US1339062A - Tank and method of forming the same - Google Patents

Tank and method of forming the same Download PDF

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Publication number
US1339062A
US1339062A US292141A US29214119A US1339062A US 1339062 A US1339062 A US 1339062A US 292141 A US292141 A US 292141A US 29214119 A US29214119 A US 29214119A US 1339062 A US1339062 A US 1339062A
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tank
ring
foundation
forming
fluid
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US292141A
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Raymond D Johnson
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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
    • E04H7/04Containers for fluids or gases; Supports therefor mainly of metal
    • E04H7/06Containers for fluids or gases; Supports therefor mainly of metal with vertical axis

Definitions

  • This invention relates to the construction of fluid reservoirs and particularly to the formation of large metal tanks or containers in such manner as to allow for relative distortion between the sides and bottom.
  • Such a tank when filled with fluid expands or stretches in diameter to a greater degree than it is possible for the bottom to stretch, and in fact if the bottom is made of concrete it does not stretch at all.
  • the greater stretching of the sides relative to the bottom sets up stresses at the point of connection between the sides and the bottom which cause a leakage often difficult or impossible to overcome.
  • an intermediate member is provided between the elastic metal sides and the rigid bottom partaking of the movement of the former and maintaining a tight fit with the latter by utiliz-- ing the fact that smooth, accurately fitting surfaces under sufficient pressure may be relatively shiftable without permitting leakage of the fluid between them. In this way the stresses between the parts are made negligible and a durable, fluid-tight tank is provided.
  • Figure 1 is a vertical section of a tank constructed in accordance with this invention
  • Fig. 2 is a view on enlarged scale of a portion of Fig. 1, showing a modification and Fig. 3 is a vertical section illustrating the method of formation of the tank shown in Figs. 1 and 2.
  • an intermediate wall or ring 6 is provided between the metal cylinder 5 and the foundation 4 reinforcing the cylinder and moving with it and having a fluid-tight sliding fit at 7 with the bottom.
  • the ring 6 is preferably of cement, concrete or similar matedanger of causing leakage by rupture at the j oint.
  • the smooth surface contact 7 is kept un-' der sufficient pressure to form a leak-proof joint and the unit pressure here is preferably greater than the unit pressure of the reservoir water at the same point, so that any water finding its way between the surfaces will not be able to raise the ring. If necessary to secure this preponderance of unit pressure the outer corner of the ring may be cut away as shown at 15 in Fig. 2, thus concentrating on the reduced surface 7 the weight of the cylinder and ring and of the column of water above the surface 6 of the ring. At all levels of the fluid in the reservoir the pressure'between the surfaces at 7 will necessarily exceed the fluid pressure at that point. assuming that the material of the tank and ring exceeds the fluid inspecific gravity.
  • the structure of this invention avoids the failure of the tank at the juncture of the sides and bottom and maintains a permanent fluid-tight oint. It is also simple and readily constructed and may be built up at the tank site. As illustrated in Fig. 3 after the foundation 4 has been finished and the tank shell 5 or the lower part of it c0mpleted the shell is suspended in spaced relation to the foundation by three or more horizontal bars 16 on supporting legs or posts 17; between these posts the forms 20 shape a curved trough into which the concrete for the ring 6 is poured embedding reinforcing rods and the lower end of the cylinder shell, the smooth surface l of the foundation having been previously troweled hard, coated, or otherwise protected from adhesion to the concrete of the ring (3.
  • the ring 6 has hardened, the forms and supports are removed and the reservoir upon completion of theshell is ready for use. It is obvious that other material may be used for the ring and foundation instead of concrete or cement which however, is particularly advantageous in that it may be cast in place between the tank and its foundation.
  • a tank or reservoir the combination with a metal cylinder for containing a liquid, of a bottom therefor comprising a hori zontal base from which said cylinder is spaced, said base having a smooth annular surface, and a relatively low annular ring of concrete fitted between said cylinder and said base to slide 011 said base surface'and embedding the lower edge of said metal tank and adapted to stretch therewith under pressure of the liquid in said tank.
  • a fluid tank or reservoir comprising a top cylinder of metal, a foundation having a smooth circular surface, a relatively low intermediate annular wall of: concrete embedding the end of said cylinder and having a smooth. under surface of an area such that its unit pressure will exceed the unit pressure of the column of water above it when the tank is full, said annular wall being fitted accurately to the surface of said foundation to permit relative movement between the parts while retaining fluid in said tank.
  • a tankor reservoir comprising formin a cylindrical metal ring and a bottom foundation, 'sustaining the ring in spacedrelation to said foundation, forming a concrete wall embedding the end of said ring and separated from said foundation by a thin space permitting relative motion without leakage, and adding an upper portion to said ring to com-- plete said tank.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

H. D. JOHNSON.
TANK AND METHOD OF FORMING THE SAME. APPL|CATION FILED APR. 23. 1919.
1,339,062. O e ed M y 4,1920."
UNITED STATES PATENT OFFICE.
RAYMOND D. JOHNSON, OF SEA GATE, CONEY ISLAND, NEW YORK.
TANK AND METHOD OF FORMING THE SAME.
Application filed April 23, 1919.
To all whom it may concern.
Be it known that I, RAYMOND D. JOHN- son a citizen of the United States, residing at Sea Gate, Coney Island. in the county of Kings and State of New York, have invented certain new and useful Improvements in Tanks and Methods of Forming the Same of which the following is a specification.
This invention relates to the construction of fluid reservoirs and particularly to the formation of large metal tanks or containers in such manner as to allow for relative distortion between the sides and bottom.
Such a tank when filled with fluid expands or stretches in diameter to a greater degree than it is possible for the bottom to stretch, and in fact if the bottom is made of concrete it does not stretch at all. The greater stretching of the sides relative to the bottom sets up stresses at the point of connection between the sides and the bottom which cause a leakage often difficult or impossible to overcome.
By the structure of this invention and the method of its formation an intermediate member is provided between the elastic metal sides and the rigid bottom partaking of the movement of the former and maintaining a tight fit with the latter by utiliz-- ing the fact that smooth, accurately fitting surfaces under sufficient pressure may be relatively shiftable without permitting leakage of the fluid between them. In this way the stresses between the parts are made negligible and a durable, fluid-tight tank is provided.
In the accompanying drawings,
Figure 1 is a vertical section of a tank constructed in accordance with this invention,
Fig. 2 is a view on enlarged scale of a portion of Fig. 1, showing a modification and Fig. 3 is a vertical section illustrating the method of formation of the tank shown in Figs. 1 and 2.
In the embodiment of the invention shown in the drawings 4 is a foundation bottom preferably of concrete and 5 is a metal cylinder forming the top of the reservoir. Fluid in the reservoir will tend to expand or stretch the metal cylinder sides 5 particularly at the bottom where the pressure is greatest and just where the sides of the reservoir meet the rigid unstretchable bottom Specification of Letters Patent.
Patented May 4, 1920.
Serial No. 292,141.
1, so that the stresses encountered here in practice have necessitated troublesome and expensive construction to avoid rupture and leakage.
By the structure of this invention an intermediate wall or ring 6 is provided between the metal cylinder 5 and the foundation 4 reinforcing the cylinder and moving with it and having a fluid-tight sliding fit at 7 with the bottom. The ring 6 is preferably of cement, concrete or similar matedanger of causing leakage by rupture at the j oint.
The smooth surface contact 7 is kept un-' der sufficient pressure to form a leak-proof joint and the unit pressure here is preferably greater than the unit pressure of the reservoir water at the same point, so that any water finding its way between the surfaces will not be able to raise the ring. If necessary to secure this preponderance of unit pressure the outer corner of the ring may be cut away as shown at 15 in Fig. 2, thus concentrating on the reduced surface 7 the weight of the cylinder and ring and of the column of water above the surface 6 of the ring. At all levels of the fluid in the reservoir the pressure'between the surfaces at 7 will necessarily exceed the fluid pressure at that point. assuming that the material of the tank and ring exceeds the fluid inspecific gravity.
The structure of this invention avoids the failure of the tank at the juncture of the sides and bottom and maintains a permanent fluid-tight oint. It is also simple and readily constructed and may be built up at the tank site. As illustrated in Fig. 3 after the foundation 4 has been finished and the tank shell 5 or the lower part of it c0mpleted the shell is suspended in spaced relation to the foundation by three or more horizontal bars 16 on supporting legs or posts 17; between these posts the forms 20 shape a curved trough into which the concrete for the ring 6 is poured embedding reinforcing rods and the lower end of the cylinder shell, the smooth surface l of the foundation having been previously troweled hard, coated, or otherwise protected from adhesion to the concrete of the ring (3. \Vhen the ring 6 has hardened, the forms and supports are removed and the reservoir upon completion of theshell is ready for use. It is obvious that other material may be used for the ring and foundation instead of concrete or cement which however, is particularly advantageous in that it may be cast in place between the tank and its foundation.
I claim 1. In a tank or reservoir the combination with a metal cylinder for containing a liquid, of a bottom therefor comprising a hori zontal base from which said cylinder is spaced, said base having a smooth annular surface, and a relatively low annular ring of concrete fitted between said cylinder and said base to slide 011 said base surface'and embedding the lower edge of said metal tank and adapted to stretch therewith under pressure of the liquid in said tank.
2. A fluid tank or reservoir comprising a top cylinder of metal, a foundation having a smooth circular surface, a relatively low intermediate annular wall of: concrete embedding the end of said cylinder and having a smooth. under surface of an area such that its unit pressure will exceed the unit pressure of the column of water above it when the tank is full, said annular wall being fitted accurately to the surface of said foundation to permit relative movement between the parts while retaining fluid in said tank.
3. The method of forming a tank or reservoir comprising forming a cylindrical metal ring and a bottom foundation, sustaining the ring in spaced relation to said foundation, and forming a concrete wall embldi ng the end of said ring and separated. from said foundation by a thin space permitting rela tive motion without leakage.
4. The method of forming a tankor reservoir comprising formin a cylindrical metal ring and a bottom foundation, 'sustaining the ring in spacedrelation to said foundation, forming a concrete wall embedding the end of said ring and separated from said foundation by a thin space permitting relative motion without leakage, and adding an upper portion to said ring to com-- plete said tank.
RAYMOND D. JOHNSON.
US292141A 1919-04-23 1919-04-23 Tank and method of forming the same Expired - Lifetime US1339062A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2488708A (en) * 1946-06-05 1949-11-22 Erling A Clemetsen Outdoor sweimming pool
US3423264A (en) * 1965-03-29 1969-01-21 Chevron Res Method of building a corrosionresistant storage tank
US20100154318A1 (en) * 2008-12-23 2010-06-24 Chevron U.S.A. Inc. Ring beam and method for constructing the same
US20230091069A1 (en) * 2021-09-21 2023-03-23 Cst Industries, Inc. Storage Tank with Annulus

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2488708A (en) * 1946-06-05 1949-11-22 Erling A Clemetsen Outdoor sweimming pool
US3423264A (en) * 1965-03-29 1969-01-21 Chevron Res Method of building a corrosionresistant storage tank
US20100154318A1 (en) * 2008-12-23 2010-06-24 Chevron U.S.A. Inc. Ring beam and method for constructing the same
US20230091069A1 (en) * 2021-09-21 2023-03-23 Cst Industries, Inc. Storage Tank with Annulus

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