CN202627466U - Adhesion type lifting scaffold - Google Patents
Adhesion type lifting scaffold Download PDFInfo
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- CN202627466U CN202627466U CN 201220187354 CN201220187354U CN202627466U CN 202627466 U CN202627466 U CN 202627466U CN 201220187354 CN201220187354 CN 201220187354 CN 201220187354 U CN201220187354 U CN 201220187354U CN 202627466 U CN202627466 U CN 202627466U
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Abstract
The utility model relates to the field of scaffolds and discloses an adhesion type lifting scaffold. The adhesion type lifting scaffold comprises a horizontal truss, a vertical main frame, wall adhesion supports, a limit top supporting device, a lifting plate, a motor hoist and an ultra under-load alarm system; the horizontal truss is positioned on the bottom of the adhesion type lifting scaffold; the vertical main frame is connected with and erected on the horizontal truss through U-shaped bolts; a guide rail is welded on the vertical main frame in a vertical direction; the bottom of the vertical main frame is also provided with a pavement plate which is connected with a wall body through a protection turning plate; and the ultra under-load alarm system comprises an alarm sensor, an electric cabinet and a controller. The adhesion type lifting scaffold has the characteristics that the scaffold is easy to install and operate, turning components have the low accuracy requirement and can run conveniently, the scaffold is easy to inspect and maintain, the horizontal frame is not limited by modulus and specifications, and high safety factors can be guaranteed.
Description
Technical field
The utility model relates to the climbing frame field, relates in particular to a kind of attachment type raise scaffold.
Background technology
Climbing frame is called hoisting frame again, mainly is divided into fluid pressure type, electrodynamic type, manpower hand pulling type according to power resources.It is the new type scaffold system that develops in recent years, is mainly used in high-layer shear force wall formula building, can the up soaring or decline along building.Compare with the scaffold of transmission, obtained very big change technically: 1, needn't translation frame; 2, exempted frequent dismounting operation, because for climbing frame, once the assembling back just can be used to construct always and finished; 3, do not receive the restriction of depth of building; 4, manpower and material have been saved greatly; 5, safety factor has had improvement.Based on above these advantages, swift and violent development and popularization on present market, have been obtained.But still also there is following problem in existing climbing frame: 1, erection stage is various owing to parts, thereby causes the set-up time long, and effect is low, and also strengthens in the difficulty of the normal Check and Maintenance of schedule; 2, the operation in the descending operation stage is too complicated, causes recruitment too much; 3, the installation requirement precision of epicyclic components is high, running is inconvenient; 4, the performance of anti-drop device is not easy to site inspection, maintenance; 5, it is not fire-retardant to walk guidance tape, protective screening; 6, bottom lock property is poor; 7, horizontal frame receives the restriction of modulus specification, thereby has reduced the turnover utilization rate of horizontal frame, and the lifting suspension centre that has also restricted vertical framework simultaneously is in the peripheral flexible setting of structure; 8, overall safety factor is also waited to improve.
Summary of the invention
The purpose of the utility model embodiment is: a kind of attachment type raise scaffold is provided; Has installation, simple to operate; The epicyclic components precision prescribed is low, running is convenient, is easy to inspection, maintenance, and horizontal frame does not receive the high characteristics of restriction, safety factor of modulus specification.
A kind of attachment type raise scaffold that the utility model embodiment provides comprises horizontal truss, vertical main frame, attached wall bearing, spacing apical organ, promotes boatswain chair, motor hoist and ultra underload warning system; Said horizontal girder chord position is in the bottom of said attachment type raise scaffold; Said vertical main frame is divided under the vertical main frame in joint, the vertical main frame and saves on the joint and vertical main frame, and said vertical main frame to adopt flange and bolt to connect into respectively between the joint on joint and the vertical main frame in joint, the vertical main frame down as a whole; Said vertical main frame is erected on the said horizontal truss through the connection of " U " shape bolt; On the vertical direction of said vertical main frame, be welded with guide rail; Bottom at said vertical main frame also is equipped with away guidance tape, and the said guidance tape of walking is connected with body of wall through the protection turnover panel; Said lifting boatswain chair is installed on the following joint of said vertical main frame; Said lifting boatswain chair one end links to each other with said motor hoist through suspension hook, and the said lifting boatswain chair other end links to each other with said guide rail; One end of said attached wall bearing is fixed in said vertical main frame through spacing apical organ, and the other end of said attached wall support passes through bolt in body of wall; Said ultra underload warning system comprises alarm sensor, electric control box and controller; Said alarm sensor is installed on the bottom of said attached wall bearing; Said alarm sensor links to each other with said controller electricity with said electric control box.
Optional, said spacing apical organ is adjustable spacing apical organ.
Optional, an end of holding the said attached wall bearing of anti-fall interlock steel wire penetrating of said adjustable spacing apical organ links to each other with said motor hoist.
Optional, said adjustable spacing apical organ comprises top, adjustable screw mandrel, swivel nut and spring; Said top links to each other with said adjustable screw mandrel, and said adjustable screw mandrel links to each other with said swivel nut, and it is outside that said spring is positioned at said swivel nut.
Optional, said vertical main frame comprises and effluxes vertical rod and cross bar; Said effluxing inclined chord is set also between the vertical rod; Also be provided with anti-fall lever and cross bar fastener in the vertical rod said effluxing; The V-shaped groove of said top props up and withstands on the said anti-fall lever.
Optional, reinforcing bar row grid also are installed between said cross bar fastener; Also be provided with protective screening in the said vertical rod outside that effluxes.
Optional, the said guidance tape of walking is the diamond plate of hot rolling.
Optional, the said guidance tape of walking is connected with cantilevered plate; Said cantilevered plate flexibly connects through connecting hinge and said protection turnover panel; Said connection hinge is fixed on the said cantilevered plate through attack lock screw from merit.
Optional, said protection turnover panel bottom also is equipped with the turnover panel keel.
Optional, said horizontal truss is made up of horizontal cross bar and horizontal diagonal web member.
Therefore the technical scheme of application the utility model embodiment is welded on guide rail on the said vertical main frame; Thereby be integrated, thereby then reduced the link that track is mounted to said vertical main frame, thereby saved manpower with respect to prior art; The accident potential that has also avoided human error always to cause; In the process of also after dismounting, transporting, can not cause losing of material, improve the integral rigidity and the connectivity of said attachment type raise scaffold simultaneously yet; In the process of using, be difficult for deforming, and stressed being evenly distributed.Said vertical main frame is divided into upper, middle and lower three joints, connects into as a whole through flange and bolt then.Said attached wall bearing, spacing apical organ, anti-fall lever and anti-fall interlock wire rope are formed anti-drop system, and not only automatic anti-fall average distance is between 20-60mm, and simultaneously simple in structure, volume is little, be convenient to install, and the inspection and maintenance maintenance, safe and reliable.Simultaneously, the said guidance tape of walking is the diamond plate of hot rolling, has substituted traditional bamboo raft, plank, and is not only anti-skidding, also having the characteristics of the exhausted combustion of fire prevention simultaneously.Equally, for protective screening, adopt the zinc-coated wire braiding to form, substituted the big eye of traditional nylon close order king net and nylon net, protection intensity strengthens greatly, also has the characteristics of the exhausted combustion of fire prevention simultaneously.In addition, said ultra underload warning system, to said attachment type raise scaffold be respectively that load overloads, underload early warning and control, thereby guarantee integral elevating synchronous operation.Simultaneously, man-machine interface is clear, is convenient to operation supervise and control; Its signals collecting adopts single multiple twin shielding line and connects a plurality of test points, is connected with controller simultaneously, feeds back to computer then; The antijamming capability of its long-distance transmissions is strong, has exempted the multi-thread connection of job site multiple spot.
Description of drawings
Accompanying drawing described herein is used to provide the further understanding to the utility model, constitutes the application's a part, does not constitute the improper qualification to the utility model, in the accompanying drawings:
The structural representation of a kind of attaching scaffold that Fig. 1 provides for the utility model embodiment;
The structural representation of attached wall bearing in a kind of attaching scaffold that Fig. 2 provides for the utility model embodiment;
The structural representation of spacing apical organ in a kind of attaching scaffold that Fig. 3 provides for the utility model embodiment;
The structural representation of vertical main frame in a kind of attaching scaffold that Fig. 4 provides for the utility model embodiment;
The structural representation of protection turnover panel in a kind of attaching scaffold that Fig. 5 provides for the utility model embodiment;
The structural representation of protection turnover panel in a kind of attaching scaffold that Fig. 6 provides for the utility model embodiment;
The structural representation of ultra underload warning system in a kind of attaching scaffold that Fig. 7 provides for the utility model embodiment;
The structural representation of horizontal truss in a kind of attaching scaffold that Fig. 8 provides for the utility model embodiment.
The specific embodiment
To combine accompanying drawing and specific embodiment to specify the utility model below, be used for explaining the utility model in the illustrative examples and the explanation of this utility model, but not as the qualification to the utility model.
Embodiment:
Extremely shown in Figure 8 like Fig. 1; The described attachment type raise scaffold of the utility model; Comprise horizontal truss 1, vertical main frame 2, attached wall bearing 3, spacing apical organ 4, promote boatswain chair 5, electric lift 6 and ultra underload warning system; Said horizontal truss 1 is positioned at the bottom of said attachment type raise scaffold, is made up of horizontal cross bar 101 and horizontal web member 102, and the height of said horizontal truss 1 is 500mm.Said vertical main frame 2 is erected on the said horizontal truss 1 through the connection of " U " shape bolt; It is divided into save 201 on the vertical main frame, joint 202 and vertical main frame joint 203 down in the vertical main frame, and save 201 on the said vertical main frame, in the vertical main frame joint 202 and vertical main frame to adopt flange and bolt to connect into respectively between the joint 203 down as a whole; Said vertical main frame 2 comprises and effluxes vertical rod 204 and cross bar 205; Also be provided with inclined chord 206 between the vertical rod 204 said effluxing; Also be provided with anti-fall lever 207 and cross bar fastener 208 in the vertical rod 204 said effluxing; Reinforcing bar row grid 209 also are installed between said cross bar fastener 208, also are provided with zinc-coated wire protective screening 9 in said vertical rod 204 outsides that efflux; Said guide rail 7 is welded on the vertical direction of said vertical main frame 2 simultaneously; Thereby make that said guide rail 7 and said vertical main frame 2 are as a whole, thereby then reduced the link that track is mounted to said vertical main frame, thereby saved manpower with respect to prior art; Also avoided the accident potential of human error assembly; In the process of also after dismounting, transporting, can not cause losing of material, improve the integral rigidity and the connectivity of said attachment type raise scaffold simultaneously yet; In the process of using, be difficult for deforming, and stressed being evenly distributed.
The bottom of said vertical main frame 2 also is equipped with away guidance tape 8, and the said guidance tape 8 of walking is the diamond plate of hot rolling, has substituted traditional bamboo raft, plank, and is not only anti-skidding, also having the characteristics of the exhausted combustion of fire prevention simultaneously.The said guidance tape 8 of walking is connected with body of wall through protection turnover panel 11; The said guidance tape 8 of walking is connected with cantilevered plate 10; Said cantilevered plate 10 flexibly connects with said protection turnover panel 11 through connecting hinge 12; Said connection hinge 12 is fixed on the said cantilevered plate 10 through self tapping lock screw 13, and said protection turnover panel 11 bottoms also are equipped with turnover panel keel 14.Above structure finally makes saidly walks that guidance tape 8 is firm more, safety.One end of said attached wall bearing 3 is fixed on the said vertical main frame 2 through said spacing apical organ 4, and the other end of said attached wall bearing 3 passes through bolt in body of wall.Said spacing apical organ 4 is adjustable spacing apical organ; Comprise top 401, adjustable screw mandrel 402, swivel nut 403 and spring 404; Said top 401 1 ends have V-shaped groove, prop up to withstand on the said anti-fall lever 207, and said top 401 other ends link to each other with said adjustable screw mandrel 402; Said adjustable screw mandrel 402 links to each other with said swivel nut 403, and said swivel nut 403 links to each other with said bolt 403; Said spring 404 is positioned at said swivel nut 403 outsides.Said lifting boatswain chair 5 is installed with said vertical main frame and is saved down on 203, and an end links to each other with said motor hoist 6 through suspension hook, and the other end links to each other with said guide rail 7.An end of holding the said attached wall bearing 3 of anti-fall interlock steel wire penetrating of said adjustable spacing apical organ links to each other with said motor hoist 6.
Said attached wall bearing 3, spacing apical organ 4, anti-fall baffle plate 207 are formed anti-drop devices, and at ascent stage, said adjustable spacing apical organ relies on guide rail 7 all the time and play anti-fall effect at any time under spring 404 power effects.In the decline process, said anti-fall wire rope is strained adjustable spacing apical organ and is left guide rail 7, and the rigging bolt of then said anti-fall wire rope lower end is hooked on the motor hoist 6, and the support body that normally landing process is positioned on the said vertical main frame 2 can descend smoothly.When said support body breaks down; When said motor hoist 6 is weightless; Then said anti-fall wire rope triggers loosening, and adjustable spacing apical organ relies on guide rail 7 in effect following moment of back-moving spring 404, and top 401 gets between the anti-fall lever 207 withstands anti-fall pin 207; Thereby the firm said support body that makes stops gliding, and reaches the purpose of falling stop.Prove through test of many times, brake anti-fall average distance between 20-60mm, meet the demands.This anti-drop device is simple in structure, easy mounting, is convenient to inspection and maintenance maintenance, and is safe and reliable.Said anti-drop device is simple, is convenient to operation, is convenient to maintaining, highlights being prone to observe operating position, reduces the accident potential that workman's maloperation is brought greatly.What is more important; Little, the low cost of manufacture of this device volume, same seat in the plane is installed quantity and is multiplied, and has effectively guaranteed the probability that anti-drop device plays a role under the state of weightlessness; Multiple anti-fall, disperse of the damage of anti-fall transmitted load to building, and then guarantee support body and building safety.
Said ultra underload warning system comprises alarm sensor 15, electric control box 16 and controller 17, and said controller 17 and be connected with computer is then clear at the display interface of computer, is convenient to operation, monitoring.Said ultra underload warning system is based on bus-type RS485 structure, can monitor 25 road signals simultaneously by 1～25 paths sensor, system, and the numerical value of demarcating according to each passage dynamically shows, early warning and control.When one tunnel and one road above channel load reached immediately alarming value, the relay work of system controller 17 (often open and become normally closed) started auxiliary reclay and cuts off main control loop, ensures security of operation.It runs into abnormal conditions, then can send warning, mainly is divided into three kinds: (1) is lost and carried value warning (SR1): when load in each passage carried alarming value less than mistake, this passage iversion controller and main control computer sent interrupted chimes of doom (short sound), demonstration weight weight; (2) overload value is reported to the police (SR2): when maximum load reached specified alarming value in each passage, this passage iversion controller and main control computer sent interrupted chimes of doom (long sound), show weight weight; (3) the overload limits value is reported to the police (SR3): when arbitrary channel load reaches overload restriction alarming value; This passage iversion controller and main control computer send continuous chimes of doom; And 1 second internal controller 17 relay output switching signal cut off main control loop, show each channel status when cutting off on the computer.
The top of said vertical main frame 3 can also be provided with extension bar 18, is used for increasing the height of said attachment type raise scaffold.
More than technical scheme that the utility model embodiment is provided carried out detailed introduction; Used concrete example among this paper principle and the embodiment of the utility model embodiment are set forth, the explanation of above embodiment only is applicable to the principle that helps to understand the utility model embodiment; Simultaneously, for one of ordinary skill in the art, according to the utility model embodiment, the part that on the specific embodiment and range of application, all can change, in sum, this description should not be construed as the restriction to the utility model.
Claims (10)
1. attachment type raise scaffold is characterized in that:
Comprise horizontal truss, vertical main frame, attached wall bearing, spacing apical organ, promote boatswain chair, motor hoist and ultra underload warning system;
Said horizontal girder chord position is in the bottom of said attachment type raise scaffold;
Said vertical main frame is divided under the vertical main frame in joint, the vertical main frame and saves on the joint and vertical main frame, and said vertical main frame to adopt flange and bolt to connect into respectively between the joint on joint and the vertical main frame in joint, the vertical main frame down as a whole;
Said vertical main frame is erected on the said horizontal truss through the connection of " U " shape bolt;
On the vertical direction of said vertical main frame, be welded with guide rail;
Bottom at said vertical main frame also is equipped with away guidance tape, and the said guidance tape of walking is connected with body of wall through the protection turnover panel;
Said lifting boatswain chair is installed on the following joint of said vertical main frame;
Said lifting boatswain chair one end links to each other with said motor hoist through suspension hook, and the said lifting boatswain chair other end links to each other with said guide rail;
One end of said attached wall bearing is fixed in said vertical main frame through spacing apical organ, and the other end of said attached wall carrier base passes through bolt in body of wall;
Said ultra underload warning system comprises alarm sensor, electric control box and controller;
Said alarm sensor is installed on the bottom of said attached wall bearing;
Said alarm sensor links to each other with said controller electricity with said electric control box.
2. to remove to ask 1 described attachment type raise scaffold according to right, it is characterized in that:
Said spacing apical organ is adjustable spacing apical organ.
3. attachment type raise scaffold according to claim 2 is characterized in that:
An end of holding the said attached wall bearing of anti-fall interlock steel wire penetrating of said adjustable spacing apical organ links to each other with said motor hoist.
4. according to claim 2 or 3 described attachment type raise scaffolds, it is characterized in that:
Said adjustable spacing apical organ comprises top, adjustable screw mandrel, swivel nut and spring;
Said top links to each other with said adjustable screw mandrel, and said adjustable screw mandrel links to each other with said swivel nut;
It is outside that said spring is positioned at said swivel nut.
5. attachment type raise scaffold according to claim 4 is characterized in that:
Said vertical main frame comprises and effluxes vertical rod and cross bar;
Said effluxing inclined chord is set also between the vertical rod;
Also be provided with anti-fall lever and cross bar fastener in the vertical rod said effluxing;
The V-shaped groove of said top props up and withstands on the said anti-fall lever.
6. attachment type raise scaffold according to claim 5 is characterized in that:
Reinforcing bar row grid also are installed between said cross bar fastener;
Also be provided with protective screening in the said vertical rod outside that effluxes.
7. attachment type raise scaffold according to claim 6 is characterized in that:
The said guidance tape of walking is the diamond plate of hot rolling.
8. according to claim 1 or 7 described attachment type raise scaffolds, it is characterized in that:
The said guidance tape of walking is connected with cantilevered plate;
Said cantilevered plate flexibly connects through connecting hinge and said protection turnover panel;
Said connection hinge is through being fixed on the said cantilevered plate from the merit lock screw.
9. attachment type raise scaffold according to claim 8 is characterized in that:
Said protection turnover panel bottom also is equipped with the turnover panel keel.
10. attachment type raise scaffold according to claim 1 is characterized in that:
Said horizontal truss is made up of horizontal cross bar and horizontal diagonal web member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220187354 CN202627466U (en) | 2012-04-27 | 2012-04-27 | Adhesion type lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220187354 CN202627466U (en) | 2012-04-27 | 2012-04-27 | Adhesion type lifting scaffold |
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| Publication Number | Publication Date |
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| CN202627466U true CN202627466U (en) | 2012-12-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201220187354 Expired - Fee Related CN202627466U (en) | 2012-04-27 | 2012-04-27 | Adhesion type lifting scaffold |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103375023A (en) * | 2012-04-27 | 2013-10-30 | 广州市达蒙建筑技术有限公司 | Attached type lifting scaffold |
| CN103422663A (en) * | 2013-01-25 | 2013-12-04 | 成都嘉泽正达科技有限公司 | Adhesive lifting scaffold |
| CN104153561A (en) * | 2014-08-26 | 2014-11-19 | 广东建星建筑设备有限公司 | Template climbing falling preventing system |
| CN104878918A (en) * | 2015-06-29 | 2015-09-02 | 武汉天蝎建筑装备有限公司 | Rock-climbing type robot protective screen |
| CN108547440A (en) * | 2018-05-18 | 2018-09-18 | 重庆睿豪科技发展有限公司 | Lifting device for scaffold for building |
| CN111395726A (en) * | 2020-03-30 | 2020-07-10 | 淮安市博彦土木工程科学研究院有限公司 | Method for erecting lifting platform for layered construction |
| CN112127622A (en) * | 2020-09-17 | 2020-12-25 | 四川大太阳建筑科技有限公司 | Safety lifting warning bell climbing frame |
-
2012
- 2012-04-27 CN CN 201220187354 patent/CN202627466U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103375023A (en) * | 2012-04-27 | 2013-10-30 | 广州市达蒙建筑技术有限公司 | Attached type lifting scaffold |
| CN103422663A (en) * | 2013-01-25 | 2013-12-04 | 成都嘉泽正达科技有限公司 | Adhesive lifting scaffold |
| CN103422663B (en) * | 2013-01-25 | 2016-02-24 | 成都嘉泽正达科技有限公司 | Attached lift scaffold |
| CN104153561A (en) * | 2014-08-26 | 2014-11-19 | 广东建星建筑设备有限公司 | Template climbing falling preventing system |
| CN104153561B (en) * | 2014-08-26 | 2016-09-07 | 广东建星建筑设备有限公司 | Template is climbed drop preventer |
| CN104878918A (en) * | 2015-06-29 | 2015-09-02 | 武汉天蝎建筑装备有限公司 | Rock-climbing type robot protective screen |
| CN108547440A (en) * | 2018-05-18 | 2018-09-18 | 重庆睿豪科技发展有限公司 | Lifting device for scaffold for building |
| CN108547440B (en) * | 2018-05-18 | 2020-03-20 | 重庆工业职业技术学院 | Scaffold lifting device for building |
| CN111395726A (en) * | 2020-03-30 | 2020-07-10 | 淮安市博彦土木工程科学研究院有限公司 | Method for erecting lifting platform for layered construction |
| CN112127622A (en) * | 2020-09-17 | 2020-12-25 | 四川大太阳建筑科技有限公司 | Safety lifting warning bell climbing frame |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUANGZHOU DAMON SECURITY TECHNOLOGY CO., LTD. Free format text: FORMER NAME: DAMENG ARCHITECHTURAL TECHNOLOGY CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: Tianhe District Sports West Guangzhou city Guangdong province 510620 six Street No. 17 room 407 Patentee after: GUANGZHOU DAMON SECURITY TECHNOLOGY CO., LTD. Address before: Tianhe District Sports West Guangzhou city Guangdong province 510620 six Street No. 17 room 407 Patentee before: Guangzhou Dameng Building Technology Co., Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121226 Termination date: 20150427 |
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| EXPY | Termination of patent right or utility model |