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US2435052A - Apparatus and method for molding circular concrete tanks - Google Patents

Apparatus and method for molding circular concrete tanks Download PDF

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Publication number
US2435052A
US2435052A US529982A US52998244A US2435052A US 2435052 A US2435052 A US 2435052A US 529982 A US529982 A US 529982A US 52998244 A US52998244 A US 52998244A US 2435052 A US2435052 A US 2435052A
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tank
smoothing
recess
circular
concrete
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US529982A
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Parrett Frank
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/02Containers for fluids or gases; Supports therefor
    • E04H7/18Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material

Definitions

  • This invention relates to a novel method of constructing circular open-top concrete water tanks and the like, and to a novel apparatus therefor.
  • the primary object of the invention is to eliminate the need of erectin molds in constructing circular concrete or like tanks, thereby expediting the work and reducing the labor and expense thereof.
  • Another object is to provide a simple and efficient apparatus or device for smoothing the inner and outer surfaces of the circular wall and the upper surface of the bottom wall of a tank as the construction of the tank proceeds according to the present method.
  • Figure 1 is a top plan View of a partially completed tank being constructed in accordance with the method and by use of the apparatus embody- -ing the present invention.
  • Figure 2 is an enlarged fragmentary vertical section taken on line 2-2 of Figure 1.
  • a circular recess 5 has been formed in the surface of the ground, corresponding to the desired diameter of the base of the tank and a radial drain pipe 6 has been laid substantially horizontally in the ground to extend from the center of the recess 5 to a point outwardly beyond the periphery of the recess.
  • the inner endof drain pipe 6 has a vertical extension I of a length greater than the height of the tank to be constructed and located centrally of the recess 5.
  • vertical rods 8 have their lower ends set in the ground within and adjacent the periphery of the recess 5 so that they will be located in the circular wall of the tank, intermediate the inner and outer surfaces thereof, when said wall is erected.
  • a circular strip of wire mesh fabric 9 is then placed about and anchored to the rods 8.
  • a layer of concrete of mortar-like consistency is then placed on the ground at the margin of the recess 5, this layer being of several inches in height and roughly approximately the desired thickness of the circular wall of the tank.
  • a rotatable smoothing device to be presently described and using the drain pipe extension I as its axis of rotation, is then rotated entirely about the recess 5 so as to smooth the inner and outer surfaces of the layer by removing some excess material and trowelling some of it into any depressions left in the surfaces.
  • Other layers are then successively applied, one upon the other, and smoothed in-the same way, until the circular wall ID is of the desired height.
  • the smoothing device consists of a vertical tubular elongated hub I2 of a size to rotatably fit on the drain pipe extension I and of a length slightly greater than the height of the circular wall I 0 of the tank.
  • Arms l3 and I4 are fixed to and radiate from the hub I2, one above the other, the arm I l being on the lower end of hub I2 and constituting the element for smoothing the upper surface of the bottom wall II of the tank.
  • Fixed to and depending from the outer end portion of the arm I3, which is fixed to the upper end of hub I2, are smoothing bars I5 and It for the inner and outer surfaces of the circular wall III of the tank.
  • the arm I4 has its outer end attached to the lower end of bar I5, and said arm I4 and bar I5 may be inclined so that the bottom wall II may increase in thickness outwardly from its center and the wall III may decrease in thickness upwardly, as shown.
  • the bar I6 may be radially adjustable, as at I 1, relative to bar I5, to permit varying the thickness of wall Ill.
  • arms I3 and I I may be adjustable in length, as at I8 and I9, to permit use of the smoothing device for tanks of different diameters. It will be evident that by grasping the outer end of arm I3, the smoothing device may be rotated completely about the extension I to smooth the surfaces, as described.
  • the herein described method of constructing an outdoor circular concrete water tank which consists of first forming a circular recess in the ground, then laying a drain pipe in the ground radially of the recess and providing the pipe with a vertical extension centrally of the recess, placing successive layers of concrete or mortar-like consistency one upon the other at the margin of said recess to form the circular wall of the tank without the aid of forms or molding means, then placing a further layer of the concrete in the recess to form the bottom of the tank, successively shaping and smoothing the inner and outer surfaces of the first-named layers before the latter hardens, bysmoothing barsrotatable about said drain pipe zextension, andrsmoothing the upper surface of said further layer before the latter hardens by means of a smoothing arm rotatable about said pipe extension with the smoothing bars.
  • :A device for shaping and smoothing the inner and outer surfaces of successive layers of concrete placed to form the circular wall of a tank, comprising a vertical pivot adapted to be placed at the center of the tank, an elongated tubular hub :rotatably fitted upon the vertical pivot, n arm radiating from and fixed to the said "hub, spaced inner and outer smoothing bars depending :irom sai-darm, and substantially corresponding in length to the height of said circular wall, and a second lower arm radiating from said hub and connected to the lower end of the inner smoothing bar-to smooth the upper surfaceoi a layer ofconcreteplacedto form'the bottom of the tank, said arms being adjustable in length.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

Jan. 27, 1948. F. PARRETT 2,435,052
v APPARATUS AND METHOD FOR MOLDING CIRCULAR CONCRETE TANKS Filed April 7, 1944 Patented Jan. 27, 1948 APPARATUS AND METHOD FOR MOLDING CIRCULAR CONCRETE TANKS Frank Parrett, Arapaho, Okla.
Application April 7, 1944, Serial No. 529,982
4 Claims. 1
This invention relates to a novel method of constructing circular open-top concrete water tanks and the like, and to a novel apparatus therefor.
The primary object of the invention is to eliminate the need of erectin molds in constructing circular concrete or like tanks, thereby expediting the work and reducing the labor and expense thereof.
Another object is to provide a simple and efficient apparatus or device for smoothing the inner and outer surfaces of the circular wall and the upper surface of the bottom wall of a tank as the construction of the tank proceeds according to the present method.
Other objects and advantages of the present invention will become apparent from the following description, when considered in connection with the accompanying drawing.
In the drawing:
Figure 1 is a top plan View of a partially completed tank being constructed in accordance with the method and by use of the apparatus embody- -ing the present invention; and
Figure 2 is an enlarged fragmentary vertical section taken on line 2-2 of Figure 1.
In the illustrated embodiment, a circular recess 5 has been formed in the surface of the ground, corresponding to the desired diameter of the base of the tank and a radial drain pipe 6 has been laid substantially horizontally in the ground to extend from the center of the recess 5 to a point outwardly beyond the periphery of the recess. The inner endof drain pipe 6 has a vertical extension I of a length greater than the height of the tank to be constructed and located centrally of the recess 5. If the circular wall of the tank is to be reinforced, as preferred, vertical rods 8 have their lower ends set in the ground within and adjacent the periphery of the recess 5 so that they will be located in the circular wall of the tank, intermediate the inner and outer surfaces thereof, when said wall is erected. A circular strip of wire mesh fabric 9 is then placed about and anchored to the rods 8.
By means of a trowel or the like, a layer of concrete of mortar-like consistency is then placed on the ground at the margin of the recess 5, this layer being of several inches in height and roughly approximately the desired thickness of the circular wall of the tank. A rotatable smoothing device, to be presently described and using the drain pipe extension I as its axis of rotation, is then rotated entirely about the recess 5 so as to smooth the inner and outer surfaces of the layer by removing some excess material and trowelling some of it into any depressions left in the surfaces. Other layers are then successively applied, one upon the other, and smoothed in-the same way, until the circular wall ID is of the desired height. Also, concrete is placed in the recess to form the bottom wall II of the tank, and the upper edge of the circular wall Ill and the upper surface of the bottom Wall II are shaped and smoothed by use of the smoothing device. The smoothing device is then removed, and the walls of the tank are allowed to set and harden. The drain pipe extension I is then cut off at the desired point below the top of the tank to provide the exit for the drain pipe.
As shown, the smoothing device consists of a vertical tubular elongated hub I2 of a size to rotatably fit on the drain pipe extension I and of a length slightly greater than the height of the circular wall I 0 of the tank. Arms l3 and I4 are fixed to and radiate from the hub I2, one above the other, the arm I l being on the lower end of hub I2 and constituting the element for smoothing the upper surface of the bottom wall II of the tank. Fixed to and depending from the outer end portion of the arm I3, which is fixed to the upper end of hub I2, are smoothing bars I5 and It for the inner and outer surfaces of the circular wall III of the tank. The arm I4 has its outer end attached to the lower end of bar I5, and said arm I4 and bar I5 may be inclined so that the bottom wall II may increase in thickness outwardly from its center and the wall III may decrease in thickness upwardly, as shown. The bar I6 may be radially adjustable, as at I 1, relative to bar I5, to permit varying the thickness of wall Ill. Also, arms I3 and I I may be adjustable in length, as at I8 and I9, to permit use of the smoothing device for tanks of different diameters. It will be evident that by grasping the outer end of arm I3, the smoothing device may be rotated completely about the extension I to smooth the surfaces, as described.
From the foregoing description, it will be seen that I have provided a method and apparatus for effectively carrying out the stated objects of the invention.
What I claim is:
1. The herein described method of constructing an outdoor circular concrete water tank, which consists of first forming a circular recess in the ground, then laying a drain pipe in the ground radially of the recess and providing the pipe with a vertical extension centrally of the recess, placing successive layers of concrete or mortar-like consistency one upon the other at the margin of said recess to form the circular wall of the tank without the aid of forms or molding means, then placing a further layer of the concrete in the recess to form the bottom of the tank, successively shaping and smoothing the inner and outer surfaces of the first-named layers before the latter hardens, bysmoothing barsrotatable about said drain pipe zextension, andrsmoothing the upper surface of said further layer before the latter hardens by means of a smoothing arm rotatable about said pipe extension with the smoothing bars. 1
2. The herein described method of'constructing an outdoor circular concrete water tank, which consists of first forming a circular recess in the ground, then laying adrain pipe -1in=the ground radially of the recess and providing the pipe with a vertical extension centrally of the recess, placing successive layers of concrete of mortar-like consistency'oneupon the other'atthe margin of said recess-t 'form the circular wall-of the tank without the aid-of forms or molding means, then- -placingafurther layer -ofthe concrete int-he recess to=form-the bottorn of the tank, successively shaping andsmooth ng theinnerand outer surfaces of*the first-named layers before the latter hardens by snloot-hin bars rotatable about said drain -pipe-extension, and smoothing the upper-surface of saidiurther layer before the latter hardens by means of ,ais-moothing arm rotatable about said pipe 'extensionywith the smoothing bars, and-cutting off-"said extensionso as to leave the lowerportio'n thereof to serve as the inlet to thedrainpipe.
3. device, for shaping and smoothing the inner and outer surfaces; of successive layers of concrete ,plaoedtoiorm the circular wall "of, a tank, comprising a vertical pivot adapted, to be placed at the center of the tanlgan elongated tubular hub rotatably fitted upon the vertical pivot, anarm rad atin m ndfi edi ithe said.
hub, spaced inner and outer smoothing bars depending from said arm and substantially corresponding in lengths to the height of said circular wall, and a second lower arm radiating from said hub and connected to the lower end of the inner smoothing bar to smooth the upper urface of a layelg of concrete placed to form the bottom of the ,an
4. :A :device for shaping and smoothing the inner and outer surfaces of successive layers of concrete placed to form the circular wall of a tank, comprising a vertical pivot adapted to be placed at the center of the tank, an elongated tubular hub :rotatably fitted upon the vertical pivot, n arm radiating from and fixed to the said "hub, spaced inner and outer smoothing bars depending :irom sai-darm, and substantially corresponding in length to the height of said circular wall, and a second lower arm radiating from said hub and connected to the lower end of the inner smoothing bar-to smooth the upper surfaceoi a layer ofconcreteplacedto form'the bottom of the tank, said arms being adjustable in length.
FRANK PARRETT.
REFERENCES CITED The following; references are of" record in the file ofthis patent:
UNITED STATES PATENTS Germany Apr. 23, 1912
US529982A 1944-04-07 1944-04-07 Apparatus and method for molding circular concrete tanks Expired - Lifetime US2435052A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3367083A (en) * 1966-07-08 1968-02-06 Billy L. Woods Circular building structure
US3402648A (en) * 1966-09-15 1968-09-24 Gen Stone And Materials Corp Leveling machine
US3451359A (en) * 1967-10-02 1969-06-24 Luther Ellis Glasgow Crumb crust shaper
US4843778A (en) * 1987-05-01 1989-07-04 The Crom Corporation Elongated prestressed concrete tank and method of constructing same
US5059067A (en) * 1989-11-01 1991-10-22 Mccoy James M Method for forming a curved interior profile to a cementitious material
WO2006039397A1 (en) * 2004-09-29 2006-04-13 Black Kenneth R Method and apparatus for making a sloped surface
US20100189500A1 (en) * 2005-12-09 2010-07-29 Lura Enteprises, Inc. Power roller screed with multiple screed rollers
DE102021113019B4 (en) 2020-09-04 2023-01-26 Municipal Environmental Protection Engineering Co., Ltd Of Crec Shanghai Group Adjustable automatic flattening device for a conical pool body

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE246046C (en) *
US782797A (en) * 1904-03-12 1905-02-14 John M Phelan Machine for making cement or concrete catch-basins.
US787157A (en) * 1904-09-12 1905-04-11 James Tabb Donahoo Apparatus for forming cement tanks.
US1021927A (en) * 1911-05-27 1912-04-02 Thomas J Harrison Fountain-mold.
US1103863A (en) * 1912-07-25 1914-07-14 Albert H Eminger Method and apparatus for forming curved walls.
US2292876A (en) * 1941-02-04 1942-08-11 Glenn V Gladville Silo
US2331657A (en) * 1942-04-14 1943-10-12 John M Crom Method of and apparatus for constructing tanks and the like
US2339892A (en) * 1941-10-20 1944-01-25 William E Urschel Machine for building walls

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE246046C (en) *
US782797A (en) * 1904-03-12 1905-02-14 John M Phelan Machine for making cement or concrete catch-basins.
US787157A (en) * 1904-09-12 1905-04-11 James Tabb Donahoo Apparatus for forming cement tanks.
US1021927A (en) * 1911-05-27 1912-04-02 Thomas J Harrison Fountain-mold.
US1103863A (en) * 1912-07-25 1914-07-14 Albert H Eminger Method and apparatus for forming curved walls.
US2292876A (en) * 1941-02-04 1942-08-11 Glenn V Gladville Silo
US2339892A (en) * 1941-10-20 1944-01-25 William E Urschel Machine for building walls
US2331657A (en) * 1942-04-14 1943-10-12 John M Crom Method of and apparatus for constructing tanks and the like

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3367083A (en) * 1966-07-08 1968-02-06 Billy L. Woods Circular building structure
US3402648A (en) * 1966-09-15 1968-09-24 Gen Stone And Materials Corp Leveling machine
US3451359A (en) * 1967-10-02 1969-06-24 Luther Ellis Glasgow Crumb crust shaper
US4843778A (en) * 1987-05-01 1989-07-04 The Crom Corporation Elongated prestressed concrete tank and method of constructing same
US5059067A (en) * 1989-11-01 1991-10-22 Mccoy James M Method for forming a curved interior profile to a cementitious material
WO2006039397A1 (en) * 2004-09-29 2006-04-13 Black Kenneth R Method and apparatus for making a sloped surface
US20070256393A1 (en) * 2004-09-29 2007-11-08 Black Kenneth R Method and Apparatus for Making a Sloped Surface
US7470083B2 (en) 2004-09-29 2008-12-30 Black Kenneth R Method and apparatus for making a sloped surface
US20100189500A1 (en) * 2005-12-09 2010-07-29 Lura Enteprises, Inc. Power roller screed with multiple screed rollers
US7959374B2 (en) * 2005-12-09 2011-06-14 Lura Enterprises, Inc. Power roller screed with circular pour attachment
DE102021113019B4 (en) 2020-09-04 2023-01-26 Municipal Environmental Protection Engineering Co., Ltd Of Crec Shanghai Group Adjustable automatic flattening device for a conical pool body

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