CN106869477A - Guide rail type electric attached lifting scaffold - Google Patents

Guide rail type electric attached lifting scaffold Download PDF

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Publication number
CN106869477A
CN106869477A CN201710246625.XA CN201710246625A CN106869477A CN 106869477 A CN106869477 A CN 106869477A CN 201710246625 A CN201710246625 A CN 201710246625A CN 106869477 A CN106869477 A CN 106869477A
Authority
CN
China
Prior art keywords
scaffold
guide
lift component
hoisting frame
elevator
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.)
Pending
Application number
CN201710246625.XA
Other languages
Chinese (zh)
Inventor
马玉涛
郝文涛
荆树波
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.)
Shandong Botai Construction Group Co Ltd
Original Assignee
Shandong Botai Construction Group Co Ltd
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 Shandong Botai Construction Group Co Ltd filed Critical Shandong Botai Construction Group Co Ltd
Priority to CN201710246625.XA priority Critical patent/CN106869477A/en
Publication of CN106869477A publication Critical patent/CN106869477A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile 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)
  • Types And Forms Of Lifts (AREA)
  • Movable Scaffolding (AREA)

Abstract

The present invention relates to high-building construction technical field, a kind of guide rail type electric attached lifting scaffold is specifically provided, it is intended to improve the hoisting power of scaffold.For this purpose, guide rail type electric attached lifting scaffold of the invention, including guiding mechanism and lift component, guiding mechanism includes hoisting frame, and hoisting frame is arranged on lift component;Multiple guide pads, all of guide pad is vertically arranged in the outside of building, and all of guide pad constitutes the guide rail slided for hoisting frame, and hoisting frame is along slide;Lift component includes multiple cranes, and all of crane is detachably fixed connection successively, and crane is detachably fixed with hoisting frame and is connected.Being cooperated by guiding mechanism and lift component can improve the rising or falling speed of scaffold, improve lifting efficiency, accelerate speed of application.

Description

Guide rail type electric attached lifting scaffold
Technical field
The present invention relates to high-building construction technical field, a kind of guide rail type electric attached lifting scaffold is specifically provided.
Background technology
Attachment type raise scaffold equipment is the new type scaffold technology that beginning of this century fast development is got up, and it makees eminence Industry is changed into lower operation, and hanging operation is changed into support body inside processing.Attached lifting scaffold refers to set up certain altitude and attached In in engineering structure, by itself jacking equipment and device, can successively climb or decline with engineering structure, adhering lifting pin Hand cradle is main by attached lifting scaffold frame structure, attachment support, anti-tilt device, falling proof device, lift component and control Device etc. is constituted.But, the design of existing attachment type raise scaffold is complicated, and rising or falling speed is slow, efficiency is low, influence construct into Degree, Based Intelligent Control is poor.
Based on above-mentioned present situation, the hoisting power of scaffold how is improved, just turn into the technical problem of urgent need to resolve.In view of This, spy proposes the present invention.
The content of the invention
In order to solve above mentioned problem of the prior art, i.e., in order to improve the hoisting power of scaffold, by guiding mechanism The rising or falling speed of scaffold can be improved with lift component, improve lifting efficiency, quickening speed of application.
The technical scheme is that:
A kind of guide rail type electric attached lifting scaffold, including guiding mechanism and lift component, guiding mechanism include lifting Frame, hoisting frame is arranged on lift component;Multiple guide pads, all of guide pad is vertically arranged in the outside of building, owns Guide pad constitute for hoisting frame slide guide rail, hoisting frame is along slide;Lift component includes multiple cranes, All of crane is detachably fixed connection successively, and crane is detachably fixed with hoisting frame and is connected.
In optimal technical scheme as above-mentioned scaffold, guiding mechanism includes going back guide, and guide is arranged on building The outside of thing, guide can be installed over the guide along the outer Slideslip of building, lift component.
In optimal technical scheme as above-mentioned scaffold, guide includes guide pillar and the multiple connections being arranged on guide pillar Bar, guide pillar can be connected along the outer Slideslip of building, lift component by connecting rod and guide pillar.
In optimal technical scheme as above-mentioned scaffold, all of connecting rod equidistantly sets along the length direction of guide pillar Put.
In optimal technical scheme as above-mentioned scaffold, when lift component liter is down to predeterminated position, by hoisting frame and Guide pad is welded to connect.
In optimal technical scheme as above-mentioned scaffold, scaffold also includes elevator, and elevator is arranged on guide pad Bottom, elevator is connected by lifting chain with hoisting frame, for the slide for driving hoisting frame to be constituted along guide pad.
In optimal technical scheme as above-mentioned scaffold, scaffold also includes anti-fall device, and anti-fall device is arranged on leads To on block, anti-fall device and elevator are connected, for preventing elevator from falling.
In optimal technical scheme as above-mentioned scaffold, scaffold also includes drive mechanism, and drive mechanism is used to drive Elevator is moved.
In optimal technical scheme as above-mentioned scaffold, scaffold also includes the control machine being connected with drive mechanism signal Structure, controlling organization can control drive mechanism to drive elevator to move.
In optimal technical scheme as above-mentioned scaffold, scaffold also includes lightning protection device, and the impact of lightning protection device connects The resistance value of electricity is less than or equal to 30 Ω.
Beneficial effects of the present invention are:
Compared to the prior art, the guiding mechanism of the scaffold of the application drives lift component along guide pad by hoisting frame The slide slided for hoisting frame for constituting, realizes the lifting of lift component;In the process, by being arranged on building The guide in the outside of thing, guiding lift component on the outside of building along being lifted, it is to avoid lift component occurs position skew. When lift component liter is down to predeterminated position, hoisting frame and guide pad are welded to connect.Because lift component includes that multiple is removable Unload the crane being fixedly connected, when needing to improve the relative altitude of lift component, will be located at one of lift component bottom or Several cranes are disassembled, and installed in the top of lift component, that is, improve the relative altitude of lift component;When need reduce During the relative altitude of lift component, one or several cranes being located at the top of lift component are disassembled, installed in lifting The bottom of component, that is, reduce the relative altitude of lift component, realizes long distance elevating, and intersecting flowing water beneficial to each work post makees Industry, it is adaptable to exterior wall all process steps.
During installation, using each crane an as unit, the scaffold can press unit group on ground Type is dressed up, can connect integral again after lifting, can flexibly used for external wall of high-rise building labyrinth, it is unrestricted;Can Subdivision long distance elevating.Guide rail type electric attached lifting scaffold sets up dismounting only to be needed once, is installed, is lifted, removing fast Prompt easy, work efficiency is high, speed is fast.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of scaffold of the present invention;
Fig. 2 be scaffold of the present invention lifting before schematic diagram;
Fig. 3 be scaffold of the present invention lifting in schematic diagram;
Fig. 4 be scaffold of the present invention lifting after schematic diagram;
Fig. 5 is the stationary state schematic diagram of scaffold of the present invention.
11- hoisting frames in figure;12- guide pads;13- guides;131- guide pillars;132- connecting rods;2- lift components;21- Crane;3- elevators;4- anti-fall devices;5- controlling organizations.
Specific embodiment
The preferred embodiment of the present invention described with reference to the accompanying drawings.It will be apparent to a skilled person that this A little implementation methods are used only for explaining know-why of the invention, it is not intended that limit the scope of the invention.
It should be noted that in the description of the invention, term " " center ", " on ", D score, "left", "right", " vertical ", The direction of instruction such as " level ", " interior ", " outward " or the term of position relationship are to be based on direction shown in the drawings or position relationship, this Description is intended merely to facilitate, must be with specific orientation, with specific orientation rather than instruction or hint device or element Construction and operation, therefore be not considered as limiting the invention.Additionally, term " first ", " second ", " the 3rd " are only used for retouching Purpose is stated, and it is not intended that indicating or implying relative importance.
In addition it is also necessary to explanation, in the description of the invention, unless otherwise clearly defined and limited, term " peace Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integratedly Connection;Can mechanically connect, or electrically connect;Can be joined directly together, it is also possible to be indirectly connected to by intermediary, Can be two connections of element internal.To those skilled in the art, can as the case may be understand that above-mentioned term exists Concrete meaning in the present invention.
Referring to Fig. 1 to Fig. 5, guide rail type electric attached lifting scaffold of the invention, including guiding mechanism and lift component 2, guiding mechanism includes hoisting frame 11, and hoisting frame 11 is arranged on lift component 2;Multiple guide pads 12, all of guide pad 12 The outside of building is vertically arranged in, all of guide pad 12 constitutes the guide rail slided for hoisting frame 11, the edge of hoisting frame 11 Slide;Lift component 2 includes multiple cranes 21, and all of crane 21 is detachably fixed connection, and lifting successively Frame 21 is detachably fixed with hoisting frame 11 and is connected.
The rising or falling speed of scaffold can be improved by guiding mechanism and lift component 2, lifting efficiency, quickening construction is improved Speed, can save fund more than 60% compared with traditional external scaffolding, reduce engineering cost.
In a kind of preferably implementation method, guiding mechanism includes going back guide 13, and guide 13 is arranged on building Outside, guide 13 can be arranged on guide 13 along the outer Slideslip of building, lift component 2.
Preferably, guide 13 includes guide pillar 131 and the multiple connecting rods 132 being arranged on guide pillar 131, the energy of guide pillar 131 Enough outer Slideslips along building, lift component 2 is connected by connecting rod 132 and guide pillar 131.Preferably all of connecting rod 132 along guide pillar 131 length direction spaced set.The both sides up and down of guide pillar 131 are arc.Guiding lift component 2 is along building Lifted on the outside of thing, it is to avoid lift component 2 occurs position skew.
In a kind of preferably implementation method, when 2 liters of lift component is down to predeterminated position, with the circle with diameter greater than 16mm Be welded to connect for hoisting frame 11 and guide pad 12 by steel.Preferably, guide pad 12 is reinforcing bar.
Because lift component 2 includes that multiple is detachably fixed the crane 21 of connection, when the phase for needing raising lift component 2 During to height, one or several cranes 21 for being located at the bottom of lift component 2 are disassembled, installed in the top of lift component 2 Portion, that is, improve the relative altitude of lift component 2;When needing to reduce the relative altitude of lift component 2, will be positioned at lift component One or several cranes 21 at 2 tops are disassembled, and installed in the bottom of lift component 2, that is, reduce the phase of lift component 2 To height, long distance elevating is realized, intersect continuous productive process beneficial to each work post, it is adaptable to exterior wall all process steps.
In a kind of preferably implementation method, scaffold also includes elevator 3, and elevator 3 is arranged on the bottom of guide pad 12 Portion, elevator 3 is connected by lifting chain with hoisting frame 11, for driving hoisting frame 11 to be slided along the guide rail that guide pad 12 is constituted It is dynamic.
In order to prevent the accidental falling of elevator 3, scaffold from also including anti-fall device 4, anti-fall device 4 is arranged on guide pad 12 On, anti-fall device 4 and elevator 3 are connected, for preventing elevator 3 from falling.
Although it is not shown in the drawings, the driving in order to realize elevator 3, present invention additionally comprises being carried for driving for driving The drive mechanism of the motion of machine 3 is risen, drive mechanism can be with V belt translation, gear drive or chaindriven side with the rotating shaft of elevator 3 Formula is connected.
Further, scaffold also includes the controlling organization 5 being connected with drive mechanism signal, and controlling organization 5 can be controlled Drive mechanism drives elevator 3 to move.In physical form, in physical form, the controlling organization 5 can be any kind of Controller, such as Programmable Logic Controller, combinational logic control device etc..
Although it is not shown in the drawings, the lightning protection properties in order to improve scaffold, scaffold is also including lightning protection device, lightning protection dress The resistance value that the impact put connects electricity is less than or equal to 30 Ω.Round steel of the lightning rod with diameter not less than 12mm makes, located at floor four The vertical rod top of angle hoisting frame 11, highly not less than 1m, and the leger of all the superiors is all turned on, and forms lightning conduction Road.
Although it is not shown in the drawings, the security performance in order to strengthen scaffold, scaffold be additionally provided with antidumping, anti-unstability, The multiple tracks safety devices such as fall arrest, synchronous early warning, short circuit, open circuit, phase shortage, overload, carry using one-main-multi-auxiliary remote-controlled intelligent is automatically controlled The system of liter, lifting is steady, and hoisting power is strong, easy to operate, safe and reliable.
During installation, using each crane 21 an as unit, the scaffold can press unit on ground Assembled formation, can connect integral again after lifting, can flexibly be used for external wall of high-rise building labyrinth, unrestricted; Can subdivision long distance elevating.
In use, the guiding mechanism of the scaffold of the application drives lift component 2 along guiding by hoisting frame 11 The slide slided for hoisting frame 11 that block 12 is constituted, realizes the lifting of lift component 2;In the process, by setting Put the guide 13 in the outside of building, guiding lift component 2 on the outside of building along being lifted, it is to avoid lift component 2 Generation position offsets.When 2 liters of lift component is down to predeterminated position, hoisting frame 11 and guide pad 12 are welded to connect, and will carry Rise machine 3 and anti-fall device 4 is removed.Because lift component 2 includes that multiple is detachably fixed the cranes 21 of connection, when needing to improve During the relative altitude of lift component 2, one or several cranes 21 for being located at the bottom of lift component 2 are disassembled, be arranged on The top of lift component 2, that is, improve the relative altitude of lift component 2;When needing to reduce the relative altitude of lift component 2, One or several cranes 21 that the top of lift component 2 will be located at are disassembled, and installed in the bottom of lift component 2, that is, are reduced The relative altitude of lift component 2, realizes long distance elevating, and continuous productive process is intersected beneficial to each work post, it is adaptable to which exterior wall owns Operation.Compare with steel tube fastener formula the shaped steel suspension scaffolding, engineering cost is both reduced using this scaffold, work is improve again Efficiency, and it is safe and reliable.
Guide rail type electric attached lifting scaffold sets up dismounting only to be needed once, is installed, is lifted, removing fast and simple, work Effect is high, speed is fast, reduces the cost, and high recycling rate has saved substantial amounts of human and material resources, greatly speeds up construction speed, energy-conservation Low-carbon environment-friendly, has fully demonstrated green construction.
By repeatedly practising for research staff, guide rail type electric attached lifting scaffold and steel tube fastener formula shaped steel are encorbelmented pin Hand cradle compares, and engineering cost is both reduced using the scaffold of the application, and operating efficiency is improve again, and safe and reliable.Example One:Imperial Thailand border 13#、14#Building, construction area:58000m2.Through using the scaffold, the main body duration is advanced by 60d;With steel pipe Fastener type the shaped steel suspension scaffolding amounts to 46.4 ten thousand yuan compared to saving expense.Example two:Gold profit perfume Xie Ju 8# buildings, construction area: 32389.5m2.To the west of six tunnels of Zibo City high and new technology industrial development zone west, on the south Lan Yan main roads, 26 layers, Frame-Shear wall is built Height is built for 95.75m, construction purposes is office building.Calculated and steel tube fastener formula the shaped steel suspension scaffolding through using the scaffold Amount to 25.9 ten thousand yuan compared to saving expense.
So far, combined preferred embodiment shown in the drawings describes technical scheme, but, this area Technical staff is it is easily understood that protection scope of the present invention is expressly not limited to these specific embodiments.Without departing from this On the premise of the principle of invention, those skilled in the art can make equivalent change or replacement to correlation technique feature, these Technical scheme after changing or replacing it is fallen within protection scope of the present invention.

Claims (10)

1. a kind of guide rail type electric attached lifting scaffold, including guiding mechanism and lift component, it is characterised in that:The guiding Mechanism includes hoisting frame, and the hoisting frame is arranged on the lift component;
Multiple guide pads, all of guide pad is vertically arranged in the outside of building, and all of guide pad is constituted For the guide rail that the hoisting frame is slided, the hoisting frame is along the slide;
The lift component includes multiple cranes, and all of crane is detachably fixed connection, and the lifting successively Frame is detachably fixed with the hoisting frame and is connected.
2. scaffold according to claim 1, it is characterised in that:The guiding mechanism includes going back guide, the guiding Part is arranged on the outside of building, and the guide can be arranged on along the outer Slideslip of the building, the lift component On the guide.
3. scaffold according to claim 2, it is characterised in that:The guide includes guide pillar and is arranged on the guide pillar On multiple connecting rods, the guide pillar can be along the outer Slideslip of the building, and the lift component is by the connecting rod Connected with the guide pillar.
4. scaffold according to claim 3, it is characterised in that:The all of connecting rod along the guide pillar length side To spaced set.
5. scaffold according to claim 1, it is characterised in that:When the lift component liter is down to predeterminated position, will The hoisting frame and the guide pad are welded to connect.
6. the scaffold according to any one of Claims 1 to 5, it is characterised in that:The scaffold also includes elevator, The elevator is arranged on the bottom of the guide pad, and the elevator is connected with the hoisting frame by lifting chain, is used for The slide for driving the hoisting frame to be constituted along the guide pad.
7. scaffold according to claim 6, it is characterised in that:The scaffold also includes anti-fall device, described anti-fall Device is arranged on the guide pad, and the anti-fall device and the elevator are connected, for preventing the elevator from falling.
8. scaffold according to claim 6, it is characterised in that:The scaffold also includes drive mechanism, the driving Mechanism is used to drive the elevator to move.
9. scaffold according to claim 8, it is characterised in that:The scaffold also includes and the drive mechanism signal The controlling organization of connection, the controlling organization can control the drive mechanism to drive the elevator to move.
10. scaffold according to claim 1, it is characterised in that:The scaffold also includes lightning protection device, the lightning protection The resistance value that the impact of device connects electricity is less than or equal to 30 Ω.
CN201710246625.XA 2017-04-16 2017-04-16 Guide rail type electric attached lifting scaffold Pending CN106869477A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710246625.XA CN106869477A (en) 2017-04-16 2017-04-16 Guide rail type electric attached lifting scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710246625.XA CN106869477A (en) 2017-04-16 2017-04-16 Guide rail type electric attached lifting scaffold

Publications (1)

Publication Number Publication Date
CN106869477A true CN106869477A (en) 2017-06-20

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ID=59163135

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111807238A (en) * 2020-07-17 2020-10-23 天津中贺科技发展有限公司 Attached lifting scaffold material management system
CN111877729A (en) * 2020-07-21 2020-11-03 上海建工二建集团有限公司 Attached lifting scaffold

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2245090Y (en) * 1995-12-08 1997-01-15 胡颖 Guide rail type rise-and-fall scaffold
CN2392849Y (en) * 1999-09-11 2000-08-23 何卫东 Guiding-rail frame type attached lifting scaffold
JP2002081205A (en) * 2000-09-11 2002-03-22 Yuko Maintenance:Kk Lifting device for temporary structure
CN2486657Y (en) * 2001-07-11 2002-04-17 成军 Guide rail type lifting scaffold
CN2600536Y (en) * 2003-03-18 2004-01-21 深圳市特辰升降架工程有限公司 Automation lift scaffold
CN200975098Y (en) * 2006-12-01 2007-11-14 门晓红 Guiding-rail truss type attached lifting scaffold
CN201011119Y (en) * 2007-07-06 2008-01-23 贺昌义 Guiding seat type adhered lifting scaffold
CN202441045U (en) * 2012-02-27 2012-09-19 陕西建工集团第六建筑工程有限公司 Rail-type electric attached lifting scaffold

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2245090Y (en) * 1995-12-08 1997-01-15 胡颖 Guide rail type rise-and-fall scaffold
CN2392849Y (en) * 1999-09-11 2000-08-23 何卫东 Guiding-rail frame type attached lifting scaffold
JP2002081205A (en) * 2000-09-11 2002-03-22 Yuko Maintenance:Kk Lifting device for temporary structure
CN2486657Y (en) * 2001-07-11 2002-04-17 成军 Guide rail type lifting scaffold
CN2600536Y (en) * 2003-03-18 2004-01-21 深圳市特辰升降架工程有限公司 Automation lift scaffold
CN200975098Y (en) * 2006-12-01 2007-11-14 门晓红 Guiding-rail truss type attached lifting scaffold
CN201011119Y (en) * 2007-07-06 2008-01-23 贺昌义 Guiding seat type adhered lifting scaffold
CN202441045U (en) * 2012-02-27 2012-09-19 陕西建工集团第六建筑工程有限公司 Rail-type electric attached lifting scaffold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111807238A (en) * 2020-07-17 2020-10-23 天津中贺科技发展有限公司 Attached lifting scaffold material management system
CN111877729A (en) * 2020-07-21 2020-11-03 上海建工二建集团有限公司 Attached lifting scaffold

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Application publication date: 20170620