CN103466445A - Sectional-type lifting trolley of rail-type container portal crane - Google Patents
Sectional-type lifting trolley of rail-type container portal crane Download PDFInfo
- Publication number
- CN103466445A CN103466445A CN201310438259XA CN201310438259A CN103466445A CN 103466445 A CN103466445 A CN 103466445A CN 201310438259X A CN201310438259X A CN 201310438259XA CN 201310438259 A CN201310438259 A CN 201310438259A CN 103466445 A CN103466445 A CN 103466445A
- Authority
- CN
- China
- Prior art keywords
- support beam
- base support
- segmentation
- retarder
- end carriage
- 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
Links
Images
Landscapes
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Abstract
The invention relates to a sectional-type lifting trolley of a rail-type container portal crane, and particularly relates to a lifting trolley of the rail-type container portal crane, which can transport in sections, and belongs to the technical field of rail-type container portal cranes. The sectional-type lifting trolley of the rail-type container portal crane comprises a first main beam and a second main beam which are mutually parallel; a first coiling block base support beam comprises a first coiling block base support beam subsection and a second coiling block base support beam subsection which are welded integrally through a first connection plate; a first speed reducer base support beam comprises a first speed reducer base support beam subsection and a second speed reducer base support beam subsection which are welded integrally through a second connection plate. According to the portal crane, eccentric subdivision are adopted for sectional connection, and the parts of trolley frame rib plates, electric wire cross holes and lifting and winding rope discharge holes are kept off.
Description
Technical field
The present invention relates to a kind of rail-mounted gantry container crane sectional type crane carriage, specifically a kind of can segmentation the rail-mounted gantry container crane crane carriage of transportation, belong to the rail-mounted gantry container crane technical field.
Background technology
Rail-mounted gantry container crane is mainly used in container handling, carrying and the stacking of freight container railway transfer field and van container accumulating field.Rail-mounted gantry container crane is comprised of main fine strain of millet, door leg, running trolley, lifting mechanism, traveling mechanism of the larger traveller, electric system, operation operator's compartment etc.
The running trolley volume ratio of rail-mounted gantry container crane is larger, and weight ratio is heavier, and the reinforcement gusset of lifting mechanism at an upper portion thereof, trolley frame inside and some are worn wire hole position etc. affects the dolly segmentation, so generally can only be transported as a whole.So just higher for the requirement of highway, water route transportation environment, need specific haulway and traffic condition, cause its cost of transportation higher because three surpassing (superelevation of running trolley, super wide, overweight).
Summary of the invention
The object of the invention is to overcome above-mentioned weak point, thereby provide a kind of rail-mounted gantry container crane sectional type crane carriage, can segmentation transport so that can be smoothly by the transportation location Ji little corner narrow at some, guarantee transport vehicle on transportation route safety, steadily, operation smoothly, transporting to behind erecting stage can be accurately, ease of assembly.
According to technical scheme provided by the invention, rail-mounted gantry container crane sectional type crane carriage comprises the first girder parallel to each other and the second girder, welding the first retarder base support beam and the second retarder base support beam between the first girder and the second girder, welding the first retarder base on the first retarder base support beam, welding the second retarder base on the second retarder base support beam.The common welding of one end of the first girder and the second girder the first end carriage, the other end welds the second end carriage jointly.Welding the first reel base support beam and the second reel base support beam between the first girder and the second girder, welding the first reel base on the first reel base support beam, welding the second reel base on the second reel base support beam, it is characterized in that: the first reel base support beam comprises the first reel base support beam segmentation and the second reel base support beam segmentation, and the first reel base support beam segmentation and the second reel base support beam segmentation are integrally welded by the first connecting panel.The center of the first reel base support beam is departed from the position of weld of the first connecting panel.Described the second reel base support beam is identical with the structure of the first reel base support beam.
The first retarder base support beam comprises the first retarder base support beam segmentation and the second retarder base support beam segmentation, and the first retarder base support beam segmentation and the second retarder base support beam segmentation are integrally welded by the second connecting panel.The center of the first retarder base support beam is departed from the position of weld of the second connecting panel.Described the second retarder base support beam is identical with the structure of the first retarder base support beam.
The first end carriage comprises the first end carriage segmentation and the second end carriage segmentation, and the first web and the second web are welded respectively in the first end carriage segmentation and the second end carriage connection segment end middle part, and the first web and the second web are bolted; The first end carriage segmentation and the second end carriage connection segment end upper end are bolted upper head plate, and both sides, upper head plate lower surface are bolted upper junction plate.The first end carriage segmentation and the second end carriage connection segment end lower end are bolted bottom plate, and both sides, bottom plate lower surface are bolted lower connecting plate.The connection location of described the first end carriage segmentation and the second end carriage segmentation departs from the first end carriage center.Described the second end carriage is identical with the structure of the first end carriage.
Further, the first retarder base support beam and the second retarder base support beam left-right symmetric distribute.
Further, the first end carriage and the second end carriage are parallel to each other.
Further, the first reel base support beam and the second reel base support beam left-right symmetric distribute.
Further, the length of the first reel base support beam segmentation is greater than the second reel base support beam segmentation.
Further, the first retarder base support beam section length is greater than the second retarder base support beam segmentation.
Further, the first end carriage section length is greater than the second end carriage segmentation.
Compared with the prior art the present invention has the following advantages:
Topology layout of the present invention is reasonable, adopts eccentric subdivision connection segment, avoids the trolley frame gusset, wears wire hole and lifting and winding rope hole position; The impact that effectively after the segmentation of solution trolley frame, its structure deforms; Adopt Bolt Connection at the end carriage that is not easy to welding, the main stress tie-beam position between two girders of trolley frame adopts single flange welding.
The accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is BB cutaway view in Fig. 1.
Fig. 3 is CC cutaway view in Fig. 1.
Fig. 4 is AA cutaway view in Fig. 1.
Fig. 5 is DD cutaway view in Fig. 1.
Description of reference numerals: 1-the first end carriage, 1.1-the first end carriage segmentation, 1.2-the second end carriage segmentation, 2-the second end carriage, 3-the first girder, 4-the second girder, 5-the first reel base, 6-the second reel base, 7-the first reel base support beam, 7.1-the first reel base support beam segmentation, 7.2-the second reel base support beam segmentation, 8-the second reel base support beam, 9-the first retarder base, 10-the second retarder base, 11-the first retarder base support beam, 11.1-the first retarder base support beam segmentation, 11.2-the second retarder base support beam segmentation, 12-the second retarder base support beam, 13-the first connecting panel, 14-the second connecting panel, 15-the first web, 16-the second web, the 17-upper head plate, the 18-bottom plate, the 19-upper junction plate, the 20-lower connecting plate.
The specific embodiment
Following the present invention is further described in connection with the embodiment in accompanying drawing:
As shown in Figure 1, the present invention mainly comprises the first girder 3 parallel to each other and the second girder 4, between the first girder 3 and the second girder 4, welding the first retarder base support beam 11 and the second retarder base support beam 12, the first retarder base support beams 11 and the second retarder base support beam 12 left-right symmetric distribute.Welding the second retarder base 10 on welding the first retarder base 9, the second retarder base support beams 12 on the first retarder base support beam 11.The first retarder base 9 and the second retarder base 10 are respectively used to install the first retarder and the second retarder.The common welding of one end of the first girder 3 and the second girder 4 the first end carriage 1, the other end welds the second end carriage 2 jointly.The first end carriage 1 and the second end carriage 2 are parallel to each other.
Between the first girder 3 and the second girder 4, welding the first reel base support beam 7 and the second reel base support beam 8, the first reel base support beams 7 and the second reel base support beam 8 left-right symmetric distribute.On the first reel base support beam 7 on welding the first reel base 5, the second reel base support beams 8 welding the second reel base 6, the first reel bases 5 and the second reel base 6 be respectively used to install the first reel and the second reel.
As shown in Figure 2, the first reel base support beam 7 comprises that the first reel base support beam segmentation 7.1 and the second reel base support beam segmentation 7.2, the first reel base support beam segmentations 7.1 and the second reel base support beam segmentation 7.2 are integrally welded by the first connecting panel 13.The length of the first reel base support beam segmentation 7.1 is greater than the second reel base support beam segmentation 7.2.The center of the first reel base support beam 7 is departed from the position of weld of the first connecting panel 13, has avoided the trolley frame gusset, has worn wire hole and lifting and winding rope hole position.Described the second reel base support beam 8 is identical with the structure of the first reel base support beam 7.
As shown in Figure 3, the first retarder base support beam 11 comprises that the first retarder base support beam segmentation 11.1 and the second retarder base support beam segmentation 11.2, the first retarder base support beam segmentations 11.1 and the second retarder base support beam segmentation 11.2 are integrally welded by the second connecting panel 14.The first retarder base support beam segmentation 11.1 length are greater than the second retarder base support beam segmentation 11.2.The center of the first retarder base support beam 11 is departed from the position of weld of the second connecting panel 14, has avoided the trolley frame gusset, has worn wire hole and lifting and winding rope hole position.Described the second retarder base support beam 12 is identical with the structure of the first retarder base support beam 11.
As shown in Fig. 4 ~ 5, the first end carriage 1 comprises the first end carriage segmentation 1.1 and the second end carriage segmentation 1.2, the first end carriage segmentation 1.1 and the second end carriage segmentation 1.2 coupling end middle parts are welded respectively the first web 15 and the second web 16, the first webs 15 and the second web 16 and are bolted.The first end carriage segmentation 1.1 and the second end carriage segmentation 1.2 coupling end upper ends are bolted upper head plate 17, and upper head plate 17 both sides, lower surface are bolted upper junction plate 19.The first end carriage segmentation 1.1 and the second end carriage segmentation 1.2 coupling end lower ends are bolted bottom plate 18, and bottom plate 18 both sides, lower surface are bolted lower connecting plate 20.The connection location of described the first end carriage segmentation 1.1 and the second end carriage segmentation 1.2 departs from the first end carriage 1 center, has avoided the trolley frame gusset, has worn wire hole and lifting and winding rope hole position.The first end carriage segmentation 1.1 length are greater than the second end carriage segmentation 1.2.Described the second end carriage 2 is identical with the structure of the first end carriage 1.
Topology layout of the present invention is reasonable, adopts eccentric subdivision connection segment, avoids the trolley frame gusset, wears wire hole and lifting and winding rope hole position; The impact that effectively after the segmentation of solution trolley frame, its structure deforms; Adopt Bolt Connection at the end carriage that is not easy to welding, the main stress tie-beam position between two girders of trolley frame adopts single flange welding.
Claims (7)
1. a rail-mounted gantry container crane sectional type crane carriage, comprise the first girder (3) parallel to each other and the second girder (4), welding the first retarder base support beam (11) and the second retarder base support beam (12) between the first girder (3) and the second girder (4), the upper welding of the first retarder base support beam (11) the first retarder base (9), the upper welding of the second retarder base support beam (12) the second retarder base (10), the common welding of one end of the first girder (3) and the second girder (4) the first end carriage (1), the other end welds the second end carriage (2) jointly, welding the first reel base support beam (7) and the second reel base support beam (8) between the first girder (3) and the second girder (4), the upper welding of the first reel base support beam (7) the first reel base (5), the upper welding of the second reel base support beam (8) the second reel base (6), it is characterized in that: the first reel base support beam (7) comprises the first reel base support beam segmentation (7.1) and the second reel base support beam segmentation (7.2), the first reel base support beam segmentation (7.1) and the second reel base support beam segmentation (7.2) are integrally welded by the first connecting panel (13), the center of the first reel base support beam (7) is departed from the position of weld of the first connecting panel (13), described the second reel base support beam (8) is identical with the structure of the first reel base support beam (7),
The first retarder base support beam (11) comprises the first retarder base support beam segmentation (11.1) and the second retarder base support beam segmentation (11.2), and the first retarder base support beam segmentation (11.1) and the second retarder base support beam segmentation (11.2) are integrally welded by the second connecting panel (14); The center of the first retarder base support beam (11) is departed from the position of weld of the second connecting panel (14); Described the second retarder base support beam (12) is identical with the structure of the first retarder base support beam (11);
The first end carriage (1) comprises the first end carriage segmentation (1.1) and the second end carriage segmentation (1.2), the first web (15) and the second web (16) are welded respectively in the first end carriage segmentation (1.1) and the second end carriage segmentation (1.2) coupling end middle part, and the first web (15) and the second web (16) are bolted; The first end carriage segmentation (1.1) and the second end carriage segmentation (1.2) coupling end upper end are bolted upper head plate (17), and upper head plate (17) both sides, lower surface are bolted upper junction plate (19); The first end carriage segmentation (1.1) and the second end carriage segmentation (1.2) coupling end lower end are bolted bottom plate (18), and bottom plate (18) both sides, lower surface are bolted lower connecting plate (20); The connection location of described the first end carriage segmentation (1.1) and the second end carriage segmentation (1.2) departs from the first end carriage (1) center; Described the second end carriage (2) is identical with the structure of the first end carriage (1).
2. rail-mounted gantry container crane sectional type crane carriage as claimed in claim 1, is characterized in that: described the first retarder base support beam (11) and the distribution of the second retarder base support beam (12) left-right symmetric.
3. rail-mounted gantry container crane sectional type crane carriage as claimed in claim 1, it is characterized in that: described the first end carriage (1) and the second end carriage (2) are parallel to each other.
4. rail-mounted gantry container crane sectional type crane carriage as claimed in claim 1, is characterized in that: described the first reel base support beam (7) and the distribution of the second reel base support beam (8) left-right symmetric.
5. rail-mounted gantry container crane sectional type crane carriage as claimed in claim 1, it is characterized in that: the length of described the first reel base support beam segmentation (7.1) is greater than the second reel base support beam segmentation (7.2).
6. rail-mounted gantry container crane sectional type crane carriage as claimed in claim 1, it is characterized in that: described the first retarder base support beam segmentation (11.1) length is greater than the second retarder base support beam segmentation (11.2).
7. rail-mounted gantry container crane sectional type crane carriage as claimed in claim 1, it is characterized in that: described the first end carriage segmentation (1.1) length is greater than the second end carriage segmentation (1.2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310438259.XA CN103466445B (en) | 2013-09-24 | 2013-09-24 | Sectional-type lifting trolley of rail-type container portal crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310438259.XA CN103466445B (en) | 2013-09-24 | 2013-09-24 | Sectional-type lifting trolley of rail-type container portal crane |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103466445A true CN103466445A (en) | 2013-12-25 |
| CN103466445B CN103466445B (en) | 2015-01-14 |
Family
ID=49791537
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310438259.XA Active CN103466445B (en) | 2013-09-24 | 2013-09-24 | Sectional-type lifting trolley of rail-type container portal crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103466445B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2221387A1 (en) * | 1972-07-28 | 1974-10-11 | Potain Sa | Rail-mounted lifting equipment travel retarder - has lug raising counterweight via rope on striking stop on rails |
| CN1579916A (en) * | 2003-07-30 | 2005-02-16 | 上海振华港口机械（集团）股份有限公司 | Container crane capable of lifting dual 40 feet box |
| CN201002919Y (en) * | 2006-10-27 | 2008-01-09 | 上海港机重工有限公司 | Crane bogie operation mechanism |
| CN201534749U (en) * | 2009-09-30 | 2010-07-28 | 无锡华东重型机械有限公司 | Container crane dolly operation mechanism |
| CN201678370U (en) * | 2010-04-29 | 2010-12-22 | 杭州起重机械有限公司 | High-low speed driving device for crane cart traveling mechanism |
| CN202808196U (en) * | 2012-09-14 | 2013-03-20 | 中铁山桥集团有限公司 | Anti-swing hoisting mechanism for container handling crane |
-
2013
- 2013-09-24 CN CN201310438259.XA patent/CN103466445B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2221387A1 (en) * | 1972-07-28 | 1974-10-11 | Potain Sa | Rail-mounted lifting equipment travel retarder - has lug raising counterweight via rope on striking stop on rails |
| CN1579916A (en) * | 2003-07-30 | 2005-02-16 | 上海振华港口机械（集团）股份有限公司 | Container crane capable of lifting dual 40 feet box |
| CN201002919Y (en) * | 2006-10-27 | 2008-01-09 | 上海港机重工有限公司 | Crane bogie operation mechanism |
| CN201534749U (en) * | 2009-09-30 | 2010-07-28 | 无锡华东重型机械有限公司 | Container crane dolly operation mechanism |
| CN201678370U (en) * | 2010-04-29 | 2010-12-22 | 杭州起重机械有限公司 | High-low speed driving device for crane cart traveling mechanism |
| CN202808196U (en) * | 2012-09-14 | 2013-03-20 | 中铁山桥集团有限公司 | Anti-swing hoisting mechanism for container handling crane |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103466445B (en) | 2015-01-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202389377U (en) | Multifunction combined track power flatcar | |
| WO2017107676A1 (en) | Flat car body | |
| CN104176633A (en) | Double-track trolley group running mechanism for ultra-large gantry crane | |
| CN104527690A (en) | Railway truck chassis | |
| CN111252101A (en) | Railway carries on back multi-functional transport vechicle chassis and transport vechicle | |
| CN203474273U (en) | Detachable frame of rail-type container gantry crane | |
| CN102963379A (en) | Underframe for railway container transportation platform wagon | |
| CN103466445A (en) | Sectional-type lifting trolley of rail-type container portal crane | |
| CN102029937B (en) | Tyre girder carrier suitable for single and double track girders and limited space channels | |
| CN103909942A (en) | Lightweight open wagon special for transporting ores | |
| CN203768749U (en) | Refitted type rail storage vehicle | |
| CN203713875U (en) | Special transverse V-shaped slot freight car for transporting coil steel and iron mine powder in railway | |
| CN102079313B (en) | Vehicle combined body for railway rail laying and bridging machine | |
| CN203126868U (en) | Underframe for railway container transportation platform wagon | |
| CN203805898U (en) | Special light-weight open wagon for transporting minerals | |
| CN202686366U (en) | Railway truck special for transporting steel coils and ores | |
| CN203543995U (en) | Wagon steering frame with hanging bracket | |
| CN103085829A (en) | Quick goods van bogie | |
| CN203845692U (en) | Wheel-rail style girder crane running mechanism | |
| CN201932174U (en) | Combined type vehicle body of vehicle for railway-laying and bridging machine | |
| CN203623698U (en) | Railway depressed center flat car underframe | |
| CN202347449U (en) | Standard component for aerially reinforcing bridge culvert construction line additionally built on existing railroad business line | |
| CN202491810U (en) | Convertible manual brake device on railway bridge girder erection machine vehicle | |
| CN212893519U (en) | Front girder lengthening structure applied to shore bridge | |
| CN202088962U (en) | Pneumatic beam transport trailer suitable for both single-track beam and double-track beam and capable of passing limited space |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |