CN106884527A - Construction intelligent overload control device and control method - Google Patents
Construction intelligent overload control device and control method Download PDFInfo
- Publication number
- CN106884527A CN106884527A CN201510928531.1A CN201510928531A CN106884527A CN 106884527 A CN106884527 A CN 106884527A CN 201510928531 A CN201510928531 A CN 201510928531A CN 106884527 A CN106884527 A CN 106884527A
- Authority
- CN
- China
- Prior art keywords
- guide rail
- main frame
- control device
- fall
- overload control
- 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
Links
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
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of construction intelligent overload control device and control method.Control device only needs to set up certain altitude and be attached in engineering structure, by itself jacking equipment and device, can successively be climbed with structure construction, successively declines again during operation, traditional console mode scaffold, it is impossible to realize Integral lifting device, automatically control.Present invention composition includes
:
Main frame（
5
）, described main frame and elevating mechanism（
1
）Connection, hoisting mechanism anti-fall device is provided with described main frame side uprights（
2
）, described hoisting mechanism anti-fall device side and guide rail back plate（
8
）Connection, described guide rail back plate passes through bolt and guide rail（
4
）Connection, support meanss are provided with described guide rail（
3
）, described support meanss top passes through bolt and pedal（
9
）Connection, described support meanss top is provided with tensioning mechanism（
10
）.The present invention is for construction intelligent overload control device.
Description
Technical field：
The present invention relates to a kind of construction intelligent overload control device and control method.
Background technology：
Integral lifting device only needs to set up certain altitude and be attached in engineering structure, by itself jacking equipment and device, can successively be climbed with structure construction, successively decline again during fitment operation, compared with traditional console mode scaffold, this scaffold has huge economic benefit, traditional console mode scaffold, Integral lifting device can not be realized, height is automatically controlled.
With the rapidly increase of high-rise, high-rise building, this technology is developed rapidly, and its structural shape and species are more and more, but its feature is " attachment " on the beam or wall of building, can not only climb and can decline, therefore be referred to as attached lifting scaffold.
The content of the invention：
It is an object of the invention to provide a kind of construction intelligent overload control device and control method.
Above-mentioned purpose is realized by following technical scheme：
A kind of construction intelligent overload control device, its composition includes：Main frame, described main frame is connected with elevating mechanism, hoisting mechanism anti-fall device is installed in described main frame side uprights, described hoisting mechanism anti-fall device side is connected with guide rail back plate, described guide rail back plate is connected by bolt with guide rail, support meanss are installed, described support meanss top is connected by bolt with pedal, and described support meanss top is provided with tensioning mechanism on described guide rail.
Described construction intelligent overload control device, described hoisting mechanism anti-fall device top has connecting plate, and check lock lever is provided with by bolt on described connecting plate, and described check lock lever is connected with frame coupling mechanism.
Described construction intelligent overload control device, described main frame is quadra welding structure, and running-board bracket is provided between described two columns in main frame lower section
A
, running-board bracket is installed between described two, main frame centre position column
B
, pedal is installed between described two columns in main frame top
C
。
Described construction intelligent overload control device, has guide-track groove on described guide rail, described guide-track groove is
H
Shape, by described slide, described frame coupling mechanism is arranged on the column of described main frame described support meanss, described frame coupling mechanism and described pedal
C
It is bolted.
A kind of construction intelligent overload control device and control method, the method comprise the following steps：First it is that step-by-step movement lowering or hoisting gear is controlled using synchronous hydraulic cylinder, control is synchronized to multi-disc lifting, it is ensured that the synchronization between different hoist points and different pieces, it is to avoid electronic integral hoisting scaffold suspension centre is more, and Synchronization Control difficulty is big；
It is controlled using two-stage anti-drop system, the anti-fall use hydraulic pressure self-locking circuit of the first order and the anti-fall mechanism of latch；The anti-fall use cam rocker arm mechanism in the second level as scaffold the anti-fall mechanism of independence, its braking distance depends on the design size of mechanism, have the advantages that sensitive, reliability, braking distance be accurate, controllable braking, prevented the major accident that electrical equipment failure is likely to result in；
Using adaptive directed anti-tilt device, utilize
H
The roller of type guide rail, attaching type sliding block and main frame adaptive connection, eliminates the possibility that support body in work progress topples, while considering the movement interference problem of the elastic deformation to scaffold of guide rail；
Using intelligent overload control device, overload operating mode is diagnosed first by sensor, and make alarm and shutdown inspection treatment, Import computer
PLC
Control, each mechanism action in connection system for guide rail is coordinated and beat is by program setting, and the change to execution conditions only need to be by reprogramming, you can realize optimum control and operation.
Beneficial effect：
1.
There is the construction technology level that improve skyscraper external scaffolding in step-by-step movement lowering or hoisting gear of the invention, solve the problems, such as that console mode scaffold high cost, outrigger scaffold and suspended scaffold are unable to automatic lifting, hanging basket and cannot be used for Structural Engineering construction, both there is outrigger scaffold, overcoming outrigger scaffold again needs to take repeatedly the shortcoming torn open, as the construction equipment for being suitable for high-rise, high-rise building for tallying with the national condition.
2.
The present invention is that integral elevating scaffold only needs to set up certain altitude and be attached in engineering structure, by itself jacking equipment and device, can successively be climbed with structure construction, is successively declined again during fitment operation.Compared with traditional console mode scaffold, this scaffold has huge economic benefit.
3.
The present invention breaches the various up-down modes of existing elevating scaffold,
The function of hydraulic double-acting oil cylinder is taken full advantage of, hydraulic lifting is effectively realized.
4.
The present invention is that step-by-step movement lowering or hoisting gear is controlled using synchronous hydraulic cylinder first, and control is synchronized to multi-disc lifting, it is ensured that the synchronization between different hoist points and different pieces, it is to avoid electronic integral hoisting scaffold suspension centre is more, the big shortcoming of Synchronization Control difficulty.
5.
The present invention is controlled using two-stage anti-drop system, the anti-fall use hydraulic pressure self-locking circuit of the first order and the anti-fall mechanism of latch；The anti-fall use cam rocker arm mechanism in the second level as scaffold the anti-fall mechanism of independence, its braking distance depends on the design size of mechanism, have the advantages that sensitive, reliability, braking distance be accurate, controllable braking, prevented the major accident that electrical equipment failure is likely to result in.
6.
The present invention uses adaptive directed anti-tilt device, utilizes
H
The roller of type guide rail, attaching type sliding block and main frame adaptive connection, eliminates the possibility that support body in work progress topples, while considering the movement interference problem of the elastic deformation to scaffold of guide rail.
7.
The present invention utilizes intelligent overload control device, and overload operating mode is diagnosed first by sensor, and makes alarm and shutdown inspection treatment, Import computer
PLC
Control, each mechanism action in connection system for guide rail is coordinated and beat is by program setting, and the change to execution conditions only need to be by reprogramming, you can realize optimum control and operation.
Brief description of the drawings：
Accompanying drawing
1
It is structural representation of the invention.
Specific embodiment：
Embodiment
1
：
A kind of construction intelligent overload control device, its composition includes
:
Main frame
5
, described main frame and elevating mechanism
1
Connection, hoisting mechanism anti-fall device is provided with described main frame side uprights
2
, described hoisting mechanism anti-fall device side and guide rail back plate
8
Connection, described guide rail back plate passes through bolt and guide rail
4
Connection, support meanss are provided with described guide rail
3
, described support meanss top passes through bolt and pedal
9
Connection, described support meanss top is provided with tensioning mechanism
10
。
Embodiment
2
：
Embodiment
1
Described construction intelligent overload control device, described hoisting mechanism anti-fall device top has connecting plate, and check lock lever is provided with by bolt on described connecting plate
11
, described check lock lever and frame coupling mechanism
12
Connection.
Embodiment
3
：
Embodiment
1
Or
2
Described construction intelligent overload control device, described main frame is quadra welding structure, and running-board bracket is provided between described two columns in main frame lower section
A6
, running-board bracket is installed between described two, main frame centre position column
B7
, pedal is installed between described two columns in main frame top
C13
。
Embodiment
4
：
Embodiment
1
Or
2
Described construction intelligent overload control device, has guide-track groove on described guide rail, described guide-track groove is
H
Shape, by described slide, described frame coupling mechanism is arranged on the column of described main frame described support meanss, described frame coupling mechanism and described pedal
C
It is bolted.
Embodiment
9
：
A kind of construction intelligent overload control device and control method, it is that step-by-step movement lowering or hoisting gear is controlled using synchronous hydraulic cylinder that this method is first, control is synchronized to multi-disc lifting, ensure the synchronization between different hoist points and different pieces, avoid that electronic integral hoisting scaffold suspension centre is more, Synchronization Control difficulty is big；
It is controlled using two-stage anti-drop system, the anti-fall use hydraulic pressure self-locking circuit of the first order and the anti-fall mechanism of latch；The anti-fall use cam rocker arm mechanism in the second level as scaffold the anti-fall mechanism of independence, its braking distance depends on the design size of mechanism, have the advantages that sensitive, reliability, braking distance be accurate, controllable braking, prevented the major accident that electrical equipment failure is likely to result in；
Using adaptive directed anti-tilt device, utilize
H
The roller of type guide rail, attaching type sliding block and main frame adaptive connection, eliminates the possibility that support body in work progress topples, while considering the movement interference problem of the elastic deformation to scaffold of guide rail；
Using intelligent overload control device, overload operating mode is diagnosed first by sensor, and make alarm and shutdown inspection treatment, Import computer
PLC
Control, each mechanism action in connection system for guide rail is coordinated and beat is by program setting, and the change to execution conditions only need to be by reprogramming, you can realize optimum control and operation.
Claims (5)
1. a kind of construction intelligent overload control device, its composition includes:Main frame, it is characterized in that：Described main frame is connected with elevating mechanism, hoisting mechanism anti-fall device is installed in described main frame side uprights, described hoisting mechanism anti-fall device side is connected with guide rail back plate, described guide rail back plate is connected by bolt with guide rail, support meanss are installed on described guide rail, described support meanss top is connected by bolt with pedal, and described support meanss top is provided with tensioning mechanism.
2. construction according to claim 1 intelligent overload control device, it is characterized in that：Described hoisting mechanism anti-fall device top has connecting plate, and check lock lever is provided with by bolt on described connecting plate, and described check lock lever is connected with frame coupling mechanism.
3. construction according to claim 1 intelligent overload control device, it is characterized in that：Described main frame is quadra welding structure, and running-board bracket A is provided between described two columns in main frame lower section, and running-board bracket B is provided between described two, main frame centre position column, and pedal C is provided between described two columns in main frame top.
4. construction according to claim 1 and 2 intelligent overload control device, it is characterized in that：There is guide-track groove on described guide rail, described guide-track groove is H shape, described support meanss are arranged on the column of described main frame by described slide, described frame coupling mechanism, and described frame coupling mechanism is bolted with described pedal C.
5. one of a kind of claim 1-4 described construction intelligent overload control device and control method, it is characterized in that：The method comprises the following steps：
First it is that step-by-step movement lowering or hoisting gear is controlled using synchronous hydraulic cylinder, control is synchronized to multi-disc lifting, it is ensured that the synchronization between different hoist points and different pieces, it is to avoid electronic integral hoisting scaffold suspension centre is more, and Synchronization Control difficulty is big；
It is controlled using two-stage anti-drop system, the anti-fall use hydraulic pressure self-locking circuit of the first order and the anti-fall mechanism of latch；The anti-fall use cam rocker arm mechanism in the second level as scaffold the anti-fall mechanism of independence, its braking distance depends on the design size of mechanism, have the advantages that sensitive, reliability, braking distance be accurate, controllable braking, prevented the major accident that electrical equipment failure is likely to result in；
Using adaptive directed anti-tilt device, using the roller of H types guide rail, attaching type sliding block and main frame adaptive connection, the possibility that support body in work progress topples is eliminated, while considering the movement interference problem of the elastic deformation to scaffold of guide rail；
Using intelligent overload control device; overload operating mode is diagnosed first by sensor; and make alarm and shutdown inspection treatment; Import computer PLC is controlled; each mechanism action in connection system for guide rail coordinates and beat is by program setting; change to execution conditions, only need to be by reprogramming, you can realize optimum control and operation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510928531.1A CN106884527A (en) | 2015-12-15 | 2015-12-15 | Construction intelligent overload control device and control method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510928531.1A CN106884527A (en) | 2015-12-15 | 2015-12-15 | Construction intelligent overload control device and control method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106884527A true CN106884527A (en) | 2017-06-23 |
Family
ID=59175069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510928531.1A Pending CN106884527A (en) | 2015-12-15 | 2015-12-15 | Construction intelligent overload control device and control method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106884527A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107500178A (en) * | 2017-09-28 | 2017-12-22 | 郑菁清 | A kind of micro computer overload protection device of building construction hoist |
| CN109594786A (en) * | 2018-12-29 | 2019-04-09 | 杨洪 | Attached lifting scaffold catching device |
| CN112062026A (en) * | 2020-09-09 | 2020-12-11 | 厦门安科科技有限公司 | Synchronous lifting device for construction safety operation |
| CN112096044A (en) * | 2020-11-09 | 2020-12-18 | 山东新活新材料科技有限公司 | Bottom pedal of climbing frame |
| CN115095127A (en) * | 2022-06-23 | 2022-09-23 | 周用婷 | Climbing scaffold lifting system with monitoring and alarming functions |
| CN115355879A (en) * | 2022-08-08 | 2022-11-18 | 广州吉祥设备租赁有限公司 | Steel pipe climbing frame stability detection equipment |
-
2015
- 2015-12-15 CN CN201510928531.1A patent/CN106884527A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107500178A (en) * | 2017-09-28 | 2017-12-22 | 郑菁清 | A kind of micro computer overload protection device of building construction hoist |
| CN109594786A (en) * | 2018-12-29 | 2019-04-09 | 杨洪 | Attached lifting scaffold catching device |
| CN109594786B (en) * | 2018-12-29 | 2023-08-08 | 杨洪 | Falling protector for attaching lifting scaffold |
| CN112062026A (en) * | 2020-09-09 | 2020-12-11 | 厦门安科科技有限公司 | Synchronous lifting device for construction safety operation |
| CN112096044A (en) * | 2020-11-09 | 2020-12-18 | 山东新活新材料科技有限公司 | Bottom pedal of climbing frame |
| CN112096044B (en) * | 2020-11-09 | 2021-01-29 | 山东新活新材料科技有限公司 | Bottom pedal of climbing frame |
| CN115095127A (en) * | 2022-06-23 | 2022-09-23 | 周用婷 | Climbing scaffold lifting system with monitoring and alarming functions |
| CN115095127B (en) * | 2022-06-23 | 2023-12-29 | 广东万晟建筑科技股份有限公司 | Climbing scaffold lifting system with monitoring and alarming functions |
| CN115355879A (en) * | 2022-08-08 | 2022-11-18 | 广州吉祥设备租赁有限公司 | Steel pipe climbing frame stability detection equipment |
| CN115355879B (en) * | 2022-08-08 | 2023-08-08 | 广州吉祥设备租赁有限公司 | Steel pipe climbing frame stability detection equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170623 |
|
| WD01 | Invention patent application deemed withdrawn after publication |