CN202810177U - Attached lift scaffold - Google Patents
Attached lift scaffold Download PDFInfo
- Publication number
- CN202810177U CN202810177U CN 201220517797 CN201220517797U CN202810177U CN 202810177 U CN202810177 U CN 202810177U CN 201220517797 CN201220517797 CN 201220517797 CN 201220517797 U CN201220517797 U CN 201220517797U CN 202810177 U CN202810177 U CN 202810177U
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- CN
- China
- Prior art keywords
- truss
- attached
- main frame
- lift scaffold
- leger
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses an attached lift scaffold characterized by comprising a main frame, a horizontal bearing truss, a wall-attached supporting base, a loading sensor, an electric hoist, and a corridor deformation-resistant inclined rod, wherein the main frame is directly connected with the horizontal bearing truss, the bottom of the horizontal bearing truss is provided with the corridor deformation-resistant inclined rod, the wall-attached supporting base and the electric hoist are attached to the main frame, and the loading sensor is disposed above the electric hoist. The attached lift scaffold improves the mechanical construction level of the scaffold, lowers dangers of aloft setting work in building construction, conforms to people-oriented and scientific development ideas, saves a large amount of steel and cost of manual setting, lowers construction cost, and conforms to the economic development theory of saving and consumption reduction advocated by China.
Description
Technical field
The utility model relates to a kind of attached lift scaffold.
Background technology
Since the reform and opening-up, China's construction market develops rapidly, in each big or middle city, the whole nation, highrise building is more and more, becomes gradually the chief component of Urban Building Construction, yet along with the development of building construction technology, requirement to the lifting false work technology is also more and more higher, how can improve high-building construction speed, to reduce production costs, make lifting false work have significant economic benefit, be worth our thinking.
Summary of the invention
For solving above-mentioned existing shortcoming, main purpose of the present utility model is to provide a kind of attached lift scaffold of practicality, improved the mechanized construction level of scaffold, reduced the danger that the building operations high and medium is set up operation, met that people-oriented, the thought of scientific development; Can save great deal of steel on the other hand, and manually set up expense, reducing construction cost meets the advocate thriftiness economic development theory of consumption reduction of China.
For reaching above-described purpose, attached lift scaffold of the present utility model is taked following technical scheme:
A kind of attached lift scaffold, it is characterized in that, it comprises main frame, horizontal supporting truss, wall-attached supporting seat, load transducer, electric block and gallery anti-deformation brace, described main frame directly connects the horizontal supporting truss, described horizontal supporting truss bottom arranges gallery anti-deformation brace, described wall-attached supporting seat and electric block are attached on the main frame, and the electric block top arranges load transducer.
Described attached lift scaffold adopts automatic control system.
Described horizontal supporting truss comprises under truss vertical rod, truss leger, the little cross bar of truss, truss diagonal web member and the main frame and saving, described truss vertical rod is connected with the truss leger, joint is connected cross bar and is connected under truss leger and the main frame with truss, and vertical rod is connected the truss diagonal web member with truss with the truss leger.
Described wall-attached supporting seat comprises that base-plate, support beam, bearing diagonal brace, dust excluding plate, overturning-preventing are to frame and catching device, described base-plate is connected with support beam, bearing diagonal brace, the other end of support beam arranges overturning-preventing to frame and catching device, and the catching device top arranges dust excluding plate.
Adopt as above the utility model of technical scheme, have following beneficial effect:
Improved the mechanized construction level of scaffold, reduced the danger that the building operations high and medium is set up operation, met that people-oriented, the thought of scientific development; Can save great deal of steel on the other hand, and manually set up expense, reducing construction cost meets the advocate thriftiness economic development theory of consumption reduction of China.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is horizontal supporting trussed construction schematic diagram of the present utility model;
Fig. 3 is wall-attached supporting seat structural representation of the present utility model;
Fig. 4 is catching device structural representation of the present utility model;
Fig. 5 is Simultaneous Load device schematic diagram of the present utility model;
Fig. 6 is support body lifting duty construction schematic diagram of the present utility model;
Fig. 7 is support body static structure connection diagram of the present utility model;
Fig. 8 is circuit theory diagrams of the present utility model.
The specific embodiment
In order to further specify the utility model, further describe below in conjunction with accompanying drawing:
As shown in Figure 1, a kind of attached lift scaffold of the present utility model, comprise main frame 1, horizontal supporting truss 2, wall-attached supporting seat 3, load transducer 4, electric block 5 and gallery anti-deformation brace 6, main frame 1 is used for link inside and outside row overall structure, directly connect horizontal supporting truss 2, horizontal supporting truss 2 bottoms arrange gallery anti-deformation brace 6, and wall-attached supporting seat 3 and electric block 5 are attached on the main frame, and electric block 5 tops arrange load transducer 4.Guarantee support body load is delivered on the wall-attached supporting seat 3 fully at any Construction State, main frame 1 guide rail guarantees the reliable holding card of support body anti-tilt device, guarantee that simultaneously support body is in the vertical linearity slippage of jacking condition, main frame 1 is the one chip steel work, has that lightweight, simple in structure, power transmission is reliable, line distinguishing feature easy for installation.
As shown in Figure 2, horizontal supporting truss 2 is basic guarantee systems of the horizontal rigidity of support body framework and resistance to overturning, mainly directly connected to form by joint 11 under brace vertical rod 7, gallery anti-deformation brace 6, truss leger 8, the little cross bar 9 of truss, truss diagonal web member 10 and the main frame, truss vertical rod 7 is connected with truss leger 8, joint 11 is connected cross bar 9 and is connected under truss leger 8 and the main frame with truss, truss diagonal web member 10 and truss leger 8 with truss vertical rod are connected and are connected.All component is with bolts, horizontal supporting truss 6 directly is connected with main frame 1, one group of main frame 1 vertical rod that the suspension centre place is public has increased stiffness and the overall structure performance of support body greatly, has reduced the difficulty of construction of line construction, improved installation rate, used component standardization production, the modularization layout has been guaranteed the construction drawing simplicity of design, one line is quick and easy for installation, has obviously reduced the error probability that a line is installed.
As shown in Figure 3, wall-attached supporting seat 3 comprises that base-plate 12, support beam 14, bearing diagonal brace 17, dust excluding plate 13, overturning-preventing are to frame 15 and catching device 16, base-plate 12 is connected with support beam 14, bearing diagonal brace 17, the other end of support beam 14 arranges overturning-preventing to frame 15 and catching device 16, and catching device 16 tops arrange dust excluding plate 13.Wall-attached supporting seat 3 is mainly used to adhere to support body, suspension power system, anti-tilt device is installed, and transmits construction and lifting operating loading, the effect that the catching device shock loading is transmitted.Wall-attached supporting seat is 3 lightweight, rigidity large, it is simple to install and integrate unloading, anti-dumping, anti-fall, and line construction needs the pre-buried deviation of control large, has guaranteed the operability of line construction.
As shown in Figure 4, when support body promoted, the electric block tension pressed down reaction spring, suspension rod is drop-down with the catching device pull rope at present for this, catching device is opened, and when electric block fell because stressed excessive or improper use causes chain breakage to produce, reaction spring fell after rise rapidly.The catching device pull rope rises, and catching device directly imports the guide rail medial launder and blocks the guide rail stull, finishes braking.
As shown in Figure 5, each a seat in the plane Simultaneous Load sensor of configuration and a display, master control case display shows that all promote the payload data of seat in the plane, when sensor load surpassed rated load 15%, controller was reported to the police, master controller buzzing prompting, when load surpasses rated load 30%, 0.3 second, the master control outage, lifting stops action.
As shown in Figure 6, when support body is in the lifting operating mode, anti-drop device uses torsion spring plugging principle, electric hoist is moved upper hanger, the reaction spring pressurized, and upper hanger moves down, upper hanger drives haulage cable and moves down, wire rope pulling catching device swings clockwise, and this moment, preventer was opened normally lifting of support body.When dynamic failure or chain breakage, reaction spring quicks rebound, and upper hanger upwards send, and the reduction torsion spring on the catching device is counteragent simultaneously, and this moment, the catching device counter-clockwise swing blocked the middle braking cross bar of guide rail, finished braking.
As shown in Figure 7, support body promotes complete, and three unloading load-bearing supportings are installed, and each bearing is all installed the anti-dumping inverting device.
As shown in Figure 8, automatic control system can be finished elevating control, Payload Monitoring And Control, whole tasks that Synchronization Control and data show and load records.Control system mainly contains load transducer, unit controller, equipment data acquisition analyzing, seizure display system and control system 5 parts form, Synchronization Control uses the correlation of lifted load and lifting rotating speed to finish comparing, and speed accurately judged, display interface can accurately show the accurate payload data of each lifting seat in the plane, show simultaneously and send overload overload prompting, guarantee that support body is 5mm in the Synchronization Control error of 2m stroke.Overload and overload control reaction time are 0.5s, and maximum hoist figure place is 50.
Claims (4)
1. attached lift scaffold, it is characterized in that, it comprises main frame, horizontal supporting truss, wall-attached supporting seat, load transducer, electric block and gallery anti-deformation brace, described main frame directly connects the horizontal supporting truss, described horizontal supporting truss bottom arranges gallery anti-deformation brace, described wall-attached supporting seat and electric block are attached on the main frame, and the electric block top arranges load transducer.
2. a kind of attached lift scaffold according to claim 1 is characterized in that, described attached lift scaffold adopts automatic control system.
3. a kind of attached lift scaffold according to claim 1, it is characterized in that, described horizontal supporting truss comprises under truss vertical rod, truss leger, the little cross bar of truss, truss diagonal web member and the main frame and saving, described truss vertical rod is connected with the truss leger, joint is connected cross bar and is connected under truss leger and the main frame with truss, and vertical rod is connected the truss diagonal web member with truss with the truss leger.
4. a kind of attached lift scaffold according to claim 1, it is characterized in that, described wall-attached supporting seat comprises that base-plate, support beam, bearing diagonal brace, dust excluding plate, overturning-preventing are to frame and catching device, described base-plate is connected with support beam, bearing diagonal brace, the other end of support beam arranges overturning-preventing to frame and catching device, and the catching device top arranges dust excluding plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220517797 CN202810177U (en) | 2012-10-11 | 2012-10-11 | Attached lift scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220517797 CN202810177U (en) | 2012-10-11 | 2012-10-11 | Attached lift scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202810177U true CN202810177U (en) | 2013-03-20 |
Family
ID=47869083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220517797 Expired - Fee Related CN202810177U (en) | 2012-10-11 | 2012-10-11 | Attached lift scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202810177U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484485A (en) * | 2016-01-14 | 2016-04-13 | 中亿丰建设集团股份有限公司 | Attached lifting scaffold |
| CN112125244A (en) * | 2020-09-30 | 2020-12-25 | 中国核工业华兴建设有限公司 | Working platform capable of ascending and descending along arc dome and installation method thereof |
-
2012
- 2012-10-11 CN CN 201220517797 patent/CN202810177U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105484485A (en) * | 2016-01-14 | 2016-04-13 | 中亿丰建设集团股份有限公司 | Attached lifting scaffold |
| CN112125244A (en) * | 2020-09-30 | 2020-12-25 | 中国核工业华兴建设有限公司 | Working platform capable of ascending and descending along arc dome and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130320 Termination date: 20141011 |
|
| EXPY | Termination of patent right or utility model |