US178438A - Improvement in composite piers - Google Patents
Improvement in composite piers Download PDFInfo
- Publication number
- US178438A US178438A US178438DA US178438A US 178438 A US178438 A US 178438A US 178438D A US178438D A US 178438DA US 178438 A US178438 A US 178438A
- Authority
- US
- United States
- Prior art keywords
- blocks
- columns
- improvement
- piers
- bolts
- 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
Links
- 239000002131 composite material Substances 0.000 title description 3
- 230000006872 improvement Effects 0.000 title description 2
- 241000239290 Araneae Species 0.000 description 6
- 239000004568 cement Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000332 continued effect Effects 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
Definitions
- the structure illustrated in the drawing consists of a lower portion or base, A, composed of nineteen hexagonal vertical columns, grouped together as shown, seven of these columns in the center of the group being con tinued upward above the base. It should be understood, however, that this illustrates but one way of carryingout my invention, which may be applied to structures of various forms employed in engineering and architectural dation by vertical metallic bolts 1), firmly suchored to the foundation, passing through openings in the blocks, and provided at the upper end with nuts, keys, or other fastenin gs, as fully described in the Letters Patent granted to me on. the 25th of August, 1874, and numbered 154,393.
- the structure consists of a series of columns, each having a central bolt, 1), anchored to the foundation, and each column consists of a series of blocks of hexagonal or other shape, so that the grouping of all closely together forms a continuous structure, which may be indefinitely increased in its dimensions or altered in form by the mere increase in the number or change in the disposition of the columns.
- I employ one or moremetallic spiders, D, consisting of bars united at points coinciding with the dilferent bolts 1), each of which passes through an opening in the spider at one of the said junctions, as shown in Fig. 2, grooves being cut in the blocks to a sut'ficient depth to permit the spider to be inserted, it being preferable that the upper face of the spider be flush with that of one tier of blocks as shown in Fig. 1.
- the bars composing the spider instead of being united, may be separate 'from each other, each bar having an opening at each end for the passage of one of the bolts 1).
Description
C. E. HILL.
COMPOSITE PIERS.
Patented June 6,1876.
UNITED STATES PATENT GFFIGE.
CHARLES E. HILL, OF BROOKLYN, NEW YORK.
IMPROVEMENT IN COMPOSITE PIERS.
Specification forming part of Letters Patent No. 178,438, datedIJune 6, 1876 application filed October 5, 1875.
To all whom it may concern Be it known that I, CHARLES E. HILL, of Brooklyn, Kings county, New York, have invented an Improved Structure, of which the following is a specification:
The object of" my invention is to build a cheap and substantial structure for piers, wharves, light-houses, foundations, 85c. and this object I attain in the manner which 1 will now proceed to describe, reference being had to the accompanying drawing, in which- Figure l is an elevation, partly in section, of a structure constructed in accordance with my invention; Fig. 2, a sectional plan; Fig. 3, a detached view, and Fig. 4 a diagram illustrating a modification.
The structure illustrated in the drawing consists of a lower portion or base, A, composed of nineteen hexagonal vertical columns, grouped together as shown, seven of these columns in the center of the group being con tinued upward above the base. It should be understood, however, that this illustrates but one way of carryingout my invention, which may be applied to structures of various forms employed in engineering and architectural dation by vertical metallic bolts 1), firmly auchored to the foundation, passing through openings in the blocks, and provided at the upper end with nuts, keys, or other fastenin gs, as fully described in the Letters Patent granted to me on. the 25th of August, 1874, and numbered 154,393.
In place of, or in conjunction with, the pindowels described in said patent, for preserving the relative positions of the blocks, I insert, between adjacent blocksa a, ring-dowels c, fitting corresponding annular recesses e e in the faces of the blocks. (See Fig. 4..) The rings are embedded in cement in the recesses, which cement, upon hardening, forms, with the rings, absolute barriers to the passage of water, through the joints between the blocks, to the bolts 11, and the latter are thereby effectually protected from the deteriorating action of moisture. The dowels serve the further purpose of preventing theblocks from moving laterally independently of each other, and
the bolts 1) are consequently relieved from transverse strains.
The structure, as before remarked, consists of a series of columns, each having a central bolt, 1), anchored to the foundation, and each column consists of a series of blocks of hexagonal or other shape, so that the grouping of all closely together forms a continuous structure, which may be indefinitely increased in its dimensions or altered in form by the mere increase in the number or change in the disposition of the columns. Y
In order to bind the various columns together, I employ one or moremetallic spiders, D, consisting of bars united at points coinciding with the dilferent bolts 1), each of which passes through an opening in the spider at one of the said junctions, as shown in Fig. 2, grooves being cut in the blocks to a sut'ficient depth to permit the spider to be inserted, it being preferable that the upper face of the spider be flush with that of one tier of blocks as shown in Fig. 1.
Where the different columns which compose the structure are not in juxtaposition, as in Fig. 3, where the four columns 0 of the structure are isolated, the arms or bars of the spider-extend from one to the other, so as to bind the whole firmly together.
In some instances the bars composing the spider, instead of being united, may be separate 'from each other, each bar having an opening at each end for the passage of one of the bolts 1).
I claim as my invention 1. The combination of a series of columns, each bound to the foundation by a bolt, 1), with a spider, D, through which the said bolts pass, and by which the columns are bound together, substantially as specified.
2. The combination of the recessed blocks a 0., bolts b, and ring-dowels c,'inclosed in the recesses of the blocks, substantially as and for the purpose set forth.
In testimony whereof Ihave signed my name to this specification in the presence of two subscribing witnesses.
. CHARLES E. HILL.
Witnesses:
WILLIAM HILL, S. F. HILL.
Publications (1)
Publication Number | Publication Date |
---|---|
US178438A true US178438A (en) | 1876-06-06 |
Family
ID=2247845
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US178438D Expired - Lifetime US178438A (en) | Improvement in composite piers |
Country Status (1)
Country | Link |
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US (1) | US178438A (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2574140A (en) * | 1947-07-18 | 1951-11-06 | Raymond Concrete Pile Co | Marine oil well derrick foundation |
US2637978A (en) * | 1946-04-25 | 1953-05-12 | Stanolind Oil & Gas Co | Marine drilling |
US5257489A (en) * | 1991-10-15 | 1993-11-02 | Angelette A M | Railroad crossing signal foundation |
US5533835A (en) * | 1995-02-06 | 1996-07-09 | Angelette; A. M. | Railroad crossing signal foundation and method of producing and erecting the same |
US20050257462A1 (en) * | 2004-05-21 | 2005-11-24 | Franklin Brown | Tower foundation |
US20090074515A1 (en) * | 2004-11-11 | 2009-03-19 | Antonio Procopio | Modular System for the Construction of Overhead Wire Support and/or Supporting Pile foundations |
US20100322716A1 (en) * | 2008-07-01 | 2010-12-23 | Hak-Gon Lee | Caisson structures for underground soil blocking and manufacturing method of anti-noise non-vibration caisson structures using thereof |
US8302357B1 (en) * | 2010-10-26 | 2012-11-06 | Kontek Industries, Inc. | Blast-resistant foundations |
US8806821B1 (en) | 2013-02-01 | 2014-08-19 | Franklin Brown | Tower foundation pillar slab and method of producing such |
US20160097199A1 (en) * | 2014-10-02 | 2016-04-07 | Board Of Regents Of The Nevada System Of Higher Education On Behalf Of The University Of Nevada | Deconstructable support column structures |
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0
- US US178438D patent/US178438A/en not_active Expired - Lifetime
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2637978A (en) * | 1946-04-25 | 1953-05-12 | Stanolind Oil & Gas Co | Marine drilling |
US2574140A (en) * | 1947-07-18 | 1951-11-06 | Raymond Concrete Pile Co | Marine oil well derrick foundation |
US5257489A (en) * | 1991-10-15 | 1993-11-02 | Angelette A M | Railroad crossing signal foundation |
US5533835A (en) * | 1995-02-06 | 1996-07-09 | Angelette; A. M. | Railroad crossing signal foundation and method of producing and erecting the same |
US7827748B2 (en) | 2004-05-21 | 2010-11-09 | Dixie Precast, Inc. | Tower foundation |
US20050257462A1 (en) * | 2004-05-21 | 2005-11-24 | Franklin Brown | Tower foundation |
US20090074515A1 (en) * | 2004-11-11 | 2009-03-19 | Antonio Procopio | Modular System for the Construction of Overhead Wire Support and/or Supporting Pile foundations |
US20100322716A1 (en) * | 2008-07-01 | 2010-12-23 | Hak-Gon Lee | Caisson structures for underground soil blocking and manufacturing method of anti-noise non-vibration caisson structures using thereof |
US8302357B1 (en) * | 2010-10-26 | 2012-11-06 | Kontek Industries, Inc. | Blast-resistant foundations |
US8806821B1 (en) | 2013-02-01 | 2014-08-19 | Franklin Brown | Tower foundation pillar slab and method of producing such |
US20160097199A1 (en) * | 2014-10-02 | 2016-04-07 | Board Of Regents Of The Nevada System Of Higher Education On Behalf Of The University Of Nevada | Deconstructable support column structures |
WO2017059421A1 (en) * | 2014-10-02 | 2017-04-06 | Board Of Regents Of The Nevada System Of Higher Education, On Behalf Of The University Of Nevada, Reno | Deconstructable support column structures |
US9677274B2 (en) * | 2014-10-02 | 2017-06-13 | Board Of Regents Of The Nevada System Of Higher Education On Behalf Of The University Of Nevada, Reno | Deconstructable support column structures |
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