CN103603486A - Adaptive angle self-climbing construction platform - Google Patents

Adaptive angle self-climbing construction platform Download PDF

Info

Publication number
CN103603486A
CN103603486A CN201310528518.8A CN201310528518A CN103603486A CN 103603486 A CN103603486 A CN 103603486A CN 201310528518 A CN201310528518 A CN 201310528518A CN 103603486 A CN103603486 A CN 103603486A
Authority
CN
China
Prior art keywords
platform
draw
pole
fulcrum bar
long fulcrum
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201310528518.8A
Other languages
Chinese (zh)
Other versions
CN103603486B (en
Inventor
张文学
陈壮
吴桐金
聂国南
曾亚
魏赞洋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing flounder Engineering Consulting Co., Ltd.
Original Assignee
Beijing University of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Beijing University of Technology filed Critical Beijing University of Technology
Priority to CN201310528518.8A priority Critical patent/CN103603486B/en
Publication of CN103603486A publication Critical patent/CN103603486A/en
Application granted granted Critical
Publication of CN103603486B publication Critical patent/CN103603486B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention 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

A kind of self adaptation angle is from climbing operation platform
Technical field
The present invention 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 designs, 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 because making it have, can climb sliding feature and make complex structure, also cause that configuration flexibility is poor and the result such as operability 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.
Summary of the invention
The object of the invention 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 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 present invention has taked following technical scheme:
A kind of self adaptation angle is from climbing operation platform, based on lever principle, utilizing the folded rail of triangle stabilization of bony shelf structure, hydraulic pressure pole, assembling double-deck i iron of the capable of regulating length of side and draw-in groove roller to form one 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 by upper right bearing 7, right outside bearing 9 and right inside bearing 11 respectively between any two) mechanism; Bottom right long fulcrum bar 21, bottom right short strut 23 and right pole 19 are carried out triangle II(9-11-13 of hinged composition by bottom right bearing 13, right outside bearing 9 and right inside bearing 11 respectively between any two) mechanism.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 triangle III(8-10-12 of hinged composition by upper left bearing 8, left outside bearing 10 and left inside bearing 12 respectively between any two) mechanism; 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 three row horizontal connecting rod 30 two ends and right pole 19 and 20 welding of left pole, make the triangle I(7-9-11 of left and right sides again) mechanism, triangle II(9-11-13), triangle III(8-10-12) mechanism and triangle IV (10-12-14) mechanism 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 extending top by friction rubber 36, friction lever 31 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 27He lower floor is 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 fixedly 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 guaranteed having detachably and assembling capacity energy of the folded rail of double-deck i iron.When 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 comprised of the rubber base plate 38 of the rubber slideway 39He lower floor on upper strata, 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 in the fixedly steel disc 43 of rubber base plate 39 preformed holes 44, carries out bolt with building structure template and be connected by crossing.While assembling the folded rail of double-deck i iron in building structure template, 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 integral body 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, 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 is extended in varing proportions and made upper right draw-in groove roller 1 and upper left draw-in groove roller 2 along shaped steel slideway 27, make progress skid to predetermined altitude simultaneously, 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 along shaped steel slideway 27, make progress skid to predetermined altitude simultaneously, 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 along shaped steel slideway 27, make progress skid to predetermined altitude simultaneously, 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 the folded rail of the used double-deck i iron of bottom operation platform, 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.
Self adaptation angle of the present invention 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.
Accompanying drawing explanation
Fig. 1 is that self adaptation angle of the present invention is from climbing operation platform lateral view;
Fig. 2 is that self adaptation angle of the present invention is from climbing operation platform top view;
Fig. 3 is that self adaptation angle of the present invention is from climbing operation platform elevation;
Fig. 4 is that self adaptation angle of the present invention is from climbing operation platform pole 15 (16) constructional detail;
Fig. 5 is that self adaptation angle of the present invention is from climbing operation platform pole 21 (22) constructional detail;
Fig. 6 is that self adaptation angle of the present invention is from climbing operation platform pole 19 (20) constructional detail;
Fig. 7 is that self adaptation angle of the present invention is from climbing operation platform pole 17 (18) constructional detail;
Fig. 8 is that self adaptation angle of the present invention is from climbing operation platform pole 23 (24) constructional detail;
Fig. 9 is that self adaptation angle of the present invention is from climbing operation platform draw-in groove roller elevation;
Figure 10 is that self adaptation angle of the present invention is from climbing operation platform draw-in groove roller I-I sectional drawing;
Figure 11 is that self adaptation angle of the present invention 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 invention;
Figure 13 is the folded rail elevation of assembling of operation platform of the present invention;
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.
The specific embodiment
Below in conjunction with accompanying drawing 1 to Fig. 6, describe the specific embodiment of the invention in detail.
Concrete implementation step is as follows:
The first step: by the folded rail of double-deck i iron 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 Yi Duan trackless district.
Second step: 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 shaped steel slideway 27 of 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 each strut ends is stuck in shaped steel slideway 27 by the friction lever 31 of draw-in groove roller.Then, in both sides, load onto respectively upper right short strut 17, bottom right short strut 23, upper left short strut 18, lower-left short strut 24.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 the whole skeleton of operation platform again.
The 3rd step: adjust respectively the elongation of the hydraulic pressure pole of both sides, guarantee that the non-hydraulic pressure pole in both sides is in same level, by truss 25 and horizontal connecting rod 30 overlap joints.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, 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 is extended in varing proportions and made upper right draw-in groove roller 1 and upper left draw-in groove roller 2 along shaped steel slideway 27, make progress skid to predetermined altitude simultaneously, 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 along shaped steel slideway 27, make progress skid to predetermined altitude simultaneously, 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 along shaped steel slideway 27, make progress skid to predetermined altitude simultaneously, 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: when 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 the folded rail of the used double-deck i iron of bottom operation platform and continue to climb for operation platform.When 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 invention, not the present invention is done to any pro forma restriction, any technical solution of the present invention content that do not depart from, according to technical spirit of the present invention, to any simple modification made for any of the above embodiments, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.

Claims (4)

1. a self adaptation angle is from climbing operation platform, based on lever principle, utilizing the folded rail of triangle stabilization of bony shelf structure, hydraulic pressure pole, assembling double-deck i iron of the capable of regulating length of side and draw-in groove roller to form one 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 by upper right bearing (7), right outside bearing (9) and right inside bearing (11) respectively between any two) mechanism; Bottom right long fulcrum bar (21), bottom right short strut (23) and right pole (19) are carried out triangle II(9-11-13 of hinged composition by bottom right bearing (13), right outside bearing (9) and right inside bearing (11) respectively between any two) mechanism.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 triangle III(8-10-12 of hinged composition by upper left bearing (8), left outside bearing (10) and left inside bearing (12) respectively between any two) mechanism; 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 the triangle I(7-9-11 of left and right sides again) mechanism, triangle II(9-11-13), triangle III(8-10-12) mechanism and triangle IV (10-12-14) mechanism connect to form operation platform skeleton;
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).
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 end, upper left long fulcrum bar (16) front end that front end that upper right draw-in groove roller (1), bottom right long fulcrum bar (21) front end arrange bottom right draw-in groove roller (5), right pole (19) arranges right draw-in groove roller (3) and left side is set respectively and the front end that upper left draw-in groove roller (2), lower-left long fulcrum bar (22) front end arrange lower-left draw-in groove roller (6), left pole (20) is 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) 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), makes the static different operating height that is fixed on of operation platform; The roller of draw-in groove roller (35) 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 fixedly 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 guaranteed that double-deck i iron folds having detachably and assembling capacity energy of rail.When 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 comprised 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 in the fixedly steel disc (43) of rubber base plate (39) preformed hole (44), carries out bolt with building structure template and be connected by crossing.While assembling the folded rail of double-deck i iron in building structure template, 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 climbing 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 triangular strut as the cage construction of operation platform more.
CN201310528518.8A 2013-10-30 2013-10-30 A kind of self adaptation angle is from climbing operation platform Expired - Fee Related CN103603486B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310528518.8A CN103603486B (en) 2013-10-30 2013-10-30 A kind of self adaptation angle is from climbing operation platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310528518.8A CN103603486B (en) 2013-10-30 2013-10-30 A kind of self adaptation angle is from climbing operation platform

Publications (2)

Publication Number Publication Date
CN103603486A true CN103603486A (en) 2014-02-26
CN103603486B CN103603486B (en) 2016-01-13

Family

ID=50121741

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310528518.8A Expired - Fee Related CN103603486B (en) 2013-10-30 2013-10-30 A kind of self adaptation angle is from climbing operation platform

Country Status (1)

Country Link
CN (1) CN103603486B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153298A (en) * 2014-08-21 2014-11-19 中交一航局第五工程有限公司 Auxiliary fine and high concrete member platform shipping device and assembling method thereof
CN105484505A (en) * 2015-11-24 2016-04-13 中建三局集团有限公司 Variable angle vertical concrete structure climbing device and use method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005256604A (en) * 2005-06-08 2005-09-22 East Japan Railway Co Form bearing structure
CN201176567Y (en) * 2007-12-27 2009-01-07 中交第二航务工程局有限公司 Mobile angular adjustment frame hanging at end of staying cable beam
CN101672102A (en) * 2009-10-19 2010-03-17 中铁建设集团有限公司 Steel structural overhead ceiling construction platform
US20110258940A1 (en) * 2010-04-23 2011-10-27 Magnetic Force Corp. Compressed Fluid Building Structures
CN102409838A (en) * 2011-08-22 2012-04-11 中国建筑第八工程局有限公司 Moveable operating platform and method for constructing suspended ceiling of roof by using same
CN203769283U (en) * 2013-10-30 2014-08-13 中铁建设集团有限公司 Adaptive angle self-climbing construction platform

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005256604A (en) * 2005-06-08 2005-09-22 East Japan Railway Co Form bearing structure
CN201176567Y (en) * 2007-12-27 2009-01-07 中交第二航务工程局有限公司 Mobile angular adjustment frame hanging at end of staying cable beam
CN101672102A (en) * 2009-10-19 2010-03-17 中铁建设集团有限公司 Steel structural overhead ceiling construction platform
US20110258940A1 (en) * 2010-04-23 2011-10-27 Magnetic Force Corp. Compressed Fluid Building Structures
CN102409838A (en) * 2011-08-22 2012-04-11 中国建筑第八工程局有限公司 Moveable operating platform and method for constructing suspended ceiling of roof by using same
CN203769283U (en) * 2013-10-30 2014-08-13 中铁建设集团有限公司 Adaptive angle self-climbing construction platform

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104153298A (en) * 2014-08-21 2014-11-19 中交一航局第五工程有限公司 Auxiliary fine and high concrete member platform shipping device and assembling method thereof
CN104153298B (en) * 2014-08-21 2016-06-08 中交第一航务工程局有限公司 A kind of thin and tall concrete component platform assists out shipping unit and assemble method thereof
CN105484505A (en) * 2015-11-24 2016-04-13 中建三局集团有限公司 Variable angle vertical concrete structure climbing device and use method thereof

Also Published As

Publication number Publication date
CN103603486B (en) 2016-01-13

Similar Documents

Publication Publication Date Title
CN100476076C (en) Mobile integral construction platform, construction method thereof and special sling for the same
CN105155423A (en) Upward moving type movable formwork for continuous box girder construction
CN102140779A (en) Movable cast-in-situ support and movable construction method of box girder cast-in-situ support
CN206092022U (en) Be used for lining cutting rectangular -section or radiation gradual change rectangular -section formula operation car of crawling
CN201087323Y (en) Mobile integral construction platform
CN103615105B (en) A kind of self adaptation angle can lifting construction platform
CN203769283U (en) Adaptive angle self-climbing construction platform
CN202544854U (en) Lining trolley for subway station
CN103603486B (en) A kind of self adaptation angle is from climbing operation platform
CN100497833C (en) High-altitude framework type simple plate supporting machine
CN107604828A (en) The Bridge Erector of double-T shaped beam bridge
CN103422436A (en) Construction method for utilizing corrugated steel webs to bear construction load
CN203321529U (en) Train type rapid lifting and folding work platform for tunnel engineering
CN206157569U (en) Protective platform is construct to portable bridge
CN203769284U (en) Angle self-adaptation and lifting type construction platform
CN205206841U (en) Big headroom modularization lining cutting platform truck in tunnel
CN107311047A (en) The steel box-girder lift structure and method for improving of large span bondbeam
CN107604825A (en) The bridging method of T-shaped beam bridge
CN207044363U (en) A kind of new precast beam protection and operating platform
CN203394008U (en) Suspension type hanging bracket used on plane truss
CN201106154Y (en) Upper air frame type simple racking machine
CN206873495U (en) A kind of Portable piping lane side wall formwork jumbo
CN206646795U (en) Housing construction is greatly across double-deck moving operation car device
CN105422137B (en) The big headroom modularization lining trolley in tunnel
CN108547225A (en) A kind of assembly moving type security construction of prevention work job platform and construction method and application

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20160729

Address after: 100023, Beijing, Chaoyang District Shun Road, No. 12, turbot Pioneer Park, B building, 3 floor

Patentee after: Beijing flounder Engineering Consulting Co., Ltd.

Address before: 100124 Chaoyang District, Beijing Ping Park, No. 100

Patentee before: Beijing University of Technology

COR Change of bibliographic data
CB03 Change of inventor or designer information

Inventor after: Zhao Xuefeng

Inventor after: Kong Lingchang

Inventor after: Zheng Xiaolei

Inventor after: Liu Ji

Inventor before: Zhang Wenxue

Inventor before: Chen Zhuang

Inventor before: Wu Tongjin

Inventor before: Nie Guonan

Inventor before: Zeng Ya

Inventor before: Wei Zanyang

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160113

Termination date: 20181030