CN110777672A - Double-leg structure of bridge girder erection machine capable of lifting height without limitation - Google Patents
Double-leg structure of bridge girder erection machine capable of lifting height without limitation Download PDFInfo
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- CN110777672A CN110777672A CN201911142704.1A CN201911142704A CN110777672A CN 110777672 A CN110777672 A CN 110777672A CN 201911142704 A CN201911142704 A CN 201911142704A CN 110777672 A CN110777672 A CN 110777672A
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- girder erection
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 230000009467 reduction Effects 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims 2
- 230000003028 elevating effect Effects 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 8
- 210000001364 upper extremity Anatomy 0.000 description 16
- 238000010586 diagram Methods 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 230000008569 process Effects 0.000 description 1
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- 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
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Abstract
A bridge girder erection machine double-leg structure capable of lifting height without limitation comprises a lower cross beam of a bridge girder erection machine, wherein two ends of the lower cross beam are provided with bridge girder erection machine front support legs, the upper ends of the bridge girder erection machine front support legs are provided with front support leg support beams, two ends of the front support leg support beams are assembled on the two bridge girder erection machine front support legs, a bridge girder erection machine main beam is fixed at the upper ends of the front support leg support beams, the top ends of the bridge girder erection machine main beams are provided with an upper cross beam, two ends of the upper cross beam are fixed on the two bridge girder erection machine main beams, symmetrically arranged hydraulic cylinder ear plates are assembled on the front support legs, the top ends of the two hydraulic cylinder ear plates are respectively hinged with vertically arranged hydraulic cylinders, the end parts of the front support leg support beams are fixedly connected with the front support leg support beams through flanges, the front support leg support beams comprise I-shaped steel, the end part of the I-shaped steel and the pin plate are respectively assembled inside the channel steel. The invention has simple structure, is suitable for construction requirements of different slopes and is convenient to operate and use.
Description
Technical Field
The invention relates to the technical field of bridge girder erection machines, in particular to a double-leg structure of a bridge girder erection machine with an unlimited lifting height.
Background
The bridge girder erection machine is equipment for placing prefabricated beam pieces on a prefabricated bridge pier. The bridge girder erection machine belongs to the category of cranes, because the main function of the bridge girder erection machine is to lift a beam piece, then convey the beam piece to a position and put the beam piece down, but the bridge girder erection machine is different from a general crane in a large sense, the required conditions are harsh, and the bridge girder erection machine runs on the beam piece or is called longitudinal movement. The bridge girder erection machine is divided into a plurality of bridge girders for erecting highway bridges, conventional railway bridges, special passenger railway bridges and the like. Along with the development of high-speed railways and highways, the erection problem of large-tonnage prefabricated whole-hole box girders is more prominent, various large box girder bridge erecting machines appear at home and abroad, the conventional bridge erecting machine is usually lifted by adopting a section type upright post to adjust the gradient of a foundation, the adaptability to the erection requirements of different gradients is poor, the erection construction range under the condition of longitudinal gradient is small, the stability is poor, the integral quality is larger, and the inconvenience is brought to operators.
Summary of the invention
The invention provides a double-leg structure of a bridge girder erection machine with unlimitedly lifted height for overcoming the defects of the prior art, so as to meet the erection requirements of construction site on different slopes and improve the stability of the bridge girder erection machine.
The invention adopts the technical scheme that the double-leg structure of the bridge girder erection machine with unlimited height lifting is provided, the double-leg structure comprises a lower cross beam of the bridge girder erection machine, two ends of the lower cross beam are respectively provided with a vertically arranged front leg of the bridge girder erection machine, the upper end of the front leg of the bridge girder erection machine is provided with a front leg supporting beam, two ends of the front leg supporting beam are respectively assembled on the front legs of the two bridge girder erection machines, the upper end of the front leg supporting beam is fixedly provided with symmetrically arranged main beams of the bridge girder erection machine, an upper cross beam is arranged between the two main beams of the bridge girder erection machine, two ends of the upper cross beam are respectively fixed on the two main beams of the bridge girder erection machine, the lower ends of the front legs are provided with leg flanges, the front legs are fixedly connected with the lower cross beam through the leg flanges, the two front legs are respectively provided with mounting holes which. The front supporting leg is respectively sleeved with a first stand column sliding sleeve and a second stand column sliding sleeve which are arranged at intervals, the first stand column sliding sleeve is arranged below the second stand column sliding sleeve, a mounting hole is formed in the first stand column sliding sleeve, the first stand column sliding sleeve is fixed on the front supporting leg through a pin shaft, a mounting hole is formed in the second stand column sliding sleeve, the second stand column sliding sleeve is fixed on the front supporting leg through a pin shaft, and the top end of the second stand column sliding sleeve is fixed with the front supporting leg supporting beam.
Two ends of the front supporting leg supporting beam extend out of the two front supporting legs, a main beam flange is arranged at the bottom end of the main beam of the bridge erecting machine, the main beam of the bridge erecting machine is fixed on the front supporting leg supporting beam through the main beam flange, a walking track is arranged at the top end of the main beam of the bridge erecting machine, and a limiting block is fixed at the end part of the walking track. The top of bridging machine girder is equipped with the telescopic entablature, and the both ends of entablature are fixed with the entablature flange respectively, and the entablature passes through entablature flange fixed connection on two bridging machine girders, be equipped with the pneumatic cylinder otic placode on the preceding landing leg respectively, the bottom and the first stand sliding sleeve fixed connection of pneumatic cylinder otic placode, the top of two pneumatic cylinder otic placodes articulates respectively has the pneumatic cylinder of vertical setting, the tip of preceding landing leg joist is equipped with the pneumatic cylinder of vertical setting and places the pipe, and the pneumatic cylinder assembles to the pneumatic cylinder and places intraductally, and the free end of pneumatic cylinder passes through flange and preceding landing leg joist fixed connection, preceding landing leg joist includes I-steel, channel-section steel and cotter plate, and the tip and the cotter plate of I.
Preferably, the bottom of bottom end rail is equipped with running gear, and running gear includes the wheel case, and the wheel case is located the below of bottom end rail, and the top of wheel case is articulated through otic placode and bottom end rail, and the internally mounted of wheel case has a pair of walking wheel, and the side of wheel case is fixed with three-phase asynchronous motor, and three-phase asynchronous motor's power output shaft passes through the bearing and rotates the connection on the wheel case, and three-phase asynchronous motor's power output shaft tip is equipped with the reduction gear, and the reduction gear cooperates with the walking wheel.
Preferably, the inner sides of the I-beams are respectively and symmetrically provided with I-beam inner stiffening plates, and the outer sides of the I-beams are respectively and symmetrically provided with I-beam outer stiffening plates.
Preferably, be equipped with channel-section steel inside lining stiffening plate and channel-section steel outer stiffening plate on the channel-section steel respectively, mounting hole has been seted up respectively to cotter board, channel-section steel overcoat apron, is equipped with the round pin axle in the mounting hole.
By adopting the technical scheme, the invention has the following advantages:
1. the hydraulic cylinder arranged on the first upright post sliding sleeve can adjust the height of the front supporting leg supporting beam relative to the ground, so that the height of a walking track on a main beam of the bridge girder erection machine is adjusted, and the bridge girder erection machine is suitable for different construction gradients.
2. The upper cross beam, the lower cross beam and the front supporting leg supporting beam can be adjusted, and the adjustable supporting leg support is suitable for different construction working conditions.
Drawings
FIG. 1 is a first schematic structural diagram of the present invention;
FIG. 2 is a second schematic structural diagram of the present invention;
FIG. 3 is a schematic structural view of the upper beam of the present invention;
FIG. 4 is a schematic structural view of an I-beam of the present invention;
FIG. 5 is a schematic view of a channel structure according to the present invention;
fig. 6 is a schematic structural view of a lug plate of the hydraulic cylinder of the invention.
Reference numerals: 1. a lower cross beam; 2. a front leg joist; 3. an upper cross beam; 4. a main beam of the bridge erecting machine; 5. front support legs of the bridge girder erection machine; 6. a traveling mechanism; 7. i-shaped steel; 8. channel steel; 9. a pin plate; 31. an upper beam flange; 41. a main beam flange; 42. a traveling rail; 43. a limiting block; 51. a leg flange; 52. a first column sliding sleeve; 53. a second upright column sliding sleeve; 54. a pin shaft; 55. a hydraulic cylinder lug plate; 56. a hydraulic cylinder; 57. placing a pipe in the hydraulic cylinder; 58. a hydraulic cylinder flange; 61. a wheel box; 62. a traveling wheel; 63. a three-phase asynchronous motor; 71. i-steel inner stiffening plate; 72. an I-steel outer stiffening plate; 81. a channel steel inner reinforcing plate; 82. a channel steel outer reinforcing plate; 83. and a channel steel outer sleeve cover plate.
Detailed Description
As shown in fig. 1-6, the invention relates to a double-leg structure of a bridge girder erection machine with unlimited height lifting, which comprises a lower beam 1 of the bridge girder erection machine, wherein two ends of the lower beam 1 are respectively provided with a front leg 5 of the bridge girder erection machine which is vertically arranged, the upper end of the front leg 5 of the bridge girder erection machine is provided with a front leg supporting beam 2, two ends of the front leg supporting beam 2 are respectively assembled on the front legs 5 of the two bridge girder erection machines, the upper end of the front leg supporting beam 2 is fixed with symmetrically arranged bridge girder erection machines 4, an upper beam 3 is arranged between the two bridge girder erection machines 4, two ends of the upper beam 3 are respectively fixed on the two bridge girder erection machines 4, the bottom end of the lower beam 1 is provided with a walking device 6, the walking device 6 comprises a wheel box 61, the wheel box 61 is positioned below the lower beam 1, the top end of the wheel box 61 is hinged with the lower beam 1 through an ear plate, the wheel box 61 is hollow, and a pair of walking, the travelling wheel 62 is rotatably connected to the wheel box 61 through a bearing seat, a three-phase asynchronous motor 63 is fixed on the side surface of the wheel box 61, a power output shaft of the three-phase asynchronous motor 63 is rotatably connected to the wheel box 61 through a bearing, and a speed reducer is connected to the end part of the power output shaft of the three-phase asynchronous motor 63 and matched with the travelling wheel 52. The lower end of the front supporting leg 5 is provided with a supporting leg flange 51, the front supporting leg 5 is fixedly connected with the lower cross beam through the supporting leg flange 51, the two front supporting legs 51 are respectively provided with mounting holes which are uniformly arranged at intervals, and the mounting holes on the two front supporting legs 5 are symmetrically arranged. Two first upright column sliding sleeves 52 and two second upright column sliding sleeves 53 which are arranged at intervals are respectively sleeved on the two front supporting legs 5, and the first upright column sliding sleeves 52 are arranged below the second upright column sliding sleeves 53. The first upright column sliding sleeve 52 is provided with a mounting hole, the first upright column sliding sleeve 52 is fixed on the front support leg 5 through a pin shaft 54, the second upright column sliding sleeve 53 is provided with a mounting hole, the second upright column sliding sleeve 53 is fixed on the front support leg 5 through a pin shaft 54, and the top end of the second upright column sliding sleeve 53 is fixed with the front support leg joist 2.
The two ends of the front supporting leg supporting beam 2 extend out of the outer sides of the two front supporting legs 5, a main beam flange 41 is arranged at the bottom end of a main beam 4 of the bridge girder erection machine, the main beam 4 of the bridge girder erection machine is fixed on the front supporting leg supporting beam through the main beam flange 41, a walking track 42 is arranged at the top end of the main beam of the bridge girder erection machine, and a limiting block 43 is fixed at the end part of the walking track 42. The top end of a main beam 4 of the bridge girder erection machine is provided with a telescopic upper crossbeam 3, two ends of the upper crossbeam 3 are respectively fixed with an upper crossbeam flange 31, the upper crossbeam 3 is fixedly connected on two bridge girder erection machines 4 through the upper crossbeam flange 31, the front supporting legs 5 are respectively provided with a hydraulic cylinder ear plate 55, the bottom ends of the hydraulic cylinder ear plates 55 are fixedly connected with a first upright column sliding sleeve 52, the top ends of the two hydraulic cylinder ear plates 55 are respectively hinged with a vertically arranged hydraulic cylinder 56, the fixed ends of the hydraulic cylinders 56 are hinged with the hydraulic cylinder ear plates 55, the end part of the front supporting leg supporting beam 2 is provided with a vertically arranged hydraulic cylinder placing pipe 57, the hydraulic cylinder 56 is assembled in the hydraulic cylinder placing pipe 57, the free end of the hydraulic cylinder 56 is fixedly connected with the front supporting leg supporting beam 2 through a hydraulic cylinder flange 58, the front supporting leg supporting beam 2 comprises an I-shaped steel 7, a channel steel 8 and a pin plate 9, the outer sides of the I-shaped steels 7 are respectively and symmetrically provided with I-shaped steel outer reinforcing plates 72. The channel steel 8 is provided with a channel steel lining reinforcing plate 81 and a channel steel outer reinforcing plate 82 respectively, and two ends of the channel steel outer reinforcing plate 82 are fixed with channel steel outer sleeve cover plates 83 respectively. The pin plate 9 and the channel steel outer sleeve cover plate 83 are respectively provided with a mounting hole, and a pin shaft 54 is assembled in the mounting hole. The end of the I-beam 7 and the pin plate 9 are respectively assembled inside the channel steel 8.
The use process comprises the following steps:
during the use, adjust this equipment according to the different construction slopes in construction site, when needing to rise bridge crane girder 4, fix first stand sliding sleeve 52 with preceding landing leg 5 through round pin axle 54 this moment, pull out the round pin axle 54 in two second stand sliding sleeves 53 respectively, make second stand sliding sleeve 53 can follow preceding landing leg 5 and freely slide, treat that the round pin axle 54 in two second stand sliding sleeves 53 pulls out the back, at the uniform velocity risees pneumatic cylinder 56 simultaneously, the free end drive front landing leg joist 2 upward movement of pneumatic cylinder 56, when waiting that preceding landing leg joist 2 risees to required position, the rising of pneumatic cylinder 56 stops simultaneously. Then fix second stand sliding sleeve 53 and preceding landing leg 5 with round pin axle 54, wait that second stand sliding sleeve 53 and preceding landing leg 5 are fixed firm back, pull out round pin axle 54 in first stand sliding sleeve 52 respectively for first stand sliding sleeve 52 separates with preceding landing leg 5, and first stand sliding sleeve 52 can freely slide along preceding landing leg 5, starts hydraulic cylinder 56 respectively, and the stiff end of hydraulic cylinder 56 withdraws to the assigned position, waits that the stiff end of two hydraulic cylinders 56 all moves to the assigned position after, fixes two first stand sliding sleeves 52 and preceding landing leg 5 respectively through round pin axle 54.
When the height of the main beam 4 of the bridge girder erection machine needs to be reduced, firstly, the second upright slide sleeve 53 and the front support leg 5 need to be firmly fixed through the pin shaft 54, the pin shaft 54 between the first upright slide sleeve 52 and the front support leg 5 is pulled down, so that the first upright slide sleeve 52 can freely slide on the front support leg 5, the hydraulic cylinders 56 on the two front support legs 5 are respectively started, at the moment, the hydraulic cylinders 56 drive the first upright slide sleeve 52 to move downwards along the front support leg 5, when the first upright slide sleeves 52 on the two front support legs 5 move to the set position, the first upright slide sleeve 52 and the front support leg 5 are respectively fixed through the pin shaft 54, the pin shaft 54 in the second upright slide sleeve 53 is pulled down, so that the second upright slide sleeve 53 can freely slide on the front support leg 5, the hydraulic cylinders 56 are simultaneously started, and after the two hydraulic cylinders 56 move to the set position at the same speed, the second upright slide sleeve 53 and the front.
According to different construction working conditions, the distance between two bridge girder erection machines 4 needs to be adjusted, when the distance between the bridge girder erection machines 4 needs to be widened, a pin shaft between the channel steel 8 and the pin plate 9 is pulled out, so that the pin plate 9 can freely slide relative to the channel steel 8, at the moment, two walking devices 6 at the lower end of the lower cross beam 1 are simultaneously started, the moving directions of two asynchronous motors 63 deviate, and when the bridge girder erection machines move to a specified position, the channel steel 8 and the pin plate 9 are fixed through the pin shaft; when the distance between two bridge crane main beams 4 is required to be narrowed, the pin shaft between the channel steel 8 and the pin plate 9 is pulled out, so that the pin plate 9 can freely slide relative to the channel steel 8, the two walking devices 6 at the lower end of the lower cross beam 1 are simultaneously started, the two asynchronous motors 63 move in opposite directions, and when the specified position is to be moved, the channel steel 8 and the pin plate 9 are fixed through the pin shaft.
The above embodiments are illustrative of the present invention, and are not intended to limit the present invention, and any simple modifications of the present invention are within the scope of the present invention.
Claims (6)
1. The utility model provides a two leg structures of bridge girder erection machine of unlimited lifting height, includes the bottom end rail of bridge girder erection machine, the both ends of bottom end rail are equipped with the landing leg before the bridge girder erection machine of vertical setting, its characterized in that respectively: the upper end of the front support leg of the bridge girder erection machine is provided with a front support leg supporting beam, the two ends of the front support leg supporting beam are respectively assembled on the front support legs of the two bridge girder erection machines, the upper ends of the front support leg supporting beams are fixedly provided with symmetrically arranged bridge girder erection machines, an upper cross beam is arranged between the two bridge girder erection machines, the two ends of the upper cross beam are respectively fixed on the two bridge girder erection machines, the front support legs are provided with symmetrically arranged hydraulic cylinder ear plates, the top ends of the two hydraulic cylinder ear plates are respectively hinged with vertically arranged hydraulic cylinders, the end parts of the front support leg supporting beams are fixedly provided with vertically arranged hydraulic cylinder placing pipes, the hydraulic cylinders are assembled in the hydraulic cylinder placing pipes, and the free ends of the hydraulic cylinders are fixedly connected with the front.
2. A bridge girder erection machine double-leg structure with unlimited hoisting height as claimed in claim 1, wherein: the front supporting leg supporting beam comprises I-shaped steel, channel steel and a pin plate, the end part of the I-shaped steel and the pin plate are respectively assembled in the channel steel, the inner sides of the I-shaped steel are respectively and symmetrically provided with I-shaped steel inner reinforcing plates, and the outer sides of the I-shaped steel are respectively and symmetrically provided with I-shaped steel outer reinforcing plates; the steel channel is provided with a steel channel lining reinforcing plate and a steel channel upper reinforcing plate respectively, the pin plate and the steel channel outer sleeve cover plate are provided with mounting holes respectively, and pin shafts are assembled in the mounting holes.
3. A bridge girder erection machine double-leg structure with unlimited hoisting height as claimed in claim 1, wherein: the bottom of bottom end rail is equipped with running gear, and running gear includes the wheel case, and the top and the bottom end rail of wheel case are articulated, are equipped with the walking wheel that the symmetry set up in the wheel case, and the outside of wheel case is fixed with three-phase asynchronous machine, and three-phase asynchronous machine's transmission output shaft end connection reduction gear, the output and the walking wheel transmission of reduction gear are connected.
4. A bridge girder erection machine double-leg structure with unlimited hoisting height as claimed in claim 3, wherein: the lower extreme of preceding landing leg passes through flange and bottom end rail fixed connection, set up the mounting hole that even interval set up respectively on the landing leg before two, the mounting hole symmetry on the landing leg sets up before two, on the landing leg before two respectively the cover be equipped with first stand sliding sleeve and the second stand sliding sleeve that two intervals set up, first stand sliding sleeve is established in the below of second stand sliding sleeve, the mounting hole has been seted up on the first stand sliding sleeve, first stand sliding sleeve is through selling the hub fixation on the landing leg in the front, first stand sliding sleeve outside and pneumatic cylinder otic placode fixed connection, the mounting hole has been seted up on the second stand sliding sleeve, the second stand sliding sleeve is through selling the hub fixation on the landing leg in the front, the top of second stand sliding sleeve is fixed with preceding landing leg joist.
5. The double leg structure of an unlimited elevating height bridge girder erection machine according to claim 4, wherein: the bottom end of the main beam of the bridge erecting machine is fixed on the front supporting leg supporting beam through a main beam flange, the top end of the main beam of the bridge erecting machine is provided with a walking track, and the end part of the walking track is fixed with a limiting block.
6. The double leg structure of an unlimited elevating height bridge girder erection machine of claim 5, wherein: the upper crossbeam and the lower crossbeam are telescopic girders.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911142704.1A CN110777672B (en) | 2019-11-20 | 2019-11-20 | Bridge girder erection machine double-support leg structure without limitation of lifting height |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911142704.1A CN110777672B (en) | 2019-11-20 | 2019-11-20 | Bridge girder erection machine double-support leg structure without limitation of lifting height |
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| Publication Number | Publication Date |
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| CN110777672A true CN110777672A (en) | 2020-02-11 |
| CN110777672B CN110777672B (en) | 2024-06-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201911142704.1A Active CN110777672B (en) | 2019-11-20 | 2019-11-20 | Bridge girder erection machine double-support leg structure without limitation of lifting height |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201635011U (en) * | 2009-12-10 | 2010-11-17 | 郑州新大方重工科技有限公司 | Landing leg system of railway bridge erecting machine |
| CN202688884U (en) * | 2012-07-13 | 2013-01-23 | 徐州徐工铁路装备有限公司 | Back support leg walking support lifting mechanism of highway bridge girder erection machine |
| CN207919375U (en) * | 2018-02-11 | 2018-09-28 | 郑州新大方重工科技有限公司 | Front leg strut for large-tonnage prestressed concrete box girder construction equipment Bridge Erector |
| CN110184945A (en) * | 2019-07-12 | 2019-08-30 | 贵州路桥集团有限公司 | Four front leg strut systems and erection method for Bridge Erector |
| CN211171660U (en) * | 2019-11-20 | 2020-08-04 | 河南省宇华起重设备有限公司 | Double-leg structure of bridge girder erection machine capable of lifting height without limitation |
-
2019
- 2019-11-20 CN CN201911142704.1A patent/CN110777672B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201635011U (en) * | 2009-12-10 | 2010-11-17 | 郑州新大方重工科技有限公司 | Landing leg system of railway bridge erecting machine |
| CN202688884U (en) * | 2012-07-13 | 2013-01-23 | 徐州徐工铁路装备有限公司 | Back support leg walking support lifting mechanism of highway bridge girder erection machine |
| CN207919375U (en) * | 2018-02-11 | 2018-09-28 | 郑州新大方重工科技有限公司 | Front leg strut for large-tonnage prestressed concrete box girder construction equipment Bridge Erector |
| CN110184945A (en) * | 2019-07-12 | 2019-08-30 | 贵州路桥集团有限公司 | Four front leg strut systems and erection method for Bridge Erector |
| CN211171660U (en) * | 2019-11-20 | 2020-08-04 | 河南省宇华起重设备有限公司 | Double-leg structure of bridge girder erection machine capable of lifting height without limitation |
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| CN110777672B (en) | 2024-06-25 |
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Address after: 453400 Weizhuang Industrial Zone, Changyuan City, Xinxiang City, Henan Province Applicant after: Henan Yuhua lifting equipment Group Co.,Ltd. Address before: 453400 Changyuan County, Xinxiang, Henan Wei Zhuang Industrial District Applicant before: HENAN YUHUA LIFTING EQUIPMENT Co.,Ltd. |
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