CN203769283U - Adaptive angle self-climbing construction platform - Google Patents
Adaptive angle self-climbing construction platform Download PDFInfo
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- CN203769283U CN203769283U CN201320678566.0U CN201320678566U CN203769283U CN 203769283 U CN203769283 U CN 203769283U CN 201320678566 U CN201320678566 U CN 201320678566U CN 203769283 U CN203769283 U CN 203769283U
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Abstract
The utility model discloses an adaptive angle self-climbing construction platform, belongs to the technical field of building construction, and aims to meet requirements of the current situation of a construction platform of a current special-shaped structure construction formwork with large section variability and overcome the shortcomings of the structural current situation of the construction platform. The adaptive angle self-climbing construction platform is improved based on a traditional construction platform, and the structure of the construction platform is designed into a multi-row triangular framework structure. The adaptive angle self-climbing construction platform has angle adaptive and self-climbing functions by the aid of sequential deformation of an edge sharing spliced triangular structure and design of related components. The construction platform can adapt to shape transformation of the special-shaped structure construction formwork with the large section variability in a self-adjusting structural mode by the aid of the angle adaptive function, and can automatically climb on a rail laid along the formwork after the structure of the construction platform is adjusted by the aid of the self-climbing function. By the design of the adaptive angle self-climbing construction platform, the construction platform is adaptable to construction transformation of a special-shaped structure with the large section variability and simple in structure, and has the advantages of safety, flexibility, operability and the like.
Description
Technical field
The utility model relates to self adaptation angle from climbing operation platform, be directed to that the construction of the larger polymorphic structure of current cross section variability requires operation platform present situation and the deficiency of operation platform structure present situation, this design is the operation platform based on traditional and is improved, and operation platform structure is designed to many row's triangle skeleton structures.By common limit and connect the orderly distortion of triangular structure and associated components design, make it have angle self adaptation and the function of certainly climbing.Angle adaptation function makes operation platform comply with the outer fractal transform of polymorphic structure construction formwork that cross section variability is larger by self-adjusting frame mode; The track that operation platform is laid after self structure adjustment from the function of climbing along template carries out from climbing.Self adaptation angle makes operation platform can be adapted to the polymorphic structure construction conversion that cross section variability is larger from the operation platform design of climbing, and this operation platform is simple in structure has the features such as safety, flexibility and ease for operation.
Background technology
The new period, along with China Express Railway construction enters flourish period, China's newly built railway Line for Passenger Transportation is taked the design concept on Yi Qiaodai road more, because of across both wired and across cheuch occur large-scale tapered pier and special-shaped king-tower also more common.And along with the development of bridge design and construction technology, the combination of structure and Aesthetics Philosophy makes Urban Bridge, scenic spot bridge and Bridges in Mountainous Areas more generally apply the polymorphic structures such as large-scale tapered pier and special-shaped king-tower.Aspect building structure, the architectural aesthetics is developed so far, and the abnormity of building structure changes has become the architectural aesthetics one feature greatly.And large-scale tapered pier, special-shaped king-tower and irregular building structure often difficulty of construction Risks is high, its template is arranged and the ladder rising construction characteristic such as concreting and the special-shaped feature of main body need operation platform structure to have the features such as safety, flexibility and ease for operation simultaneously.If only require the safety of operation platform structure, and do not consider the requirement of engineering to its configuration flexibility and ease for operation, construction speed and the waste that causes material will be had a strong impact on to a certain extent.
At present, the climbed gliding style operation platform major applications of structure formwork for placing is constructed and upright or the less structure of cross section variability in large scale structure both at home and abroad.And that variability larger large scale special-shaped structure in cross section requires operation platform is high, not only can climb sliding feature and make complex structure because making it have, also cause the results such as the poor and operability of configuration flexibility is more complicated; For structure upright or that cross section variability is less, it can be climbed sliding operation platform and be difficult to be applied to the structure that cross section variability is larger.And at present, the middle-size and small-size polymorphic structure that cross section variability is larger or highly less large scale special-shaped structure, because climbing the complexity of sliding operation platform structure and operation, engineering is often used " disposable " operation platform (tearing formula open) or multi-gradient to arrange operation platform, affects to a certain extent construction speed and causes waste of material.Therefore the polymorphic structure construction that, at present cross section variability is larger in the urgent need to a kind of there is the features such as safety, flexibility and ease for operation certainly climb gliding style operation platform structure.This self adaptation angle can meet the requirement of engineering present situation to operation platform structure from the operation platform research and design of climbing, and makes easy construction and reduces construction speed impact and reduce the waste to material.
Utility model content
The purpose of this utility model is to overcome the deficiency of current abnormally-structured operation platform aspect climb operation and self adaptation angle adjustment, operation platform structure of modification is become to many row's triangle stabilization of bony shelf structures, the design of the each member of operation platform is made to operation platform tool angle self adaptation and the function of certainly climbing, and make operation platform can adapt to the abnormally-structured construction requirement that cross section variability is larger.
The utility model has been taked following technical scheme:
A kind of self adaptation angle is from climbing operation platform, based on lever principle, utilize the folded rail of triangle stabilization of bony shelf structure, hydraulic pressure pole, assembling double-deck i iron and one of the draw-in groove roller composition of the capable of regulating length of side can be along the operation platform of track skid self climbing, by to adjustable hydraulic pressure pole with can assemble the folded rail of double-deck i iron and the design of the folded rail of flexible vulcanie, make this self adaptation angle go for from the operation platform that climbs the polymorphic structure construction that cross section variability is large, it is characterized in that:
This operation platform is totally eight adjustable hydraulic pressure poles and two non-hydraulic pressure poles, is arranged in operation platform both sides.It is right pole 19 that four, right side hydraulic pressure pole is respectively upper right long fulcrum bar 15, upper right short strut 17, bottom right long fulcrum bar 21, bottom right short strut 23 and a non-hydraulic pressure pole, and wherein upper right long fulcrum bar 15, upper right short strut 17 and right pole 19 are carried out hinged composition triangle I (7-9-11) mechanism by upper right bearing 7, right outside bearing 9 and right inside bearing 11 respectively between any two; Bottom right long fulcrum bar 21, bottom right short strut 23 and right pole 19 are carried out a triangle II of hinged composition (9-11-13) mechanism by bottom right bearing 13, right outside bearing 9 and right inside bearing 11 respectively between any two.It is left pole 20 that the four hydraulic pressure poles in left side are respectively upper left long fulcrum bar 16, upper left short strut 18, lower-left long fulcrum bar 22, lower-left short strut 24 and a non-hydraulic pressure pole, and wherein upper left long fulcrum bar 16, upper left short strut 18 and left pole 20 are carried out a triangle III of hinged composition (8-10-12) mechanism by upper left bearing 8, left outside bearing 10 and left inside bearing 12 respectively between any two; Lower-left long fulcrum bar 22, lower-left short strut 24 and left pole 20 are carried out a triangle IV of hinged composition (10-12-4) mechanism by lower-left bearing 14, left outside bearing 10 and left inside bearing 12 respectively between any two.Welded by three row horizontal connecting rod 30 two ends and right pole 19 and left pole 20 again, make triangle I (7-9-11) mechanism, triangle II (9-11-13), triangle III (8-10-12) mechanism and triangle IV (10-12-14) mechanism of left and right sides connect to form operation platform skeleton;
For support personnel and construction safety, laterally arranging table top steel plate 29 on connecting rod 30, on table top steel plate 29, arrange protective guard 26, in protective guard 26, enclose the skidding 28 of setting up defences of table top steel plate 28 upper berths; For increasing structural strength, laterally under connecting rod 30, arranging truss 25.
In order to make operation platform can skid can hold slideway again in case operation platform rollover in slide rail, at the upper right on right side long fulcrum bar 15 front ends, upper left long fulcrum bar 16 front ends that front end that upper right draw-in groove roller 1, bottom right long fulcrum bar 21 front ends arrange bottom right draw-in groove roller 5, right pole 19 arranges right draw-in groove roller 3 and left side are set respectively and the front end that upper left draw-in groove roller 2, lower-left long fulcrum bar 22 front ends arrange lower-left draw-in groove roller 6, left pole 20 are set left draw-in groove roller 4 is set.All draw-in groove rollers are all detained respectively the shaped steel slideway 27 of the folded rail of double-deck i iron that is hung on the left and right sides.In the structure of all draw-in groove rollers, there is the telescopic friction bar 31 arranging in inside groove, friction lever 31 ends are friction rubber 36, when being extended top by friction lever 31, friction rubber 36 is depressed into shaped steel slideway 27, the rubbing action of shaped steel slideway 27 top flange plates and draw-in groove roller makes upper right long fulcrum bar 15, bottom right long fulcrum bar 21, right pole 19 and upper left long fulcrum bar 16, lower-left long fulcrum bar 22, left pole 20 can be clamped in shaped steel slideway 27, makes the static different operating height that is fixed on of operation platform; The roller 35 of draw-in groove roller is connected with both sides otic placode 32 by axostylus axostyle 33 with bearing 34;
The upper strata of folding rail as the double-deck i iron of operation platform track is that shaped steel slideway 27 and lower floor are formed steel base 37, and shaped steel slideway 27 welds along the frange plate being adjacent to mutually with formed steel base 37; Shaped steel slideway 27 is buckled extension for each draw-in groove roller, and formed steel base 37 is folded rail in building structure template for fixing whole double-deck i iron.The folded rail of this bilayer i iron carries out bolt in the fixing steel disc 43 of formed steel base 37 web preformed holes 40 and the vertical bolt 41 that is through at formed steel base 37 frange plates with building structure template and is connected by crossing, and bolt connects and ensured having detachably and assembling capacity energy of the folded rail of double-deck i iron.In the time that operation platform passes through the curved surface Sudden change region of polymorphic structure, in order to make operation platform successfully slide and to climb along polymorphic structure template face, the folded rail of flexible vulcanie need be set in curved surface Sudden change region, the folded rail of vulcanie is made up of the rubber slideway 39 on upper strata and the rubber base plate 38 of lower floor, and wherein the cross sectional shape of rubber slideway 39 is identical with shaped steel slideway 27.The folded rail of vulcanie is sewed part 42 by the link at two ends and is folded rail with double-deck i iron and be connected, then carries out bolt in the fixing steel disc 43 of rubber base plate 39 preformed holes 44 with building structure template and be connected by crossing.Assemble the folded rail of double-deck i iron in building structure template time, between the folded rail of double-deck i iron, all can sew part 42 by link and connect.
Operating principle: this kind of self adaptation angle is from climbing operation platform, mainly based on lever principle, the triangular structure of the capable of regulating length of side is as operation platform skeleton, each side of operation platform all by a large triangular structure as support frame, and the large triangular structure of both sides is all total to limit and is connect by two little triangular structures and forms, by the little leg-of-mutton upper and lower ordered deformation in four of both sides, the large triangular structure in both sides can be upwards out of shape, thereby operation platform entirety is upwards climbed.In the operation platform course of work, the left draw-in groove roller 4 of the lower-left draw-in groove roller 6 of the right draw-in groove roller 3 of the bottom right draw-in groove roller 5 of bottom right long fulcrum bar 21, right pole 19 and lower-left long fulcrum bar 22, left pole 20 is all extended friction lever to be clamped in shaped steel slideway 27, by the upper left draw-in groove roller 2 of the upper left long fulcrum bar 16 in the upper right draw-in groove roller 1 of the upper right long fulcrum bar 15 on right side and left side with all friction lever is bounced back and loosened in shaped steel slideway 27.By hydraulic system by the upper end of upper right long fulcrum bar 15, upper right short strut 17 and upper left long fulcrum bar 16, upper left short strut 18 extend in varing proportions make upper right draw-in groove roller 1 and upper left draw-in groove roller 2 can be simultaneously along shaped steel slideway 27 upwards skid to predetermined altitude, the friction lever of upper right draw-in groove roller 1 and upper left draw-in groove roller 2 is all extended and is clamped in shaped steel slideway 27.The friction lever of right draw-in groove roller 3 and left draw-in groove roller 4 is all bounced back and loosened in shaped steel slideway 27, by hydraulic system, the upper end of upper right long fulcrum bar 15 and upper left long fulcrum bar 16 is bounced back in varing proportions, extend in varing proportions bottom right long fulcrum bar 21 and lower-left long fulcrum bar 22 upper ends simultaneously, make right draw-in groove roller 3 and left draw-in groove roller 4 can be simultaneously along shaped steel slideway 27 upwards skid to predetermined altitude, the friction lever of right draw-in groove roller 3 and left draw-in groove roller 4 is all extended and is clamped in shaped steel slideway 27, right pole 19 and left pole 20 are all promoted to predetermined altitude, be that operation platform work plane is promoted to predetermined altitude.Bottom right draw-in groove roller 5 and lower-left draw-in groove roller 6 friction levers are all bounced back and loosened in shaped steel slideway 27, by hydraulic system, the upper end of bottom right long fulcrum bar 21 and lower-left long fulcrum bar 22 is bounced back in varing proportions, make bottom right draw-in groove roller 5 and lower-left draw-in groove roller 6 can be simultaneously along shaped steel slideway 27 upwards skid to predetermined altitude, the friction lever of bottom right draw-in groove roller 5 and lower-left draw-in groove roller 6 is all extended and is clamped in shaped steel slideway 27.The folded rail front end of upper part of double i iron is dismantled and be assembled to folded used bottom operation platform double-deck i iron rail, meet when the large circular formwork of curvature need be established transition rail and lay the folded rail of vulcanie, then make operation platform continue again to climb.Process like this, make whole operation platform can certainly rise to predetermined altitude, and the triangle skeleton up and down of adjustable hydraulic supporting pole pair operation platform both sides carry out angle adjustment and can multistage the folded rail of double-deck i iron and the folded rail of flexible vulcanie of assembling operation platform is climbed on the larger template face of the curved surface variability of polymorphic structure and makes construction working face maintenance level, having can self adaptation angle function.
In platform, the scalable performance of all adjustable hydraulic pressure poles and friction lever is all by HYDRAULIC CONTROL SYSTEM.
The operating process of falling and climb of climbing of this operation platform is reverse procedure.
Table top steel plate 29 sizes are adjusted according to concrete structure construction requirement, can set up three rows or arrange the cage construction of triangular strut as operation platform more.
Self adaptation angle of the present utility model makes operation platform self-adjusting planform be adapted to the polymorphic structure that cross section variability is larger from the operation platform design of climbing, make that operation platform structure adaptability is high, easy construction reduce construction speed impact and reduce the waste to material, and there is the features such as safety, flexibility and ease for operation.
Brief description of the drawings
Fig. 1 is that the utility model self adaptation angle is from climbing operation platform lateral view;
Fig. 2 is that the utility model self adaptation angle is from climbing operation platform top view;
Fig. 3 is that the utility model self adaptation angle is from climbing operation platform elevation;
Fig. 4 is that the utility model self adaptation angle is from climbing operation platform pole 15 (16) constructional detail;
Fig. 5 is that the utility model self adaptation angle is from climbing operation platform pole 21 (22) constructional detail;
Fig. 6 is that the utility model self adaptation angle is from climbing operation platform pole 19 (20) constructional detail;
Fig. 7 is that the utility model self adaptation angle is from climbing operation platform pole 17 (18) constructional detail;
Fig. 8 is that the utility model self adaptation angle is from climbing operation platform pole 23 (24) constructional detail;
Fig. 9 is that the utility model self adaptation angle is from climbing operation platform draw-in groove roller elevation;
Figure 10 is that the utility model self adaptation angle is from climbing operation platform draw-in groove roller I-I sectional drawing;
Figure 11 is that the utility model self adaptation angle is from climbing operation platform draw-in groove wheels side view;
Figure 12 is the folded trackside view of assembling of operation platform of the present utility model;
Figure 13 is the folded rail elevation of assembling of operation platform of the present utility model;
In figure: 1 is upper right draw-in groove roller; 2 is upper left draw-in groove roller; 3 is right draw-in groove roller; 4 is left draw-in groove roller; 5 is bottom right draw-in groove roller; 6 is lower-left draw-in groove roller; 7 is upper right bearing; 8 is upper left bearing; 9 is right outside bearing; 10 is left outside bearing; 11 is right inside bearing; 12 left inside bearings; 13 is bottom right bearing; 14 is lower-left bearing; 15 is upper right long fulcrum bar; 16 is upper left long fulcrum bar; 17 is upper right short strut; 18 is upper left short strut; 19 is right pole; 20 is left pole; 21 is bottom right long fulcrum bar; 22 is lower-left long fulcrum bar; 23 is bottom right short strut; 24 is bottom right short strut; 25 is truss; 26 is protective guard; 27 is shaped steel slideway; 28 is slipmat; 29 is table top steel plate; 30 is horizontal connecting rod; 31 is friction lever; 32 is otic placode; 33 is axostylus axostyle; 34 is bearing; 35 is roller; 36 is friction rubber; 37 is formed steel base; 38 is rubber base plate; 39 is rubber slideway; 40 is web preformed hole; 41 is bolt; 42 sew part for connecting; 43 is fixing steel disc, and 44 is rubber base plate preformed hole.
Detailed description of the invention
Describe the utility model detailed description of the invention in detail below in conjunction with accompanying drawing 1 to Fig. 6.
Concrete implementation step is as follows:
The first step: by folded double-deck i iron rail along template at a certain distance two rows be layed in the luggage of going forward side by side on building structure template face and be assigned to predetermined altitude, and in bottom reserved one section of trackless district.
Second step: the shaped steel slideway 27 that the front end draw-in groove roller of upper right long fulcrum bar 15 and upper left long fulcrum bar 16 is all entered respectively to the folded rail of double-deck i iron from trackless district slumping.In like manner, successively right pole 19 and left pole 20, bottom right long fulcrum bar 21 and lower-left long fulcrum bar 22 are entered respectively to the shaped steel slideway 27 of the folded rail of double-deck i iron by draw-in groove roller slumping.By platform structure requirement, respectively upper, middle and lower three layers of pole in both sides are arranged at a certain distance along shaped steel slideway 27, and extend stuck each strut ends in shaped steel slideway 27 by the friction lever 31 of draw-in groove roller.Then, load onto respectively upper right short strut 17, bottom right short strut 23, upper left short strut 18, lower-left short strut 24 in both sides.The pole of both sides is joined and is formed the triangle skeleton structure of both sides by bearing between any two.By horizontal connecting rod 30, the triangle skeleton structure of both sides is coupled together and forms operation platform entirety skeleton again.
The 3rd step: adjust respectively the elongation of the hydraulic pressure pole of both sides, ensure that the non-hydraulic pressure pole in both sides is in same level, truss 25 and horizontal connecting rod 30 are overlapped.Then, arrange table top steel plate 29 and protective guard 26, complete slipmat 28.Whole operation platform has been set up, and hydraulic control system is moved to the operation so that the later stage climbs in platform.
The 4th step: the left draw-in groove roller 4 of the lower-left draw-in groove roller 6 of the right draw-in groove roller 3 of the bottom right draw-in groove roller 5 of bottom right long fulcrum bar 21, right pole 19 and lower-left long fulcrum bar 22, left pole 20 is all extended friction lever to be clamped in shaped steel slideway 27, by the upper left draw-in groove roller 2 of the upper left long fulcrum bar 16 in the upper right draw-in groove roller 1 of the upper right long fulcrum bar 15 on right side and left side with all friction lever is bounced back and loosened in shaped steel slideway 27.By hydraulic system by the upper end of upper right long fulcrum bar 15, upper right short strut 17 and upper left long fulcrum bar 16, upper left short strut 18 extend in varing proportions make upper right draw-in groove roller 1 and upper left draw-in groove roller 2 can be simultaneously along shaped steel slideway 27 upwards skid to predetermined altitude, the friction lever of upper right draw-in groove roller 1 and upper left draw-in groove roller 2 is all extended and is clamped in shaped steel slideway 27.The friction lever of right draw-in groove roller 3 and left draw-in groove roller 4 is all bounced back and loosened in shaped steel slideway 27, by hydraulic system, the upper end of upper right long fulcrum bar 15 and upper left long fulcrum bar 16 is bounced back in varing proportions, extend in varing proportions bottom right long fulcrum bar 21 and lower-left long fulcrum bar 22 upper ends simultaneously, make right draw-in groove roller 3 and left draw-in groove roller 4 can be simultaneously along shaped steel slideway 27 upwards skid to predetermined altitude, the friction lever of right draw-in groove roller 3 and left draw-in groove roller 4 is all extended and is clamped in shaped steel slideway 27, right pole 19 and left pole 20 are all promoted to predetermined altitude, be that operation platform work plane is promoted to predetermined altitude.Bottom right draw-in groove roller 5 and lower-left draw-in groove roller 6 friction levers are all bounced back and loosened in shaped steel slideway 27, by hydraulic system, the upper end of bottom right long fulcrum bar 21 and lower-left long fulcrum bar 22 is bounced back in varing proportions, make bottom right draw-in groove roller 5 and lower-left draw-in groove roller 6 can be simultaneously along shaped steel slideway 27 upwards skid to predetermined altitude, the friction lever of bottom right draw-in groove roller 5 and lower-left draw-in groove roller 6 is all extended and is clamped in shaped steel slideway 27.Like this, whole operation platform has just completed and has certainly risen to predetermined altitude along slideway.
The 5th step: in the time that the large circular formwork of chance curvature need be established transition rail, curved surface changes compared with large form section lays the folded rail of vulcanie.Then, then repeat the 4th step, make each draw-in groove roller cross curved surface sudden change section by smooth skid, operation platform continues upwards to climb.
The 6th step: continue to repeat the 4th step, make operation platform continue to climb, if desired, the folded rail front end of upper part of double i iron is dismantled and be assembled to folded used bottom operation platform double-deck i iron rail and continue to climb for operation platform.In the time that operation platform passes through the curved surface Sudden change region of polymorphic structure, repeat the 5th step.
The 7th step: after building structure construction completes, by removing apart from the nearest folded rail slideway of operation platform bottom draw-in groove roller, by lifting means, operation platform is slowly transferred and made all draw-in groove roller cunnings roll out slideway, and then continue to transfer operation platform.
The above, it is only preferred embodiment of the present utility model, not the utility model is done to any pro forma restriction, any technical solutions of the utility model content that do not depart from,, all still belong in the scope of technical solutions of the utility model any simple modification made for any of the above embodiments, equivalent variations and modification according to technical spirit of the present utility model.
Claims (4)
1. a self adaptation angle is from climbing operation platform, based on lever principle, utilize the folded rail of triangle stabilization of bony shelf structure, hydraulic pressure pole, assembling double-deck i iron and one of the draw-in groove roller composition of the capable of regulating length of side can be along the operation platform of track skid self climbing, by to adjustable hydraulic pressure pole with can assemble the folded rail of double-deck i iron and the design of the folded rail of flexible vulcanie, make this self adaptation angle go for from the operation platform that climbs the polymorphic structure construction that cross section variability is large, it is characterized in that:
This operation platform is totally eight adjustable hydraulic pressure poles and two non-hydraulic pressure poles, is arranged in operation platform both sides; It is right pole 19 that four, right side hydraulic pressure pole is respectively upper right long fulcrum bar (15), upper right short strut (17), bottom right long fulcrum bar (21), bottom right short strut (23) and a non-hydraulic pressure pole, and wherein upper right long fulcrum bar 15, upper right short strut 17 and right pole 19 are carried out hinged composition triangle I (7-9-11) mechanism by upper right bearing (7), right outside bearing (9) and right inside bearing (11) respectively between any two; Bottom right long fulcrum bar (21), bottom right short strut (23) and right pole (19) are carried out a triangle II of hinged composition (9-11-13) mechanism by bottom right bearing (13), right outside bearing (9) and right inside bearing (11) respectively between any two; It is left pole (20) that the four hydraulic pressure poles in left side are respectively upper left long fulcrum bar (16), upper left short strut (18), lower-left long fulcrum bar (22), lower-left short strut (24) and a non-hydraulic pressure pole, and wherein upper left long fulcrum bar (16), upper left short strut (18) and left pole (20) are carried out a triangle III of hinged composition (8-10-12) mechanism by upper left bearing (8), left outside bearing (10) and left inside bearing (12) respectively between any two; Lower-left long fulcrum bar (22), lower-left short strut (24) and left pole (20) are carried out a triangle IV of hinged composition (10-12-4) mechanism by lower-left bearing (14), left outside bearing (10) and left inside bearing (12) respectively between any two; By the horizontal connecting rod of three rows (30) two ends and right pole (19) and left pole (20) welding, make triangle I (7-9-11) mechanism, triangle II (9-11-13), triangle III (8-10-12) mechanism and triangle IV (10-12-14) mechanism of left and right sides connect to form operation platform skeleton again;
For support personnel and construction safety, laterally on connecting rod (30), arranging table top steel plate (29), the upper protective guard (26) of arranging of table top steel plate (29) encloses the skidding (28) of setting up defences of table top steel plate (28) upper berth in protective guard (26); For increasing structural strength, laterally under connecting rod (30), arranging truss (25);
Can slideway can be held again in case operation platform rollover in slide rail by skid in order to make operation platform, at the upper right on right side long fulcrum bar (15) front end, upper right draw-in groove roller (1) is set respectively, bottom right long fulcrum bar (21) front end arranges bottom right draw-in groove roller (5), upper left long fulcrum bar (16) front end that the front end of right pole (19) arranges right draw-in groove roller (3) and left side arranges upper left draw-in groove roller (2), lower-left long fulcrum bar (22) front end arranges lower-left draw-in groove roller (6), the front end of left pole (20) arranges left draw-in groove roller (4), all draw-in groove rollers are all detained respectively the shaped steel slideway (27) of the folded rail of double-deck i iron that is hung on the left and right sides, in the structure of all draw-in groove rollers, there is the telescopic friction bar (31) arranging in inside groove, friction lever (31) end is friction rubber (36), when friction lever (31) rubber (36) that will rub extends top and is depressed into shaped steel slideway (27), the rubbing action of shaped steel slideway (27) top flange plate and draw-in groove roller makes upper right long fulcrum bar (15), bottom right long fulcrum bar (21), right pole (19) and upper left long fulcrum bar (16), lower-left long fulcrum bar (22), left pole (20) can be clamped in shaped steel slideway (27), make the static different operating height that is fixed on of operation platform, the roller (35) of draw-in groove roller is connected with both sides otic placode (32) by axostylus axostyle (33) with bearing (34),
The upper strata of folding rail as the double-deck i iron of operation platform track is that shaped steel slideway (27) and lower floor are formed steel base (37), and shaped steel slideway (27) welds along the frange plate being adjacent to mutually with formed steel base (37); Shaped steel slideway (27) is buckled extension for each draw-in groove roller, and formed steel base (37) is folded rail in building structure template for fixing whole double-deck i iron; The folded rail of this bilayer i iron carries out bolt in the fixing steel disc (43) of formed steel base (37) web preformed hole (40) and the vertical bolt (41) that is through at formed steel base (37) frange plate with building structure template and is connected by crossing, and bolt connects and ensured that double-deck i iron folds having detachably and assembling capacity energy of rail; In the time that operation platform passes through the curved surface Sudden change region of polymorphic structure, in order to make operation platform successfully slide and to climb along polymorphic structure template face, the folded rail of flexible vulcanie need be set in curved surface Sudden change region, the folded rail of vulcanie is made up of the rubber slideway (39) on upper strata and the rubber base plate (38) of lower floor, and wherein the cross sectional shape of rubber slideway (39) is identical with shaped steel slideway (27); The folded rail of vulcanie is sewed part (42) by the link at two ends and is folded rail with double-deck i iron and be connected, then carries out bolt in the fixing steel disc (43) of rubber base plate (39) preformed hole (44) with building structure template and be connected by crossing; Assemble the folded rail of double-deck i iron in building structure template time, between the folded rail of double-deck i iron, all can sew part (42) by link and connect.
According to a kind of self adaptation angle described in claim 1 from the operation platform that climbs, it is characterized in that: in platform, the scalable performance of all adjustable hydraulic pressure poles and friction lever is all by HYDRAULIC CONTROL SYSTEM.
According to a kind of self adaptation angle described in claim 1 from the operation platform that climbs, it is characterized in that: the operating process of falling and climb of climbing of this operation platform is reverse procedure.
4. a kind of self adaptation angle according to claim 1 is from climbing operation platform, it is characterized in that: table top steel plate (29) size is adjusted according to concrete structure construction requirement, can set up three rows or arrange the cage construction of triangular strut as operation platform more.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201320678566.0U CN203769283U (en) | 2013-10-30 | 2013-10-30 | Adaptive angle self-climbing construction platform |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603486A (en) * | 2013-10-30 | 2014-02-26 | 北京工业大学 | Adaptive angle self-climbing construction platform |
| CN113089992A (en) * | 2021-03-26 | 2021-07-09 | 苏州眠饰界贸易有限公司 | Building outer wall glass matched with staff to maintain and prolong service life |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603486A (en) * | 2013-10-30 | 2014-02-26 | 北京工业大学 | Adaptive angle self-climbing construction platform |
| CN113089992A (en) * | 2021-03-26 | 2021-07-09 | 苏州眠饰界贸易有限公司 | Building outer wall glass matched with staff to maintain and prolong service life |
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Inventor after: Wu Tongjin Inventor after: Chen Zhuang Inventor after: Nie Guonan Inventor after: Zhang Wenxue Inventor after: Huang Jian Inventor after: Liu Hailu Inventor before: Wu Tongjin Inventor before: Chen Zhuang Inventor before: Nie Guonan |
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Free format text: CORRECT: INVENTOR; FROM: WU TONGJIN CHEN ZHUANG NIE GUONAN TO: WU TONGJIN CHEN ZHUANG NIE GUONAN ZHANG WENXUE HUANG JIAN LIU HAILU |
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