US3579759A - Trellis unit for making of beams - Google Patents

Trellis unit for making of beams Download PDF

Info

Publication number
US3579759A
US3579759A US689631A US3579759DA US3579759A US 3579759 A US3579759 A US 3579759A US 689631 A US689631 A US 689631A US 3579759D A US3579759D A US 3579759DA US 3579759 A US3579759 A US 3579759A
Authority
US
United States
Prior art keywords
rollers
trellis
trellis unit
movable
unit
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
US689631A
Inventor
Giorgio Zuccolo
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.)
Deutz Allis Corp
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3579759A publication Critical patent/US3579759A/en
Assigned to CONNECTICUT NATIONAL BANK THE, A NATIONAL BANKING ASSOCIATION AS TRUSTEE, WOODS KATHLEEN D., AS TRUSTEE reassignment CONNECTICUT NATIONAL BANK THE, A NATIONAL BANKING ASSOCIATION AS TRUSTEE SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ALLIS-CHALMERS CORPORATION A DE CORP.
Assigned to DEUTZ-ALLIS CORPORATION A CORP OF DE reassignment DEUTZ-ALLIS CORPORATION A CORP OF DE ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: ALLIS-CHALMER CORPORATION A DE CORP
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed

Definitions

  • This invention relates to a trellis unit for the making of beams and refers more particularly to a construction trellis unit for the formation and setting up of beams and the like in cement conglomerate.
  • An object of the present invention is to improve prior-art constructions
  • Other objects of the present invention will become apparent in the course of the following specification.
  • the form When the concrete has set, the form is opened, the element is lifted, the form is slid out from below and the element thus formed is lowered upon bridge bearings by automatic hoists running on the upper beams of the trellis unit.
  • the trellis unit of the present invention has a two-sided reticular framework with upper windbraces; it can move in the direction of its axis and transversely thereto by means of rollers provided with hydraulic jacks which can also operate on inclined surfaces, These rollers are rotatably mounted on vertical pins so that they permit angular displacements on a horizontal plane during the transfer. Automatic traveling hoists provided with a casting bucket rest upon the upper beams of the frame.
  • the trellis unit of the present invention is provided with all means necessary for the complete casting of structures in cement conglomerate, including apparatus for steam treatment, devices for the stressing of precompression cables, etc., thus depending on external supply only as far as the adduction of metal reinforcement cages and concrete is concerned.
  • the trellis unit of the present invention is particularly suitable for the construction of beam bridges of the type having multiple beams supporting a flat platform. However, it can be also used for constructing canal bridges for navigable waterways, tubular bridges for aqueducts, industrial structures with multiple bands, piers, etc.
  • FIG. 1 is a side view showing the entire trellis unit of the present invention prior to the introduction of metal reinforcement into the form.
  • FIG. 2 is similar to FIG. I but shows the unit after the posi-- tioning of the form in relation to the span of the bay under construction.
  • FIG. 3 is a side view on a larger scale of the working bay of the trellis unit prior to the lowering of the beam.
  • FIG. 4 is a cross section of the trellis unit showing it immediately after the completion of the casting of the fonn.
  • FIG. is a similar cross section showing the trellis unit with the fonn open and the beam in place.
  • FIG. 6 is a similar cross section showing the trellis unit with the fonn open and the element raised.
  • FIG. 7 is a side view, partly in section, of the trellis unit with an automatic door-shaped crane.
  • FIG. 8 is a side view of a part of the trellis unit frame with the door-shaped crane and the hoists in place.
  • the trellis unit shown in the drawings includes a rectangular bridge frame 1 having lower supports 2 which rest on rollers 3. As shown in FIG. 8, the rollers 3 are carried by hydraulic jacks 4 so that they can be moved vertically.
  • the jacks 4 are supported on carriages 5 (FIG. 7) carrying wheels 6 which are movable on runways 7 extending transversely to the axis of the trellis unit.
  • Rollers 3 are connected with vertical pins provided with bearing discs 25 (FIG. 8), so that a rotation through any angle is possible, thereby permitting the trellis unit to be displaced angularly on a horizontal plane.
  • rollers are hooked onto the lower boom of the trellis along the and small rollers are provided which enable the rollers 3 to move along the trellis itself.
  • An angular crane 9 and automatic traveling hoists I0 and 11 move upon the upper bearers 8 of the trellis unit.
  • the crane 9 is provided with a winch 12 (FIG. 7) moving along a bridge beam I3.
  • the crane 9 is coupled with the hoist 10 (FIG. 8).
  • a form l4 is carried by wheels I5 and moves within the trellis frame 1 (FIG. I).
  • the wheels 15 may extend below the form 14 or may be located at the sides of the frame, as shown in FIG. 4. They can be mounted on axles carried by bearings in rubber.
  • the form 14 has movable inner walls 16 the movement of which is controlled by hydraulic jacks 17 located upon the sides of the walls 16. Small guiding trolleys are provided at the lower ends of the inner walls.
  • a metal reinforcement 18 (FIG. I) is introduced into the form along with suitable sliding devices by trolleys 19 which bring it to the construction trellis unit. Then casting can be effected inside the form by a bucket 20 (FIG. 2).
  • the bucket 20 is carried by the crane 9 which transfers it from an initial position wherein the loading of theconglomerate from the mixer takes place, possibly with the use of a rotary conveyor carpet, to the location wherein the casting takes place.
  • Suitable devices well known in the art for the prestressing of the reinforcement cables can be located at the ends of the form 14 if prestressed castings are being constructed.
  • the casting can be covered by a plastic laminate 21 (FIG. 5) or the like and then jets of steam are introduced into the air gap which are supplied by a generator 22 along transmission lines 23 (FIG. 2). This follows a well known procedure to provide rapid saturation of the conglomerate.
  • the casting When the casting is completed, with the walls of the form open, the casting is gripped by the hoists II FIG. 6) with the aid of gripping devices 24 and is lifted to enable the withdrawal of the form 14.
  • the form 14 moves on wheels 15 and is returned to the initial part of the trellis frame I.
  • the bay element is then lowered upon the bridge bearings, as illustrated by broken lines in F IG. 3.
  • the trellis unit of the present invention which can be displaced longitudinally or transversely to its own axis, makes it possible to provide for a successive formation of adjacent bay elements, as indicated in FIG. 7 and for a transfer of the trellis unit to the next bay.
  • Suitable changes in shape may be made to provide bay elements of different shapes and sections for canal bridges, tubular bridges, and the like.
  • the crane 9 provided with the beam 13 carrying the automatic winch 12, makes it possible to lower various subsidiary elements, such as transverse pieces, concrete slab elements and the like, thus employing the trellis unit for the finishing of adjacent structural elements which using the saturation period of the castings which are inside the trellis.
  • the trellis unit may be also equipped with an attached platform which could be used for the preparation of the metal reinforcements and for the mixing of the concrete, thereby providing a truly complete transportable trellis unit.
  • a construction trellis unit comprising a bridge frame having upper bearers and lower supports, rollers extending in the longitudinal direction of the frame, said supports resting upon said rollers, hydraulic jacks connected with said rollers, bearing discs connected with said rollers, carriages supporting said jacks and said discs, wheels carried by said carriages and extending transversely to the direction of said rollers, a crane movably mounted upon said upper bearers, at least one hoist coupled with said crane, a form, and wheels carried by said form and supporting it for movement within said bridge frame between said upper bearers and said lower supports.
  • a trellis unit in accordance wit claim 1 wherein said form comprises outer walls, movable inner walls and hydraulic jacks carried by said outer walls and connected with said inner walls for moving the inner walls.
  • a trellis unit in accordance with claim 1, comprising a reinforcement, trolleys connected with said reinforcement and movable within said bridge. frame for introducing said reinforcement into said form, a bucket carried by said crane for introducing a casting into said form, a laminate covering said form and means introducing jets of steam inside the form.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A construction trellis unit for the formation and setting up of beams and the like in cement conglomerate, consists of a twosided reticular framework movable longitudinally or transversely to its axis by bearing rollers. A metal form with movable walls can be slid into the framework for effecting the castings of conglomerate. When completed, the castings are lowered directly upon bridge bearings by hoists movable upon the upper booms of the trellis and prior to the withdrawal of the movable form.

Description

D United States Patent n113,579,759
[72] Inventor Giorgio Zuccolo 2,686,659 7/1954 Bittner 25/131.5X Via Arrigoni, Peraga di Vigonza, Padova, 2,968,082 1/ 1961 Schutze 25/2X Italy 3,003,219 10/1961 Suter 25/1X [2]] Appl. Nov 689,631 3,080,636 3/1963 Zerlaut..... 25/121X [22] Filed Dec. 11, 1967 3,217,375 11/1965 Kinnard 25/41.] 1 t n y 5, 1971 FOREIGN PATENTS Pmmy $2 1966 906,034 5/1945 France 25/121 3 1 5,631/ 6 Primary Examiner-J. Spencer Overholser Assistant Examiner-Ben D. Tobor Attorney-Richards & Geier [54] TRELLIS UNIT FOR MAKING OF BEAMS 3 Claims, 8 Drawing Figs. [52] U.S. Cl 25/13l.6,
249/50, 249/209 [51 it. A construction trellis unit for the formation and Fleld of Search i etting u of beams and the in cement conglomerate con- (J),4l.7,2, 1 (M), 121 (P), 121, 131.5 (A), 131.6, 131.5 (B); 249/50, 66, 209, 210,21 1,2, 13,
[56] References Cited UNITED STATES PATENTS 2,536,377 1/1951 Lachaise 25/121 sists of a two-sided reticular framework movable longitudinally or transversely to its axis by bearing rollers. A metal form with movable walls can be slid into the framework for effecting the castings of conglomerate. When completed, the castings are lowered directly upon bridge bearings by hoists movable upon the upper booms of the trellis and prior to the withdrawal of the movable fomi.
PATENTEU MAYZSIQYI 3579 '7 58 saw a nr 4 him ill
INVENTOR.
GIORGIO ZUCCOLO PATENTEU rm2 lsvl 3579.759
' sum u or 4 A v 3 2 e 25 WW U GIORGIO ZUCCOLO TRELLIS UNIT FOR MAKING OF BEAMS This invention relates to a trellis unit for the making of beams and refers more particularly to a construction trellis unit for the formation and setting up of beams and the like in cement conglomerate.
Modern practice of constructing road and canal bridges, tubular bridges for aqueducts, piers, industrial structures with bands and the like involves the use of long bay elements which are usually prefabricated away from the site, then transported to the site and then launched by being lowered into position by means of devices of various types. Recently launching trellises have been used which cause the prefabricated element to be moved into proper position and then lowered upon the bridge bearings by hoists or similar devices. This makes it necessary to provide a robust construction of the trellis and powerful means for transporting a heavy workload.
An object of the present invention is to improve prior-art constructions Other objects of the present invention will become apparent in the course of the following specification.
In the accomplishment of the objectives of the present invention it was found desirable to provide a construction trellis unit into which an openable form can run, the form being carried into position by moving on trailing wheels. Then the casting can be done prior to the introduction of the metal reinforcement.
When the concrete has set, the form is opened, the element is lifted, the form is slid out from below and the element thus formed is lowered upon bridge bearings by automatic hoists running on the upper beams of the trellis unit.
The trellis unit of the present invention has a two-sided reticular framework with upper windbraces; it can move in the direction of its axis and transversely thereto by means of rollers provided with hydraulic jacks which can also operate on inclined surfaces, These rollers are rotatably mounted on vertical pins so that they permit angular displacements on a horizontal plane during the transfer. Automatic traveling hoists provided with a casting bucket rest upon the upper beams of the frame.
In general the trellis unit of the present invention is provided with all means necessary for the complete casting of structures in cement conglomerate, including apparatus for steam treatment, devices for the stressing of precompression cables, etc., thus depending on external supply only as far as the adduction of metal reinforcement cages and concrete is concerned.
The trellis unit of the present invention is particularly suitable for the construction of beam bridges of the type having multiple beams supporting a flat platform. However, it can be also used for constructing canal bridges for navigable waterways, tubular bridges for aqueducts, industrial structures with multiple bands, piers, etc.
The invention will appear more clearly from the following detailed description when taken in connection with the accompanying drawings, showing by way of example only, a preferred embodiment of the invention idea.
In the drawings:
FIG. 1 is a side view showing the entire trellis unit of the present invention prior to the introduction of metal reinforcement into the form.
FIG. 2 is similar to FIG. I but shows the unit after the posi-- tioning of the form in relation to the span of the bay under construction.
FIG. 3 is a side view on a larger scale of the working bay of the trellis unit prior to the lowering of the beam.
FIG. 4 is a cross section of the trellis unit showing it immediately after the completion of the casting of the fonn.
FIG. is a similar cross section showing the trellis unit with the fonn open and the beam in place.
FIG. 6 is a similar cross section showing the trellis unit with the fonn open and the element raised.
FIG. 7 is a side view, partly in section, of the trellis unit with an automatic door-shaped crane.
FIG. 8 is a side view of a part of the trellis unit frame with the door-shaped crane and the hoists in place.
The trellis unit shown in the drawings includes a rectangular bridge frame 1 having lower supports 2 which rest on rollers 3. As shown in FIG. 8, the rollers 3 are carried by hydraulic jacks 4 so that they can be moved vertically. The jacks 4 are supported on carriages 5 (FIG. 7) carrying wheels 6 which are movable on runways 7 extending transversely to the axis of the trellis unit. Rollers 3 are connected with vertical pins provided with bearing discs 25 (FIG. 8), so that a rotation through any angle is possible, thereby permitting the trellis unit to be displaced angularly on a horizontal plane.
The rollers are hooked onto the lower boom of the trellis along the and small rollers are provided which enable the rollers 3 to move along the trellis itself.
An angular crane 9 and automatic traveling hoists I0 and 11 move upon the upper bearers 8 of the trellis unit. The crane 9 is provided with a winch 12 (FIG. 7) moving along a bridge beam I3. In the embodiment of the present invention the crane 9 is coupled with the hoist 10 (FIG. 8).
A form l4 is carried by wheels I5 and moves within the trellis frame 1 (FIG. I).
The wheels 15 may extend below the form 14 or may be located at the sides of the frame, as shown in FIG. 4. They can be mounted on axles carried by bearings in rubber.
The form 14 has movable inner walls 16 the movement of which is controlled by hydraulic jacks 17 located upon the sides of the walls 16. Small guiding trolleys are provided at the lower ends of the inner walls.
A metal reinforcement 18 (FIG. I) is introduced into the form along with suitable sliding devices by trolleys 19 which bring it to the construction trellis unit. Then casting can be effected inside the form by a bucket 20 (FIG. 2). The bucket 20 is carried by the crane 9 which transfers it from an initial position wherein the loading of theconglomerate from the mixer takes place, possibly with the use of a rotary conveyor carpet, to the location wherein the casting takes place.
Suitable devices well known in the art for the prestressing of the reinforcement cables can be located at the ends of the form 14 if prestressed castings are being constructed.
The casting can be covered by a plastic laminate 21 (FIG. 5) or the like and then jets of steam are introduced into the air gap which are supplied by a generator 22 along transmission lines 23 (FIG. 2). This follows a well known procedure to provide rapid saturation of the conglomerate.
When the casting is completed, with the walls of the form open, the casting is gripped by the hoists II FIG. 6) with the aid of gripping devices 24 and is lifted to enable the withdrawal of the form 14. The form 14 moves on wheels 15 and is returned to the initial part of the trellis frame I. The bay element is then lowered upon the bridge bearings, as illustrated by broken lines in F IG. 3.
The trellis unit of the present invention which can be displaced longitudinally or transversely to its own axis, makes it possible to provide for a successive formation of adjacent bay elements, as indicated in FIG. 7 and for a transfer of the trellis unit to the next bay.
Suitable changes in shape may be made to provide bay elements of different shapes and sections for canal bridges, tubular bridges, and the like. The crane 9 provided with the beam 13 carrying the automatic winch 12, makes it possible to lower various subsidiary elements, such as transverse pieces, concrete slab elements and the like, thus employing the trellis unit for the finishing of adjacent structural elements which using the saturation period of the castings which are inside the trellis.
The trellis unit may be also equipped with an attached platform which could be used for the preparation of the metal reinforcements and for the mixing of the concrete, thereby providing a truly complete transportable trellis unit.
It is apparent that further variations and modifications can be made in the described example without exceeding the scope of the present invention. All such variations and modifications are to be included within the scope of the present invention.
I claim:
l. A construction trellis unit, comprising a bridge frame having upper bearers and lower supports, rollers extending in the longitudinal direction of the frame, said supports resting upon said rollers, hydraulic jacks connected with said rollers, bearing discs connected with said rollers, carriages supporting said jacks and said discs, wheels carried by said carriages and extending transversely to the direction of said rollers, a crane movably mounted upon said upper bearers, at least one hoist coupled with said crane, a form, and wheels carried by said form and supporting it for movement within said bridge frame between said upper bearers and said lower supports.
2. A trellis unit in accordance wit claim 1, wherein said form comprises outer walls, movable inner walls and hydraulic jacks carried by said outer walls and connected with said inner walls for moving the inner walls.
3. A trellis unit in accordance with claim 1, comprising a reinforcement, trolleys connected with said reinforcement and movable within said bridge. frame for introducing said reinforcement into said form, a bucket carried by said crane for introducing a casting into said form, a laminate covering said form and means introducing jets of steam inside the form.

Claims (3)

1. A construction trellis unit, comprising a bridge frame having upper bearers and lower supports, rollers extending in the longitudinal direction of the frame, said supports resting upon said rollers, hydraulic jacks connected with said rollers, bearing discs connected with said rollers, carriages supporting said jacks and said discs, wheels carried by said carriages and extending transversely to the direction of said rollers, a crane movably mounted upon said upper bearers, at least one hoist coupled with said crane, a form, and wheels carried by said form and supporting it for movement within said bridge frame between said upper bearers and said lower supports.
2. A trellis unit in accordance wit claim 1, wherein said form comprises outer walls, movable inner walls and hydraulic jacks carried by said outer walls and connected with said inner walls for moving the inner walls.
3. A trellis unit in accordance with claim 1, comprising a reinforcement, trolleys connected with said reinforcement and movable within said bridge frame for introducing said reinforcement into said form, a bucket carried by said crane for introducing a casting into said form, a laminate covering said form and means introducing jets of steam inside the form.
US689631A 1966-12-13 1967-12-11 Trellis unit for making of beams Expired - Lifetime US3579759A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT6663166 1966-12-13

Publications (1)

Publication Number Publication Date
US3579759A true US3579759A (en) 1971-05-25

Family

ID=11298567

Family Applications (1)

Application Number Title Priority Date Filing Date
US689631A Expired - Lifetime US3579759A (en) 1966-12-13 1967-12-11 Trellis unit for making of beams

Country Status (3)

Country Link
US (1) US3579759A (en)
DE (1) DE1658641C3 (en)
FR (1) FR1558417A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3942618A (en) * 1972-01-03 1976-03-09 Franklin James W Rollerway for handling molding apparatus
US3966164A (en) * 1973-08-13 1976-06-29 Interform, Inc. Adjustable truss support and form for concrete construction
US3985480A (en) * 1972-08-18 1976-10-12 Dyckerhoff & Widmann Ag Apparatus for the sectional cantilever construction of bridge girder systems
US3989218A (en) * 1973-07-17 1976-11-02 Societe D'etudes De Genie Civil Et De Techniques Industrielles (Ge.C.T.I.) Cantilever form used in bridge construction
US4087220A (en) * 1974-03-12 1978-05-02 Kurt Koss Apparatus for building a concrete bridge superstructure
CN1061117C (en) * 1994-02-25 2001-01-24 铁道建筑研究设计院 Bridge span erecting machine
US7243474B2 (en) * 2002-01-18 2007-07-17 Matthew Russell Methods and apparatus for forming and placing generally horizontal structures
WO2015185959A1 (en) * 2014-06-06 2015-12-10 Soletanche Freyssinet Method for building a bridge and bridge-building apparatus
US9951485B2 (en) * 2014-10-27 2018-04-24 Rubrica Ingenieria Y Arquitectura,S.L. Cart for building a bridge board forward progressive
US10214395B2 (en) * 2017-07-12 2019-02-26 Da Pan Gantry assembly and a system for replacing single or double railway bridges

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2938029A1 (en) * 1979-09-20 1981-04-02 Polensky & Zöllner, 6000 Frankfurt METHOD FOR PRODUCING A CABLE ROPE OR TOW BELT BRIDGE
DE3124038C2 (en) * 1981-06-19 1985-03-07 Philipp Holzmann Ag, 6000 Frankfurt Method and device for producing structures such as bridges using precast concrete girders
US5511268A (en) * 1994-08-08 1996-04-30 The United States Of America As Represented By The Secretary Of Commerce Construction of large structures by robotic crane placement of modular bridge sections

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR906034A (en) * 1943-07-23 1945-12-20 Cementi Armati Centrifugati Sc Mold for the manufacture of reinforced cement beams and manufacturing processes
US2536377A (en) * 1944-12-07 1951-01-02 Lachaise Jean Celest Hippolyte Mold for the production of building members
US2686659A (en) * 1951-09-17 1954-08-17 Bittner Fredwill Form hoist
US2968082A (en) * 1956-02-18 1961-01-17 Alweg Forschung Gmbh Mold assemblies
US3003219A (en) * 1959-05-23 1961-10-10 Strabag Bau Ag Method and means for erecting elongated structures of concrete
US3080636A (en) * 1959-07-13 1963-03-12 Wed Entpr Inc Apparatus for the forming of concrete
US3217375A (en) * 1962-07-06 1965-11-16 Span Deck Inc Apparatus for forming concrete planks or slabs having acoustical properties

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR906034A (en) * 1943-07-23 1945-12-20 Cementi Armati Centrifugati Sc Mold for the manufacture of reinforced cement beams and manufacturing processes
US2536377A (en) * 1944-12-07 1951-01-02 Lachaise Jean Celest Hippolyte Mold for the production of building members
US2686659A (en) * 1951-09-17 1954-08-17 Bittner Fredwill Form hoist
US2968082A (en) * 1956-02-18 1961-01-17 Alweg Forschung Gmbh Mold assemblies
US3003219A (en) * 1959-05-23 1961-10-10 Strabag Bau Ag Method and means for erecting elongated structures of concrete
US3080636A (en) * 1959-07-13 1963-03-12 Wed Entpr Inc Apparatus for the forming of concrete
US3217375A (en) * 1962-07-06 1965-11-16 Span Deck Inc Apparatus for forming concrete planks or slabs having acoustical properties

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3942618A (en) * 1972-01-03 1976-03-09 Franklin James W Rollerway for handling molding apparatus
US3985480A (en) * 1972-08-18 1976-10-12 Dyckerhoff & Widmann Ag Apparatus for the sectional cantilever construction of bridge girder systems
US3989218A (en) * 1973-07-17 1976-11-02 Societe D'etudes De Genie Civil Et De Techniques Industrielles (Ge.C.T.I.) Cantilever form used in bridge construction
US3966164A (en) * 1973-08-13 1976-06-29 Interform, Inc. Adjustable truss support and form for concrete construction
US4087220A (en) * 1974-03-12 1978-05-02 Kurt Koss Apparatus for building a concrete bridge superstructure
CN1061117C (en) * 1994-02-25 2001-01-24 铁道建筑研究设计院 Bridge span erecting machine
US7243474B2 (en) * 2002-01-18 2007-07-17 Matthew Russell Methods and apparatus for forming and placing generally horizontal structures
US20080302058A1 (en) * 2002-01-18 2008-12-11 Matthew Russell Methods and apparatus for forming and placing generally horizontal structures
WO2015185959A1 (en) * 2014-06-06 2015-12-10 Soletanche Freyssinet Method for building a bridge and bridge-building apparatus
CN106574449A (en) * 2014-06-06 2017-04-19 索列丹斯-弗莱西奈公司 Method for building a bridge and bridge-building apparatus
US10006176B2 (en) 2014-06-06 2018-06-26 Soletanche Freyssinet Method for building a bridge and bridge-building apparatus
CN106574449B (en) * 2014-06-06 2018-12-04 索列丹斯-弗莱西奈公司 It builds the method for bridge and builds the device of bridge
US9951485B2 (en) * 2014-10-27 2018-04-24 Rubrica Ingenieria Y Arquitectura,S.L. Cart for building a bridge board forward progressive
US10214395B2 (en) * 2017-07-12 2019-02-26 Da Pan Gantry assembly and a system for replacing single or double railway bridges

Also Published As

Publication number Publication date
FR1558417A (en) 1969-02-28
DE1658641B2 (en) 1977-08-04
DE1658641C3 (en) 1978-04-06
DE1658641A1 (en) 1970-10-29

Similar Documents

Publication Publication Date Title
US3579759A (en) Trellis unit for making of beams
CN107338727B (en) Integrally-disassembled and assembled anti-collision wall template and walking type rail hanging and moving system thereof
US7114305B2 (en) Hybrid arched overfilled structure
US3448511A (en) Arrangement and method for constructing multispan bridges or the like
CN101787678B (en) Large-span section assembling bridge manufacturing machine and assembling construction process thereof
CN109869164B (en) Construction method for pouring porous separation type tunnel by combined type hydraulic template trolley
CN110145341A (en) A kind of gang form system for circular tunnel concreting
CN110173281A (en) A kind of sliding mode system for circular tunnel concreting
GB2262128A (en) Tunnel shuttering
CN211496656U (en) Purlin hangs equipment
US11480054B2 (en) Rapid construction method for secondary lining of small-section tunnel
CN212578864U (en) Automatic prefabricated light T beam system
JPH11222819A (en) Execution method of elevated structure using building girder
CN212835507U (en) Concrete reinforcement cage ligature and conversion equipment
CN201598572U (en) Large-span segment assembly bridge fabrication machine
CN209619827U (en) Full-hydraulic crawler-type self trestle
CN209024979U (en) A kind of prestressed concrete box girder precast segment free cantilever erection system
JPH0332677Y2 (en)
JP2768281B2 (en) Bridge construction method
JPH08135182A (en) Timbering sliding construction method
CN204311360U (en) A kind of traversing carriage being applied to the simple supported box beam section assembling of bridge construction
US3266637A (en) Building crane for erection of tower-type structures
CN114645515B (en) Casting equipment and casting method for concrete segmental box girder
JPH0639878B2 (en) Moving mechanism for mobile formwork for lining
JP3395565B2 (en) Dam concrete placement device and method

Legal Events

Date Code Title Description
AS Assignment

Owner name: WOODS KATHLEEN D., AS TRUSTEE

Free format text: SECURITY INTEREST;ASSIGNOR:ALLIS-CHALMERS CORPORATION A DE CORP.;REEL/FRAME:004149/0001

Effective date: 19830329

Owner name: CONNECTICUT NATIONAL BANK THE, A NATIONAL BANKING

Free format text: SECURITY INTEREST;ASSIGNOR:ALLIS-CHALMERS CORPORATION A DE CORP.;REEL/FRAME:004149/0001

Effective date: 19830329

AS Assignment

Owner name: DEUTZ-ALLIS CORPORATION BOX 933, MILWAUKEE, WI 53

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:ALLIS-CHALMER CORPORATION A DE CORP;REEL/FRAME:004434/0722

Effective date: 19850627