US1166987A - Silo. - Google Patents
Silo. Download PDFInfo
- Publication number
- US1166987A US1166987A US1246415A US1246415A US1166987A US 1166987 A US1166987 A US 1166987A US 1246415 A US1246415 A US 1246415A US 1246415 A US1246415 A US 1246415A US 1166987 A US1166987 A US 1166987A
- Authority
- US
- United States
- Prior art keywords
- staves
- silo
- butts
- foundation
- shaped
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D88/00—Large containers
- B65D88/02—Large containers rigid
- B65D88/06—Large containers rigid cylindrical
- B65D88/08—Large containers rigid cylindrical with a vertical axis
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/32—Constructions, with or without perforated walls, depending on the use of specified materials mainly of wood
Definitions
- My invention relates to improvements in wood stave silos in which shaped staves by the use of which I eliminate the tedious method of making adjustments on the sustaining hoops as is nedessary on the common" makes of Wood-stave silos. I attain these objects by the structure shown in the accompanying drawing.
- Figure 1 is an elevation of the structure.
- Fig. 2 is a vertical View of a portion of a wall.
- Fig. 1 a, is a concrete foundation extending into. the ground. y
- b is a part of the foundation extending upward on the inside of the silo wall. 0, wedge-shaped staves resting upon the foundation. cl,wedge shape d staves that are suspended between wedge-shaped staves 0.
- i represents the hoops that sustain the silo wall.
- a silo having edge shaped staves and a concrete foundation, a number of said staves standing vertically with their butts resting on the concrete foundation,the remainder of the staves being supported between the first named staves so that the butts of the second named staves extend some distance above the upper points of the firstnamed staves, and means for drawing the staves together in a longitudinal direction whereby the longitudinal joints fire tightenedf CLARENCE ELLIOTT HEDRIOK.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Heterocyclic Carbon Compounds Containing A Hetero Ring Having Oxygen Or Sulfur (AREA)
Description
C. E. HEDRICK.
SILO.
APPLICATION FILED MAR. 5. ms.
Patented J an. 4, 1916.
CLARENCE ELLIOTT HIE-BRICK, 0F NEWT ON, KANSAS.
SILO.
1 Application filedMarch 5, 1915. Serial No. 12,464.
To all whom it may concern:
Be it known that I, CLARENCE ELLIOTT Hnonion, a citizen of the United States, re siding at Newton, in the county of Harvey and the State'of Kansas, have invented a new and useful Silo, of. which the following is a specification.
My invention relates to improvements in wood stave silos in which shaped staves by the use of which I eliminate the tedious method of making adjustments on the sustaining hoops as is nedessary on the common" makes of Wood-stave silos. I attain these objects by the structure shown in the accompanying drawing.
Figure 1 is an elevation of the structure. Fig. 2 is a vertical View of a portion of a wall.
Similar letters refer to similar parts throughout.
In the accompanying drawing, Fig. 1, a, is a concrete foundation extending into. the ground. y
b, is a part of the foundation extending upward on the inside of the silo wall. 0, wedge-shaped staves resting upon the foundation. cl,wedge shape d staves that are suspended between wedge-shaped staves 0.
e, are anchor cables with which the suspended staves d are forced downward between 0.
f, are turn-buckles.
g, are bolts holding collar h to staves-and also points of attachment for cables 6.
it, is a sustaining collar that passes around the entire circumference of the silo.
i, represents the hoops that sustain the silo wall.
I accomplish this end by using wedgeshaped staves in constructing the walls of the silo, the staves being arranged so that one half of them stand in'a vertical position with their butts resting on the concrete Specification of Letters Patent.
I use wedgev v Patented J an. 4, 1916.
foundation and the other-one half of the staves are placed in a vertical position, suspended between the staves, whose butts rest above the upper ends of the .stav'es that stand on said foundation, all staves being of equal length.
The butts of the staves that extend above are held in position by the use of a rigid, wood or metal, collaror band k that extends around the circumference of the silo. This collar or band is anchored, by means of steel cables or rods, that are equipped with turnbuckles, to bolts, that are set in the concrete foundation, thus making provisions for taking care of the shrinkage in the lumber, comprising the silo wall, by forcing the upper wedge-shaped staves downward, be-
, tween the lower Wedge-shaped staves, whose butts rest on the concrete foundation, in a wedging manner, thereby making the silo Wall tight within the surrounding hoops and thereby eliminating the necessity of taking up the slack in said hoops, as is commonly done, by the use of lugs and nuts.
I claim:
A silo having edge shaped staves and a concrete foundation, a number of said staves standing vertically with their butts resting on the concrete foundation,the remainder of the staves being supported between the first named staves so that the butts of the second named staves extend some distance above the upper points of the firstnamed staves, and means for drawing the staves together in a longitudinal direction whereby the longitudinal joints lire tightenedf CLARENCE ELLIOTT HEDRIOK. I
on the concrete foundation, so that the butts. of the suspended staves extend some distance
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US1246415A US1166987A (en) | 1915-03-05 | 1915-03-05 | Silo. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US1246415A US1166987A (en) | 1915-03-05 | 1915-03-05 | Silo. |
Publications (1)
Publication Number | Publication Date |
---|---|
US1166987A true US1166987A (en) | 1916-01-04 |
Family
ID=3235007
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US1246415A Expired - Lifetime US1166987A (en) | 1915-03-05 | 1915-03-05 | Silo. |
Country Status (1)
Country | Link |
---|---|
US (1) | US1166987A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3462896A (en) * | 1967-11-13 | 1969-08-26 | Otto M Lokensgaard | Apparatus for installing septic tanks and cesspools |
US4249352A (en) * | 1978-05-16 | 1981-02-10 | Preload Technology, Inc. | Earthquake resistant tank |
US4308967A (en) * | 1980-05-22 | 1982-01-05 | Pittsburgh-Des Moines Corporation | Protection ring for limiting the width of cracks in a storage tank wall |
US4875314A (en) * | 1987-01-06 | 1989-10-24 | Boilen Kenneth T | Connection system for preventing uplift of shear walls |
US9284114B2 (en) * | 2014-08-18 | 2016-03-15 | Chevron U.S.A. Inc. | Method of construction of prestressed concrete panel wall liquid storage tank and tank so constructed |
-
1915
- 1915-03-05 US US1246415A patent/US1166987A/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3462896A (en) * | 1967-11-13 | 1969-08-26 | Otto M Lokensgaard | Apparatus for installing septic tanks and cesspools |
US4249352A (en) * | 1978-05-16 | 1981-02-10 | Preload Technology, Inc. | Earthquake resistant tank |
US4308967A (en) * | 1980-05-22 | 1982-01-05 | Pittsburgh-Des Moines Corporation | Protection ring for limiting the width of cracks in a storage tank wall |
US4875314A (en) * | 1987-01-06 | 1989-10-24 | Boilen Kenneth T | Connection system for preventing uplift of shear walls |
US9284114B2 (en) * | 2014-08-18 | 2016-03-15 | Chevron U.S.A. Inc. | Method of construction of prestressed concrete panel wall liquid storage tank and tank so constructed |
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