CN104760901A - Supporting device for ground load experiment of crane - Google Patents
Supporting device for ground load experiment of crane Download PDFInfo
- Publication number
- CN104760901A CN104760901A CN201510188237.1A CN201510188237A CN104760901A CN 104760901 A CN104760901 A CN 104760901A CN 201510188237 A CN201510188237 A CN 201510188237A CN 104760901 A CN104760901 A CN 104760901A
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- CN
- China
- Prior art keywords
- crane
- hoisting crane
- bracing
- hoisting
- strutting arrangement
- 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.)
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- 238000002474 experimental method Methods 0.000 title abstract description 7
- 230000007246 mechanism Effects 0.000 claims abstract description 34
- 238000012360 testing method Methods 0.000 claims description 45
- 230000006641 stabilisation Effects 0.000 claims description 10
- 238000011105 stabilization Methods 0.000 claims description 10
- 230000008901 benefit Effects 0.000 abstract description 2
- 230000006978 adaptation Effects 0.000 abstract 1
- 238000010998 test method Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 238000004519 manufacturing process Methods 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 5
- 239000003921 oil Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 239000000654 additive Substances 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C17/00—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
- B66C17/06—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports specially adapted for particular purposes, e.g. in foundries, forges; combined with auxiliary apparatus serving particular purposes
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M99/00—Subject matter not provided for in other groups of this subclass
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention relates to a supporting device for a ground load experiment of a crane. The supporting device aims at solving the problems that a conventional test method of a crane in the prior art is high in cost, and if an upper layer is lifted to a high layer, corresponding matched ground load experiment equipment is lacked below the crane. The supporting device comprises at least two supporting units supporting the crane and an adjusting mechanism installed between the supporting units, and the adjusting mechanism enables the distance between the supporting units to correspond to the span of the crane. The supporting device has the advantages that cost is low, the requirement for supporting in the state in the experiment and the state after the experiment can be met, and meanwhile the adaptation range of the crane in the experiment is large.
Description
Technical field
The present invention relates to a kind of bracing or strutting arrangement of big machinery, particularly a kind of hoisting crane ground load test stabilization bracing or strutting arrangement.
Background technology
In hoisting crane manufacturing process, the hoisting crane to new production completes is needed to carry out the comprehensive tests such as zero load, static load, dynamic load, these tests need to invent a kind of multifunctional crane experimental set-up and have come, specifically, according to standard GB/T/T14405-2011 " general-purpose overhead crane " requirement, hoisting crane is after completing, the load test of a series of ground need be done, by various test figures, show whether hoisting crane meets standard-required, various field can be applied to further.
And in actual production process, how the new hoisting crane fast speed manufactured is carried out ground load trial, and this multifunction test device can be combined with production system, can by this experimental set-up for the production of manufacture hoisting crane when not doing experiment, be the part of production system, this is that prior art is not accomplished.
In other words, the problem that prior art is difficult to realize is after being sling by hoisting crane, and the support below hoisting crane is often difficult to the weight and the span that adapt to hoisting crane, further, be difficult to the hoisting crane adapting to each model, that carries out the scheme tested after result in directly lifting is difficult to realization.
Summary of the invention
Object of the present invention is exactly high in order to solve the hoisting crane conventional methods cost existed in prior art, if adopt upper strata lifting to high-rise, lacks the problem of corresponding supporting ground load trial equipment under hoisting crane.
Concrete scheme of the present invention is:
A kind of hoisting crane ground load test stabilization bracing or strutting arrangement, comprise the support unit that at least two support heavy-duty machine, and be arranged on the adjusting mechanism between support unit, this adjusting mechanism makes the spacing between support unit corresponding with the span of hoisting crane.
Preferably, adjusting mechanism comprises electric single-beam and partially hangs crane in bridge type and coupled electric control loop, and the operation component that electric single-beam hangs crane in bridge type is partially converting operation component.
Preferably, the present invention also comprises the auxiliary support bar be arranged on below support unit, and this auxiliary support bar is pneumatic/hydraulic cylinder, and the piston end of this pneumatic/hydraulic cylinder connects the lower surface of support unit.
Preferably, the present invention also comprises the anchor mechanism of fixed adjustment mechanisms.
Preferably, anchor mechanism comprises casing, crankshaft-connecting rod mechanism in casing, be arranged on the gag below connecting rod, connecting rod moves along the slide rail in casing, be provided with the grappling hole corresponding with gag at the correspondence position of assembling hoisting device, anchor mechanism is also provided with limit switch, and this limit switch is connected with electric control loop.
At least 3 auxiliary support bars are arranged under each electric single-beam hangs crane in bridge type partially.
Beneficial effect of the present invention is:
(1) in experimentation, lifting hoisting device is responsible for lifting and the assembly working of test hoisting crane, test hoisting crane is used for doing load trial, assembling hoisting device is the basis that test hoisting crane does load trial, and auxiliary support bar is the bearing capacity being used for strengthening meticulous spacing crane combination device when doing hoister in large tonnage load trial.After test completes, shed test hoisting crane, this group system can participate in again manufacturing link again.
(2) two mono beam overhead cranes lift the constituent elementss such as test crane girder that weight is below 64t and dolly jointly, complete different model, different hoisting capacity, the assembly working of different spans test hoisting crane on the crane combination device of meticulous spacing.
(3) lower floor's control apparatus can realize two hoisting cranes spacing that gets on the right track and between 7.5m ~ 50m, carries out meticulous adjustment, with the needs of applicable test hoisting crane different spans.
Accompanying drawing explanation
Describe the preferred embodiments of the present invention in detail by referring to accompanying drawing, above and other feature of the present invention and advantage will become more obvious, in the accompanying drawings:
Fig. 1 is the overall front view of a kind of multifunctional crane experimental set-up of the present invention;
Fig. 2 is the integral right view of a kind of multifunctional crane experimental set-up of the present invention;
Fig. 3 is the overall birds-eye view of a kind of multifunctional crane experimental set-up of the present invention;
Fig. 4 is the front view of the anchor mechanism of fixed crane combination unit of the present invention;
Fig. 5 is the right elevation of the anchor mechanism of fixed crane combination unit of the present invention;
Fig. 6 is the front view of the auxiliary support bar of hoisting crane of the present invention test consolidate girder;
Fig. 7 is the front view of the crane combination device of meticulous spacing of the present invention;
Fig. 8 is the birds-eye view of the crane combination device of meticulous spacing of the present invention;
Parts in figure corresponding to numeral number or toponym as follows:
1,1 ' upper strata mono beam overhead crane combination; 2, test hoisting crane; 3, the crane combination device of the 3 ' meticulous spacing; 4,4 ' auxiliary support bar; 5, anchor mechanism; 6, test counterweight; 7, electrical equipment control loop; 8, measuring tool and equipment; 11, handle; 12, axle; 13, crank; 14, connecting rod; 15, slide rail; 16, anchor iron; 17, casing; 18, limit switch; 19, gag; 20, grappling hole; 21, jacking steel pipe; 22, oil pipe; 23, hydraulic actuating cylinder; 24, Hydraulic Station; 31,31 ' car body operating unit; 32,32 ' girder; 33, the crane combination device of the 33 ' meticulous spacing adopts the electrical equipment control loop of frequency converter timing scheme; 34,34 ' track; 35,35 ' dolly.
Detailed description of the invention
Embodiment: a kind of hoisting crane ground load test stabilization bracing or strutting arrangement, see Fig. 1 to Fig. 6, comprise the support unit that at least two support heavy-duty machine, and be arranged on the adjusting mechanism between support unit, this adjusting mechanism makes the spacing between support unit corresponding with the span of hoisting crane.
Adjusting mechanism comprises electric single-beam and partially hangs crane in bridge type and coupled electric control loop, and the operation component that electric single-beam hangs crane in bridge type is partially converting operation component.
The present invention also comprises the auxiliary support bar 4 be arranged on below support unit, and this auxiliary support bar 4 is pneumatic/hydraulic cylinder, and the piston end of this pneumatic/hydraulic cylinder connects the lower surface of support unit.
The present invention also comprises the anchor mechanism 5 of fixed adjustment mechanisms.
Anchor mechanism 5 comprises casing 17, crankshaft-connecting rod mechanism in casing 17, be arranged on the gag 19 below connecting rod 14, connecting rod 14 moves along the slide rail 15 in casing 17, be provided with the grappling corresponding with gag 19 at the correspondence position of assembling hoisting device and cheat 20, anchor mechanism 5 is also provided with limit switch 18, and this limit switch 18 is connected with electric control loop.
At least 3 auxiliary support bars 4 are arranged under each electric single-beam hangs crane in bridge type partially.
As shown in Figure 1, Figure 2, Figure 3 shows, upper strata mono beam overhead crane combination 1,1 ' is made up of two electronic single hoisting cranes, model is LD32t-31.5m H=24m, by the upper strata mono beam overhead crane remote control electrical appliance control loop 7 in electrical equipment control loop 7, on the crane combination device 3,3 ' of meticulous spacing, can lift by crane and assemble test hoisting crane 2.In an assembling process, the spacing of crane in bridge type (model is QDP50/20t-31.5m H=10m) is partially hung by crane combination device frequency converter timing scheme electric system the 33,33 ' meticulous adjustment two electric single-beams of the meticulous spacing in electrical equipment control loop 7, make the span of test hoisting crane 2 and two electric single-beams partially hang bridging crane main beam 32,32 ' to get on the right track 34,34 ' width between centers equal (deviation for ± 5mm), then use anchor mechanism 5 to be fixed by the crane combination device 3,3 ' of meticulous spacing.After test is assembled with hoisting crane 2, by the order of first zero load, rear 1.25 times of static loads, again 1.1 times of dynamic loads, carry out load trial successively, in process of the test, adopt test hoisting crane 2 handling test counterweight 6, adopt measuring tool and equipment 8 to measure and record various test figures.After experimental work completes, remove test hoisting crane 2, upper strata mono beam overhead crane combination 1,1 ' and the crane combination device 3,3 ' of meticulous spacing enter hoisting crane again and manufacture link.
As shown in Figure 1, Figure 2, Figure 3 shows, when test hoisting crane 2 own wt and test counterweight weight additive value thereof are greater than 100t, to adopt auxiliary support bar 4,4 ' that two electric single-beams in the crane combination device 3,3 ' of meticulous spacing are hung bridging crane main beam 32,32 ' partially before the test to support, protect carrying out smoothly of whole large load trial.Auxiliary support bar 4,4 ' arranges 3 jacking steel pipes 21 under each electric single-beam hangs crane in bridge type partially.
As shown in Figure 4, Figure 5, the anchor mechanism 5 in the present invention is cheated 20 formed by handle 11, axle 12, crank 13, connecting rod 14, slide rail 15, anchor iron 16, casing 17, limit switch 18, gag 19, grappling.
The effect of anchor mechanism 5 be two electric single-beams comprised in the crane combination device 3,3 ' of meticulous spacing partially hang crane in bridge type spacing by meticulous adjustment after, the two is fixed, keep this spacing constant, guarantee that in test hoisting crane process of the test, foundation is firm.The principle of work of anchor mechanism 5 is by handle 11, turning cylinder 12, further drive crank 13, connecting rod 14 move, connecting rod 14 drives anchor iron 16 to move up and down in slide rail 15, anchor iron 16 anchors in grappling hole 20 downwards, use gag 19 jam-pack again, reach the effect of the crane combination device 3 of fixing meticulous spacing; Otherwise trip out anchor iron 16, the crane combination device 3,3 ' of meticulous spacing again can free motion.
The crane combination device 3,3 ' of meticulous spacing, namely with the support unit of hoisting crane, anchor mechanism 5 is fixed on the end carriage of middle level hoisting crane by casing 17, the electric control loop of middle level hoisting crane is controlled by limit switch 18, under anchoring states, the hoisting crane of support unit cannot be energized operation, and overall operation is more stable.
As shown in Figure 6, the auxiliary support bar 4,4 ' in the present invention comprising: jacking steel pipe 21, oil pipe 22, hydraulic actuating cylinder 23, Hydraulic Station 24.
According to auxiliary support bar of the present invention, worked by Hydraulic Station 24, produce oil pressure, hydraulic oil is by oil pipe 22, and act on hydraulic actuating cylinder 23, hydraulic actuating cylinder 23 action, produces application force between jacking steel pipe 21 and girder bottom surface, and this power makes girder load-carrying capacity strengthen.When test hoisting crane 2 own wt and test counterweight weight additive value thereof are greater than 100t, auxiliary support bar 4,4 ' wants jack-up girder.Auxiliary support bar 4,4 ' arranges 3 jacking steel pipes 21 and hydraulic actuating cylinder 23 under each electric single-beam hangs crane in bridge type partially, and position is uniform, selects the work number of jacking steel pipe 21 and hydraulic actuating cylinder 23, and controlled by the control cock in Hydraulic Station 24 after assumed (specified) load.
As shown in Figure 7, Figure 8, the crane combination device 3,3 ' of the meticulous spacing in the present invention by car body operating unit 31,31 ', girder 32,32 ', the crane combination device of meticulous spacing adopt the electrical equipment control loop 33 of frequency converter timing scheme, 33 ', track 34,34 ', dolly 35,35 ' forms.
In hoisting crane test, kind and the model of test hoisting crane 2 are a lot, for meeting different model, as LD type, QD type, QA type, YZ type, QL type etc., different spans, selects arbitrarily at 7.5m ~ 50m, different hoisting capacity, be less than or equal to 600t, need design a kind of spacing can regulate, and hoisting capacity is applicable to the crane combination device of the meticulous spacing of 600t and following requirement.The crane combination device 3,3 ' of the meticulous spacing in the present invention just in time meets above requirement.The crane combination device 3 of meticulous spacing controls car body operating unit 31,31 ' by the electrical equipment control loop 33,33 ' of frequency converter timing, reach the meticulous adjustment of the advance 3mm that a little makes a movement, make two middle level hoisting crane spacing possess fine adjustment function, reaching the span of test hoisting crane 2 and two electric single-beams, partially to hang bridging crane main beam 32,32 ' 34, the 34 ' deviation of centre distance that gets on the right track be ± the requirement of 5mm.Dolly 35,35 ', for the production of link, is parked in end, girder the same side during test.
Finally it should be noted that, above person is only section Example of the present invention, and is not used to limit the present invention, and according to structure of the present invention and feature, the modifications person of forming a little, also should be included within the scope of the invention.
Claims (6)
1. a hoisting crane ground load test stabilization bracing or strutting arrangement, it is characterized in that: comprise the support unit that at least two support heavy-duty machine, and the adjusting mechanism be arranged between described support unit, this adjusting mechanism makes the spacing between described support unit corresponding with the span of described hoisting crane.
2. hoisting crane ground as claimed in claim 1 load test stabilization bracing or strutting arrangement, it is characterized in that: described adjusting mechanism comprises electric single-beam and partially hangs crane in bridge type and coupled electric control loop, the operation component that described electric single-beam hangs crane in bridge type is partially converting operation component.
3. hoisting crane ground as claimed in claim 2 load test stabilization bracing or strutting arrangement, it is characterized in that: also comprise the auxiliary support bar be arranged on below described support unit, this auxiliary support bar is pneumatic/hydraulic cylinder, and the piston end of this pneumatic/hydraulic cylinder connects the lower surface of described support unit.
4. hoisting crane ground as claimed in claim 3 load test stabilization bracing or strutting arrangement, is characterized in that: the anchor mechanism also comprising fixing described adjusting mechanism.
5. hoisting crane ground as claimed in claim 4 load test stabilization bracing or strutting arrangement, it is characterized in that: described anchor mechanism comprises casing, crankshaft-connecting rod mechanism in casing, be arranged on the gag below connecting rod, described connecting rod moves along the slide rail in casing, be provided with the grappling corresponding with described gag at the correspondence position of assembling hoisting device to cheat, described anchor mechanism is also provided with limit switch, this limit switch is connected with described electric control loop.
6. the ground of the hoisting crane as described in one of claim 1 to 5 load test stabilization bracing or strutting arrangement, is characterized in that: under each electric single-beam hangs crane in bridge type partially, arrange at least 3 auxiliary support bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510188237.1A CN104760901A (en) | 2015-04-21 | 2015-04-21 | Supporting device for ground load experiment of crane |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201510188237.1A CN104760901A (en) | 2015-04-21 | 2015-04-21 | Supporting device for ground load experiment of crane |
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CN104760901A true CN104760901A (en) | 2015-07-08 |
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CN201510188237.1A Pending CN104760901A (en) | 2015-04-21 | 2015-04-21 | Supporting device for ground load experiment of crane |
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101624164A (en) * | 2009-07-29 | 2010-01-13 | 广东火电工程总公司 | Hoisting method of machine set generator stator and special mechanism thereof |
CN101767755A (en) * | 2010-04-19 | 2010-07-07 | 杭州电子科技大学 | Multifunctional axle lifting table |
CN201545618U (en) * | 2009-12-04 | 2010-08-11 | 太原重工股份有限公司 | Anchor device of crane |
CN102730585A (en) * | 2012-06-15 | 2012-10-17 | 中国电力科学研究院 | Series compensation platform hydraulic installation system with level adjustment function |
CN204529225U (en) * | 2015-04-21 | 2015-08-05 | 新乡市中原起重机械总厂有限公司 | Hoisting crane ground load test stabilization bracing or strutting arrangement |
-
2015
- 2015-04-21 CN CN201510188237.1A patent/CN104760901A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101624164A (en) * | 2009-07-29 | 2010-01-13 | 广东火电工程总公司 | Hoisting method of machine set generator stator and special mechanism thereof |
CN201545618U (en) * | 2009-12-04 | 2010-08-11 | 太原重工股份有限公司 | Anchor device of crane |
CN101767755A (en) * | 2010-04-19 | 2010-07-07 | 杭州电子科技大学 | Multifunctional axle lifting table |
CN102730585A (en) * | 2012-06-15 | 2012-10-17 | 中国电力科学研究院 | Series compensation platform hydraulic installation system with level adjustment function |
CN204529225U (en) * | 2015-04-21 | 2015-08-05 | 新乡市中原起重机械总厂有限公司 | Hoisting crane ground load test stabilization bracing or strutting arrangement |
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Effective date of registration: 20151104 Address after: The eastern section of the Great Wall Avenue Changyuan Pu county of Xinxiang City, Henan province 453400 East Road on the west side of Wenzhou District Applicant after: Chen Songtao Address before: East Changyuan County of Xinxiang City, Henan Province, South Ring Road West 453400 Applicant before: XINXIANG ZHONGYUAN LIFTING MACHINERY GENERAL FACTORY CO., LTD. |
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RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150708 |
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RJ01 | Rejection of invention patent application after publication |