CN201634333U - Super-altitude gantry crane - Google Patents
Super-altitude gantry crane Download PDFInfo
- Publication number
- CN201634333U CN201634333U CN2010203021134U CN201020302113U CN201634333U CN 201634333 U CN201634333 U CN 201634333U CN 2010203021134 U CN2010203021134 U CN 2010203021134U CN 201020302113 U CN201020302113 U CN 201020302113U CN 201634333 U CN201634333 U CN 201634333U
- Authority
- CN
- China
- Prior art keywords
- welded
- gantry crane
- chain
- door frame
- polyspast
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000002965 rope Substances 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 238000003466 welding Methods 0.000 claims description 4
- 239000000725 suspension Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 101710006734 botF Proteins 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002035 prolonged Effects 0.000 description 1
Abstract
The utility model relates to a hoisting device used for hoisting heavy members, in particular to a super-altitude gantry crane adopted for hoisting heavy members. The super-altitude gantry crane at least comprises a gantry, a hoister, a pulley block, a steel wire rope, longitudinal tracks, a hoisting beam, a leading block, longitudinal main supporting beams and a cross brace, and is characterized by also comprising a translation beam; one end of the translation beam is connected with the longitudinal tracks through shifters, and the other end thereof is connected with a chain hoist through a chain, and the chain hoist is pulled to lead the translation beam to slide on the longitudinal tracks; the longitudinal tracks are welded and fixed on the longitudinal main supporting beams; the longitudinal main supporting beams are welded with the gantry; the hoisting beam is welded on the translation beam; the cross brace is welded between the longitudinal main supporting beams; and the leading block is welded on the cross brace structure. The super-altitude gantry crane has concise structure form, and is characterized by convenient installation, use and disassembly and good economical efficiency.
Description
Technical field
The utility model relates to the bont that uses when a kind of heavy component lifts, particularly a kind of superaltitude gantry crane that is adopted when carrying out the heavy component lifting.
Background technology
Along with the continuous progress of society, superelevation type building and structures continues to bring out, and the upper air installing operation is present among the various capital construction constructions widely.
Mode commonly used is to use goliath during the superaltitude of heavy component lifting at present.Be subject to structure trunk, the arm of goliath can not turn forward too much, and being hung member often can only land at the outward flange of top of building, mainly relies on manpower to move attachment point then, prolonged the duration, and expense is very high.
Summary of the invention
The purpose of this utility model provides a kind of superaltitude gantry crane, and it reduces difficulty of construction in the lifting requirements that satisfies the superaltitude heavy component, and saving the construction cost aspect has significant effect and effect.
The technical scheme that its technical matters that solves the utility model adopts is: design a kind of superaltitude gantry crane, which comprises at least door frame, winch, polyspast, steel rope, long rails, lifting beam, haul block, vertical main bearing beam, stull, it is characterized in that: further comprising the translation crossbeam, translation crossbeam one end is connected with long rails by shift unit, the translation crossbeam other end is connected with chain and tackle block by chain, by pulling chain and tackle block the translation crossbeam is slided on long rails; Long rails is weldingly fixed on vertical main bearing beam, vertical main bearing beam and door frame welding, and lifting beam is welded on the translation crossbeam, and stull is welded between vertical main bearing beam; Haul block is welded on the stull structure.
Described door frame top hangs chain and tackle block, and the door frame suspension column is embedded in top of building, is welded into integral body between each parts of door frame.
Described winch is fixed on the basis and upward and with steel rope one end is connected, and the steel rope other end is connected with polyspast by the mode of twining, and the polyspast lower end is twined by haulage cable and hung, and the polyspast upper end is connected with lifting beam employing snap close.
Characteristics of the present utility model are: 1) the superaltitude gantry crane can disposablely will be hung member and is placed in assigned address, greatly shortens the construction period; 2) installation of superaltitude gantry crane, use, convenient disassembly are applicable to engineering under the various construction environments; 3) superaltitude gantry crane version is succinct, good economy performance; With respect to the expensive expense of goliath, the very big construction cost that reduced.
Description of drawings
The utility model is described in further detail below in conjunction with the embodiment accompanying drawing:
Fig. 1: gantry crane structure elevation drawing;
Fig. 2: gantry crane structural plan figure;
Fig. 3: door frame hanger structure lateral plan.
Among the figure: 1, door frame; 2, winch; 3, polyspast; 4, translation crossbeam; 5, shift unit; 6, steel rope; 7, chain and tackle block; 8, long rails; 9, lifting beam; 10, haul block; 11, vertical main bearing beam; 12, stull; 13, basis.
The specific embodiment
As Fig. 1, Fig. 2 and shown in Figure 3: a kind of superaltitude gantry crane, which comprises at least door frame 1, winch 2, polyspast 3, steel rope 6, long rails 8, lifting beam 9, haul block 10, vertical main bearing beam 11, stull 12, it is characterized in that: further comprising translation crossbeam 4, translation crossbeam 4 one ends are connected with long rails 8 by shift unit 5, translation crossbeam 4 other ends are connected with chain and tackle block 7 by chain, by pulling chain and tackle block 7 translation crossbeam 4 are slided on long rails 8; Long rails 8 is weldingly fixed on vertical main bearing beam 11, vertical main bearing beam 11 and door frame 1 welding, and lifting beam 9 is welded on the translation crossbeam 4, and stull 12 is welded between vertical main bearing beam 11; Haul block 10 is welded on stull 12 structures.
Door frame 1 suspension column is embedded in top of building, be welded into integral body between door frame 1 each parts, winch 2 is fixed on the basis 13 and with haulage cable 6 one ends and is connected, steel rope 6 other ends are connected with polyspast 3 by the mode of twining, polyspast 3 lower ends are twined by haulage cable 6 and are hung, polyspast 3 upper ends adopt snap close to be connected with lifting beam 9, translation crossbeam 4 is connected with long rails 8 by shift unit 5, hang chain and tackle block 7 at door frame 1 top, translation crossbeam 4 is connected with chain and tackle block 7 by chain, by pulling chain and tackle block 7 translation crossbeam 4 is slided on long rails 8, regulate the level attitude of lifting weight, long rails 8 is welded on vertical main bearing beam 11, vertical main bearing beam 11 and door frame 1 welding, and lifting beam 9 is welded on the translation crossbeam 4, stull 12 is welded between vertical main bearing beam 11, play enhanced stability, haul block 10 is welded in the stull 12, for the guiding of chain and tackle block 7.
When the lifting of superaltitude gantry crane lifted: heavy component was connected with the polyspast 3 and the steel rope 6 of lower end, pull steel rope 6 by winch 2, lifting member under the effect of steel rope 6 tractive forces, after elevated height puts in place, pull translation crossbeam 4 by chain and tackle block 7, shift unit 5 by translation crossbeam 4 bottoms is adjusted the member planimetric position, makes it arrive assigned address, finishes lifting operation.
Claims (3)
1. superaltitude gantry crane, which comprises at least door frame (1), winch (2), polyspast (3), steel rope (6), long rails (8), lifting beam (9), haul block (10), vertical main bearing beam (11), stull (12), it is characterized in that: further comprising translation crossbeam (4), translation crossbeam (4) one ends are connected with long rails (8) by shift unit (5), translation crossbeam (4) other end is connected with chain and tackle block (7) by chain, makes translation crossbeam (4) go up slip at long rails (8) by pulling chain and tackle block (7); Long rails (8) is weldingly fixed on vertical main bearing beam (11), vertical main bearing beam (11) and door frame (1) welding, and lifting beam (9) is welded on the translation crossbeam (4), and stull (12) is welded between vertical main bearing beam (11); Haul block (10) is welded on stull (12) structure.
2. superaltitude gantry crane according to claim 1 is characterized in that: described door frame (1) top hangs chain and tackle block (7), and door frame (1) suspension column is embedded in top of building, is welded into integral body between each parts of door frame (1).
3. superaltitude gantry crane according to claim 1, it is characterized in that: described winch (2) is fixed on basis (13) and upward and with steel rope (6) one ends is connected, steel rope (6) other end is connected with polyspast (3) by the mode of twining, polyspast (3) lower end is twined by haulage cable (6) and is hung, and polyspast (3) upper end adopts snap close to be connected with lifting beam (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010203021134U CN201634333U (en) | 2010-02-02 | 2010-02-02 | Super-altitude gantry crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010203021134U CN201634333U (en) | 2010-02-02 | 2010-02-02 | Super-altitude gantry crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201634333U true CN201634333U (en) | 2010-11-17 |
Family
ID=43078819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010203021134U Expired - Lifetime CN201634333U (en) | 2010-02-02 | 2010-02-02 | Super-altitude gantry crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201634333U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104016260A (en) * | 2014-06-25 | 2014-09-03 | 中国五冶集团有限公司 | Compartment funnel slipping mounting method and slipping mounting mechanism |
| CN104627849A (en) * | 2015-02-03 | 2015-05-20 | 中建五局工业设备安装有限公司 | Hoisting equipment and hoisting method for hoisting inner courtyard pipeline |
| CN105752853A (en) * | 2015-01-22 | 2016-07-13 | 孙欣 | Port wharf goods transfer device |
| CN109098089A (en) * | 2018-08-21 | 2018-12-28 | 中国十七冶集团有限公司 | A kind of suspension bridge column overhead main cable saddle hanging apparatus and construction method |
| CN111302254A (en) * | 2018-12-12 | 2020-06-19 | 杭州瑞创建筑工程研究有限公司 | Indoor large-scale component lifting and translating method |
-
2010
- 2010-02-02 CN CN2010203021134U patent/CN201634333U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104016260A (en) * | 2014-06-25 | 2014-09-03 | 中国五冶集团有限公司 | Compartment funnel slipping mounting method and slipping mounting mechanism |
| CN104016260B (en) * | 2014-06-25 | 2016-03-02 | 中国五冶集团有限公司 | Little lattice funnel slide installation method and slippage installing mechanism |
| CN105752853A (en) * | 2015-01-22 | 2016-07-13 | 孙欣 | Port wharf goods transfer device |
| CN105752853B (en) * | 2015-01-22 | 2017-12-01 | 长乐巧通工业设计有限公司 | Port and pier cargo transportation device |
| CN104627849A (en) * | 2015-02-03 | 2015-05-20 | 中建五局工业设备安装有限公司 | Hoisting equipment and hoisting method for hoisting inner courtyard pipeline |
| CN104627849B (en) * | 2015-02-03 | 2017-05-10 | 中建五局工业设备安装有限公司 | Hoisting equipment and hoisting method for hoisting inner courtyard pipeline |
| CN109098089A (en) * | 2018-08-21 | 2018-12-28 | 中国十七冶集团有限公司 | A kind of suspension bridge column overhead main cable saddle hanging apparatus and construction method |
| CN111302254A (en) * | 2018-12-12 | 2020-06-19 | 杭州瑞创建筑工程研究有限公司 | Indoor large-scale component lifting and translating method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101117 |