US150937A - Improvement in combined piers and sewers - Google Patents

Improvement in combined piers and sewers Download PDF

Info

Publication number
US150937A
US150937A US150937DA US150937A US 150937 A US150937 A US 150937A US 150937D A US150937D A US 150937DA US 150937 A US150937 A US 150937A
Authority
US
United States
Prior art keywords
pier
combined
piers
sewers
sewer
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
Application number
Publication date
Application granted granted Critical
Publication of US150937A publication Critical patent/US150937A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/002Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables specially adapted for underwater drilling
    • E21B19/004Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables specially adapted for underwater drilling supporting a riser from a drilling or production platform
    • E21B19/006Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables specially adapted for underwater drilling supporting a riser from a drilling or production platform including heave compensators
    • 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
    • Y10T137/00Fluid handling
    • Y10T137/6851With casing, support, protector or static constructional installations
    • Y10T137/6966Static constructional installations

Definitions

  • the nature of the present invention consists in the novel construction and combination of a pier and sewer, whereby the pier serves the double purpose of ,a break-water and a support for the sewer leading out from the shore into the body of water, as hereinafter described and shown.
  • Figure l is a longitudinal vertical section of one section of our improvenient in piers and sewer-pipe, Fig. 2, a bottoni view thereof; Fig. 3, a transverse section of Fig. 1 on line I.
  • a A die., represent the upright posts, which support the longitudinal an d transverse posts of the pier and sewer, and which are, in practice, about six by six inches square, and ot' such length as will reach the bed of the water and extend three or live feet above it.
  • the ends and sides of the pier are covered with three-inch plank N N L L, spiked solid to the posts A and to the bottom ends of the posts, longitudinally, are fastened narrow threeinch plank J J, Figs; l, 2, 3, to the tops of which is fastened a countersunk bottom, D, of such height above the planking L N as to form downward projections J J, to bed in the sand or earth, to prevent the pier from moving laterally.
  • Transverse partitions C C are fastened to the central posts A, to strengthen the pier, form a support for the sewer F, and to divide the sand or stone which sinks the pier.
  • the sewer-pipe F is made of three-inch plank, fastened together at their angles and to the inner posts A, and it is supported by the transverse partitions C C and end planking N.
  • the water end Z of the pier is made as much wider than the shore end as will bring the top of the pier level when ⁇ sunk, the sewer F having suitable fall.
  • Gr represents the shore, and E the shore end of the pier.
  • the pier so made with sewer is floated to the place where it is to be set, and is-then sunk by filling the compartments with earth, sand, or stone.
  • a combined pier consisting of compartments, in one section or more, constructed as described, and combined with a sewer-pipe, F, supported by partitions C C and posts A, as and for the purpose set forth.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Sewage (AREA)

Description

M. CLEXTUN & A. KING.
Combined. Piers and Sewers.
940,150,937. Patented May1 9,l874.
im MZ UNITED STATES PATENT OFFICE.
MATTHEW CLEXTON AND ADDISON KING, OF CHICAGO, ILLINOIS.
IMPROVEMENT IN COMBINED PIERS AND SEWERS..
Specification forming part of Letters Patent No. 150,937, dated May 19, 1874; application filed December 18,1873.
To all whom it may concern.'
Be it known that we, MATTHEW CLEXTON and ADDISON KING, of Chicago, in the county of Cook and `State of Illinois, have invented an Improvement in Combined Pier and Sewer, of which the following is a specication:
The nature of the present invention consists in the novel construction and combination of a pier and sewer, whereby the pier serves the double purpose of ,a break-water and a support for the sewer leading out from the shore into the body of water, as hereinafter described and shown.
In the drawings, Figure l is a longitudinal vertical section of one section of our improvenient in piers and sewer-pipe, Fig. 2, a bottoni view thereof; Fig. 3, a transverse section of Fig. 1 on line I.
A A, die., represent the upright posts, which support the longitudinal an d transverse posts of the pier and sewer, and which are, in practice, about six by six inches square, and ot' such length as will reach the bed of the water and extend three or live feet above it. The ends and sides of the pier are covered with three-inch plank N N L L, spiked solid to the posts A and to the bottom ends of the posts, longitudinally, are fastened narrow threeinch plank J J, Figs; l, 2, 3, to the tops of which is fastened a countersunk bottom, D, of such height above the planking L N as to form downward projections J J, to bed in the sand or earth, to prevent the pier from moving laterally. Transverse partitions C C are fastened to the central posts A, to strengthen the pier, form a support for the sewer F, and to divide the sand or stone which sinks the pier. The sewer-pipe F is made of three-inch plank, fastened together at their angles and to the inner posts A, and it is supported by the transverse partitions C C and end planking N. The water end Z of the pier is made as much wider than the shore end as will bring the top of the pier level when` sunk, the sewer F having suitable fall. When a long pier is required it can be made in sections, corresponding in taper and height to the depth of water, so that the compound pier, when done, shall be level on top. Gr represents the shore, and E the shore end of the pier. The pier so made with sewer is floated to the place where it is to be set, and is-then sunk by filling the compartments with earth, sand, or stone.
These piers have been used, and found to serve a better purpose, as a shore-protector and drain, than any other heretofore used.
We claim- A combined pier consisting of compartments, in one section or more, constructed as described, and combined with a sewer-pipe, F, supported by partitions C C and posts A, as and for the purpose set forth.
MATTHEW CLEXTON. ADDISON KING. Witnesses J. H. ELLIOTT, G. L. CHAPIN.
US150937D Improvement in combined piers and sewers Expired - Lifetime US150937A (en)

Publications (1)

Publication Number Publication Date
US150937A true US150937A (en) 1874-05-19

Family

ID=2220350

Family Applications (1)

Application Number Title Priority Date Filing Date
US150937D Expired - Lifetime US150937A (en) Improvement in combined piers and sewers

Country Status (1)

Country Link
US (1) US150937A (en)

Similar Documents

Publication Publication Date Title
US572426A (en) Artificial slide and lake and conveyer therefor
US150937A (en) Improvement in combined piers and sewers
US786059A (en) Subway structure.
US483697A (en) Dry-dock
US346140A (en) Breakwater
US187705A (en) Improvement in earth-augers
US124284A (en) Improvement in cribs for laying foundations for piers
US400693A (en) Cyrenius lawrence
US110153A (en) Improvement in wood pavements
US782557A (en) Floatable concrete pier.
US402553A (en) Drinking-fountain
US606980A (en) Art of raising levels of low lands
US479309A (en) Harbor
US196686A (en) Improvement in canal-lock gates
US460998A (en) Water-tank
US625051A (en) Abraham moyer
US942142A (en) Reinforced-concrete piling.
US840030A (en) Railway stock-guard.
US1014549A (en) Drain-tile.
US347895A (en) Ors to
US342282A (en) Fence
US392094A (en) Bridge
US275952A (en) Channeling rivers and other navigable streams
US512318A (en) Pavement
US175682A (en) Improvement in jetties for deepening river - channels