US1086295A - Concrete silo. - Google Patents

Concrete silo. Download PDF

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Publication number
US1086295A
US1086295A US68925912A US1912689259A US1086295A US 1086295 A US1086295 A US 1086295A US 68925912 A US68925912 A US 68925912A US 1912689259 A US1912689259 A US 1912689259A US 1086295 A US1086295 A US 1086295A
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United States
Prior art keywords
head
plates
band
concrete silo
silo
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Expired - Lifetime
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US68925912A
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William A Hillman
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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
    • E04H7/20Prestressed constructions

Definitions

  • the device herein disclosed is intended as mi improvement upon the structure shown inthe patent to Sterling 'E. Playford.- No. 850,048, 190?.
  • the invention is to devise a device of this type inwhich relative movcn'ient betweeuthe members is; prevented by the provisionflof a t'ansverse head extended beyond ELls'CillI engaging ihe ed e' of one member, the securing band being appliedio such a head. thereby to reinforce thesamc.
  • Prcsupposing thatthc device employed in the construction of a silo the numeral 1 granted upon .the 9th day of April,-
  • the super-- structure consists of a plurality of simih 1' plates, each plate being denoted generally by the numeral Each plate fhshioned in one edge with a coueaved scatll and is over range the seat 3.
  • Extended longitudina-lly of the head i is a reinforcing element 5 preferably taking the form of a rod.
  • the opposite longitudinal edge of the plate 2 is convexed as indicated at. i so as to fit in the seat. 3 of an adjoining plate.
  • a series of plates 2 the manner shown in Fig. l, the lower ends of the plates re ting upon the foundation l.
  • a securing band 7 Around the outside of the structure is ex tended a securing band 7, the securing band 7 being disposed transversely of the reinforcing elements and engaging" the outer faces oflthe heads
  • the securing"baud 7 is spaced apart from theplaieproper
  • the ends oflhe securing baud T enter an arched yoke-member R. and nuts .i applied to the threadedends of the band 7 and on tening the band about the silo.
  • the intermediate portion of the yoke 8 is concaved as indicated at-lll in order to strengthen the y Owing to the fact that theheads 4: overhang the recesses 3 it will be scenthat outward movement of the rounded edges 6 of the plates 2 Will be prevented positively.
  • a leakage between the longitudinal edges of head 4- serves to reinforce one plate against strain imposed by the adjacent edge of an adjoining platq and the head 4- is greatly strengthened by'reason of'the fact that the head ?i. is reinforced by the element 5 which. is located therein,
  • the heads tare engaged by the band 7 and consequently outward plates 2 is"prevented. Since tl1eplatcs can not move transversely upon each other at their point of juncture, the strain is dis tributed length of the band 7. v
  • each plate with its head 4- and "its recess 3 constitutes a retaining member adapted to receive the rounded edge of an adjoining plate.
  • the structure may he modified to the'cxtcnt indicated in Fig. 4. Under such circumstances, the retaining members are intcrengaged in.
  • gaging the yoke 8 constitute a means for tig the plates will thereby be prevented.
  • Tin plates denoted. by the HLHIIQI'ZLi 2 may be employed in Fig. 4, and, if desired, the plates 15, both edges of which zn'a rounded as shown at -16, may be engaged in the semis H- 01? the shank 12 of Hlfihlfitiliflillg member 11.- The head 11 of the retaining member equipped, hereinhefore described, ini n rcing element 17, the. fnncjtion of which has been pqinieni out hereinheiii'ore, The

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finger-Pressure Massage (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

W. A. HILLMAN. CONCRETE SILO.
APPLIOATION FILED APR. 8, 1912 1,086,295. Pate ted Feb. 3, 1914.
ven
men streets li il dl lc coucnnra str o.
- Specification of Letters Patent.
Application filed April. 8, 1912, Serial No. 889,259.
liatented Feb. 3 391i i.
To all whom it may concern Be it known that I, Wit-man A. Hrnmmu,
a citizen of the United States, residing; at
ylfllgin, in the county of Kane and State of l;l l inois ;have invented a' new and useful Concrete Silo, of which the following; is a specification. 1
The device herein disclosed is intended as mi improvement upon the structure shown inthe patent to Sterling 'E. Playford.- No. 850,048, 190?. In constructing device in accordance with the showing of the said patent, it has been found that the constituent blocks 15 slip laterally, one upon theothen at their A further object-ct the invention is to devise a device of this type inwhich relative movcn'ient betweeuthe members is; prevented by the provisionflof a t'ansverse head extended beyond ELls'CillI engaging ihe ed e' of one member, the securing band being appliedio such a head. thereby to reinforce thesamc.
\Vith the foregoing and other objects in rich, which will appear as the description proceeds. the invention resides 3:. the combination and arrangement of parts and in the details of construction hereinafter 'ocscribed and claimed, it being understood that changes in the precise embodiment of invention herein disclosed canbe made within the scope of What is'claimed withoutdeparting from the spirit of the invention. In the drawings,-Figure 1 shows the 1n-- vention in perspective; Fig. 2 1s a top plan of a pair of elements which are employed inthe structure shown in Fig. i; Fig. 3 is a section of the yoke to receive the ends of the securing-band; and Fig. 4 is a transverse section showing a modified form of the invention. I i The device herein disclosed is adapted to be eniplovcd in the construction of silos, culverts, watcr'tanltsand like structiires.
Prcsupposing thatthc device employed in the construction of a silo, the numeral 1 granted upon .the 9th day of April,-
iudicatcs a suitable foundation upon which the superstructure.is placed. The super-- structure consists of a plurality of simih 1' plates, each plate being denoted generally by the numeral Each plate fhshioned in one edge with a coueaved scatll and is over range the seat 3. Extended longitudina-lly of the head i is a reinforcing element 5 preferably taking the form of a rod. The opposite longitudinal edge of the plate 2 is convexed as indicated at. i so as to fit in the seat. 3 of an adjoining plate.
A series of plates 2 the manner shown in Fig. l, the lower ends of the plates re ting upon the foundation l. Around the outside of the structure is ex tended a securing band 7, the securing band 7 being disposed transversely of the reinforcing elements and engaging" the outer faces oflthe heads The securing"baud 7 is spaced apart from theplaieproper The ends oflhe securing baud T enter an arched yoke-member R. and nuts .i applied to the threadedends of the band 7 and on tening the band about the silo. The intermediate portion of the yoke 8 is concaved as indicated at-lll in order to strengthen the y Owing to the fact that theheads 4: overhang the recesses 3 it will be scenthat outward movement of the rounded edges 6 of the plates 2 Will be prevented positively. A leakage between the longitudinal edges of head 4- serves to reinforce one plate against strain imposed by the adjacent edge of an adjoining platq and the head 4- is greatly strengthened by'reason of'the fact that the head ?i. is reinforced by the element 5 which. is located therein, The heads tare engaged by the band 7 and consequently outward plates 2 is"prevented. Since tl1eplatcs can not move transversely upon each other at their point of juncture, the strain is dis tributed length of the band 7. v
It to be noted that each plate with its head 4- and "its recess 3 constitutes a retaining member adapted to receive the rounded edge of an adjoining plate.
If desired. the structure may he modified to the'cxtcnt indicated in Fig. 4. Under such circumstances, the retaining members are intcrengaged in.
gaging the yoke 8 constitute a means for tig the plates will thereby be prevented. The
movement. oi the interchanged ends of the equally throughout .the entire equipped with an outstanding head i which.
4 are of T shape. and cmnprise n head 11 and a shank 152, the shank 12 being prc'vlded with rqipond seats 01" recsses lL, aclpte't to l'QCQiVC the rounded ends Of the plates.
Tin plates denoted. by the HLHIIQI'ZLi 2 may be employed in Fig. 4, and, if desired, the plates 15, both edges of which zn'a rounded as shown at -16, may be engaged in the semis H- 01? the shank 12 of Hlfihlfitiliflillg member 11.- The head 11 of the retaining member equipped, hereinhefore described, ini n rcing element 17, the. fnncjtion of which has been pqinieni out hereinheiii'ore, The
'(lllillfi band 18 is extendcdnronnd the strnc hire and ongageS thuhcad L of tin; pl te 2, the shcnrlng hand engaging also the sagads 11 of the retaining lnvn'ihrs. Th s strnctuln ileroinbeiore desc 'ribed in nbnnectioni with Fig. 1 for securing the ends of the hand 7 1S employed in connection w th 0116531131318.
It will of course be nnderstond that in practice the seams exisiing DUEL-$129 outer fncehf the structure at the pmniS-indmatbd ill will he, cemented.
Having thus descrihmi the invention, what is claimed is: v
in a $110 a phu'uhty of pinies each having with a loznr-itndiiially amended 're one of its longitudinal edges convexd transverse1y and being provided adjacent its other longitudinal edge with an outstanding rib, each pl'a't having a'lnngitndinil, concawed recess adapted to rcq'ive rotafiably, the convexed lqngitudirlilnl edge of an adjoining ph i'e flin Towns-being located uf the inner (3013101: 6f the pirnte'srnd thg being. dispqsegl-in ovei 'hanging elation t0 the recess; a hand sui mundingfihe silo; \th efibandem gaging th ribs and-being spaced thereby 'fmn thv body pnrtloiis' of the p1afes; ,and a reinforcing.elnnent embeddedineagh rib;.
the :r nve.\"cd" ed being" rotat-aitfl th rcce es in QOHUUHOHS bear ng contaijt therewith to ziLiierthe' contour of theflsilt nfgind the g 'ibs constitu-tlnp; means 'for' receii mg' the, 45
tension 'of the hand at points opposite to the -ein'iforcing elemnts, when'the qdntour of
US68925912A 1912-04-08 1912-04-08 Concrete silo. Expired - Lifetime US1086295A (en)

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2667068A (en) * 1948-12-03 1954-01-26 Frederick W Viehe System for measuring the prestress of concrete tanks
US2864098A (en) * 1955-04-14 1958-12-16 Malcolm A Vendig Swimming pools and method of constructing the same
US3722158A (en) * 1971-09-30 1973-03-27 M Dykmans Protective arrangement for exposed tensioned cable
US4091583A (en) * 1973-12-27 1978-05-30 Semen Naumovich Genis Wall of pressurized reinforced concrete tank
US4155210A (en) * 1976-11-22 1979-05-22 Le Ciment Arme Demay Freres Process for building up towers, particularly water towers
US4555883A (en) * 1983-08-18 1985-12-03 Agsten Carl F Hoop beam equipped precast silo construction
US5265750A (en) * 1990-03-05 1993-11-30 Hollingsworth U.K. Limited Lightweight cylinder construction
US20040139670A1 (en) * 2001-03-15 2004-07-22 Jean-Francois Nieto Device for anchoring prestressing reinforcements, prestressing system including said device and corresponding reinforcement
US20040154236A1 (en) * 2003-02-05 2004-08-12 Kinzer Dwight Eric Modular load-bearing structural column
US6820762B2 (en) * 2002-01-07 2004-11-23 Xerxes Corporation High strength rib for storage tanks
US20140144916A1 (en) * 2011-04-20 2014-05-29 Concept Enviroment Services Pty Ltd Storage tank
US20150176734A1 (en) * 2013-12-24 2015-06-25 Soletanche Freyssinet Anchoring device with spacer for hooping reinforcements
US20190170122A1 (en) * 2016-08-08 2019-06-06 Wobben Properties Gmbh Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments
US20220170256A9 (en) * 2012-12-07 2022-06-02 Precasteel, LLC Stay-in-Place Forms and Methods and Equipment for Installation Thereof

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2667068A (en) * 1948-12-03 1954-01-26 Frederick W Viehe System for measuring the prestress of concrete tanks
US2864098A (en) * 1955-04-14 1958-12-16 Malcolm A Vendig Swimming pools and method of constructing the same
US3722158A (en) * 1971-09-30 1973-03-27 M Dykmans Protective arrangement for exposed tensioned cable
US4091583A (en) * 1973-12-27 1978-05-30 Semen Naumovich Genis Wall of pressurized reinforced concrete tank
US4155210A (en) * 1976-11-22 1979-05-22 Le Ciment Arme Demay Freres Process for building up towers, particularly water towers
US4555883A (en) * 1983-08-18 1985-12-03 Agsten Carl F Hoop beam equipped precast silo construction
US5265750A (en) * 1990-03-05 1993-11-30 Hollingsworth U.K. Limited Lightweight cylinder construction
US7234280B2 (en) * 2001-03-15 2007-06-26 Freyssinet International (Stup) Device for anchoring prestressing reinforcements
US20040139670A1 (en) * 2001-03-15 2004-07-22 Jean-Francois Nieto Device for anchoring prestressing reinforcements, prestressing system including said device and corresponding reinforcement
US6820762B2 (en) * 2002-01-07 2004-11-23 Xerxes Corporation High strength rib for storage tanks
US20040154236A1 (en) * 2003-02-05 2004-08-12 Kinzer Dwight Eric Modular load-bearing structural column
US7392624B2 (en) * 2003-02-05 2008-07-01 Dwight Eric Kinzer Modular load-bearing structural column
US20140144916A1 (en) * 2011-04-20 2014-05-29 Concept Enviroment Services Pty Ltd Storage tank
US20220170256A9 (en) * 2012-12-07 2022-06-02 Precasteel, LLC Stay-in-Place Forms and Methods and Equipment for Installation Thereof
US11566424B2 (en) * 2012-12-07 2023-01-31 Precasteel, LLC Stay-in-place forms and methods and equipment for installation thereof
US20150176734A1 (en) * 2013-12-24 2015-06-25 Soletanche Freyssinet Anchoring device with spacer for hooping reinforcements
US9562636B2 (en) * 2013-12-24 2017-02-07 Soletanche Freyssinet Anchoring device with spacer for hooping reinforcements
US20190170122A1 (en) * 2016-08-08 2019-06-06 Wobben Properties Gmbh Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments
US10794365B2 (en) * 2016-08-08 2020-10-06 Wobben Properties Gmbh Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments
EP3497325B1 (en) * 2016-08-08 2023-06-07 Wobben Properties GmbH Tower segment, tower section, tower, wind turbine, and method for producing a tower segment and for connecting tower segments

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