US1009848A - Tunnel-form. - Google Patents

Tunnel-form. Download PDF

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Publication number
US1009848A
US1009848A US54257210A US1910542572A US1009848A US 1009848 A US1009848 A US 1009848A US 54257210 A US54257210 A US 54257210A US 1910542572 A US1910542572 A US 1910542572A US 1009848 A US1009848 A US 1009848A
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United States
Prior art keywords
ribs
truck
plates
lagging
platform
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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
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US54257210A
Inventor
Charles D Mcarthur
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BLAW COLLAPSIBLE STEEL CENTERING Co
BLAW COLLAPSIBLE STEEL CT ING Co
Original Assignee
BLAW COLLAPSIBLE STEEL CT ING Co
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Publication date
Application filed by BLAW COLLAPSIBLE STEEL CT ING Co filed Critical BLAW COLLAPSIBLE STEEL CT ING Co
Priority to US54257210A priority Critical patent/US1009848A/en
Application granted granted Critical
Publication of US1009848A publication Critical patent/US1009848A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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

  • WITNESSES! w shaft 26 detachably engaging at its upper forked end the-bolt 27 upon which the gusset plates 3 and 4 are pivoted.
  • the shaft 26 is detachably connected at 28 with the shaft section 29, and this latter section 29 is raised and lowered by means ofthe jack screw 30 mounted in the base 31.
  • provision is made for raising and lowering the arched portion of the form.
  • the standard 0 is merely seated upon the plat-form 13, and is held releasably thereupon by means of the turn buckles 32, which turn-buckles are detachablysecured at their lower ends to the platform 13 by means of'the pins 33.
  • the guide member 25 carries another pair of turn-buckles 34 having their outer ends in detachable engagement with the gusset plates 35 carried by the sections 1 and 2.
  • the releasable engagement between the outer ends of the turnbuckle rods and the plates is secured by means of the pins 36.
  • the truck carrying the ribs or channels A, B and C is brought to the desired position in the excavation, and the turn-buckles 15, 16 and 34 and the jack 3O are operated to position the ribs exactly as desired.
  • the bottom'lagg-ing plates D are then secured in position upon the channels, and the standards 0 with their turnbuckles 34 and shaft 26 are then all removed from the platform 13, and concrete is brought along the platform 13 and supplied behind the lagging plates D until it,
  • the next lagging plates E are then positioned and the concrete filled in behind these plates.
  • the operation is continued with the plates F, G, H, I, K, L and M until the lagging plates are all in position and the entire space between the inner surface of the excavation and the outer surface of the lagging filled with concrete.
  • the standards 0 may then be placed in position, and the turn-buckles 32 & 34, and the shaft 26 positioned, it being understood that the necessary bulk-heads are provided at the desired points along the outer surface of the lagging toprevent the concrete from fiowin'g out endwise.
  • the,plates 8 and 9 are detached from the sections 1 and 2, and such sections 1 and 2 collapsed by means of the turn-buckles 34 and the jack screw 30.
  • the turn-buckles l5 and 16 are then operated to collapse-the side sections 6 and Tand the truck carrying the ribs and lagging may bemoved forward to a new position, at which point the lagging is-removed and the ribs expanded to their outer positions and secured together by means of the plates 8 and 9.
  • the standards O are then removed again, and the operation as heretofore described repeated. It will be seen from the foregoing that the mold may be very easily and conveniently handled, and that'by means of the removable standards 0 plenty of room is given for handling the concrete'without interference.
  • the arrangement also provides for the freeing of the lagging from the concrete without difficulty, and for the transportation of the lagging plates to their new location.
  • the engaging means between the plates 17 and 22 provide for a positive support of the side members 6 and 7, and serve to steady the entire apparatus and maintain it in proper position.
  • a series of continuous collapsible supporting ribs each comprising an upper arch portion, and a lower side portion at each end thereof, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side portions of the ribs, a working platform comprising the upper portion of the truck, and removable collapsing and supporting means for the arch portions of the ribs carried by the truck above the platform.
  • a series of supporting ribs each comprising an upper arch portion in two sections hinged together at substantially the center of the mold and alower side portion at the lower end of each section thereof, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side portions of the ribs, a working platform comprising the upper portion of the truck, and removable collapsing and supporting means for the arch portions of the ribs carried by the truck above the plat form.
  • a series of supporting ribs each comprising an upper arch portion in two sections hinged together and a lower side portion detachably secured'to the lower end of each section thereof, lagging plates detachably secured to the ribs one above the other, a truck body movable longitudinally of the form, collapsing means for the side Looasee portions of the ribs, an elevated Working platform mounted upon upright supports carried by the truck body, and a standard removably mounted upon the platform and provided with an elevating bar and laterally extending collapsing rods detachably secured to the ribs.
  • a series of continuous collapsible supporting ribs each comprising an arch portion and side sections, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side sections out the ribs, a Working platform comprising the upper portion of the truck, and removable raising and lowering means for the ribs carried by the truck above the platform.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

G. D. -MOARTHUR.
TUNNEL FORM. APPLICATION FILED $211.4, 1910.
@m WM v w 2 0 V u WM V as 82 WET ESSES c. D. MGA'RTHUR.
TUNNEL FORM.
APPLICATION FILED MBA, 1910.
Patented Nov 28, 1911.
2SHEBTS-SHBET 2.
WITNESSES! w shaft 26 detachably engaging at its upper forked end the-bolt 27 upon which the gusset plates 3 and 4 are pivoted. The shaft 26 is detachably connected at 28 with the shaft section 29, and this latter section 29 is raised and lowered by means ofthe jack screw 30 mounted in the base 31. By this means provision is made for raising and lowering the arched portion of the form. The standard 0 is merely seated upon the plat-form 13, and is held releasably thereupon by means of the turn buckles 32, which turn-buckles are detachablysecured at their lower ends to the platform 13 by means of'the pins 33. The guide member 25 carries another pair of turn-buckles 34 having their outer ends in detachable engagement with the gusset plates 35 carried by the sections 1 and 2. The releasable engagement between the outer ends of the turnbuckle rods and the plates is secured by means of the pins 36.
In operation the truck carrying the ribs or channels A, B and C is brought to the desired position in the excavation, and the turn- buckles 15, 16 and 34 and the jack 3O are operated to position the ribs exactly as desired. The bottom'lagg-ing plates D are then secured in position upon the channels, and the standards 0 with their turnbuckles 34 and shaft 26 are then all removed from the platform 13, and concrete is brought along the platform 13 and supplied behind the lagging plates D until it,
reaches the top of the plates. The next lagging plates E are then positioned and the concrete filled in behind these plates. The operation is continued with the plates F, G, H, I, K, L and M until the lagging plates are all in position and the entire space between the inner surface of the excavation and the outer surface of the lagging filled with concrete. The standards 0 may then be placed in position, and the turn-buckles 32 & 34, and the shaft 26 positioned, it being understood that the necessary bulk-heads are provided at the desired points along the outer surface of the lagging toprevent the concrete from fiowin'g out endwise. After the concrete has set, the,plates 8 and 9 are detached from the sections 1 and 2, and such sections 1 and 2 collapsed by means of the turn-buckles 34 and the jack screw 30. The turn-buckles l5 and 16 are then operated to collapse-the side sections 6 and Tand the truck carrying the ribs and lagging may bemoved forward to a new position, at which point the lagging is-removed and the ribs expanded to their outer positions and secured together by means of the plates 8 and 9. The standards O are then removed again, and the operation as heretofore described repeated. It will be seen from the foregoing that the mold may be very easily and conveniently handled, and that'by means of the removable standards 0 plenty of room is given for handling the concrete'without interference. The arrangement also provides for the freeing of the lagging from the concrete without difficulty, and for the transportation of the lagging plates to their new location. The engaging means between the plates 17 and 22 provide for a positive support of the side members 6 and 7, and serve to steady the entire apparatus and maintain it in proper position. Other advantages incident to the construction will be apparent to those skilled in the art.
Having thus described my invention and illustratedits'use, what I claim as new and desire to secure by Letters Patent is the following 1. In combination in a tunnel form open at the bottom, a series of supporting ribs, lagging plates detachably secured to the ribs one above the other, a truck movable lon gitudinallyof the form, collapsing means for the lower portions of the ribs carried by the truck, a working platform comprising the upper portion of the truck, and removable collapsing and lowering means for the upper portions of the ribs carried by the truck above the platform.
2. In combination in a tunnel form open at the bottom, a series of continuous collapsible supporting ribs each comprising an upper arch portion, and a lower side portion at each end thereof, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side portions of the ribs, a working platform comprising the upper portion of the truck, and removable collapsing and supporting means for the arch portions of the ribs carried by the truck above the platform. 7
3. In combination in a tunnel form open at the bottom, a series of supporting ribs each comprising an upper arch portion in two sections hinged together at substantially the center of the mold and alower side portion at the lower end of each section thereof, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side portions of the ribs, a working platform comprising the upper portion of the truck, and removable collapsing and supporting means for the arch portions of the ribs carried by the truck above the plat form.
4. In combination in a tunnel form open at the bottom, a series of supporting ribs each comprising an upper arch portion in two sections hinged together and a lower side portion detachably secured'to the lower end of each section thereof, lagging plates detachably secured to the ribs one above the other, a truck body movable longitudinally of the form, collapsing means for the side Looasee portions of the ribs, an elevated Working platform mounted upon upright supports carried by the truck body, and a standard removably mounted upon the platform and provided with an elevating bar and laterally extending collapsing rods detachably secured to the ribs.
In combination in a tunnel form open at the bottom, a series of continuous collapsible supporting ribs, each comprising an arch portion and side sections, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side sections out the ribs, a Working platform comprising the upper portion of the truck, and removable raising and lowering means for the ribs carried by the truck above the platform.
6. In combination in a tunnel form open at the bottom, comprising a series of supporting ribs each comprising an upper arch portion in two sections hinged together at substantially the center of the mold and a loiver side section detachably secured to the lower end of cach section thereof, lagging plates detachably secured to the ribs one above the other, a truck movable longitudinally of the form, collapsing means for the side sections of the ribs, a working platform comprising the upper portion of the truck, and removable raising and lowering means for the ribs carried by the truck above the platform.
In testimony whereof I have hereunto signed my name in the presence of the two subscribed 'Wii'HESSQS.
CHARLES D. liloARlTHUll.
Witnesses HARVEY L. Lnormnn,
JOHN V. WHITE.
US54257210A 1910-02-04 1910-02-04 Tunnel-form. Expired - Lifetime US1009848A (en)

Priority Applications (1)

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US54257210A US1009848A (en) 1910-02-04 1910-02-04 Tunnel-form.

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2598830A (en) * 1949-12-29 1952-06-03 Ibec Housing Corp Apparatus for molding concrete walls
US2803867A (en) * 1953-08-12 1957-08-27 Carroll C Martin Exterior and interior wall form bucks
DE1184721B (en) * 1957-07-03 1965-01-07 Bochumer Ges Fuer Grubenausbau Formwork frame for straight lines and shafts to be provided with concrete linings
US3234620A (en) * 1962-08-23 1966-02-15 Thomas W Short Hyperbolic paraboloid roof construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2598830A (en) * 1949-12-29 1952-06-03 Ibec Housing Corp Apparatus for molding concrete walls
US2803867A (en) * 1953-08-12 1957-08-27 Carroll C Martin Exterior and interior wall form bucks
DE1184721B (en) * 1957-07-03 1965-01-07 Bochumer Ges Fuer Grubenausbau Formwork frame for straight lines and shafts to be provided with concrete linings
US3234620A (en) * 1962-08-23 1966-02-15 Thomas W Short Hyperbolic paraboloid roof construction

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