US3407559A - Crane towers and the like hoisting apparatus - Google Patents

Crane towers and the like hoisting apparatus Download PDF

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US3407559A
US3407559A US504368A US50436865A US3407559A US 3407559 A US3407559 A US 3407559A US 504368 A US504368 A US 504368A US 50436865 A US50436865 A US 50436865A US 3407559 A US3407559 A US 3407559A
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mast
cross
tower
dihedrals
crane
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US504368A
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Durand Pierre
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Richier SA
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Richier SA
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    • C—CHEMISTRY; METALLURGY
    • C23—COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
    • C23C—COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; SURFACE TREATMENT OF METALLIC MATERIAL BY DIFFUSION INTO THE SURFACE, BY CHEMICAL CONVERSION OR SUBSTITUTION; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL
    • C23C22/00—Chemical surface treatment of metallic material by reaction of the surface with a reactive liquid, leaving reaction products of surface material in the coating, e.g. conversion coatings, passivation of metals
    • C23C22/05—Chemical surface treatment of metallic material by reaction of the surface with a reactive liquid, leaving reaction products of surface material in the coating, e.g. conversion coatings, passivation of metals using aqueous solutions
    • C23C22/06—Chemical surface treatment of metallic material by reaction of the surface with a reactive liquid, leaving reaction products of surface material in the coating, e.g. conversion coatings, passivation of metals using aqueous solutions using aqueous acidic solutions with pH less than 6
    • C23C22/07—Chemical surface treatment of metallic material by reaction of the surface with a reactive liquid, leaving reaction products of surface material in the coating, e.g. conversion coatings, passivation of metals using aqueous solutions using aqueous acidic solutions with pH less than 6 containing phosphates
    • C23C22/08—Orthophosphates
    • C23C22/12—Orthophosphates containing zinc cations
    • C23C22/13—Orthophosphates containing zinc cations containing also nitrate or nitrite anions
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
    • B66C23/28—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
    • B66C23/283—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels with frameworks composed of assembled elements
    • B66C23/286—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels with frameworks composed of assembled elements with locking devices
    • C—CHEMISTRY; METALLURGY
    • C23—COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
    • C23F—NON-MECHANICAL REMOVAL OF METALLIC MATERIAL FROM SURFACE; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL; MULTI-STEP PROCESSES FOR SURFACE TREATMENT OF METALLIC MATERIAL INVOLVING AT LEAST ONE PROCESS PROVIDED FOR IN CLASS C23 AND AT LEAST ONE PROCESS COVERED BY SUBCLASS C21D OR C22F OR CLASS C25
    • C23F11/00—Inhibiting corrosion of metallic material by applying inhibitors to the surface in danger of corrosion or adding them to the corrosive agent
    • C23F11/08—Inhibiting corrosion of metallic material by applying inhibitors to the surface in danger of corrosion or adding them to the corrosive agent in other liquids
    • C23F11/10—Inhibiting corrosion of metallic material by applying inhibitors to the surface in danger of corrosion or adding them to the corrosive agent in other liquids using organic inhibitors
    • C—CHEMISTRY; METALLURGY
    • C23—COATING METALLIC MATERIAL; COATING MATERIAL WITH METALLIC MATERIAL; CHEMICAL SURFACE TREATMENT; DIFFUSION TREATMENT OF METALLIC MATERIAL; COATING BY VACUUM EVAPORATION, BY SPUTTERING, BY ION IMPLANTATION OR BY CHEMICAL VAPOUR DEPOSITION, IN GENERAL; INHIBITING CORROSION OF METALLIC MATERIAL OR INCRUSTATION IN GENERAL
    • C23G—CLEANING OR DE-GREASING OF METALLIC MATERIAL BY CHEMICAL METHODS OTHER THAN ELECTROLYSIS
    • C23G1/00—Cleaning or pickling metallic material with solutions or molten salts
    • C23G1/02—Cleaning or pickling metallic material with solutions or molten salts with acid solutions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/08—Structures made of specified materials of metal
    • E04H12/10—Truss-like structures

Definitions

  • the first one consists in forming each panel by two half ribs connected by cross-braces and cross-members.
  • the other known method consists in forming each panel by a rib carrying on one side, the stays and crossmembers corresponding to said panel and secured to the rib forming part of the adjacent panel, while the other side is provided with fittings to which are secured the cross braces and cross-members of the other adjacent panel.
  • Said prior methods have the drawback of a large bulk, when the tower is dismantled, since the breadth of the dismantled tower is equal to the breadth of its sides and this is a particularly important drawback for towers having a large cross-section and wherein the breadth of the sides is greater than that of the road gauge permitted by regulations. Furthermore, the panels formed by such flat systems lack rigidity and are thus often subjected to damage during transportation.
  • My invention eliminates these drawbacks and it comprises, for this purpose, a tower or mast for a crane or the like hoisting apparatus wherein the component sections are formed by dihedrals which are directly or indirectly interconnected while their number is equal to that of the sides of the tower or of the mast, each side of the dihedral having a breadth equal to one half of that of the sides of the tower.
  • FIG. 1 is an elevational side view of the crane
  • FIGS. 2 and 3 show, on an enlarged scale, respectively in horizontal sectional and in perspective view a portion of the tower forming part of said crane;
  • FIG. 4 is a horizontal sectional view of a crane of which the tower has a triangular cross-section
  • FIGS. 5 and 6 are larger scale views respectively in elevational side view and from above of one of the dihedrals forming the tower illustrated in FIGS. 1 to 3;
  • FIG. 7 is a horizontal sectional view the section line being shown at VII-VII in FIG. 5
  • FIGS. 8 to 14 show the possibilities of storing a tower in a collapsed position.
  • FIG. 1 shows a crane of the type wherein the tower is constituted by two coaxial masts, the inner mast carrying the jib and being adapted to slide inside the outer mast which is in the shape of a cage and the height of which may be increased through superposition of identical sections.
  • My invention has for its object the execution of the two masts of such a crane, each mast being constituted by superposed sections forming rigid structures obtained each through an assembly of dihedrals.
  • each element forming part of the structure of the two masts of the tower is constituted by rib members 2, cross-members 3 and crossbraces 4 which define together four dihedrals respectively at A, B, C, D.
  • the cross-braces and crossmembers of the successive dihedrals are connected along the cooperating edges of the dihedrals at w, b, c, a, e, f, and the cages formed through the assembly of four such dihedrals are superposed and interconnected as shown at g, h, i, and Means (not shown) thus interconnect the cooperating ends of the cross-members and crossbraces in the successive dihedrals of each section.
  • the number and cross-sectional outline of the dihedrals forming each cage of the tower depends on the cross-sectional outline desired for the mast to be executed.
  • I may use three dihedrals for executing a mast of triangular cross-section, as illustrated in FIG. 4.
  • the ribs 2 forming part of the composition of each dihedral are advantageously constituted by two angle bars welded together so as to form a closed caissonshaped tubular member. Said angle bars may be given the same thickness or different thicknesses in the successive sections, so as to obtain for a same tower ribs of decreasing cross-sections while their strength is sufi'icient for withstanding the stresses exerted on them.
  • their ribs are fished together by inner cores 5 and pins 6 (FIGS. 5 and 7).
  • the oblique cross-braces 4 and the cross-members 3 forming together with the ribs 2 each dihedral are constituted by shaped members which are welded, on the one hand to the rib 2 and on the other hand to the vertical terminal plates 7.
  • the tower of the crane or each mast of the crane or the like hoisting appliance shows the considerable advantage of a restricted bulk when dismantled.
  • the dihedrals have, as a matter of fact, a breadth which is equal to one half of the breadth of the tower or of the mast and these dihedrals may be fitted inside one another or superposed, according to various arrangements such as those illustrated in FIGS. 8 to 14 wherein 8 designates the ladders or the like elements forming part of the crane which 3 I may be housed inside the arrangement formed by the towerin its collapsed position.
  • a polygonal mast for a hoisting appliance comprising at least one section including a number of dihedral structures equal to the number of sides of the mast and forming the corners of the mast and detachably interconnected to each other at points spaced substantial distances from each corner of the mast, each dihedral extending along the sides of the mast a horizontal distance no more than about half the width of the associated side of the mast.
  • a polygonal mast for a hoisting appliance comprising superposed assembled sections including each a number of dihedral structures equal to the number of sides of the mast and constituted by ribs forming the corners of the mast and by cross-members and crossbraces, each side of each dihedral extending over sub stantially one half of the corresponding side of the mast and being-detachably interconnected at its ends with the horizontally adjacent dihedrals.
  • a polygonal mast for a hoisting appliance comprising superposed assembled sections including each a number of dihedral structures equal to the number of sides of the mast and constituted by ribs forming'the corners of the mastand by cross-members and cross-braces, each side of thedihedral structure extending over no more than half of the corresponding side of the mast, and intermediate flat structures detachably. interconnecting the cooperating ends of the cross-members and cross-braces in the successive dihedrals of each section.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Metallurgy (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • General Chemical & Material Sciences (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Transportation (AREA)
  • Jib Cranes (AREA)

Description

P. DURAND 3,407,559
CRANE TOWERS AND THE LIKE HOISTING APPARATUS Oct. 29, 1968 2 Sheets-Sheet 1 Filed Oct. 24, 1965 INVENTOR 1 /52:: A024 AID JAM az ronuzvs Oct. 29 1968 P DU RAND 3,407,559 I CRANE TOWERS AND THE LIKE HOISTING APPARATUS Filed on. 24, 1965 I 2 Sheets-Sheet 2 INVENTOR P1502: buenwo BY ATTORNEYS- United States Patent Ofice 3,407,559 CRANE TOWERS AND THE LIKE HOISTING APPARATUS Pierre Durand, Faurax, Lyons, France, assignor to Richier (Societe Anonyme), Paris, France Filed Oct. 24, 1965, Ser. No. 504,368
Claims priority, applicagizgsl rance, Feb. 23, 1965,
3 Claims. (c1. 52-637) ABSTRACT OF THE DISCLOSURE My invention has for its object towers for cranes and the like hoisting apparatus which towers are disconnectable while their height may be increased through incorporation of sections which after their assembly, form a rigid structure with the other sections. Said sections constituted by ribs, stays and cross-members define generally four flat sides or panels which are assembled with each other along the edges of the tower.
For the execution of such panels, various methods have been resorted to hitherto and of these methods, those which are most used are the two following:
The first one consists in forming each panel by two half ribs connected by cross-braces and cross-members.
The other known method consists in forming each panel by a rib carrying on one side, the stays and crossmembers corresponding to said panel and secured to the rib forming part of the adjacent panel, while the other side is provided with fittings to which are secured the cross braces and cross-members of the other adjacent panel.
Said prior methods have the drawback of a large bulk, when the tower is dismantled, since the breadth of the dismantled tower is equal to the breadth of its sides and this is a particularly important drawback for towers having a large cross-section and wherein the breadth of the sides is greater than that of the road gauge permitted by regulations. Furthermore, the panels formed by such flat systems lack rigidity and are thus often subjected to damage during transportation.
My invention eliminates these drawbacks and it comprises, for this purpose, a tower or mast for a crane or the like hoisting apparatus wherein the component sections are formed by dihedrals which are directly or indirectly interconnected while their number is equal to that of the sides of the tower or of the mast, each side of the dihedral having a breadth equal to one half of that of the sides of the tower.
Through this arrangement, the bulk of the tower or mast when collapsed is considerably reduced, since the bulk of each dihedral, breadthwise, is substantially equal to one half of the breadth of the tower sides. It should be noted furthermore that if the breadth of the sections thus formed is still too great, it is possible to reduce it by inserting between the two dihedrals incorporated with each side an intermediate element designed in any suitable manner and possibly including one or more ribs, cross-braces and/or cross-members.
My invention will be well understood from the reading of the following description, reference being made to 3,407,559 Patented Oct. 29, 1968 the accompanying highly diagrammatic drawings illustrating by way of example and in a non-limiting sense various embodiments of a crane tower according to my invention. In said drawings:
FIG. 1 is an elevational side view of the crane;
FIGS. 2 and 3 show, on an enlarged scale, respectively in horizontal sectional and in perspective view a portion of the tower forming part of said crane;
FIG. 4 is a horizontal sectional view of a crane of which the tower has a triangular cross-section;
FIGS. 5 and 6 are larger scale views respectively in elevational side view and from above of one of the dihedrals forming the tower illustrated in FIGS. 1 to 3;
FIG. 7 is a horizontal sectional view the section line being shown at VII-VII in FIG. 5
FIGS. 8 to 14 show the possibilities of storing a tower in a collapsed position.
FIG. 1 shows a crane of the type wherein the tower is constituted by two coaxial masts, the inner mast carrying the jib and being adapted to slide inside the outer mast which is in the shape of a cage and the height of which may be increased through superposition of identical sections.
My invention has for its object the execution of the two masts of such a crane, each mast being constituted by superposed sections forming rigid structures obtained each through an assembly of dihedrals.
In fact, as illustrated in FIGS. 2 and 3, each element forming part of the structure of the two masts of the tower is constituted by rib members 2, cross-members 3 and crossbraces 4 which define together four dihedrals respectively at A, B, C, D. The cross-braces and crossmembers of the successive dihedrals are connected along the cooperating edges of the dihedrals at w, b, c, a, e, f, and the cages formed through the assembly of four such dihedrals are superposed and interconnected as shown at g, h, i, and Means (not shown) thus interconnect the cooperating ends of the cross-members and crossbraces in the successive dihedrals of each section.
Obviously, the number and cross-sectional outline of the dihedrals forming each cage of the tower depends on the cross-sectional outline desired for the mast to be executed. Thus, instead of resorting to four dihedrals with a view to executing a mast of a rectangular crosssection, I may use three dihedrals for executing a mast of triangular cross-section, as illustrated in FIG. 4.
The ribs 2 forming part of the composition of each dihedral are advantageously constituted by two angle bars welded together so as to form a closed caissonshaped tubular member. Said angle bars may be given the same thickness or different thicknesses in the successive sections, so as to obtain for a same tower ribs of decreasing cross-sections while their strength is sufi'icient for withstanding the stresses exerted on them. When assembling two superposed sections, their ribs are fished together by inner cores 5 and pins 6 (FIGS. 5 and 7).
The oblique cross-braces 4 and the cross-members 3 forming together with the ribs 2 each dihedral are constituted by shaped members which are welded, on the one hand to the rib 2 and on the other hand to the vertical terminal plates 7. By reason of its execution by means of individual parts in the shape of dihedrals, the tower of the crane or each mast of the crane or the like hoisting appliance shows the considerable advantage of a restricted bulk when dismantled. The dihedrals have, as a matter of fact, a breadth which is equal to one half of the breadth of the tower or of the mast and these dihedrals may be fitted inside one another or superposed, according to various arrangements such as those illustrated in FIGS. 8 to 14 wherein 8 designates the ladders or the like elements forming part of the crane which 3 I may be housed inside the arrangement formed by the towerin its collapsed position.
Obviously, my invention is by no means limited to the embodiments described and illustrated and it covers in contradistinction all the modifications falling within the scope of the accompanying claims.
What I claim is:
1. A polygonal mast for a hoisting appliance, comprising at least one section including a number of dihedral structures equal to the number of sides of the mast and forming the corners of the mast and detachably interconnected to each other at points spaced substantial distances from each corner of the mast, each dihedral extending along the sides of the mast a horizontal distance no more than about half the width of the associated side of the mast.
2. A polygonal mast for a hoisting appliance, comprising superposed assembled sections including each a number of dihedral structures equal to the number of sides of the mast and constituted by ribs forming the corners of the mast and by cross-members and crossbraces, each side of each dihedral extending over sub stantially one half of the corresponding side of the mast and being-detachably interconnected at its ends with the horizontally adjacent dihedrals.
3. A polygonal mast for a hoisting appliance, comprising superposed assembled sections including each a number of dihedral structures equal to the number of sides of the mast and constituted by ribs forming'the corners of the mastand by cross-members and cross-braces, each side of thedihedral structure extending over no more than half of the corresponding side of the mast, and intermediate flat structures detachably. interconnecting the cooperating ends of the cross-members and cross-braces in the successive dihedrals of each section.
I References Cited 7 UNITED STATES PATENTS BOBBY R. GAY, Primary Examiner.
R. D. KRAUS, Assistant Examiner.
US504368A 1965-02-23 1965-10-24 Crane towers and the like hoisting apparatus Expired - Lifetime US3407559A (en)

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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3866760A (en) * 1972-06-15 1975-02-18 Liebherr Hans Rotary tower crane
US3949882A (en) * 1972-06-15 1976-04-13 Hans Liebherr Rotary tower crane
US4541509A (en) * 1982-01-15 1985-09-17 Harsco Corporation Shoring frame
US4620405A (en) * 1982-09-24 1986-11-04 David J. Stainer Structural member
WO1989004902A1 (en) * 1987-11-24 1989-06-01 Huang Yen T Modular space framed earthquake resistant structure
US5487479A (en) * 1992-11-23 1996-01-30 The Manitowoc Company, Inc. Method for nesting longitudinally divisible crane boom segments
NL1029406C2 (en) * 2005-07-01 2007-01-04 Itrec Bv Module is for dismantlable hoisting crane and is couplable with other such modules to form hoisting crane arm
WO2013034784A1 (en) * 2011-09-08 2013-03-14 Linden Comansa, S.L. Modular tower
DE102012221031A1 (en) * 2012-11-19 2014-05-22 Terex Cranes Germany Gmbh Crane, lattice boom for such a crane and lattice boom for such a lattice boom
US9222277B2 (en) 2013-03-12 2015-12-29 Konecranes Plc Scissors lift assembly for jacking tower
US10315893B2 (en) * 2013-03-22 2019-06-11 Terex Global Gmbh Lattice mast element, lattice boom comprising at least one lattice mast element of this type and crane comprising at least one lattice boom of this type

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10056647A1 (en) * 2000-11-09 2002-05-23 Atecs Mannesmann Ag Method of transporting lattice boom cranes
DE102017000525B4 (en) 2016-02-10 2024-02-29 Liebherr-Werk Ehingen Gmbh Lattice piece element and lattice piece for crane boom

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2580503A (en) * 1945-07-23 1952-01-01 Internat Derrick & Equipment C Sectional frame structure
US2988180A (en) * 1960-02-04 1961-06-13 Moore Corp Lee C Skeleton tower

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2580503A (en) * 1945-07-23 1952-01-01 Internat Derrick & Equipment C Sectional frame structure
US2988180A (en) * 1960-02-04 1961-06-13 Moore Corp Lee C Skeleton tower

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3949882A (en) * 1972-06-15 1976-04-13 Hans Liebherr Rotary tower crane
US3866760A (en) * 1972-06-15 1975-02-18 Liebherr Hans Rotary tower crane
US4541509A (en) * 1982-01-15 1985-09-17 Harsco Corporation Shoring frame
US4620405A (en) * 1982-09-24 1986-11-04 David J. Stainer Structural member
WO1989004902A1 (en) * 1987-11-24 1989-06-01 Huang Yen T Modular space framed earthquake resistant structure
US4903452A (en) * 1987-11-24 1990-02-27 Huang Yen T Modular space framed earthquake resistant structure
US5487479A (en) * 1992-11-23 1996-01-30 The Manitowoc Company, Inc. Method for nesting longitudinally divisible crane boom segments
NL1029406C2 (en) * 2005-07-01 2007-01-04 Itrec Bv Module is for dismantlable hoisting crane and is couplable with other such modules to form hoisting crane arm
EP2759661A1 (en) * 2011-09-08 2014-07-30 Linden Comansa, S.L. Modular tower
WO2013034784A1 (en) * 2011-09-08 2013-03-14 Linden Comansa, S.L. Modular tower
ES2398834A1 (en) * 2011-09-08 2013-03-22 Linden Comansa, S.L. Modular tower
EP2759661A4 (en) * 2011-09-08 2015-02-11 Linden Comansa S L Modular tower
DE102012221031A1 (en) * 2012-11-19 2014-05-22 Terex Cranes Germany Gmbh Crane, lattice boom for such a crane and lattice boom for such a lattice boom
WO2014076031A1 (en) * 2012-11-19 2014-05-22 Terex Cranes Germany Gmbh Crane, and lattice tower piece for a lattice tower for such a crane
EP3028980A2 (en) 2012-11-19 2016-06-08 Terex Cranes Germany GmbH Crane and lattice mast section for a lattice mast of a crane of this type
EP3028981A2 (en) 2012-11-19 2016-06-08 Terex Cranes Germany GmbH Crane and lattice mast section for a lattice mast of a crane of this type
EP3040303A2 (en) 2012-11-19 2016-07-06 Terex Cranes Germany GmbH Crane and lattice mast section for a lattice mast of a crane of this type
EP3028980A3 (en) * 2012-11-19 2016-08-03 Terex Cranes Germany GmbH Crane and lattice mast section for a lattice mast of a crane of this type
EP3028981A3 (en) * 2012-11-19 2016-08-03 Terex Cranes Germany GmbH Crane and lattice mast section for a lattice mast of a crane of this type
EP3040303A3 (en) * 2012-11-19 2016-08-03 Terex Cranes Germany GmbH Crane and lattice mast section for a lattice mast of a crane of this type
US9222277B2 (en) 2013-03-12 2015-12-29 Konecranes Plc Scissors lift assembly for jacking tower
US10315893B2 (en) * 2013-03-22 2019-06-11 Terex Global Gmbh Lattice mast element, lattice boom comprising at least one lattice mast element of this type and crane comprising at least one lattice boom of this type

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DE1937030U (en) 1966-04-21
FR1470400A (en) 1967-02-24

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