EP3045417A1 - Stabilisierungsgruppe für einen turmkran und turmkran mit solch einer gruppe - Google Patents
Stabilisierungsgruppe für einen turmkran und turmkran mit solch einer gruppe Download PDFInfo
- Publication number
- EP3045417A1 EP3045417A1 EP16150845.2A EP16150845A EP3045417A1 EP 3045417 A1 EP3045417 A1 EP 3045417A1 EP 16150845 A EP16150845 A EP 16150845A EP 3045417 A1 EP3045417 A1 EP 3045417A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- group
- rotary
- counter jib
- tower crane
- stabilizing
- 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.)
- Granted
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Classifications
-
- 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
- B66C23/62—Constructional features or details
- B66C23/72—Counterweights or supports for balancing lifting couples
-
- 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
- B66C23/02—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 with non-adjustable and non-inclinable jibs mounted solely for slewing movements
- B66C23/022—Pivot axis common with column
-
- 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
- B66C23/16—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 with jibs supported by columns, e.g. towers having their lower end mounted for slewing movements
- B66C23/163—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 with jibs supported by columns, e.g. towers having their lower end mounted for slewing movements where only part of the column rotates, i.e. at least the bottom part is fixed
Definitions
- the present invention refers to a stabilizing group for a tower crane and to a tower crane comprising such a group, particularly but not exclusively able to be used in the building sector.
- tower cranes are jib lifting apparatuses comprising a vertical tower structure at the top of which a rotary group is mounted, constrained at one side to a lifting arm or jib and at the other side to a counter jib.
- cranes are provided with a complex system of motorised members and ropes for lifting, lowering and moving suspended loads.
- a translating trolley is mounted on the lifting arm, said trolley carrying a block supported by a rope for lifting loads; the trolley is normally moved thanks to the action of a moving rope that winds or unwinds on a trolley winch also mounted on the lifting arm.
- a counterweight and a hoisting winch about which the lifting rope winds or unwinds are mounted on the opposite side to the arm, on the counter jib.
- Tower cranes can, in general, be installed in fixed positions or equipped with sliding and/or elevation means.
- the vertical tower structure is constrained to a base structure that can consist of a trunk or of a plurality of foundation legs, generally four, or a fixed or translating base.
- tower cranes arrive at the building yard already partially preassembled so as to be able to be mounted on site through the use of crane truck or other suitable apparatuses.
- the on-site mounting procedure of tower cranes that are currently known provides an initial step in which the base structure is pre-arranged and in which the modular elements adapted for forming the trestle of the tower structure are assembled; thereafter, the so-called stabilizing group, generally made up of the rotary group and the counter jib on which a hoisting winch is possibly constrained, is fixed to such a structure. Finally, the lifting arm is fixed to the stabilizing group and, in particular, to the rotary group.
- the counter jib is stably constrained to the rotary group so as to become integral with it.
- This solution has as a strength point the possibility of providing the stabilizing group already ready with the lifting rope prearranged on the trolley and on the block which are in turn installed on holding arms applied to the rotary group.
- the counter jib is constrained to the rotary group so as to rotate about a hinge having a substantially horizontal axis.
- the stabilizing group is provided with a system of tie rods adapted for keeping the counter jib raised in a direction substantially perpendicular to the direction of extension of the tower structure.
- the counter jib is kept inclined upwards according to an angle greater than zero with respect to the hinging plane, so as to be able to compensate for the deflection of the tower.
- a stabilizing group of the aforementioned second type despite having a lower weight with respect to groups of the first type, can, however, suffers from some drawbacks during transportation to the building yard.
- the crane and, in particular, the stabilizing group are delivered in distinct parts that must be assembled at the building yard, which means an increase in mounting times and possibly the need to mount many pieces at great height.
- mount at great height is meant to indicate the group of the operations that workers must perform with the help of the crane truck at the final mounting height, for example 50 metres from the ground.
- the purpose of the present invention is to avoid the aforementioned drawbacks and, in particular, to devise a stabilizing group for a tower crane that is simpler to transport and to mount on the tower structure with respect to known stabilizing groups.
- Another purpose of the present invention is to provide a tower crane the mounting of which is simple and inexpensive.
- a tower crane is shown wholly indicated with 20.
- Such a tower crane 20 comprises a vertical tower structure 21, a stabilizing group 10 coupled with such a vertical tower structure 21 and a lifting arm 22 coupled with the stabilizing group 10.
- the vertical tower structure 21 comprises a plurality of modular tower elements adapted for being connected to one another, stacked one on top of the other, so as to form a trestle structure constrained to a base 23 fixed to the ground.
- the base 23 can consist of a trunk or a plurality of foundation legs or a fixed or translating base.
- the vertical direction coincides with the direction of extension of the tower structure substantially perpendicular to the plane of the ground where the crane is installed; consequently, the horizontal direction is any direction lying on a plane substantially perpendicular to the vertical direction.
- the stabilizing group 10 comprises a rotary group 30 arranged to be mounted at the top of the vertical tower structure 21 so as to be able to rotate about a vertical axis and to couple with the lifting arm 22.
- the rotary group 30 comprises a base body 31 intended to couple at the bottom with the vertical tower structure 21 and constrained at the top to a fifth wheel 32.
- the fifth wheel 32 is fixed at the top to a motorised rotary frame 33.
- a rotation pinion 34 is engaged in the rotary group 30 passing through the motorised rotary frame 33 and the fifth wheel 32 up to a fixing point on the base body 31.
- the stabilizing group 10 comprises a counter jib 40 that, through a hinge 11 having a horizontal axis, is coupled in a rotary manner to the aforementioned rotary group 30 on the opposite side to that intended for coupling with the lifting arm 22.
- the hinge 11 defines a horizontal hinging half-plane about which the counter jib 40 can rotate upwards or downwards. Such senses of rotation are defined with reference to the position taken up by the stabilizing group during its normal use, i.e. with respect to the position illustrated in figures 1 or 2 or 3 .
- the stabilizing group 10 comprises limiting means 45, 35 to limit the rotation of the counter jib itself 40 with respect to the rotary group 30 at least in one sense of rotation, i.e. downwards or upwards, with respect to the horizontal hinging half-plane.
- the limiting means 45, 35 can be arranged to limit the rotation of the counter jib 40 with respect to the rotary group 30 in both senses of rotation, i.e. both upwards and downwards, with respect to the horizontal hinging half-plane within a predetermined arc.
- the counter jib 40 is made in the form of an internally hollow beam.
- the limiting means 45, 35 comprise at least one abutment element 45 positioned internally on the upper and/or lower wall of the counter jib 40 and a plate element 35 jointly constrained to the rotary group 30 that projects inside the counter jib 40 so as to go into abutment against the at least one abutment element 45 during the rotation of the counter jib 40 with respect to the rotary group 30.
- the hinge 11 is positioned in a recess of the rotary group 30 and the limiting means 45, 35 comprise at least one abutment element positioned internally on the upper and/or lower wall of the recess.
- the counter jib 40 extends in the recess so as to go into abutment against the at least one abutment element during the rotation of the counter jib 40 with respect to the rotary group 30.
- the limiting means 45, 35 comprise at least one bar element constrained to the rotary group 30 through connection means like, for example, articulated arms.
- the at least one bar element extends outside the counter jib 40 above and/or below it, so that the counter jib 40 goes into abutment against the at least one bar element during the rotation of the counter jib 40 with respect to the rotary group 30.
- the limiting means 45, 35 are adjustable.
- the abutment elements 45 can, for example, be made through a bolt screw the head of which acts as an abutment for the plate element 35.
- Such a screw can be locked so as to project with respect to the inner surface of the beam by a predetermined length according to the width of the arc within which it is wished to limit the rotation of the counter jib 40 with respect to the rotary group 30.
- the stabilizing group 10 comprises a bracket element 12, preferably triangular, pivoted on the rotary group 30 at a first vertex 13, as can be seen in figure 1 .
- a second vertex 14 of such a bracket element 12 is constrained to a first end of at least one tie rod 15 through at least one corresponding articulated arm 16.
- the at least one tie rod 15 is then constrained in a rotary manner to the counter jib 40 at a second end.
- the bracket element 12 is arranged to reversibly pass from a folded rest position, in which the tie rod 15 is at rest, to a raised work position, in which the tie rod 15 exerts an upward traction on the counter jib 40.
- the bracket element 12 when the bracket element 12 takes up the raised work position it can be fixed in position by stably fastening a third vertex 17 to the rotary group 30.
- the third vertex 17 is inserted into a receiving seat 38 of the rotary group 30.
- a receiving seat 38 is preferably obtained in the interspace between two parallel plates mounted on the rotary group 30 and, more specifically, on the motorised rotary frame 33 and perforated so that such holes are substantially aligned with a coupling hole made on the bracket element 12 at the third vertex 17. In this way it is possible to quickly and easily pass a pin for coupling with the third vertex 17 of the bracket element 12.
- the stabilizing group 10 also comprises a hoisting winch 18 fixed onto the counter jib 40, for example at the opposite end to the hinging with the rotary group 30 as illustrated in figures 1 and 2 .
- a rope (not illustrated) for lifting loads is then wound onto such a hoisting winch 18.
- the rotary group 30, comprises support arms 36 at the portion intended for coupling with the lifting arm 22; a block-carrying trolley 37 is slidably constrained to such support arms 36.
- block-carrying trolley 37 is locked in position during the mounting steps and, once the mounting of the crane is complete, is left free to slide first on the support arms 36 and then on the lifting arm 22.
- the aforementioned lifting rope is brought up to the pulleys of the block already in the assembly shop in pre-assembly step so that, once the mounting of the crane is complete at the building yard, the rope is already in work position.
- the tower crane according to the present invention can be mounted as follows.
- the vertical tower structure 21 is assembled and fixed to the ground.
- the base 23 is fixed to the ground and then the trestle tower structure is mounted.
- the stabilizing group 10 is hoisted in its most complete configuration with the bracket element 12 in raised position through a crane truck 50. In this step the stabilizing group 10 is put in a harness and lifted up to the top of the vertical tower structure 21.
- the counter-weight ballasts 19 are mounted on the counter jib 40 so as to arrange the stabilizing group 10 to couple with the lifting arm 22.
- the lifting arm 22 is hoisted, which is then coupled with the rotary group 30 so as to allow the block-carrying trolley to slide on the lifting arm 22 itself.
- the stabilizing group 10 even in its most complete configuration is easily transportable to the building yard thanks to the presence of the limiting means of the rotation of the counter jib 40.
- the limitation of the downward rotation allows the stabilizing group 10 to be easily moved also lifting it through ropes fixed on the counter jib 40. Such movement is particularly useful and used during ground transportation, for example for storage in warehouses or containers.
- the whole of the rotary group 30 and the counter jib 40 can be moved even without the bracket element 12 and the tie rod 15.
- bracket element 12 can be arranged in the folded work position giving greater compactness to the stabilizing group.
- the limitation of upward rotation allows the stabilizing group 10 to be lifted in the mounting step, preventing the counter jib 40 and the rotary group 30 from flipping against one another.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Jib Cranes (AREA)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITMI20150019 | 2015-01-13 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3045417A1 true EP3045417A1 (de) | 2016-07-20 |
EP3045417B1 EP3045417B1 (de) | 2017-09-13 |
Family
ID=52633404
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16150845.2A Not-in-force EP3045417B1 (de) | 2015-01-13 | 2016-01-12 | Stabilisierungsgruppe für einen turmkran und turmkran mit solch einer gruppe |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP3045417B1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3293143A1 (de) * | 2016-09-09 | 2018-03-14 | Cargotec Finland Oy | Sts-kranauslegerverlängerungssystem und -verfahren |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1842822A2 (de) * | 2006-04-05 | 2007-10-10 | Tgm S.R.L. | Kran und Montageverfahren dafür |
CN202508791U (zh) * | 2012-03-15 | 2012-10-31 | 沈阳三洋建筑机械有限公司 | 新型塔身节引进装置 |
CN203345976U (zh) * | 2013-07-09 | 2013-12-18 | 中联重科股份有限公司 | 塔式起重机及其引进系统 |
CN104045008A (zh) * | 2014-05-30 | 2014-09-17 | 中联重科股份有限公司 | 分节式平衡臂及塔式起重机 |
CN203998737U (zh) * | 2014-05-12 | 2014-12-10 | 江苏大通重工有限公司 | 小型塔式起重机械斜后拉杆连接装置 |
-
2016
- 2016-01-12 EP EP16150845.2A patent/EP3045417B1/de not_active Not-in-force
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1842822A2 (de) * | 2006-04-05 | 2007-10-10 | Tgm S.R.L. | Kran und Montageverfahren dafür |
CN202508791U (zh) * | 2012-03-15 | 2012-10-31 | 沈阳三洋建筑机械有限公司 | 新型塔身节引进装置 |
CN203345976U (zh) * | 2013-07-09 | 2013-12-18 | 中联重科股份有限公司 | 塔式起重机及其引进系统 |
CN203998737U (zh) * | 2014-05-12 | 2014-12-10 | 江苏大通重工有限公司 | 小型塔式起重机械斜后拉杆连接装置 |
CN104045008A (zh) * | 2014-05-30 | 2014-09-17 | 中联重科股份有限公司 | 分节式平衡臂及塔式起重机 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3293143A1 (de) * | 2016-09-09 | 2018-03-14 | Cargotec Finland Oy | Sts-kranauslegerverlängerungssystem und -verfahren |
Also Published As
Publication number | Publication date |
---|---|
EP3045417B1 (de) | 2017-09-13 |
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