CN106930521B - A kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and method - Google Patents
A kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and method Download PDFInfo
- Publication number
- CN106930521B CN106930521B CN201710301494.0A CN201710301494A CN106930521B CN 106930521 B CN106930521 B CN 106930521B CN 201710301494 A CN201710301494 A CN 201710301494A CN 106930521 B CN106930521 B CN 106930521B
- Authority
- CN
- China
- Prior art keywords
- suspension platform
- head sheave
- floating head
- stud
- steel wire
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Abstract
The invention discloses a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and methods, system includes suspension platform, the floating head sheave regulating device for being symmetrically arranged at two sides above suspension platform, it respectively corresponds on the outside of the floating head sheave regulating device of two sides equipped with intermediate head sheave and reel, the suspending steel wire rope of head sheave and floating head sheave regulating device among pile warp is wound on reel, the front end of suspending steel wire rope is fixed on suspension platform.The gear rotation of stud end is driven using motor driver, utilize the mobile working principle of lead screw rotation in ball-screw and nut, the lifting of rocker piece is driven by the rotation of stud, and then head sheave is driven to float, realize the adjustment of suspension platform pose, the tension and length of adjustable suspending steel wire rope, to adjust inclination angle and the height of suspension platform.Its structure is simple, easy to operate, easy for assemble or unload, and adjusting tension is accurate, applied widely.
Description
Technical field
The present invention relates to a kind of ultra-deep construction vertical parallel connection suspension platform location regulating systems, are particularly suitable for suspention in parallel
The adjustment of platform's position and pose, the tension adjustment and length adjustment of suspending steel wire rope.
Background technique
The parallel institution by four rope hangings, one platform is widely present in engineer application field, as vertical is applied
Construct in the suspension platform stable car system of work, chimney suspension platform system and the valuable spacecraft of field of aerospace four ropes it is outstanding
Crane system etc..The major function of rope hanging parallel institution is lifting of the realization suspension platform in vertical direction, and guarantees suspention
Platform keeps horizontality in lifting process, and the steel wire rope tension distribution of suspention is more balanced.Since four wirerope are by four
Platform rope winding device independently drives, and asynchronous and suspension platform the mass center bias of rope winding device rotation speed can all lead to platform
In lifting process run-off the straight, and existing most of suspension platforms in parallel all do not have pose adjustment mechanism, this is to suspention in parallel
The stability of platform operation and safety bring great hidden danger, and overthrow accident even occurs when serious.
Summary of the invention
Technical problem：The invention aims to overcome deficiency in the prior art, provide that a kind of structure is simple, operation side
Just, ultra-deep construction vertical parallel connection suspension platform location regulating system that is accurate, saving energy consumption and method are adjusted.
Technical solution：Ultra-deep of the invention is constructed vertical parallel connection suspension platform location regulating system, including suspension platform, right
Claim the floating head sheave regulating device for being located at two sides above suspension platform, is respectively corresponded on the outside of the floating head sheave regulating device of two sides
Equipped with intermediate head sheave and reel, it is wound with the suspending steel wire rope of head sheave and floating head sheave regulating device among pile warp on reel, hangs
The front end for hanging wirerope is fixed on suspension platform.
The floating head sheave regulating device for being symmetrically arranged at two sides above suspension platform is 2-6.
The floating head sheave regulating device includes support frame, stud that the top of support frame is symmetrically set, counter weight device and
Bearing block, the lower part of support frame are equipped with the motor driver that driving stud moves up and down, spiral connection on the stud
There is rocker piece, the bottom end of stud is equipped with the gear being connected with motor driver, is equipped with day wheel shaft, head sheave in the bearing block
The middle part of axis is equipped with floating head sheave, and the both ends of day wheel shaft are connected with rocker piece.
The counter weight device includes fixed pulley, counterweight armored rope, movable pulley and counterweight, and counterweight armored rope one end is fixed on
On support frame, other end pile warp fixed pulley, movable pulley are connected further around after fixed pulley in counterweight, and fixed pulley is former and later two,
It is horizontally fixed on the top of support frame.
The method of above-mentioned ultra-deep construction vertical parallel connection suspension platform location regulating system：To in floating head sheave regulating device
Motor driver driving signal, motor driver drives the gear both forward and reverse directions rotation of stud end, thus drive and spiral shell
The rocker piece of column spiral connection moves up and down, and then floating head sheave is driven to move up and down；When floating head sheave moves upwards, suspention
The tension of wirerope becomes larger, and length is reduced, and suspension platform is driven to move upwards；When floating head sheave moves downward, suspension wire
The tension of rope becomes smaller, and length increases, and suspension platform is driven to move downward；By the compound action of more suspending steel wire ropes, realize
The pose of suspension platform adjusts；The load that suspension platform applies to stud is balanced using counter weight device, reduces motor driven dress
Set driving power.
Beneficial effect：The present invention adjusts the Tensity size and length of wirerope by the way of floating head sheave, can be outstanding
It is timely adjusted when hanging platform's position and pose run-off the straight, can effectively eliminate the tilt phenomenon of suspension platform, it can be effectively
Guarantee the stability and safety of suspension platform operation；And suspension operation safely and smoothly can be carried out using suspension platform.Its
Structure is simple, and easy to adjust accurate, method is novel, applied widely, and suspension platform is balanced using counter weight device and is applied to stud
The load added reduces motor driver driving power, saves energy consumption, has wide applicability.
Detailed description of the invention
Fig. 1 is suspension platform location regulating system overall structure diagram in parallel of the invention；
Fig. 2 is floating head sheave regulating device structural schematic diagram of the invention；
Fig. 3 is counter weight device structural schematic diagram of the invention.
In figure：1- suspension platform；2- reel；Head sheave among 3-；4- suspending steel wire rope；5- floating head sheave regulating device；5-
1- support frame；5-2- stud；5-3- floating head sheave；5-4- counter weight device；5-5- bearing block；5-6- days wheel shafts；5-7- rocker piece；
5-8- motor driver；5-4-1- fixed pulley；5-4-2- counterweight armored rope；5-4-3 movable pulley；5-4-4- counterweight.
Specific embodiment
One embodiment of the present of invention is further described with reference to the accompanying drawing：
The vertical parallel connection suspension platform location regulating system as shown in Figure 1, ultra-deep of the invention is constructed, mainly by suspension platform
1, reel 2, intermediate head sheave 3, suspending steel wire rope 4 and floating head sheave regulating device 5 are constituted；The 1 top two sides of suspension platform
Four floating head sheave regulating devices 5 are symmetrically arranged with, according to practical situations, are symmetrically arranged at the floating of 1 top two sides of suspension platform
Dynamic head sheave regulating device 5 is 2-6.The outside of four floating head sheave regulating devices 5 of two sides is respectively corresponded equipped with intermediate head sheave 3
With reel 2, the suspending steel wire rope 4 of head sheave 3 and floating head sheave regulating device 5 among pile warp, suspending steel wire rope are wound on reel 2
4 front end is fixed on suspension platform 1, and four on suspension platform 1 piece suspending steel wire rope 4 is uniformly distributed, and 4 one end of suspending steel wire rope is fixed
On suspension platform 1, around above floating head sheave 5-3 and behind 3 top of intermediate head sheave, fixation is wrapped on reel 2 other end, is rolled up
The briquetting of wirerope spiral rope groove and fixed 4 rope end of suspending steel wire rope is offered on cylinder 2.
As shown in Fig. 2, the floating head sheave regulating device 5 includes support frame 5-1, stud 5-2, floating head sheave 5-3, matches
5-4, bearing block 5-5, day wheel shaft 5-6, rocker piece 5-7 and motor driver 5-8 are set in refitting；The top of support frame 5-1 is symmetrical
Equipped with stud 5-2, counter weight device 5-4 and bearing block 5-5, the lower part of support frame 5-1 is equipped with what driving stud 5-2 moved up and down
Spiral is connected with rocker piece 5-7 on motor driver 5-8, the stud 5-2, and the bottom end of stud 5-2 is equipped with drives with motor
Dynamic device 5-8 connected gear, the bearing block 5-5 is interior to be equipped with day wheel shaft 5-6, and the middle part of day wheel shaft 5-6 is equipped with floating day
5-3 is taken turns, the both ends of day wheel shaft 5-6 are connected with rocker piece 5-7.The upper end stud 5-2 is connect with support frame 5-1 bearing, can be free
Rotation, lower end is gear, and device 5-8 is driven by motor and drives its rotation；Rocker piece 5-7 connect with stud 5-2 spiral, can on
Lower movement；Its wheel shaft 5-6 is mounted on the rocker piece 5-7 on both sides by bearing block 5-5；Floating head sheave 5-3 is fixedly mounted on day
Among wheel shaft 5-6, counter weight device 5-4 is symmetrically mounted on the both sides floating head sheave 5-3 on day wheel shaft 5-6.
As shown in figure 3, the counter weight device 5-4 includes fixed pulley 5-4-1, counterweight armored rope 5-4-2, movable pulley 5-4-
The one end 3 and counterweight 5-4-4, counterweight armored rope 5-4-2 is fixed on support frame 5-1, other end pile warp fixed pulley 5-4-1, dynamic cunning
5-4-3 is taken turns, is connected further around after fixed pulley 5-4-1 in counterweight 5-4-4, fixed pulley 5-4-1 is former and later two, is horizontally fixed on
The top of support frame 5-1.Two fixed pulley 5-4-1 are fixedly mounted on support frame 5-1, and movable pulley 5-4-3 is symmetrically installed on
The both sides floating head sheave 5-3 on its wheel shaft 5-6, settable two or four.The one end counterweight armored rope 5-4-2 is fixed on branch
On support 5-1, after the other end bypasses movable pulley 5-4-3, upwards after the upper surface of fixed pulley 5-4-1, counterweight 5- is connected downwards
4-4。
Ultra-deep construction vertical parallel connection suspension platform pose method of adjustment of the invention is as follows：
Motor driver 5-8 driving signal is given, motor driver 5-8 drives the positive negative side of gear of the end stud 5-2
To rotation, so that the rocker piece 5-7 connecting with stud 5-2 spiral be driven to move up and down, and then floating head sheave 5-3 or more fortune is driven
It is dynamic；When floating head sheave 5-3 is moved upwards, the tension of suspending steel wire rope 4 becomes larger, and length is reduced, and suspension platform 1 is driven to transport upwards
It is dynamic；When floating head sheave 5-3 is moved downward, the tension of suspending steel wire rope 4 becomes smaller, and length increases, and suspension platform 1 is driven to transport downwards
It is dynamic；By the compound action of more suspending steel wire ropes 4, the pose adjustment of suspension platform 1 is realized；It is put down using counter weight device 5-4
The load that the suspension platform 1 that weighs applies to stud 5-2, reduces motor driver 5-8 driving power.
Claims (5)
- The vertical parallel connection suspension platform location regulating system 1. a kind of ultra-deep is constructed, it is characterised in that：It include suspension platform (1), It is symmetrically arranged at the floating head sheave regulating device of two sides above suspension platform (1)（5）, the floating head sheave regulating device of two sides（5）'s Outside is respectively corresponded equipped with intermediate head sheave（3）And reel（2）, reel（2）On be wound with head sheave among pile warp（3）With floating head sheave Regulating device（5）Suspending steel wire rope（4）, suspending steel wire rope（4）Front end be fixed on suspension platform (1)；The floating head sheave regulating device（5）Including support frame（5-1）, support frame（5-1）The stud that symmetrically sets of top（5- 2）, counter weight device（5-4）And bearing block（5-5）, support frame（5-1）Lower part be equipped with driving stud（5-2）It moves up and down Motor driver（5-8）, the stud（5-2）Upper spiral is connected with rocker piece（5-7）, stud（5-2）Bottom end be equipped with With motor driver（5-8）Connected gear, the bearing block（5-5）It is interior to be equipped with day wheel shaft（5-6）, day wheel shaft（5-6） Middle part be equipped with floating head sheave（5-3）, day wheel shaft（5-6）Both ends and rocker piece（5-7）It is connected.
- The vertical parallel connection suspension platform location regulating system 2. a kind of ultra-deep according to claim 1 is constructed, it is characterised in that： The floating head sheave regulating device for being symmetrically arranged at two sides above suspension platform (1)（5）It is 2-6.
- The vertical parallel connection suspension platform location regulating system 3. a kind of ultra-deep according to claim 1 is constructed, it is characterised in that： The counter weight device（5-4）Including fixed pulley（5-4-1）, counterweight armored rope（5-4-2）, movable pulley（5-4-3）And counterweight（5- 4-4）, counterweight armored rope（5-4-2）One end is fixed on support frame（5-1）On, other end pile warp fixed pulley（5-4-1）, movable pulley （5-4-3）, further around through fixed pulley（5-4-1）Afterwards and in counterweight（5-4-4）It is connected, fixed pulley（5-4-1）It is horizontal for former and later two It is fixed on support frame（5-1）Top.
- The vertical parallel connection suspension platform location regulating system 4. a kind of ultra-deep according to claim 1 is constructed, it is characterised in that： Reel（2）On offer wirerope spiral rope groove and fixed suspending steel wire rope（4）The briquetting of rope end.
- 5. a kind of method of ultra-deep construction vertical parallel connection suspension platform location regulating system according to claim 1, special Sign is：Give floating head sheave regulating device（5）In motor driver（5-8）Driving signal, motor driver（5-8）Band Dynamic stud（5-2）The gear both forward and reverse directions of end rotate, thus drive and stud（5-2）The rocker piece of spiral connection（5-7）On Lower movement, and then drive floating head sheave（5-3）It moves up and down；When floating head sheave（5-3）When moving upwards, suspending steel wire rope（4） Tension become larger, length reduce, drive suspension platform（1）It moves upwards；When floating head sheave（5-3）When moving downward, steel is suspended in midair Cord（4）Tension become smaller, length increase, drive suspension platform（1）It moves downward；Pass through more suspending steel wire ropes（4）Group Cooperation is used, and realizes suspension platform（1）Pose adjustment；Use counter weight device（5-4）To balance suspension platform（1）To stud（5- 2）The load of application reduces motor driver（5-8）Driving power.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710301494.0A CN106930521B (en) | 2017-05-02 | 2017-05-02 | A kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710301494.0A CN106930521B (en) | 2017-05-02 | 2017-05-02 | A kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106930521A CN106930521A (en) | 2017-07-07 |
| CN106930521B true CN106930521B (en) | 2018-11-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710301494.0A Expired - Fee Related CN106930521B (en) | 2017-05-02 | 2017-05-02 | A kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and method |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109987476B (en) * | 2017-12-29 | 2021-01-15 | 梯阶电梯工程有限公司 | Separated cable guide sliding device |
| CN111779252B (en) * | 2020-07-14 | 2021-11-05 | 海南本源建筑安装工程有限公司 | Multifunctional hanging basket platform for wall surface design of building engineering |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2308670Y (en) * | 1997-07-22 | 1999-02-24 | 四川省隆昌县建筑机械厂 | Self-lifing gate type construction elevator |
| CN102661856A (en) * | 2012-02-28 | 2012-09-12 | 中国矿业大学 | Simulation experiment platform and experiment method for motion of cord suspension parallel mechanism |
| CN104374508A (en) * | 2014-11-07 | 2015-02-25 | 中国矿业大学 | Suspension rope and stable rope tension online detection device and method in vertical shaft construction |
| CN204402000U (en) * | 2014-11-26 | 2015-06-17 | 朱震原 | Can lateral displacement building external application hanging basket |
-
2017
- 2017-05-02 CN CN201710301494.0A patent/CN106930521B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2308670Y (en) * | 1997-07-22 | 1999-02-24 | 四川省隆昌县建筑机械厂 | Self-lifing gate type construction elevator |
| CN102661856A (en) * | 2012-02-28 | 2012-09-12 | 中国矿业大学 | Simulation experiment platform and experiment method for motion of cord suspension parallel mechanism |
| CN104374508A (en) * | 2014-11-07 | 2015-02-25 | 中国矿业大学 | Suspension rope and stable rope tension online detection device and method in vertical shaft construction |
| CN204402000U (en) * | 2014-11-26 | 2015-06-17 | 朱震原 | Can lateral displacement building external application hanging basket |
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| CN106930521A (en) | 2017-07-07 |
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