CN106930521A - 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
- CN106930521A CN106930521A CN201710301494.0A CN201710301494A CN106930521A CN 106930521 A CN106930521 A CN 106930521A CN 201710301494 A CN201710301494 A CN 201710301494A CN 106930521 A CN106930521 A CN 106930521A
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- China
- Prior art keywords
- suspension platform
- head sheave
- floating head
- steel wire
- stud
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Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system and method, system includes suspension platform, is symmetrically arranged at the floating head sheave adjusting means of suspension platform top both sides, the outside of the floating head sheave adjusting means of both sides is correspondingly provided with middle head sheave and reel respectively, the suspending steel wire rope of head sheave and floating head sheave adjusting means in the middle of pile warp is wound with reel, the front end of suspending steel wire rope is fixed on suspension platform.The pinion rotation of stud end is driven using motor driver, the operation principle moved with nut is rotated using leading screw in ball-screw, the lifting of rocker piece is driven by the rotation of stud, and then drive head sheave to float, realize the adjustment of suspension platform pose, the tension force and length of suspending steel wire rope can be adjusted, so as to adjust inclination angle and the height of suspension platform.Its simple structure, easy to operate, easy installation and removal, regulation tension force 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 system, it is particularly suited for suspention in parallel
The adjustment of platform's position and pose, the tension adjustment and length adjustment of suspending steel wire rope.
Background technology
It is widely present in engineer applied field by four rope hangings, one parallel institution of platform, such as vertical is applied
Four ropes of the interior construction suspension platform system of the suspension platform stable car system of work, chimney and the valuable spacecraft of field of aerospace are outstanding
Crane system etc..The major function of rope hanging parallel institution is the lifting for realizing suspension platform in vertical direction, and ensures suspention
Platform keeps horizontality in lifting process, and the steel wire rope tension distribution of suspention is more balanced.Because four steel wire ropes are by four
Platform rope winding device independently drives, and asynchronous and suspension platform the barycenter bias of rope winding device rotary speed can all cause platform
In lifting process run-off the straight, and existing most of suspension platforms in parallel all do not have pose adjustment mechanism, and this suspends in midair in parallel
The stability and security of platform operation bring great hidden danger, and overthrow accident even occurs when serious.
The content of the invention
Technical problem：The invention aims to overcome deficiency of the prior art, there is provided a kind of simple structure, 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 scheme：Ultra-deep of the invention construction vertical parallel connection suspension platform location regulating system, including it is suspension platform, right
Title is located at the floating head sheave adjusting means of suspension platform top both sides, and the outside of the floating head sheave adjusting means of both sides corresponds to respectively
Middle head sheave and reel are provided with, the suspending steel wire rope of head sheave and floating head sheave adjusting means in the middle of pile warp is wound with reel, hanged
The front end for hanging steel wire rope is fixed on suspension platform.
The floating head sheave adjusting means for being symmetrically arranged at suspension platform top both sides is 2-6.
Described floating head sheave adjusting means includes support frame, the symmetrical stud for setting in the top of support frame, counter weight device and
Bearing block, the bottom of support frame is provided with the motor driver for driving stud to move up and down, spiral connection on described stud
There is rocker piece, the bottom of stud is provided with the gear being connected with motor driver, a day wheel shaft, head sheave are provided with described bearing block
Floating head sheave is provided with the middle part of axle, the two ends of day wheel shaft are connected with rocker piece.
Described 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 with 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 adjusting means
Motor driver drive signal, motor driver drives the gear both forward and reverse directions of stud end to rotate, so as to drive and spiral shell
The rocker piece of post spiral connection moves up and down, and then drives floating head sheave to move up and down；When floating head sheave is moved upwards, suspention
The tension force of steel wire rope becomes big, and length is reduced, and drives suspension platform to move upwards；When floating head sheave is moved downward, suspension wire
The tension force of rope diminishes, and length increases, and drives suspension platform to move downward；By many compound actions of suspending steel wire rope, realize
The pose adjustment of suspension platform；The load that suspension platform applies to stud is balanced using counter weight device, is reduced motor and is driven dress
Put driving power.
Beneficial effect：The present invention adjusts the Tensity size and length of steel wire rope by the way of floating head sheave, can be outstanding
Timely adjusted when hanging platform's position and pose run-off the straight, can effectively be eliminated the tilt phenomenon of suspension platform, can be effectively
Ensure the stability and security of suspension platform operation；And safely and smoothly can carry out suspension operation using suspension platform.Its
Simple structure, easy to adjust accurate, method is novel, applied widely, balances suspension platform using counter weight device and is applied to stud
Plus load, reduce motor driver driving power, save energy consumption, with wide applicability.
Brief description of the drawings
Fig. 1 is suspension platform location regulating system overall structure diagram in parallel of the invention；
Fig. 2 is floating head sheave adjusting means structural representation of the invention；
Fig. 3 is counter weight device structural representation of the invention.
In figure：1- suspension platforms；2- reels；Head sheave in the middle of 3-；4- suspending steel wire ropes；5- floating head sheave adjusting meanss；5-
1- support frames；5-2- studs；5-3- floating head sheaves；5-4- counter weight devices；5-5- bearing blocks；5-6- days wheel shafts；5-7- rocker pieces；
5-8- motor drivers；5-4-1- fixed pulleys；5-4-2- counterweight armored ropes；5-4-3 movable pulleys；5-4-4- counterweights.
Specific embodiment
One embodiment of the present of invention is further described below in conjunction with the accompanying drawings：
As shown in figure 1, ultra-deep construction vertical parallel connection suspension platform location regulating system of the invention, mainly by suspension platform
1st, reel 2, middle head sheave 3, suspending steel wire rope 4 and floating head sheave adjusting means 5 are constituted；The described top both sides of suspension platform 1
Four floating head sheave adjusting meanss 5 are arranged with, according to practical situations, the floating of the top both sides of suspension platform 1 is symmetrically arranged at
Dynamic head sheave adjusting means 5 is 2-6.The outside of four floating head sheave adjusting meanss 5 of both sides is correspondingly provided with middle head sheave 3 respectively
With reel 2, the suspending steel wire rope 4 of head sheave 3 and floating head sheave adjusting means 5 in the middle of pile warp, suspending steel wire rope are wound with reel 2
4 front end is fixed on suspension platform 1, and four on suspension platform 1 piece suspending steel wire rope 4 is uniform, and the one end of suspending steel wire rope 4 is fixed
On suspension platform 1, after the other end bypasses floating head sheave 5-3 tops and the middle top of head sheave 3, fixation is wrapped on reel 2, is rolled up
The briquetting of steel wire rope spiral drum slot and the fixed fag end of suspending steel wire rope 4 is offered on cylinder 2.
As shown in Fig. 2 described floating head sheave adjusting means 5 includes support frame 5-1, stud 5-2, floating head sheave 5-3, matches somebody with somebody
5-4, bearing block 5-5, day wheel shaft 5-6, rocker piece 5-7 and motor driver 5-8 are put in refitting；The top of support frame 5-1 is symmetrical
Stud 5-2, counter weight device 5-4 and bearing block 5-5 are provided with, the bottom of support frame 5-1 is provided with and drives what stud 5-2 moved up and down
Motor driver 5-8, spiral is connected with rocker piece 5-7 on described stud 5-2, and the bottom of stud 5-2 is provided with drives with motor
Dynamic device 5-8 connected gear, is provided with a day wheel shaft 5-6 in described bearing block 5-5, floating day is provided with the middle part of day wheel shaft 5-6
Wheel 5-3, the two ends of day wheel shaft 5-6 are connected with rocker piece 5-7.Stud 5-2 upper ends are connected with support frame 5-1 bearings, can be free
Rotate, lower end is gear, drives it to rotate by motor driver 5-8；Rocker piece 5-7 be connected with stud 5-2 spirals, can go up
Lower motion；Its wheel shaft 5-6 is arranged on the rocker piece 5-7 on both sides by bearing block 5-5；Floating head sheave 5-3 is fixedly mounted on day
In the middle of wheel shaft 5-6, counter weight device 5-4 is symmetrically mounted on the floating head sheave 5-3 both sides on day wheel shaft 5-6.
As shown in figure 3, described counter weight device 5-4 includes 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 are fixed on support frame 5-1, other end pile warp fixed pulley 5-4-1, dynamic cunning
Wheel 5-4-3, is connected further around after fixed pulley 5-4-1 with counterweight 5-4-4, and 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
Floating head sheave 5-3 both sides on its wheel shaft 5-6, can be set two or four.Counterweight armored rope 5-4-2 one end is fixed on branch
On support 5-1, after the other end bypasses movable pulley 5-4-3, upwards above fixed pulley 5-4-1 after, connection counterweight 5- downwards
4-4。
Ultra-deep construction vertical parallel connection suspension platform pose method of adjustment of the invention is as follows：
Drive the positive negative side of gear of stud 5-2 ends to motor driver 5-8 drive signals, motor driver 5-8
To rotation, so as to drive the rocker piece 5-7 being connected with stud 5-2 spirals to move up and down, and then floating head sheave 5-3 is driven to transport up and down
It is dynamic；When floating head sheave 5-3 is moved upwards, the tension force of suspending steel wire rope 4 becomes big, and length is reduced, and drives suspension platform 1 to transport upwards
It is dynamic；When floating head sheave 5-3 is moved downward, the tension force of suspending steel wire rope 4 diminishes, and length increases, and drives suspension platform 1 to transport downwards
It is dynamic；By many compound actions of suspending steel wire rope 4, the pose adjustment of suspension platform 1 is realized；Put down using counter weight device 5-4
The load that weighing apparatus suspension platform 1 applies to stud 5-2, reduces motor driver 5-8 driving powers.
Claims (6)
1. a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system, it is characterised in that：It include suspension platform (1),
It is symmetrically arranged at the floating head sheave adjusting means of suspension platform (1) top both sides（5）, the floating head sheave adjusting means of both sides（5）'s
Outside is correspondingly provided with middle head sheave respectively（3）And reel（2）, reel（2）On be wound with head sheave in the middle of pile warp（3）With floating head sheave
Adjusting means（5）Suspending steel wire rope（4）, suspending steel wire rope（4）Front end be fixed on suspension platform (1).
2. a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system according to claim 1, it is characterised in that：
The floating head sheave adjusting means for being symmetrically arranged at suspension platform (1) top both sides（5）It is 2-6.
3. a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system according to claim 1 and 2, its feature exists
In：Described floating head sheave adjusting means（5）Including support frame（5-1）, support frame（5-1）The symmetrical stud for setting in top（5-
2）, counter weight device（5-4）And bearing block（5-5）, support frame（5-1）Bottom be provided with driving stud（5-2）Move up and down
Motor driver（5-8）, described stud（5-2）Upper spiral is connected with rocker piece（5-7）, stud（5-2）Bottom be provided with
With motor driver（5-8）Connected gear, described bearing block（5-5）Inside it is provided with a day wheel shaft（5-6）, day wheel shaft（5-6）
Middle part be provided with floating head sheave（5-3）, day wheel shaft（5-6）Two ends and rocker piece（5-7）It is connected.
4. a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system according to claim 3, it is characterised in that：
Described 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 with counterweight（5-4-4）It is connected, fixed pulley（5-4-1）It is former and later two, level
It is fixed on support frame（5-1）Top.
5. a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system according to claim 1, it is characterised in that：
Reel（2）On offer steel wire rope spiral drum slot and fixed suspending steel wire rope（4）The briquetting of fag end.
6. the method for a kind of ultra-deep construction vertical parallel connection suspension platform location regulating system according to claim 1, it is special
Levy and be：Give floating head sheave adjusting means（5）In motor driver（5-8）Drive signal, motor driver（5-8）Band
Dynamic stud（5-2）The gear both forward and reverse directions of end are rotated, so as to drive and stud（5-2）The rocker piece of spiral connection（5-7）On
Lower motion, and then drive floating head sheave（5-3）Move up and down；When floating head sheave（5-3）Upwards during motion, suspending steel wire rope（4）
Tension force become big, length is reduced, and drives suspension platform（1）Motion upwards；When floating head sheave（5-3）When moving downward, steel is suspended in midair
Cord（4）Tension force diminish, length increase, drive suspension platform（1）Move downward；By many 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 applying, 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 true CN106930521A (en) | 2017-07-07 |
| CN106930521B CN106930521B (en) | 2018-11-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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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| CN (1) | CN106930521B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109987476A (en) * | 2017-12-29 | 2019-07-09 | 梯阶电梯工程有限公司 | Separate type cable slide guide device |
| CN111779252A (en) * | 2020-07-14 | 2020-10-16 | 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-lifting door 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-lifting door 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 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109987476A (en) * | 2017-12-29 | 2019-07-09 | 梯阶电梯工程有限公司 | Separate type cable slide guide device |
| CN109987476B (en) * | 2017-12-29 | 2021-01-15 | 梯阶电梯工程有限公司 | Separated cable guide sliding device |
| CN111779252A (en) * | 2020-07-14 | 2020-10-16 | 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 |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN106930521B (en) | 2018-11-27 |
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Granted publication date: 20181127 Termination date: 20200502 |
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