US1285458A - Self-draining joint for silo-staves. - Google Patents

Self-draining joint for silo-staves. Download PDF

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Publication number
US1285458A
US1285458A US22465718A US22465718A US1285458A US 1285458 A US1285458 A US 1285458A US 22465718 A US22465718 A US 22465718A US 22465718 A US22465718 A US 22465718A US 1285458 A US1285458 A US 1285458A
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Prior art keywords
staves
silo
self
joint
stave
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US22465718A
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Joseph B Strunk
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS 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
    • B65D90/00Component parts, details or accessories for large containers
    • B65D90/02Wall construction
    • B65D90/023Modular panels
    • B65D90/026Parallel slats
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/55Member ends joined by inserted section

Definitions

  • My invention has for its object to provide a self-draining joint for silo staves which is so constructed as to prevent any possibility of splitting one of the staves when driving it against another to form the joint between the two; and with this general object in view, the invention resides in the specific construction of the oint as herein described and claimed, and shown in the accompanying drawing wherein:
  • Figure 1 is a side elevation of a silo show ing the manner in which the joints between the staves are preferably located;
  • Fig. 2 is an enlarged vertical section showing one of the improved joints
  • Fig. 3 is a horizontal section on the plane of the line 33 of Fig. 2;
  • Fig. 4 is a perspective view showing the co-acting ends of two staves in juxtaposition.
  • Fig. 5 is a perspective view of the spline used between the staves.
  • My invention aims to overcome this difliculty by the provision of an abutment or shoulder in the channel of the upper section to coact with a squared-0E part of the lower section to limit the driving of one toward the other.
  • the improved joint is constructed as follows:
  • the upper end of the lower section 1 is provided with a kerf 3 alining with a similar kerf 4 in the lower end of the upper section 2, both kerfs opening through the edges of the stave and receiving the usual metal spline 5.
  • the upper end of the section 1 is beveled from its opposite sides to the spline 5 to provide a pointed end 7 and said end is squared oil to one side of the spline to provide a comparatively wide fiat surface 8 at right angles to the length of the stave.
  • the lower end of the upper section 2 is formed with a V-shaped channel 9 opening through its edges and receiving the pointed end 7 of the section 1, said channel having the kerf 4 at its vertex and having on one of its converging-walls a shoulder 10 which abuts the squared-off end 8 and thus so limits the driving of one stave section toward the other as to prevent any possibility of splitting.
  • the staves are tongued and grooved on their edges in the usual manner and in applying them, the contacting surfaces of the several staves are coated with paint or white lead in the usual manner.
  • the improved joint is equally as efficient as the old joint for excluding moisture from either the interior or exterior of the silo, yet is of greater advantage due to the provision of the shoulder 10 and squared end 8. Since excellent results are obtained from the exact arrangement shown and described, this arrangement is preferably employed, but Ininor changes which do not affect the spirit of the invention may well be resorted to.
  • a pair of silo staves abutting at their ends and each having a kerf opening through. its end and through its edges, a metal spline in said kerfs, the end of one stave being beveled from its opposite sides to said spline to form a pointed end, said end being squared off at one side of said spline, the end of the other stave having a V- shaped channel opening through the edges
  • I have hereunto set of said stave and having the kerf of said my hand in the presence of tWo subscribing stave at its vertex said channel snugly receiving said pointed end of said first de- Witnesses.

Description

J. B. STRUNK.
SELF DRAINING 101m FOR SILO STAVES.
APPLICATION FILED MAR. 25,1918.
Patented Nov. 19, 1918 514 me n foz 5/Z774Z% 5141mm M 4 In: IDIII, nrnrs m. mmuma. vusnm 10M 1: c
ran
SELF-DRAINING JOINT FOB, SILO-STAVES.
Specification of Letters Patent.
Patented Nov. 19, 1918.
Application filed March 25, 1918. SeriaI No. 224,657.
To all whom it may concern:
Be it known that I, Josnrrr B. STRUNK, a citizen of the United States, residing at Mill Hall, in the county of Clinton and State of Pennsylvania, have invented certain new and useful Improvements in Self-Draining Joints for Silo-Staves; and I do declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it appertains to make and use the same.
My invention has for its object to provide a self-draining joint for silo staves which is so constructed as to prevent any possibility of splitting one of the staves when driving it against another to form the joint between the two; and with this general object in view, the invention resides in the specific construction of the oint as herein described and claimed, and shown in the accompanying drawing wherein:
Figure 1 is a side elevation of a silo show ing the manner in which the joints between the staves are preferably located;
Fig. 2 is an enlarged vertical section showing one of the improved joints;
Fig. 3 is a horizontal section on the plane of the line 33 of Fig. 2;
Fig. 4 is a perspective view showing the co-acting ends of two staves in juxtaposition; and
Fig. 5 is a perspective view of the spline used between the staves.
In the construction of silos, since staves cannot be obtained of sufiicient length to run from top to bottom, it is necessary to splice these staves and the joints are preferably arranged substantially as shown in Fig. 1, so that no two adjacent joints are in line. Experience has taught that the most practical joint between the lower stave sections 1 and the upper sections 2, must include a pointed upper end on the former and a channel in the lower end of the latter for receiving said pointed end. This form of construction has proven more or less eiiicient, but it has been found that splitting of the lower ends of the staves often takes place when they are driven one toward the other. My invention there fore aims to overcome this difliculty by the provision of an abutment or shoulder in the channel of the upper section to coact with a squared-0E part of the lower section to limit the driving of one toward the other. Specifically described, the improved joint is constructed as follows:
The upper end of the lower section 1 is provided with a kerf 3 alining with a similar kerf 4 in the lower end of the upper section 2, both kerfs opening through the edges of the stave and receiving the usual metal spline 5. At 6, the upper end of the section 1 is beveled from its opposite sides to the spline 5 to provide a pointed end 7 and said end is squared oil to one side of the spline to provide a comparatively wide fiat surface 8 at right angles to the length of the stave. The lower end of the upper section 2 is formed with a V-shaped channel 9 opening through its edges and receiving the pointed end 7 of the section 1, said channel having the kerf 4 at its vertex and having on one of its converging-walls a shoulder 10 which abuts the squared-off end 8 and thus so limits the driving of one stave section toward the other as to prevent any possibility of splitting.
The staves are tongued and grooved on their edges in the usual manner and in applying them, the contacting surfaces of the several staves are coated with paint or white lead in the usual manner. Thus the improved joint is equally as efficient as the old joint for excluding moisture from either the interior or exterior of the silo, yet is of greater advantage due to the provision of the shoulder 10 and squared end 8. Since excellent results are obtained from the exact arrangement shown and described, this arrangement is preferably employed, but Ininor changes which do not affect the spirit of the invention may well be resorted to.
I claim:
In combination, a pair of silo staves abutting at their ends and each having a kerf opening through. its end and through its edges, a metal spline in said kerfs, the end of one stave being beveled from its opposite sides to said spline to form a pointed end, said end being squared off at one side of said spline, the end of the other stave having a V- shaped channel opening through the edges In testimony whereof I have hereunto set of said stave and having the kerf of said my hand in the presence of tWo subscribing stave at its vertex, said channel snugly receiving said pointed end of said first de- Witnesses. scribed staveand haying on one o fit co n- JOSEPH B. STRU N K verging; sides. a flat shou der abutting aid Witnesses:
ELMER LEOLING,
squared ofi end to limit the driving of one W. A. KISSINGER.
stave toward the other.
Copies 01' this patent may be obtained for five cents each, by; addressing the, Commissioner of Patents.
Washington; D: 0;"
US22465718A 1918-03-25 1918-03-25 Self-draining joint for silo-staves. Expired - Lifetime US1285458A (en)

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US22465718A US1285458A (en) 1918-03-25 1918-03-25 Self-draining joint for silo-staves.

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US22465718A US1285458A (en) 1918-03-25 1918-03-25 Self-draining joint for silo-staves.

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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2831218A (en) * 1955-10-19 1958-04-22 Lanteck Corp Of America Laminated covering board with lap-wedge
US2929236A (en) * 1955-03-29 1960-03-22 Steward Construction Company Building wall construction
US3312469A (en) * 1964-05-06 1967-04-04 Clayton Donald Camillus Bowling mat
US5490363A (en) * 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US5589124A (en) * 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US5704183A (en) * 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5709062A (en) * 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US5879603A (en) * 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
US6029943A (en) * 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
US10767366B1 (en) * 2007-08-17 2020-09-08 Steve Bryan Building element and method

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2929236A (en) * 1955-03-29 1960-03-22 Steward Construction Company Building wall construction
US2831218A (en) * 1955-10-19 1958-04-22 Lanteck Corp Of America Laminated covering board with lap-wedge
US3312469A (en) * 1964-05-06 1967-04-04 Clayton Donald Camillus Bowling mat
US7360970B2 (en) 1989-09-28 2008-04-22 Anchor Wall Systems, Inc. Composite masonry block
US5589124A (en) * 1989-09-28 1996-12-31 Block Systems, Inc. Method of forming composite masonry blocks
US7048472B2 (en) 1989-09-28 2006-05-23 Anchor Wall Systems, Inc. Composite masonry block
US6616382B2 (en) 1989-09-28 2003-09-09 Anchor Wall Systems, Inc. Composite masonry block
US6312197B1 (en) 1989-09-28 2001-11-06 Anchor Wall Systems, Inc. Composite masonry block
US6183168B1 (en) 1989-09-28 2001-02-06 Anchor Wall Systems, Inc. Composite masonry block
US5827015A (en) * 1989-09-28 1998-10-27 Anchor Wall Systems, Inc. Composite masonry block
US6142713A (en) * 1989-09-28 2000-11-07 Anchor Wall Systems, Inc. Composite masonry block
US6113318A (en) * 1992-10-06 2000-09-05 Anchor Wall Systems, Inc. Composite masonry block
US5795105A (en) * 1992-10-06 1998-08-18 Anchor Wall Systems, Inc. Composite masonry block
US5711129A (en) * 1992-10-06 1998-01-27 Anchor Wall Systems, Inc. Masonry block
US5709062A (en) * 1992-10-06 1998-01-20 Anchor Wall Systems, Inc. Composite masonry block
US5704183A (en) * 1992-10-06 1998-01-06 Anchor Wall Systems, Inc. Composite masonry block
US5490363A (en) * 1992-10-06 1996-02-13 Anchor Wall Sytems, Inc. Composite masonry block
US7384215B2 (en) 1992-10-06 2008-06-10 Anchor Wall Systems, Inc. Composite masonry block
US6029943A (en) * 1996-11-08 2000-02-29 Anchor Wall Systems, Inc. Splitting technique
US5879603A (en) * 1996-11-08 1999-03-09 Anchor Wall Systems, Inc. Process for producing masonry block with roughened surface
US6178704B1 (en) 1996-11-08 2001-01-30 Anchor Wall Systems, Inc. Splitting technique
USD458693S1 (en) 1996-11-08 2002-06-11 Anchor Wall Systems, Inc. Retaining wall block
USD445512S1 (en) 1997-10-27 2001-07-24 Anchor Wall Systems, Inc. Retaining wall block
US10767366B1 (en) * 2007-08-17 2020-09-08 Steve Bryan Building element and method

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