CN103615105B - A kind of self adaptation angle can lifting construction platform - Google Patents
A kind of self adaptation angle can lifting construction platform Download PDFInfo
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- CN103615105B CN103615105B CN201310525229.2A CN201310525229A CN103615105B CN 103615105 B CN103615105 B CN 103615105B CN 201310525229 A CN201310525229 A CN 201310525229A CN 103615105 B CN103615105 B CN 103615105B
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Abstract
A kind of self adaptation angle can lifting construction platform, belongs to technical field of building construction, the present invention is based on traditional operation platform and improve and designed, operation platform structural skeleton is designed to many row's triangle stable support structures; Have monolateral adjustable hydraulic pressure pole to make structural point adaptation function, by assembling folded rail slideway and lifting means, operation platform also being had can enhanced feature.Platform structure angle adaptation function makes operation platform comply with the outer fractal transform of the larger polymorphic structure construction formwork of cross section variability by self-adjusting frame mode; Rail type enhanced feature can make operation platform by lifting means along template lifting track and self structure adjustment makes that flat upper surface is on probation complies with the change of polymorphic structure curved surface.Self adaptation angle can make operation platform can be adapted to the larger polymorphic structure working face conversion of cross section variability by lifting construction Platform Designing, and this operation platform structure simply has the features such as safety, flexibility and ease for operation.
Description
Technical field
The present invention relates to self adaptation angle can lifting construction Platform Designing, be directed to the demand of the larger polymorphic structure construction status of current cross section variability and corresponding operation platform structure present situation, this design is based on traditional operation platform and is improved, operation platform structural skeleton is designed to many row's triangle stable support structures, have monolateral adjustable hydraulic pressure pole and make structural point adaptation function, by assembling folded rail slideway and lifting means, operation platform also being had can enhanced feature.Platform structure angle adaptation function makes operation platform comply with the outer fractal transform of the larger polymorphic structure construction formwork of cross section variability by self-adjusting frame mode; Rail type enhanced feature can make operation platform by lifting means along template lifting track and self structure adjustment makes that flat upper surface is on probation complies with the change of polymorphic structure curved surface.Self adaptation angle can make operation platform can be adapted to the larger polymorphic structure working face conversion of cross section variability by lifting construction Platform Designing, and this operation platform structure simply 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 takes the design concept of interface height more, because of across both wired and occur across cheuch 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.In building structure, the architectural aesthetics is developed so far, and the abnormity change of building structure 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 will be had a strong impact on to a certain extent and cause the waste of material.
At present, the climbed gliding style operation platform major applications of domestic and international structure formwork for placing is in large scale structure construction and upright or that cross section variability is less structure.And variability larger large scale special-shaped structure in cross section requires high to operation platform, not only can climb sliding feature because making it have and make complex structure, also cause the results such as the poor and operability of configuration flexibility is more complicated; For upright or that cross section variability is less structure, it can be climbed sliding operation platform and be difficult to be applied to the larger structure of cross section variability.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 the complexity can climbing sliding operation platform structure and operation often uses hydraulic pressure multipoint mode to adjust, engineering often uses " disposable ", and namely operation platform tears formula or multi-gradient layout operation platform open, affects construction speed to a certain extent and causes waste of material.Therefore, the construction of current cross section variability is larger polymorphic structure 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 the design of lifting construction study of platform can meet the requirement of engineering present situation to operation platform structure, makes that structure is simple, easy construction reducing construction speed impact and the waste that reduces material.
Summary of the invention
The object of the invention is to overcome numerous and diverse and not enough in climb operation and self adaptation angle adjustment of current abnormally-structured operation platform, operation platform is transformed into many row's triangle stable support structures there is monolateral adjustable hydraulic pressure pole to make structural point self adaptation, assembling folded rail slideway and the function such as can to promote, makes operation platform can adapt to the larger abnormally-structured construction requirement of cross section variability.
This invention takes following technical scheme:
A kind of self adaptation angle can lifting construction platform, based on lever principle, utilize the triangle stabilization of bony shelf structure of the adjustable length of side, rail folded by hydraulic pressure pole, assembling double-deck i iron and draw-in groove roller form one can by the operation platform promoted along track skid, by to adjustable hydraulic pressure pole with double-deck i iron can be assembled fold the design that rail folded by rail and flexible vulcanie, make this self adaptation angle can go for the large polymorphic structure construction of cross section variability by lifting construction platform, it is characterized in that:
This operation platform is the adjustable hydraulic pressure pole of the six roots of sensation and two non-hydraulic poles altogether, are arranged in operation platform both sides.The hydraulic pressure pole in right side is that right outside pole 15 and two non-hydraulic poles are respectively right inside pole 17, upper right pole 13; Right outside pole 15, right inside pole 17 and upper right pole 13 carry out hinged composition triangle I7-9-11 mechanism between two respectively by right inside bearing 9, right outside bearing 7 and bottom right bearing 11 between any two; The hydraulic pressure pole in left side is that left outside pole 16 and two non-hydraulic poles are respectively left inside pole 18, upper left pole 14; Left outside pole 16, left inside pole 18 and upper left pole 14 carry out hinged composition triangle II8-10-12 mechanism between two respectively by left inside bearing 10, left outside bearing 8 and lower-left bearing 12 between any two; Welded with upper right pole 13 and upper left pole 14 by three row lateral connection bar 42 two ends again, make the triangle I7-9-11 mechanism of left and right sides and triangle II8-10-12 mechanism connect to form operation platform skeleton;
In order to support personnel and construction safety, on lateral connection bar 42, arrange table top steel plate 26, table top steel plate 26 is arranged protective guard 5, in protective guard 5, enclose table top steel plate 26 upper berth to set up defences skidding 25; For increasing structural strength, under lateral connection bar 42, arrange truss 19;
In order to provide lifting power to operation platform, be connected by operation platform by slide fastener 3 with bottom wire rope 4 with lifting means 2, in the middle part of it, wire rope 4 is buckled and is hung on the collar 6 of operation platform, and lifting means 2 is connected with construction formwork by top wire rope 1.Under lifting means 2 upwards castering action, below operation platform just upwards can climb along slideway 24.
In order to operation platform can be made can to hold slideway again in case operation platform rollover in slide rail by skid, respectively upper left draw-in groove roller 21 is set in upper left pole 14 front end that upper right pole 13 front end on right side arranges upper right draw-in groove roller 20, right outside pole 15 front end arranges bottom right draw-in groove roller 22 and left side, left outside pole 16 front end arranges lower-left draw-in groove roller 23.All draw-in groove rollers are detained all respectively and are hung on the shaped steel slideway 24 that rail folded by the double-deck i iron arranged the left and right sides.In the structure of all draw-in groove rollers, have in inside groove and telescopic friction lever 36 is set, friction lever 36 end is friction rubber 37, shaped steel slideway 24 is depressed into when friction rubber 37 is extended top by friction lever 36, the rubbing action of shaped steel slideway 24 top flange plate and draw-in groove roller makes upper right pole 13, right outside pole 15 and upper left pole 14, left outside pole 16 can be clamped in shaped steel slideway 24, makes operation platform staticly can be fixed on different operating height; The roller 41 of draw-in groove roller is connected with both sides otic placode 38 by axostylus axostyle 39 with roller bearing 40;
The upper strata that rail folded by double-deck i iron as operation platform track is shaped steel slideway 24 and lower floor is formed steel base 27, and shaped steel slideway 24 welds along the frange plate be adjacent to mutually with formed steel base 27; Shaped steel slideway 24 buckles extension for each draw-in groove roller, and formed steel base 27 folds rail in building structure template for fixing whole double-deck i iron.This double-deck i iron is folded rail and is carried out bolt in the fixing steel disc 30 of formed steel base 27 web preformed hole 28 and the vertical bolt 29 being through at formed steel base 27 frange plate bolt hole 35 with building structure template be connected by crossing, and bolt connects and ensure that having detachably and assembling capacity energy of rail folded by double-deck i iron.When operation platform is through the curved surface Sudden change region of polymorphic structure, successfully can slide along polymorphic structure template face to make operation platform and climb, flexible vulcanie need be set in curved surface Sudden change region and fold rail, vulcanie is folded rail and is made up of the rubber slideway 32 on upper strata and the rubber base plate 33 of lower floor, and wherein the cross sectional shape of rubber slideway 32 is identical with shaped steel slideway 24.Vulcanie is folded rail and is sewed part 31 by the link at two ends and fold rail with double-deck i iron and be connected, then carries out bolt by the fixing steel disc 30 crossed in the rubber preformed hole 34 of rubber base plate 33 with building structure template and be connected.Building structure template is assembled double-deck i iron when folding rail, double-deck i iron is folded and all can be sewed part 31 by link between rail and connect.
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 climbing of climbing of this operation platform is reverse procedure.
Table top steel plate (26) size adjusts according to concrete structure construction requirement, can set up three rows or arrange the cage construction of triangular strut as operation platform more.
Operating principle: this kind of self adaptation angle can lifting construction platform, mainly based on lever principle; The triangular structure of the adjustable length of side as operation platform skeleton, the every side of operation platform all by a triangular structure as support frame; Operation platform, by the leg-of-mutton adjustable side progress row distortion of both sides, makes operation platform face can comply with the template curved surface adjustment self-framework planform of polymorphic structure, ensures that flat upper surface keeps level; Utilize lifting means that operation platform is upwards climbed along slideway by roller.In the operation platform course of work, lifting means 2 keeps pulling operation platform, all loosens in slideway 24 by friction lever retraction respectively by the bottom right draw-in groove roller 22 of the right outside pole 15 of operation platform, the right draw-in groove roller 20 of right pole 13 and the lower-left draw-in groove roller 23 of left outside pole 16, the left draw-in groove roller 21 of left pole 14; Locked lifting means after utilizing lifting means 2 that operation platform is upwards promoted to predetermined altitude along slideway 24; Friction lever is all extended and is clamped in slideway 24 by the bottom right draw-in groove roller 22 of the right outside pole 15 of operation platform, the right draw-in groove roller 20 of right pole 13 and the lower-left draw-in groove roller 23 of left outside pole 16, the left draw-in groove roller 21 of left pole 14 respectively; Because the template face curvature of polymorphic structure is large, operation platform lifting process can cause greatly operation platform face to produce because of template face curvature, at this moment adjusting both sides is the right outside pole 15 of hydraulic pressure pole and the front end elongation of left outside pole 16, the operation platform face of inclination is made to be adjusted to level, to facilitate work high above the ground.After operation platform is promoted predetermined altitude, used for bottom operation platform double-deck i iron is folded rail to carry out dismantling and be assembled to upper part of double i iron and fold rail front end, meet the large circular formwork of curvature need establish and lay vulcanie during transition rail and fold rail, then make operation platform continue again to promote.Such process, makes whole operation platform be promoted to predetermined altitude.
Self adaptation angle of the present invention can make operation platform self-adjusting planform can be adapted to the larger polymorphic structure of cross section variability by lifting construction Platform Designing, make that operation platform structure adaptability is high, easy construction reducing construction speed impact and the waste that reduces 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 can lifting construction platform side view;
Fig. 2 is that self adaptation angle of the present invention can lifting construction platform top view;
Fig. 3 is that self adaptation angle of the present invention can lifting construction platform elevation;
Fig. 4 is that self adaptation angle of the present invention can lifting construction platform pole 1314 constructional detail;
Fig. 5 is that self adaptation angle of the present invention can lifting construction platform pole 1718 constructional detail;
Fig. 6 is that self adaptation angle of the present invention can lifting construction platform pole 1516 constructional detail;
Fig. 7 is that self adaptation angle of the present invention can lifting construction platform card grooved roller elevation;
Fig. 8 is that self adaptation angle of the present invention can lifting construction platform card grooved roller I-I sectional drawing;
Fig. 9 is that self adaptation angle of the present invention can lifting construction platform card grooved roller lateral view;
Figure 10 be operation platform of the present invention assemble folded trackside view;
Figure 11 be operation platform of the present invention assemble folded rail elevation;
In figure: 1 is top wire rope; 2 is lifting means; 3 is slide fastener; 4 is bottom wire rope; 5 is protective guard; 6 is the collar; 7 is right outside bearing; 8 is left outside bearing; 9 is right inside bearing; 10 is left inside bearing; 11 is bottom right bearing; 12 lower-left bearings; 13 is upper right pole; 14 is upper left pole; 15 is right outside pole; 16 is left outside pole; 17 is right inside pole; 18 is left inside pole; 19 is truss; 20 is upper right draw-in groove roller; 21 is upper left draw-in groove roller; 22 is bottom right draw-in groove roller; 23 is lower-left draw-in groove roller; 24 is shaped steel slideway; 25 is protective pad; 26 is platform steel plate; 27 is formed steel base; 28 is web preformed hole; 29 is bolt; 30 is fixing steel disc; 31 sew part for link; 32 is rubber slideway; 33 is rubber base plate; 34 is rubber preformed hole; 35 is frange plate bolt hole; 36 is friction lever; 37 is friction rubber; 38 is otic placode; 39 is axostylus axostyle; 40 is roller bearing; 41 is roller; 42 is lateral connection bar.
Detailed description of the invention
The specific embodiment of the invention is described in detail below in conjunction with accompanying drawing 1 to Fig. 6.
Concrete implementation step is as follows:
The first step: install lifting means 2, and double-deck i iron is folded rail slideway and lay two at a certain distance along template and drain into predetermined altitude, and in bottom reserved one section of trackless district.
Second step: on two side slideways, respectively the upper right pole 13 on right side, right outside pole 15 and the upper left pole 14 in left side, the front end draw-in groove roller of right outside pole 18 are entered from trackless district slumping the shaped steel slideway 24 that rail folded by double-deck i iron successively, by platform structure requirement, respectively two row's poles about levels are arranged at a certain distance along shaped steel slideway 24, and by the telescopic friction lever in draw-in groove roller by stuck for strut ends in shaped steel slideway 24.Then, load onto right inside pole 17 and left inside pole 18 in both sides respectively, the triangle skeleton structure installment of both sides completes.Then get up with the triangle skeleton anatomical connectivity of lateral connection rod member 42 by both sides, and set up truss 19 in bottom, whole operation platform structural skeleton completes substantially.
3rd step: lifting means 2 is connected with operation platform, and table top steel plate 26 is arranged on lateral connection rod member 42, set up protective guard 5, lay slipmat 25.
4th step: lifting means 2 keeps pulling operation platform, all loosens in slideway 24 by friction lever retraction by the bottom right draw-in groove roller 22 of the right outside pole 15 of operation platform, the right draw-in groove roller 20 of right pole 13 and the lower-left draw-in groove roller 23 of left outside pole 16, the left draw-in groove roller 21 of left pole 14 respectively; Locked lifting means 2 after utilizing lifting means 2 that operation platform is upwards promoted to predetermined altitude along slideway 24; Friction lever is all extended and is clamped in slideway 24 by the bottom right draw-in groove roller 22 of the right outside pole 15 of operation platform, the right draw-in groove roller 20 of right pole 13 and the lower-left draw-in groove roller 23 of left outside pole 16, the left draw-in groove roller 21 of left pole 14 respectively; Adjustment both sides are the right outside pole 15 of hydraulic pressure pole and the front end elongation of left outside pole 16, make the operation platform face of inclination be adjusted to level.
5th step: repeat the 4th step, after operation platform is promoted predetermined altitude, folds rail and carries out dismantling and be assembled to upper part of double i iron and fold rail front end by used for bottom operation platform double-deck i iron; Folding rail when meeting laying vulcanie when the large circular formwork of curvature need establish transition rail, then making operation platform continue again to promote.Such process, makes whole operation platform be promoted to predetermined altitude.
The above, it is only preferred embodiment of the present invention, not any pro forma restriction is done to the present invention, anyly do not depart from technical solution of the present invention content, 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 can lifting construction platform, based on lever principle, utilize the triangle stabilization of bony shelf structure of the adjustable length of side, rail folded by hydraulic pressure pole, assembling double-deck i iron and draw-in groove roller form one can along the operation platform of track skid self climbing, by to adjustable hydraulic pressure pole with double-deck i iron can be assembled fold the design that rail folded by rail and flexible vulcanie, make this self adaptation angle can go for the large polymorphic structure construction of cross section variability by lifting construction platform, it is characterized in that:
This operation platform is the adjustable hydraulic pressure pole of the six roots of sensation and two non-hydraulic poles altogether, are arranged in operation platform both sides; The hydraulic pressure pole in right side is that right outside pole (15) and two non-hydraulic poles are respectively right inside pole (17), upper right pole (13); Right outside pole (15), right inside pole (17) and upper right pole (13) carry out hinged composition triangle I (7-9-11) mechanism between two respectively by right inside bearing (9), right outside bearing (7) and bottom right bearing (11) between any two; The hydraulic pressure pole in left side is that left outside pole (16) and two non-hydraulic poles are respectively left inside pole (18), upper left pole (14); Left outside pole (16), left inside pole (18) and upper left pole (14) carry out hinged composition triangle II (8-10-12) mechanism between two respectively by left inside bearing (10), left outside bearing (8) and lower-left bearing (12) between any two; Welded with upper right pole (13) and upper left pole (14) by three row lateral connection bar (42) two ends again, make triangle I (7-9-11) mechanism of left and right sides and triangle II (8-10-12) mechanism connect to form operation platform skeleton;
In order to support personnel and construction safety, table top steel plate (26) is arranged on lateral connection bar (42), table top steel plate (26) is arranged protective guard (5), in protective guard (5), encloses table top steel plate (26) upper berth to set up defences skidding (25); For increasing structural strength, under lateral connection bar (42), arrange truss (19);
In order to provide lifting power to operation platform, operation platform is connected with lifting means (2) with bottom wire rope (4) by slide fastener (3), wherein, bottom wire rope (4) buckle hang over operation platform the collar (6) on, lifting means (2) is connected with construction formwork by top wire rope (1); Under lifting means (2) upwards castering action, below operation platform just upwards can climb along slideway (24);
In order to operation platform can be made can to hold slideway again in case operation platform rollover in slide rail by skid, respectively upper left draw-in groove roller (21), left outside pole (16) front end are set in upper left pole (14) front end that upper right pole (13) front end on right side arranges upper right draw-in groove roller (20), right outside pole (15) front end arranges bottom right draw-in groove roller (22) and left side and lower-left draw-in groove roller (23) is set; All draw-in groove rollers are detained all respectively and are hung on the shaped steel slideway (24) that rail folded by the double-deck i iron arranged the left and right sides; In the structure of all draw-in groove rollers, have in inside groove and telescopic friction lever (36) is set, friction lever (36) end is friction rubber (37), shaped steel slideway (24) is depressed into when friction rubber (37) is extended top by friction lever (36), the rubbing action of shaped steel slideway (24) top flange plate and draw-in groove roller makes upper right pole (13), right outside pole (15) and upper left pole (14), left outside pole (16) can be clamped in shaped steel slideway (24), makes operation platform staticly can be fixed on different operating height; The roller (41) of draw-in groove roller is connected with both sides otic placode (38) by axostylus axostyle (39) with roller bearing (40);
The upper strata that rail folded by double-deck i iron as operation platform track is shaped steel slideway (24) and lower floor is formed steel base (27), and shaped steel slideway (24) welds along the frange plate be adjacent to mutually with formed steel base (27); Shaped steel slideway (24) buckles extension for each draw-in groove roller, and formed steel base (27) folds rail in building structure template for fixing whole double-deck i iron; This double-deck i iron is folded rail and is carried out bolt in the fixing steel disc (30) of formed steel base (27) web preformed hole (28) and the vertical bolt (29) being through at formed steel base (27) frange plate bolt hole (35) with building structure template be connected by crossing, and bolt connects and ensure that having detachably and assembling capacity energy of rail folded by double-deck i iron; When operation platform is through the curved surface Sudden change region of polymorphic structure, successfully can slide along polymorphic structure template face to make operation platform and climb, flexible vulcanie need be set in curved surface Sudden change region and fold rail, vulcanie is folded rail and is made up of the rubber slideway (32) on upper strata and the rubber base plate (33) of lower floor, and wherein the cross sectional shape of rubber slideway (32) is identical with shaped steel slideway (24); Vulcanie is folded rail and is sewed part (31) by the link at two ends and fold rail with double-deck i iron and be connected, then carries out bolt by the fixing steel disc (30) crossed in the rubber preformed hole (34) of rubber base plate (33) with building structure template and be connected; Building structure template is assembled double-deck i iron when folding rail, double-deck i iron is folded and all can be sewed part (31) by link between rail and connect.
2. can lifting construction platform according to a kind of self adaptation angle described in claim 1, 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.
3. can lifting construction platform according to a kind of self adaptation angle described in claim 1, 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 can lifting construction platform, it is characterized in that: table top steel plate (26) size adjusts according to concrete structure construction requirement, 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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| CN201310525229.2A CN103615105B (en) | 2013-10-30 | 2013-10-30 | A kind of self adaptation angle can lifting construction platform |
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| CN201310525229.2A CN103615105B (en) | 2013-10-30 | 2013-10-30 | A kind of self adaptation angle can lifting construction platform |
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| CN103615105A CN103615105A (en) | 2014-03-05 |
| CN103615105B true CN103615105B (en) | 2016-01-20 |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105113778A (en) * | 2015-07-15 | 2015-12-02 | 安徽跨宇钢结构网架工程有限公司 | Hydraulic lifting platform |
| CN107143121B (en) * | 2017-05-05 | 2019-08-16 | 东莞市华楠骏业机械制造有限公司 | It is a kind of to turn to mobile construction mechanism |
| CN110735400B (en) * | 2019-10-22 | 2021-10-01 | 中国一冶集团有限公司 | Special-shaped structure protection mechanism and protection construction method |
| CN113090000B (en) * | 2021-05-26 | 2023-02-17 | 华电重工股份有限公司 | Hanging basket construction device for curved surface appearance building |
| CN117449575B (en) * | 2023-12-21 | 2024-03-19 | 山西一建集团有限公司 | Hanging basket for constructional engineering |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007254120A (en) * | 2006-03-24 | 2007-10-04 | Shimizu Corp | Lifting device |
| CN102535843A (en) * | 2011-12-16 | 2012-07-04 | 马鞍山钢铁建设集团有限公司 | Construction method of circular reinforced concrete chimney cylinder wall and hydraulic sliding mould device |
| CN103264968A (en) * | 2013-06-08 | 2013-08-28 | 中建一局钢结构工程有限公司 | Super high-rise core tube internal and external hanging tower crane support beam structure and construction method thereof |
| CN203769284U (en) * | 2013-10-30 | 2014-08-13 | 中铁建设集团有限公司 | Angle self-adaptation and lifting type construction platform |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6942064B2 (en) * | 2002-05-29 | 2005-09-13 | Derrell Wolford | Tree stand with adjustable leveling mechanisms |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007254120A (en) * | 2006-03-24 | 2007-10-04 | Shimizu Corp | Lifting device |
| CN102535843A (en) * | 2011-12-16 | 2012-07-04 | 马鞍山钢铁建设集团有限公司 | Construction method of circular reinforced concrete chimney cylinder wall and hydraulic sliding mould device |
| CN103264968A (en) * | 2013-06-08 | 2013-08-28 | 中建一局钢结构工程有限公司 | Super high-rise core tube internal and external hanging tower crane support beam structure and construction method thereof |
| CN203769284U (en) * | 2013-10-30 | 2014-08-13 | 中铁建设集团有限公司 | Angle self-adaptation and lifting type construction platform |
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Inventor after: Zhao Xuefeng Inventor after: Yan Wenkai Inventor after: Kong Lingchang Inventor after: Zheng Xiaolei Inventor before: Zhang Wenxue Inventor before: Chen Zhuang Inventor before: Wu Tongjin Inventor before: Nie Guonan Inventor before: Huang Jian Inventor before: Wei Zanyang |
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