US545974A - Ernest leslie ransome - Google Patents

Ernest leslie ransome Download PDF

Info

Publication number
US545974A
US545974A US545974DA US545974A US 545974 A US545974 A US 545974A US 545974D A US545974D A US 545974DA US 545974 A US545974 A US 545974A
Authority
US
United States
Prior art keywords
earth
shaper
concrete
backing
ransome
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 US545974A publication Critical patent/US545974A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • F16L1/038Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being made in situ

Definitions

  • This invention more particularly relates to the shaper of Patent No. 353,500, the object of which is to shape, consolidate, and uphold the earth preparatory to the placement of the concrete.
  • this office is usually limited to the bed of the pipe and seldom extends above the center line thereof.
  • the operations of the shaper are more extensive, for it not only has to shape and consolidate the bed or foundation for the pipe or concrete subway, but it further has to uphold the earth at the sides and overhead until the concrete is placed.
  • my present invention I further enlarge its scope and modify its shape, so that it is not only used for preparing and upholding the earth, but it is also so constructed as to permit of backing being inserted through its walls and placed and consolidated between the outside face of the concrete and the face of the excavation or earth. It is well known that, owing to the necessary inequalities of the earth-surface in tunnels or other subways, considerable of this backing or filling often has to be put in between the proper masonry lining and the earth-face.
  • Fig. 2 is a section on line a a of Fig. 1, showing shell of shaper A, opening B, hopper C, shell of core-mold D, concrete lining E, backing F, and earth-face G.
  • My improvements consist in constructing one or more slots or openings Bin the wall of the shaper, through which backing may be passed and packed between the shaper and the earth-face or between the concrete and the earth-face. These slots would usually be placed near to the lower edge of the walls of the shaper, but they might be placed in any desired position.
  • earth is passed through one of these openings and packed or rammed in hard, so that as the shaper moves forward and in turn the concrete is placed this packed earth forms the matrix therefor in the same manner as it does for the lower half of the concrete pipe or other subway.
  • these openings are in some cases provided with hoppers. These hoppers are advantageous also in preventing loose sand or soil from caving in through the opening from the outside in cases where a fall of earth occurs.
  • other substances may be used for backing, such, for instance, as a cheaper or different grade of concrete, or in case drainage is desired broken stone or gravel might be substituted.

Description

(No l loc lel.) I
. E. L. RANSOMIL,
. MOLD. No. 545,974.
Patented Sept- 10, 1895. v
llnrrn terns ERNEST LESLIE RANSOME, OF OAKLAND, CALIFORNIA.
MOLD.
SPECIFICATICN forming part of letters Patent No. 545,974, dated September 10, 1895.
Application filed November 6,1393. Serial No. 490,181, (No model.)
To all whom it may concern.-
Be it known that I, ERNEST LEsLIE RAN- SOME, a citizen of the United States, residing at Oakland, in the county of Alameda and State of California, have invented certain new and useful Improvements in Molds; and I do hereby declare that the following is a full, clear, and exact description of this invention, which will enable others skilled in the art to which it appertains to make and use the same.
My improvements relate to that class of molds for which Letters Patent No. 353,500, dated November 30, 1886, No. 507,521, dated October 24, 1893, No. 517,808, dated April 3, 1894., and No. 515,016, dated February 20, 1894, were allowed me. They consist in modifications of the molds described therein for the purpose of constructing pipes, linings, and other subways in tunnels, (to.
This invention more particularly relates to the shaper of Patent No. 353,500, the object of which is to shape, consolidate, and uphold the earth preparatory to the placement of the concrete. In open trench-work this office is usually limited to the bed of the pipe and seldom extends above the center line thereof. In tunnels the operations of the shaper are more extensive, for it not only has to shape and consolidate the bed or foundation for the pipe or concrete subway, but it further has to uphold the earth at the sides and overhead until the concrete is placed. By my present invention I further enlarge its scope and modify its shape, so that it is not only used for preparing and upholding the earth, but it is also so constructed as to permit of backing being inserted through its walls and placed and consolidated between the outside face of the concrete and the face of the excavation or earth. It is well known that, owing to the necessary inequalities of the earth-surface in tunnels or other subways, considerable of this backing or filling often has to be put in between the proper masonry lining and the earth-face.
These inequalities are often due to the way in which the earth has been excavated from the work, and is alsooften due to the subsequent falling out of large pieces.
My invention is illustrated by the accom panying drawings, in Which-- Figure 1 is a side view of the shaper. Fig. 2 is a section on line a a of Fig. 1, showing shell of shaper A, opening B, hopper C, shell of core-mold D, concrete lining E, backing F, and earth-face G.
My improvements consist in constructing one or more slots or openings Bin the wall of the shaper, through which backing may be passed and packed between the shaper and the earth-face or between the concrete and the earth-face. These slots would usually be placed near to the lower edge of the walls of the shaper, but they might be placed in any desired position.
In operation, whenever necessary in order to make solid backing, earth is passed through one of these openings and packed or rammed in hard, so that as the shaper moves forward and in turn the concrete is placed this packed earth forms the matrix therefor in the same manner as it does for the lower half of the concrete pipe or other subway. To facilitate the placement of this backing these openings are in some cases provided with hoppers. These hoppers are advantageous also in preventing loose sand or soil from caving in through the opening from the outside in cases where a fall of earth occurs. In place of earth other substances may be used for backing, such, for instance, as a cheaper or different grade of concrete, or in case drainage is desired broken stone or gravel might be substituted.
Having thus fully described my invention, what I claim, and desire to secure by Letters Patent, is--- In the combination of a traveling earth shaper and an internal core mold an opening through the body of the shaper for feeding earth from the interior to the exterior and an opening between the core mold and the shaper for feeding concrete in a similar manner.
ERNEST LESLIE RANSOME.
Witnesses:
H. F. THOMSEN, IVIINNIE PA'rnRsoN.
US545974D Ernest leslie ransome Expired - Lifetime US545974A (en)

Publications (1)

Publication Number Publication Date
US545974A true US545974A (en) 1895-09-10

Family

ID=2614718

Family Applications (1)

Application Number Title Priority Date Filing Date
US545974D Expired - Lifetime US545974A (en) Ernest leslie ransome

Country Status (1)

Country Link
US (1) US545974A (en)

Similar Documents

Publication Publication Date Title
JP5055249B2 (en) Multiple tunnel construction method and multiple tunnel structure
CN107448234A (en) A kind of colliery pours closed wall construction method
CN101100862A (en) Method for manufacturing road cutting type protecting wall and structure thereof
JP4463140B2 (en) Seismic reinforcement method for masonry walls
US545974A (en) Ernest leslie ransome
CN106761913A (en) A kind of method and its structure of the drop shaft drop section closure for effectively improving steadiness
JP5155680B2 (en) Backfill injection method, tunnel construction system and tunnel construction method
JP2019112800A (en) Road surface lining method for open shield construction method
JP2010281174A (en) Excavation method for proximity twin tunnel
JPH10280888A (en) Shield tunnel
JP3366580B2 (en) How to install an invert in the bottom of an existing mountain tunnel
JP4200167B2 (en) Deep mixing method
US584865A (en) Photo-litho
Kim et al. A Study on the factors influencing the segment lining design solved by beam-spring model in the shield tunnel
US411981A (en) Method of cementing cisterns or wells
JP4057873B2 (en) Foundation pile structure on support ground and construction method of foundation pile
US426112A (en) Culvert
US545977A (en) Subway construction
KR200261595Y1 (en) guide tube of soil nailing method
US1258805A (en) Concrete-block construction.
US930974A (en) Fitting for concrete casings.
US507521A (en) Process of manufacturing monolithic concrete pipes in situ
KR101380593B1 (en) Fore-end type pile and auger-drilled pilling method using the same
JP6549410B2 (en) Internal structure of shield tunnel
JP2018035610A (en) Soil modification method