US3373571A - Apparatus for handling steel forms in tunnels - Google Patents

Apparatus for handling steel forms in tunnels Download PDF

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Publication number
US3373571A
US3373571A US519030A US51903066A US3373571A US 3373571 A US3373571 A US 3373571A US 519030 A US519030 A US 519030A US 51903066 A US51903066 A US 51903066A US 3373571 A US3373571 A US 3373571A
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forms
tunnels
tunnel
steel forms
handling steel
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US519030A
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William M Records
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Ewing Records & Associates Inc
Ewing-Records & Associates Inc
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Ewing Records & Associates Inc
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102Removable shuttering; Bearing or supporting devices therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/40Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries

Definitions

  • the system includes a vertically extending hanger suspended from the top of the tunnel and supporting a plurality of rollers upon which the collapsible forms are suspended and a stripping ratchet interconnecting the form elements so as to radially expand the elements for pouring of concrete and to radially inwardly collapse the forms for stripping.
  • the torms are collapsed they engage the roller assemblies and upon which they are moved longitudinally within the tunnel for resetting.
  • the present invention relates generally to the handling of steel forms in tunnels and particularly to an apparatus capable of moving and setting steel forms while utilizing minimum tunnel space.
  • Another object of the present invention is to permit the moving and setting of steel forms with a construction designed to minimize space requirements.
  • Still a further object of the present invention is to support steel forms during movement and setting from a simple roller assembly located at top of the tunnel thus permitting passage of men and material through the forms.
  • Still another object of the present invention is to provide forms with simple hinge construction allowing maximum space for passage of men and material while permitting concrete to be pumped into the tunnel forms at centerline.
  • FIG. 1 is a section view illustrating the form in traveling position
  • FIG. 2 is a section view illustrating the form in pouring position
  • FIG. 3 is an enlarged section view illustrating details of the roller assembly and the form in collapsed position.
  • FIG. 4 is section view illustrating details of the roller assembly and the form in concreting position.
  • the present system consists of a plurality of hangers 10 which are fastened to supporting ring beams 12 within tunnel 14. Attached to the threaded lower portions 16 of hangers 10 with bolts 18 are roller assemblies 20. During movement, forms 22 are collapsed and fed onto rollers 20, their weight, importantly, being supported entirely by rollers 20.
  • rollers 20 While forms 22 are being concreted, as seen in FIG. 2, rollers 20 remain in place to form a finished portion of tunnel 14 thus supporting forms 22 in the finished section when they are being moved out.
  • Forms 22 each include a top hinge 24 located directly below rollers 20 and side hinges 26 and 28 enabling assembly of lower segments 30 and 32 of forms 22, engagement occuring along stripping joint 34 when assuming the pouring position of FIG. 2.
  • stripping ratchet 36 enables extension of upper segments 38 and 40 of forms 22.
  • hinge 24 is located in such position that when forms 22 are collapsed, a gap appears through which hanger rods 10 may pass.
  • the broad technique will be similar, continuing to permit concrete to be pumped into tunnel forms 22 at centerline.
  • the concreting operation may simply consist of holes drilled through the earth downward to the center of forms 22. Therefore, it is not necessary to offset hangers 10.
  • FIG. 3 illustrates upper segment 40 of forms 22 in collapsed position
  • FIG. 4 shows upper segments 33 and 49 during concreting position. Note the angular disposition of flange 42 of leg 44 while forms 22 are in collapsed position, as contrasted to the horizontal position of flange 42 during assumption of concreting position.
  • rubber sealing strips and 52 span openings between opposed flanges 42 and are held in place with plate clamps 54 and bolt assemblies 56 Manifestly, variation in design and arrangement of parts may be employed without departing from the spirit and scope of this invention as defined by the sub-joined claim.
  • a system for moving and setting forms in a tunnel comprising:
  • hanger arrangement means attached to and suspended from portions of the top of said tunnel;
  • (C) collapsible forms assemblies including:

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

March 19, 1968 w. RECORDS 7 3,373,571
APPARATUS FOR HANDLING STEEL FORMS IN 'I'UNNELS Filed Jan. 6, 1966 2 Sheets$heet 1 INVENTOR W. M. RECORDS ATTORNEYS W. M. RECORDS March 19, 1968 APPARATUS FOR HANDLING STEEL FORMS IN TUNNELS Filed Jan. 6, 1966 2 Sheets-Sheet 2 5 mm m. R mm 0 mm M M w 0 w 4 4 United States Patent 3,373,571 APPARATUS FOR HANDLING STEEL FORMS IN TUNNELS William M. Records, San Antonio, Tex., assignor to Ewing-Records & Associates, Inc., Converse, Tex.,
a corporation of Texas Filed Jan. 6, 1966, Ser. No. 519,030 1 Claim. (Cl. 61-84) ABSTRACT 8F THE DISCLOSURE Concrete forms, particularly collapsible steel forms movable longitudinally upon rollers in tunnel construction.
Summary of the invention A system for moving and setting steel forms in a tunnel, utilizing minimum peripheral space and enabling longitudinal movement of the collapsed forms upon rollers. The system includes a vertically extending hanger suspended from the top of the tunnel and supporting a plurality of rollers upon which the collapsible forms are suspended and a stripping ratchet interconnecting the form elements so as to radially expand the elements for pouring of concrete and to radially inwardly collapse the forms for stripping. As the torms are collapsed they engage the roller assemblies and upon which they are moved longitudinally within the tunnel for resetting.
The present invention relates generally to the handling of steel forms in tunnels and particularly to an apparatus capable of moving and setting steel forms while utilizing minimum tunnel space.
Numerous inventors, such as Wolfe (Patent No. 1,292,- 203), ORourke (Patent No. 1,382,668), Jessen (Patent No. 2,547,946), Bossner (Patent No. 2,870,518), Card (Patent No. 3,022,562), Clark (Patent No. 3,075,359) and Cunningham (Patent No. 3,169,376), have addressed themselves to the problem of moving and setting steel forms in tunnels and aqueducts. conventionally, a carriage or traveler equipped with wheels which run on rails laid on invert or on finished concrete is used, which collapses the forms and moves them to their new position. The primary disadvantage of such wheeled carriage arrangements is the amount of room or space taken up In tunnel which, of course, is always at a premium. With the present invention, considerable room for the passage of men and material through the concrete forms remains.
Accordingly, it is an object of the present invention to permit the moving and setting of steel forms in tunnels with a construction characterized by its simplicity in construction.
Another object of the present invention is to permit the moving and setting of steel forms with a construction designed to minimize space requirements.
Still a further object of the present invention is to support steel forms during movement and setting from a simple roller assembly located at top of the tunnel thus permitting passage of men and material through the forms.
Still another object of the present invention is to provide forms with simple hinge construction allowing maximum space for passage of men and material while permitting concrete to be pumped into the tunnel forms at centerline.
Other objects will become apparent from the ensuing specification and attached drawings, wherein:
FIG. 1 is a section view illustrating the form in traveling position;
3,373,571 Patented Mar. 19, 1968 FIG. 2 is a section view illustrating the form in pouring position;
FIG. 3 is an enlarged section view illustrating details of the roller assembly and the form in collapsed position; and
FIG. 4 is section view illustrating details of the roller assembly and the form in concreting position.
As seen in FIG. 1, the present system consists of a plurality of hangers 10 which are fastened to supporting ring beams 12 within tunnel 14. Attached to the threaded lower portions 16 of hangers 10 with bolts 18 are roller assemblies 20. During movement, forms 22 are collapsed and fed onto rollers 20, their weight, importantly, being supported entirely by rollers 20.
While forms 22 are being concreted, as seen in FIG. 2, rollers 20 remain in place to form a finished portion of tunnel 14 thus supporting forms 22 in the finished section when they are being moved out.
Forms 22 each include a top hinge 24 located directly below rollers 20 and side hinges 26 and 28 enabling assembly of lower segments 30 and 32 of forms 22, engagement occuring along stripping joint 34 when assuming the pouring position of FIG. 2. Of course, stripping ratchet 36 enables extension of upper segments 38 and 40 of forms 22. As seen more clearly in FIGS. 1 and 3, hinge 24 is located in such position that when forms 22 are collapsed, a gap appears through which hanger rods 10 may pass. In some instances it may be necessary to have two hinges, in which case the broad technique will be similar, continuing to permit concrete to be pumped into tunnel forms 22 at centerline. Of course, the concreting operation may simply consist of holes drilled through the earth downward to the center of forms 22. Therefore, it is not necessary to offset hangers 10.
While FIG. 3 illustrates upper segment 40 of forms 22 in collapsed position, FIG. 4 shows upper segments 33 and 49 during concreting position. Note the angular disposition of flange 42 of leg 44 while forms 22 are in collapsed position, as contrasted to the horizontal position of flange 42 during assumption of concreting position. As further seen in FIG. 4, rubber sealing strips and 52 span openings between opposed flanges 42 and are held in place with plate clamps 54 and bolt assemblies 56 Manifestly, variation in design and arrangement of parts may be employed without departing from the spirit and scope of this invention as defined by the sub-joined claim.
I claim:
1. A system for moving and setting forms in a tunnel, comprising:
(A) hanger arrangement means attached to and suspended from portions of the top of said tunnel;
(B) roller assemblies mounted upon said hanger means; and
(C) collapsible forms assemblies, including:
(i) four segments held in rotating relationship with respect to each other about a first top hinge and second side hinges;
(ii) supporting means extending circumferentially towards each other from said first two segments about said first top hinge, such that a gap is defined in said forms through which said hanger arrangement means may pass and;
(D) a stripping ratchet interconnecting said first two segments, such as to radially expand said segments and close said gap above said rollers during poursuspended from said roller References Cited UNITED STATES PATENTS Reno 6184 Wolfe 2 5131.6 ORourke 61--84 X Ross 61-43 4 1,722,038 7/1929 Dougherty. 1,734,773 11/1929 Murray. 1,792,084 2/1931 Glasser 25131.6
FOREIGN PATENTS 949,495 2/1949 France.
DAVID J. WILLIAMOWSKY, Primary Examiner.
DENNIS L. TAYLOR, Examiner.
US519030A 1966-01-06 1966-01-06 Apparatus for handling steel forms in tunnels Expired - Lifetime US3373571A (en)

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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3417538A (en) * 1967-02-17 1968-12-24 Calvin B. Dean Kiln liner block supporting structure
JPS4842550A (en) * 1971-10-04 1973-06-20
US3885397A (en) * 1973-11-23 1975-05-27 Taiheiyo Coal Mining Co Ltd Mining shield-supporter
US3903707A (en) * 1973-03-24 1975-09-09 Gewerk Eisenhuette Westfalia Tunneling shields
US4010616A (en) * 1975-09-23 1977-03-08 Richard Lovat Rib expander
US4017052A (en) * 1975-07-09 1977-04-12 Giovanni Azzaroni Tunnel like formwork
DE2850990A1 (en) * 1978-01-06 1979-07-12 Sp Kt Bjuro Glavtonnelmetrostr FORMWORK FOR CONCRETE LINING FOR TUNNEL
EP0024157A1 (en) * 1979-08-09 1981-02-25 Johnston Construction Limited Method of lining or relining tunnels and tunnels lined or relined by such a method
US4379654A (en) * 1980-03-12 1983-04-12 Industrie Pirelli S.P.A. Device for keeping a lining-layer in contact with the walls of a civil-engineering works
FR2574111A1 (en) * 1984-12-04 1986-06-06 Socea Balency Method for lining an underground tunnel, such as an aqueduct and lining unit intended for the implementation of this method
FR2756312A1 (en) * 1996-11-28 1998-05-29 Parra Robert Tunnel coffering system, especially for roadway or railway tunnels
BE1015837A3 (en) * 2002-09-19 2005-10-04 Smet Tunnelling Installation apparatus for segmented lining ring for tunnel wall combination, comprises movable chassis, segment supports and device for moving segments towards tunnel wall

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US466046A (en) * 1891-12-29 Method of and apparatus for constructing tunnels
US1292203A (en) * 1916-10-10 1919-01-21 Thomas L Wolfe Molding apparatus for forming concrete structures.
US1382668A (en) * 1919-11-08 1921-06-28 John F O'rourke Means for supporting tunnel-lining segments
US1642559A (en) * 1923-02-26 1927-09-13 Purdue University Sectional tunnel
US1722038A (en) * 1927-03-17 1929-07-23 Monolithic Form Device Company Form for use in constructing monolithic sewers and the like
US1734773A (en) * 1928-03-05 1929-11-05 Scott E Murray Collapsible steel form
US1792084A (en) * 1926-06-09 1931-02-10 Blaw Knox Co Method of and apparatus for tunnel construction
FR949495A (en) * 1947-07-11 1949-08-31 Blaw Knox Cie Fse Improvement in metal formwork processes for galleries or tunnels with circular or other cross-section

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US466046A (en) * 1891-12-29 Method of and apparatus for constructing tunnels
US1292203A (en) * 1916-10-10 1919-01-21 Thomas L Wolfe Molding apparatus for forming concrete structures.
US1382668A (en) * 1919-11-08 1921-06-28 John F O'rourke Means for supporting tunnel-lining segments
US1642559A (en) * 1923-02-26 1927-09-13 Purdue University Sectional tunnel
US1792084A (en) * 1926-06-09 1931-02-10 Blaw Knox Co Method of and apparatus for tunnel construction
US1722038A (en) * 1927-03-17 1929-07-23 Monolithic Form Device Company Form for use in constructing monolithic sewers and the like
US1734773A (en) * 1928-03-05 1929-11-05 Scott E Murray Collapsible steel form
FR949495A (en) * 1947-07-11 1949-08-31 Blaw Knox Cie Fse Improvement in metal formwork processes for galleries or tunnels with circular or other cross-section

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3417538A (en) * 1967-02-17 1968-12-24 Calvin B. Dean Kiln liner block supporting structure
JPS4842550A (en) * 1971-10-04 1973-06-20
US3903707A (en) * 1973-03-24 1975-09-09 Gewerk Eisenhuette Westfalia Tunneling shields
US3885397A (en) * 1973-11-23 1975-05-27 Taiheiyo Coal Mining Co Ltd Mining shield-supporter
US4017052A (en) * 1975-07-09 1977-04-12 Giovanni Azzaroni Tunnel like formwork
US4010616A (en) * 1975-09-23 1977-03-08 Richard Lovat Rib expander
DE2850990A1 (en) * 1978-01-06 1979-07-12 Sp Kt Bjuro Glavtonnelmetrostr FORMWORK FOR CONCRETE LINING FOR TUNNEL
US4315701A (en) * 1978-01-06 1982-02-16 Ivanov Valentin A Shuttering for erecting a concrete tunnel lining
EP0024157A1 (en) * 1979-08-09 1981-02-25 Johnston Construction Limited Method of lining or relining tunnels and tunnels lined or relined by such a method
US4379654A (en) * 1980-03-12 1983-04-12 Industrie Pirelli S.P.A. Device for keeping a lining-layer in contact with the walls of a civil-engineering works
FR2574111A1 (en) * 1984-12-04 1986-06-06 Socea Balency Method for lining an underground tunnel, such as an aqueduct and lining unit intended for the implementation of this method
FR2756312A1 (en) * 1996-11-28 1998-05-29 Parra Robert Tunnel coffering system, especially for roadway or railway tunnels
BE1015837A3 (en) * 2002-09-19 2005-10-04 Smet Tunnelling Installation apparatus for segmented lining ring for tunnel wall combination, comprises movable chassis, segment supports and device for moving segments towards tunnel wall

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