CN201268569Y - Double-acting integral hydraulic automatic jacking platform system - Google Patents
Double-acting integral hydraulic automatic jacking platform system Download PDFInfo
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- CN201268569Y CN201268569Y CNU200820150610XU CN200820150610U CN201268569Y CN 201268569 Y CN201268569 Y CN 201268569Y CN U200820150610X U CNU200820150610X U CN U200820150610XU CN 200820150610 U CN200820150610 U CN 200820150610U CN 201268569 Y CN201268569 Y CN 201268569Y
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Abstract
The utility model discloses a double-action integral type hydraulic automatic jacking platform system which comprises a climbing mechanical system and an operating platform, wherein the climbing mechanical system comprises a wall-attaching system fixedly connected with the wall body, a guide system fixedly connected with the wall body through the wall-attaching system, a climbing frame system which is fixedly connected with the guide system and rises and descends along the guide system, and a hydraulic system for providing movement power for the climbing frame system; the operating platform comprises a first platform and a second platform, wherein the second platform comprises a plurality of longitudinal load-bearing girders and a plurality of transverse secondary beams, the both ends of the load-bearing girders are respectively connected with the climbing mechanical system, each load-bearing girder is matched with the climbing mechanical system fixedly connected at the both ends of the load-bearing girder to form a group of bearing racks, and a template operating area is formed between the first platform and the second platform. By using the system for construction, the effects of simplifying the working procedures, saving the cost and convenient control can be achieved.
Description
Technical field
The utility model is about a kind of automatic lifting platform system, particularly about a kind of double-acting integral hydraulic automatic lifting platform.
Background technology
In the reinforced concrete construction of buildings such as the body of wall of skyscraper, core tube, chimney, water tower, adopt integrally hoisting steel platform pin hand system mostly.This system is support with interpolation lattice column within the walls, is power with the Lift-slab machine, and girder adopts heavy in section H shaped steel, following extension template and pin hand system.On core tube operating surface, form osed top, have the service platform of certain bearing capacity.
The hydraulic pressure integrally hoisting steel platform pin hand system of being used always in the prior art, its keystone configuration comprises the steel platform, large form climbing system etc., the technological process of adopting this integrally hoisting steel platform pin hand system to construct generally comprises following steps:
1. lifting platform, scaffold; 2. colligation body of wall reinforcing bar; 3. climbing shuttering, scaffold; 4. build walls concrete; 5. welding lattice column; 6. lifting Lift-slab machine; 7. enter next work cycle.
Yet employed this integrally hoisting steel platform pin hand system exists following shortcoming in the prior art:
1. because this steel platform is whole affixed, when running into structure semi-girder truss, coupling beam, must cut off platform, after high-altitude disintegration steel platform is in place, still rely on manual cucurbit to promote, increase difficulty of construction.
2. lattice column must be imbedded in the structure, can't reclaim, and has caused the waste of material.
3. lattice column is installed has been taken the construction machine-team of tower machine by the lifting of tower machine, workman's welding, influence the duration.
4. the lifting of large form needs manually to finish with chain block, prolonged construction period, and recruitment is many, and the big mould of steel is removed difficulty, can only local clear up.
The utility model content
In view of this, the utility model provides a kind of double-acting integral hydraulic automatic lifting platform system, to improve the disappearance of prior art.
The utility model provides a kind of double-acting integral hydraulic automatic lifting platform system, is made up of climb mechanical system and service platform, and the described mechanical system of climbing comprises: an attached wall system, and it is captiveed joint with body of wall; One guidance system, it is captiveed joint with described body of wall by described attached wall system; One climbing scaffold system, its captive joint is also done two-way falling up and down along guidance system and is moved; One hydraulic efficiency pressure system, it provides motion-promotion force for described climbing scaffold system; Described service platform comprises: one first platform; And one second platform, comprise many vertical load-bearing crossbeams and many horizontal secondary beams, the two ends of wherein above-mentioned load-bearing crossbeam connect the above-mentioned mechanical system of climbing respectively, and each root load-bearing crossbeam cooperates the above-mentioned mechanical system of climbing that is fixedly connected on its two ends, constitute one group of load-bearing horse, form a template operation district between wherein above-mentioned first platform and second platform.
The beneficial effects of the utility model are, one, operation simplifies, and hydraulic pressure integral type lifting platform need not to disintegrate when structure hinders running into, but subdivision is independently finished and is climbed.Simultaneously pre-buried load bolt also than the pre-buried lattice column of integral type steel platform come simple.Two, save cost: the lattice column that integral type steel platform adopts must be imbedded in the structure wall, can't reclaim; And hydraulic pressure integral jacking flat-bed member nearly all can be recycled again.Three, control is convenient: hydraulic pressure integral jacking flat-bed is controlled easy, only needs when climbing to be controlled by handheld box, realizes that the reduction cylinder switching of hydraulic jack gets final product.Simultaneously owing to there is not the problem of climbing synchronously of large tracts of land multimachine position,, avoided monitoring improper and contingency generation so that the monitoring when climbing also comes is many easily.
Description of drawings
Figure 1 shows that the double-acting integral hydraulic automatic lifting platform plan sketch that the utility model one embodiment is provided;
Figure 2 shows that the double-acting integral hydraulic automatic lifting platform elevational schematic view that the utility model one embodiment is provided;
Fig. 3 A, 3B and 3C are depicted as the end platform load-bearing crossbeam and the mechanical system assembly drawing that climbs that the utility model one embodiment is provided.
The specific embodiment
For the purpose of this utility model, feature are become apparent, provide preferred embodiment also in conjunction with the accompanying drawings, the utility model is described in further detail.
See also Fig. 1, Figure 1 shows that the double-acting integral hydraulic automatic lifting platform plan sketch that the utility model one embodiment is provided.This service platform comprises end platform 210 and roof panel 220, and the first half of Fig. 1 is the plan sketch of end platform 210, and this end platform 210 is connected and composed by two groups of vertical end platform load-bearing crossbeams 211 and horizontal secondary beam 212.And the two ends of these two groups of load-bearing crossbeams 211 connect the mechanical system 213 of climbing respectively, and the mechanical system of climbing 213 is affixed by attached wall bolt 214 and body of wall, and need not to add lattice column as supporting in body of wall, thereby have reduced the use and the task difficulty of material.
The latter half of Fig. 1 is roof panel 220 plan sketch, and this roof panel 220 is formed framework by girder 221 and secondary beam 222, and upward auxilliary steel plate forms service platform.
Because load-bearing crossbeam 211 two ends of end platform 210 have connected the mechanical system 213 of climbing, and can make service platform have independently climbing system, when the integral type platform ran into the structure obstruction, each unit can independently climb respectively, need not to disintegrate.
See also Fig. 2, the double-acting integral hydraulic automatic lifting platform that the utility model one embodiment is provided is comprised by main framework ties up muscle crosshead 310, template operation frame 320, operation of equipment frame 330, service platform face 340 comprises roof panel 341 and end platform 342, and mechanical system of climbing 343 and Hydraulic Pump 344, electrical control cubicles 345, large form 321 are formed.
Four seats in the plane of the mechanical system of wherein climbing 213,343 general employings, each seat in the plane all disposes the hydraulic jack that a jacking ability reaches 150KN.Member that this mechanical system of climbing adopts factory to process surely, the large form mobile device, to go along with sb. to guard him web plate etc. all be typing processing, can repeat turnover to use, so save the one-off construction cost greatly.
The double-acting integral hydraulic automatic lifting platform power system that the utility model one embodiment is provided is provided by one four flows such as seat in the plane multichannel output Hydraulic Pump 344, electric control system is made up of Electric Appliance Cabinet on the electric hydraulic power unit 345 and the hand behaviour control capsule (not shown) that is used to operate, and connects by connector with cable between the two.Get final product owing to only need when climbing the workman to control hand behaviour control capsule, control easy, so more be applicable to the building ground.
Fig. 3 A, the end platform load-bearing crossbeam and the mechanical system assembly drawing that climbs that 3B and 3C are provided for the utility model one embodiment.
Load-bearing crossbeam 401 two ends are connected with the mechanical system 402 of climbing respectively, and its connection mode describes in detail in the back, and the mechanical system 402 of climbing comprises: attached wall system 404, and it is captiveed joint with body of wall; Guide rail 405, it is captiveed joint with body of wall by attached wall system 404; Climbing scaffold system 406, its captive joint is also done two-way rising and descending motion along guide rail 405; Hydraulic efficiency pressure system 344 (see figure 2)s, it provides motion-promotion force for described climbing scaffold system 406.
Load-bearing crossbeam 401 is by two Two bors d's oeuveres] [channel-section steel is formed, and each installs the mechanical system 402 of climbing the two ends of load-bearing crossbeam 401.Its connection mode enlarged diagram, see also Fig. 3 B and 3C, wherein the mechanical system load-bearing hook 409 that climbs of an end adopts slide block 407 to connect with the slip form with load-bearing crossbeam 401, load-bearing hook 409 can utilize slide block 407 to slide along chute, and the other end adopts bearing pin 408 articulated forms, can avoid the mechanism blockage phenomenon that causes owing to degree of gravity vertical forwall surface error in the construction like this.
In sum, utilize double-acting integral hydraulic automatic lifting platform provided by the utility model to construct, can reach operation and simplify, save cost, control purposes such as convenient.
Though the utility model discloses as above with preferred embodiment; right its is not in order to limit the utility model; anyly have the knack of this operator; in not breaking away from spirit and scope of the present utility model; when doing a little change and retouching, therefore protection domain of the present utility model is as the criterion when looking claims person of defining.
Claims (5)
1. a double-acting integral automatic hydraulic lifting platform system is characterized in that, comprising:
The mechanical system of climbing, it comprises:
One attached wall system, it is captiveed joint with body of wall;
One guidance system, it is captiveed joint with described body of wall by described attached wall system;
One climbing scaffold system, its captive joint is also done two-way falling up and down along guidance system and is moved;
One hydraulic efficiency pressure system, it provides motion-promotion force for described climbing scaffold system; And
Service platform, it comprises:
One first platform; And
One second platform comprises many vertical load-bearing crossbeams and many horizontal secondary beams,
The two ends of wherein above-mentioned load-bearing crossbeam connect the above-mentioned mechanical system of climbing respectively, and each root load-bearing crossbeam cooperates the above-mentioned mechanical system of climbing that is fixedly connected on its two ends, constitute one group of load-bearing horse,
Form a template operation district between wherein above-mentioned first platform and above-mentioned second platform.
2. double-acting integral automatic hydraulic lifting platform system according to claim 1 is characterized in that, the wherein above-mentioned mechanical system of climbing adopts four seats in the plane, and each seat in the plane all disposes the hydraulic jack that a jacking ability reaches 150KN.
3. double-acting integral automatic hydraulic lifting platform system according to claim 1 is characterized in that, the power system of the wherein above-mentioned mechanical system of climbing is one four flows such as a seat in the plane multichannel output Hydraulic Pump.
4. double-acting integral automatic hydraulic lifting platform system according to claim 3, it is characterized in that, the electric control system of the wherein above-mentioned mechanical system of climbing is made up of Electric Appliance Cabinet on the above-mentioned Hydraulic Pump and the hand behaviour control capsule that is used to operate, and wherein above-mentioned Electric Appliance Cabinet is grasped between the control capsule with above-mentioned hand and is connected by connector with cable.
5. double-acting integral automatic hydraulic lifting platform system according to claim 1, it is characterized in that, the wherein above-mentioned second flat-bed load-bearing crossbeam two ends with the connection mode of the above-mentioned mechanical system of climbing are respectively, and an end adopts the chute form, and an end adopts the hinge form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820150610XU CN201268569Y (en) | 2008-07-08 | 2008-07-08 | Double-acting integral hydraulic automatic jacking platform system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820150610XU CN201268569Y (en) | 2008-07-08 | 2008-07-08 | Double-acting integral hydraulic automatic jacking platform system |
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| Publication Number | Publication Date |
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| CN201268569Y true CN201268569Y (en) | 2009-07-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNU200820150610XU Expired - Lifetime CN201268569Y (en) | 2008-07-08 | 2008-07-08 | Double-acting integral hydraulic automatic jacking platform system |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352685A (en) * | 2011-07-29 | 2012-02-15 | 中国葛洲坝集团股份有限公司 | Hydraulic lifting construction platform |
| CN105417321A (en) * | 2015-12-10 | 2016-03-23 | 山东恒堃机械有限公司 | Lifting device for construction vehicle and machine |
| CN106150106A (en) * | 2015-04-28 | 2016-11-23 | 中国二十冶集团有限公司 | A kind of just carrying the large-scale component pushing up and equipment high-altitude erecting device and installation method |
| CN107299754A (en) * | 2017-07-13 | 2017-10-27 | 北京市建筑工程研究院有限责任公司 | A kind of horizontal self-interacting type hydraulic climbing material platform |
| CN110512855A (en) * | 2019-08-15 | 2019-11-29 | 韦森 | A kind of manufacture craft of chimney (towering structure) construction climbing platforms |
| CN110734013A (en) * | 2019-10-31 | 2020-01-31 | 中国建筑第七工程局有限公司 | transport platform for horizontal members of prefabricated building |
| CN114105038A (en) * | 2021-11-11 | 2022-03-01 | 中铁科工集团装备工程有限公司 | Friction type walking type automatic lifting platform and method |
-
2008
- 2008-07-08 CN CNU200820150610XU patent/CN201268569Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352685A (en) * | 2011-07-29 | 2012-02-15 | 中国葛洲坝集团股份有限公司 | Hydraulic lifting construction platform |
| CN106150106A (en) * | 2015-04-28 | 2016-11-23 | 中国二十冶集团有限公司 | A kind of just carrying the large-scale component pushing up and equipment high-altitude erecting device and installation method |
| CN105417321A (en) * | 2015-12-10 | 2016-03-23 | 山东恒堃机械有限公司 | Lifting device for construction vehicle and machine |
| CN107299754A (en) * | 2017-07-13 | 2017-10-27 | 北京市建筑工程研究院有限责任公司 | A kind of horizontal self-interacting type hydraulic climbing material platform |
| CN110512855A (en) * | 2019-08-15 | 2019-11-29 | 韦森 | A kind of manufacture craft of chimney (towering structure) construction climbing platforms |
| CN110734013A (en) * | 2019-10-31 | 2020-01-31 | 中国建筑第七工程局有限公司 | transport platform for horizontal members of prefabricated building |
| CN114105038A (en) * | 2021-11-11 | 2022-03-01 | 中铁科工集团装备工程有限公司 | Friction type walking type automatic lifting platform and method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090708 |