 2O leads from the bottom of said container downwardly within proximity of the lower end of the pipe l2 where a short flexible hose 2l is connected.
  • a valve 22 in the pipe 2O is positioned within convenient reach of the operator.
  • the concrete mixture to form the body walls of the pipe is prepared in the usual way in mixing apparatus, not shown, wherefrom the supply is controlled by the operator. Such mixture is combined with sufficient water to make what is usually termed a dry mix, that is, enough moisture is provided therein to cause the cement to set but containing little water over that necessary amount.
  • the said mixture With the turntable and exterior mold in rotation with the core 7 held stationary the said mixture is allowed to pour into the annular molding space 23 and is mechanically tamped in the usual manner.
  • the operator manipulates the spray-nozzle l5 and directs a spray of water against the upper end of the core 7 which runs downwardly thereon in a thin lilm and mingles with the concrete mixture that adjoins the surface of the core.
  • the pipe material 24 being tamped and molded into a pipe section rotates with the mold and the water thus caused to ow downwardly and spread over a considerable area of the core is taken up by the concrete, being absorbed evenly throughout the revolving mass of relatively dry material to a relatively slight depth depending upon the quantity of water used.
  • the depth of penetration of the water will be regulated by the operator in the amount 0f water used which will be spread and distributed evenly about the pipe and to a uniform depth.
  • the water is thoroughly and evenly incorporated into the mixture by the movement of the forming pipe relative to the core-surface and the disturbance thereby caused in the material next to core-surface.
  • Such material being given an additional amount 0f water as described is more plastic and admits of this disturbanceor mixing 'effect being more active and results in a' more finely troweled, closegrained texture upon the inner surface of the pipe than would otherwise be the case.
  • the top of the pipe-material is sprayed with water or with the neat cement from the pipe 20 or with both water and the cement mixture through which two results are obtained.
  • the bell-core is placed in position and being secured to the core 7 remains stationary and works upon the wet material thereunder to form a clean-cut, well-worked shoulder 26 which is strong and perfect to make a good connection with the spigot end of the adjoining pipe-section when laid in a conduit.
  • the addition of water or cement solution at the lower end of the bell of the pipe lends an element of added strength at this region where fracture is sometimes experienced.
  • the container 1S a relatively thin, neat mixture of cement and water is mixed and maintained which flows by gravity through the pipe 20 ⁇ and hose 2l and is applied by the operator in the same manner as heretofore indicated with respect to the use of water.
  • the core-wall may be sprayed with the cement mixture in place of water and he may incorporate a portion of this richer mixture in certain portions of the pipe as it is being made to increase the tensile strength of certain parts'tliat may be more subject to strain or damage. For instance, it may be applied to the base of the bell-portion of the pipe, as has been described, or at the spigot end 27 and in finishing the cxtreme upper end 2S of the pipe.
  • a pipe formed by our process is provided with a body wall of relatively firm, dry material as a base capable of withstanding the strains of handling and stripping' from the mold while in its raw state to the best advantage and given while in the process of formation an inner lining homogeneous therewith of wetter' consistency which is worked and troweled into the surface material by its rotating movement against the core.
  • the line grained texture of such interior surface extending into the pipe from one-eighth to a quarter of an inch in depth provides a pipe especially adapted for irrigation and sewer purposes in being sufficiently impervious to water to withstand the highest tests of permeability and pressure.
  • the present process admits of the operator in actual charge of the pipe-making controlling practically all of the conditions in the manufacture of the pipe including the mixture of the material.
  • the cement body material of the pipe may be supplied with a water content at or near the minimum and he can apply the additional water into the body material as it is fed into the mold if irlhis judgment added water would be desira e.
  • the herein described process ot making concrete pipe, consisting in depositing concrete material within a mold having a revolving outer part and a stationary core, and spraying the core with water to combine with the rotating concrete material next the core-surface.
  • a concrete pipe-making machine including a trame, a turntable, a circular mold upon said turntable, and a stationary core in said mold, ot means to spray said core with water.
  • a trame ay turntable, a circular mold upon said turntable, and a stationary core in said mold, of a pipe to convey water trom a source of supply under pressure, a flexible hose connected at one end to said pipe, and a self-closing spray-nozzle at the opposite end ot said hose.

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

Aug. 24 1926; 1,597,220
o. TUERCK .ET Aa.
PROCESS AND'APPRATUS EGR MAKING CONCRETE PIPE Filed 4Sepn. 30, 1925 Patented Aug. 24, 1926.
UNITED STATES OFFICE.v
OSCAR TUERCK AND WILLIAM J. MACKENZE, 0F PORTLAND, OREGON, ASSIGNORS TO TUERCK-MACKENZIE COMPANY, 0F PORTLAND, OREGON, A CORPORATION.
EROCESS AND APPARATUS FOR MAKING CONCRETE PIPE.
Application filed September 30, 1925.
This invention relates to improved processes and apparatus for forming concrete pipe and has for its rinciple object to provide a novel methoc of molding concrete pipe of superior quality throughout capable of withstanding all ordinary handling in its formative stages and which will be provided with a closer-grained, floated or troweled inner surface having increased density and impermeability particularly adapted for conduits of liquids under pressure, such as is necessary in irrigation work and for sewers.
It is the further object of our invention to provide a method of making pipe having walls of plastic concrete material of relatively dry niixture to render it firm and stable to better withstand the ordeal of removal of the mold and yard-handling in its green states and to form said pipe with an inner, integral lining of wetter or richer mixture due to the application of water to the inner pipe-mold or core and which penetrates the pipe-wall to some extent under the relative movement of the pipe and the core.
It is the further object of the invention to supply a mixture of thin, neat cement to the interior `of the pipe being formed or to part-icular parts of the pipe requiring additional strength or perfection, or to the entire mixture forming the body of the pipe, thus giving into the hands of the operator in control of the pipe-making machine complete mastery of the conditions entering into the pipe structure and admitting of his correcting certain adverse conditions of the material supplied to the machine without shutadown of the machine or delay.
Other objects and advantages of the invention, and objects relating to improved effects obtained by our invention in improved quality of the pipe produced; its especial adaptation for the production of pipe having high resistance to seepage or penetration; avoidance of scouring and undue wear upon the core; obtaining stronger and more perfect pipe-ends both at the bell and spigot-ends; prevention of high temperatures and the reduction of friction between the pipe and the core whereby burning of the pipe is avoided and larger sizes of pipe may be made with the same expenditure of power as hitherto; these and other objects and incidental advantages will be Serial No. 59,512.
readily apparent in the course of the detailed description to follow.
The accompanying drawings illustrate by way of example apparatus of my invention adapted to carry out our invention, in which:
Figure 1 is a view in side elevation of a concrete pipe making machine incorporated with which is the apparatus for carrying out our invention, partly broken away.
2 a plan view of the same.
Fig. 3 is a view in cross section of a pipemold and partially completed pipe therein illustrating the process.
The apparatus by which our process may be carried out may be described as follows: Referring to said views, the reference numeral 1 indicates the base of a machine for forming concrete pipe and 2 a vertically disposed standard rigid with said base. 3 indicates a turntable rotatably mounted upon said base and actuated through a shaft 4t by power applied through a pulley 5. A sectional mold 6 of cylindrical configuration is supported upon said turntable to rotate therewith. A non-rotatable core 7 is rigid with a square shaft 8 and is movable vertically into concentric rela-tion within said mold. The upper end of shaft 8 is slidably supported in the outer end of an arm 9 rigidly secured to the standard 2.
A pipe 10 connected to a source of water supply under pressure is supported upon the standard 2 and the arm 9 from wnose outer extremity it is extended, as at 11, to overlie the outer perimeter of the largest sizes of pipe made upon the machine and is thence directed vertically downward at 12 terminating in a fitting 13 to which a relatively short length of flexible hose 14E may be attached. The portion 12 of said pipe is positioned outwardly of the core 7 so that it will not interfere with the vertical movements of the core. A spray-nozzle 15 is connected to the lower end of the hose 14 and is provided with a self-closing valve therein of any suitable type, not shown, which may be actuated by depressing an external lever 16 to open said valve and emit a finely divided spray of water. A shut-o valve 17 may be included in the pipe-portion 12.
Conveniently located above the machine a mixing containerlS isvpositioned vhai/ing a rotatable mixing device 19 therein. A pipe 2O leads from the bottom of said container downwardly within proximity of the lower end of the pipe l2 where a short flexible hose 2l is connected. A valve 22 in the pipe 2O is positioned within convenient reach of the operator.
Our new process and method of forming concrete pipe may be described as follows:
' The concrete mixture to form the body walls of the pipe is prepared in the usual way in mixing apparatus, not shown, wherefrom the supply is controlled by the operator. Such mixture is combined with sufficient water to make what is usually termed a dry mix, that is, enough moisture is provided therein to cause the cement to set but containing little water over that necessary amount.
With the turntable and exterior mold in rotation with the core 7 held stationary the said mixture is allowed to pour into the annular molding space 23 and is mechanically tamped in the usual manner. The operator then manipulates the spray-nozzle l5 and directs a spray of water against the upper end of the core 7 which runs downwardly thereon in a thin lilm and mingles with the concrete mixture that adjoins the surface of the core.
The pipe material 24 being tamped and molded into a pipe section rotates with the mold and the water thus caused to ow downwardly and spread over a considerable area of the core is taken up by the concrete, being absorbed evenly throughout the revolving mass of relatively dry material to a relatively slight depth depending upon the quantity of water used. The depth of penetration of the water will be regulated by the operator in the amount 0f water used which will be spread and distributed evenly about the pipe and to a uniform depth. The water is thoroughly and evenly incorporated into the mixture by the movement of the forming pipe relative to the core-surface and the disturbance thereby caused in the material next to core-surface. Such material being given an additional amount 0f water as described is more plastic and admits of this disturbanceor mixing 'effect being more active and results in a' more finely troweled, closegrained texture upon the inner surface of the pipe than would otherwise be the case.
As the top of the pipe is approached and at or about the level of the pipe as formed when the bell-core 25 is to be placed, as indicated by line A-A of Fig. 3, the top of the pipe-material is sprayed with water or with the neat cement from the pipe 20 or with both water and the cement mixture through which two results are obtained. After such spraying upon the horizontal surface of the material the bell-core is placed in position and being secured to the core 7 remains stationary and works upon the wet material thereunder to form a clean-cut, well-worked shoulder 26 which is strong and perfect to make a good connection with the spigot end of the adjoining pipe-section when laid in a conduit. Again, the addition of water or cement solution at the lower end of the bell of the pipe lends an element of added strength at this region where fracture is sometimes experienced.
ln the container 1S a relatively thin, neat mixture of cement and water is mixed and maintained which flows by gravity through the pipe 20 `and hose 2l and is applied by the operator in the same manner as heretofore indicated with respect to the use of water. At his discretion the core-wall may be sprayed with the cement mixture in place of water and he may incorporate a portion of this richer mixture in certain portions of the pipe as it is being made to increase the tensile strength of certain parts'tliat may be more subject to strain or damage. For instance, it may be applied to the base of the bell-portion of the pipe, as has been described, or at the spigot end 27 and in finishing the cxtreme upper end 2S of the pipe.
lt will be seen that a pipe formed by our process is provided with a body wall of relatively firm, dry material as a base capable of withstanding the strains of handling and stripping' from the mold while in its raw state to the best advantage and given while in the process of formation an inner lining homogeneous therewith of wetter' consistency which is worked and troweled into the surface material by its rotating movement against the core. The line grained texture of such interior surface extending into the pipe from one-eighth to a quarter of an inch in depth provides a pipe especially adapted for irrigation and sewer purposes in being sufficiently impervious to water to withstand the highest tests of permeability and pressure. f
Labor and manufacturing costs are reduced in that the pipe is more easily handled after stripping from the mold as the drier mixed material forming the outside of the pipe will not easily lose its shape under usual conditions. Stripping from the mold is more easily accomplished than when the exterior of the pipe is relatively wetter and suc-tion is thereby produced.
The present process admits of the operator in actual charge of the pipe-making controlling practically all of the conditions in the manufacture of the pipe including the mixture of the material. The cement body material of the pipe may be supplied with a water content at or near the minimum and he can apply the additional water into the body material as it is fed into the mold if irlhis judgment added water would be desira e.
The provision of a water spray to be worked into the inner superlicial area of the pipe and against the core causes the pipe to be more easily turned against the core and aords a saving in power and admits of larger pipe sizes being formed upon a given machine. It also reduces the abrasion oi' the material against the core and results in a considerably longer life ot the core with a consequent reduction in cost and repair ot the machine. Also the danger ot overheating or burning the pipe by the friction developed between a dry mixture and the core is entirely obviated as the friction is reduced to a minimum and can be controlled by the amount of water used. At the present time sewer pipe and irrigation pipe are often given an interior coating ot cement laid on by hand after removal from the machine to give a smooth, inner surface ot greater impermeability.
Having described our invention, what we claim, is
l. The herein described process ot making concrete pipe, consisting in depositing concrete material within a mold having a revolving outer part and a stationary core, and spraying the core with water to combine with the rotating concrete material next the core-surface.
2. The herein described process of making concrete pipe, consisting in depositing concrete material within a circular mold and against a concentric core, revolving the outer mold and concrete material deposited therein against the relatively stationary core, and spraying the core with water to combine with the rotating concrete material next the core surface.
3. The herein described process of making concrete pipe, consisting' in forming a concrete pipe section between a revolving outer mold and a stationary core, revolving said pipe-section against the core, and wetting the interior surface of the pipe in contact with the core as the pipe is formed. 4. Theherein described process of making concrete pipe, consisting in forming a concrete pipe-section by depositing concrete material containing a minimum amount of water within a. revolving mold and against a stationary core, and spraying the core with water to combine with the concrete material next the core surface.
5. ilhe herein described process ot male ing concrete pipe, consisting in depositing a relatively dry concrete mixture within a revolving mold to rotate therewith against a stationary core, and wetting the interior surface ot the pipe in contact with the core with water as the pipe is formed.
6. The herein described process of making concrete pipe, consisting in depositing rela tively dry concrete material within a revolving mold and against a stationary core, spraying the core with water to combine with the concrete material next the core surtace, and supplying additional water to other selected portions ot the pipe-section as the same is being i'ormed.
7. The herein described process of making concrete pipe, consisting in depositing concrete material within a circular mold and against a concentric stationary core, and applying a thin mixture ot neat cement and water to the exterior ot said core to comw bine with the material rotating with said mold and against the core.
8. ln a concrete pipe-making machine, including a trame, a turntable, a circular mold upon said turntable, and a stationary core in said mold, ot means to spray said core with water.
9. In a concrete pipe-making machine, a trame, ay turntable, a circular mold upon said turntable, and a stationary core in said mold, of a pipe to convey water trom a source of supply under pressure, a flexible hose connected at one end to said pipe, and a self-closing spray-nozzle at the opposite end ot said hose.
WILLI iM J. MAcKEhTZIl'l. @SCAR TUERCK.
US59512A 1925-09-30 1925-09-30 Process and apparatus for making concrete pipe Expired - Lifetime US1597220A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3217077A (en) * 1962-02-27 1965-11-09 Cocke Hill Method of producing lined concrete pipe
US4249871A (en) * 1978-10-03 1981-02-10 Buyanov Alexei V Plant for producing reinforced-concrete pipes
US4600548A (en) * 1983-01-10 1986-07-15 Vinen Corp. Method of forming the primary core of a prestressed concrete pipe
USRE33101E (en) * 1988-04-21 1989-10-24 Method of forming the primary core of a prestressed concrete pipe

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3217077A (en) * 1962-02-27 1965-11-09 Cocke Hill Method of producing lined concrete pipe
US4249871A (en) * 1978-10-03 1981-02-10 Buyanov Alexei V Plant for producing reinforced-concrete pipes
US4600548A (en) * 1983-01-10 1986-07-15 Vinen Corp. Method of forming the primary core of a prestressed concrete pipe
USRE33101E (en) * 1988-04-21 1989-10-24 Method of forming the primary core of a prestressed concrete pipe

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