CN204001648U - Column multiple layer up-down scaffold device - Google Patents
Column multiple layer up-down scaffold device Download PDFInfo
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- CN204001648U CN204001648U CN201420458308.6U CN201420458308U CN204001648U CN 204001648 U CN204001648 U CN 204001648U CN 201420458308 U CN201420458308 U CN 201420458308U CN 204001648 U CN204001648 U CN 204001648U
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Abstract
The utility model discloses a kind of column multiple layer up-down scaffold device, mainly solve in prior art, exist can not be simultaneously the construction delay that brings of main body to building and external wall construction, cause damage to owner, building integral construction cost increases and uses nacelle construction to have the problem of potential safety hazard.This one column multiple layer up-down scaffold device, comprise steel platform, multiple described columns are evenly arranged on the surrounding of building, be provided with multiple steel platforms along the axial intermittence of described column, the multiple described steel platform head and the tail of same level are connected to form around the described building integral steel platform of a week, on each described steel platform, be equipped with hoist, the described column at each described hoist and described hoist place is in transmission connection.By such scheme, the utility model has reached main body and the external wall construction to building simultaneously, has shortened total engineering time of engineering, has reduced the construction cost of building integral.
Description
Technical field
The utility model relates to a kind of lifting false work, specifically, relates to a kind of column multiple layer up-down scaffold device.
Background technology
Lifting false work refers to be set up certain altitude and is attached in engineering structures, rely on self jacking equipment and device, can successively climb or decline with engineering structures, be the conventional equipment of existing building engineering construction, the nacelle constructions that adopt in decoration of exterior wall and exterior wall installation process more.
Use at present lifting false work and nacelle construction to have following defect: the first, in existing high building project, because outrigger fails to remove in time, have influence on total gentle garden engineering construction, postpone engineering and hand over the time, cause very big loss to owner; Second, the nacelle constructions that adopt in decoration of exterior wall and exterior wall installation process more, in work progress, can form interspersed operation with total gentle garden engineering construction, so not only constructor is easily subject to the collision of other equipment in interspersed operation, and be prone to and in hanging basket, fall thing and go down, pound and hurt sb.'s feelings or the situation of other equipment; The 3rd, if adopt existing lifting false work just to start exterior wall finishing construction after building main body construction completes, also need to wait until after all main body constructions complete and could construct even if substrustion main body reaches the condition of exterior wall finishing construction, can not construct simultaneously, to make construction delay, and then increase the construction cost of building integral.
Utility model content
The purpose of this utility model is to provide a kind of column multiple layer up-down scaffold device, mainly solve in prior art, exist can not be simultaneously the construction delay that brings of main body to building and external wall construction, cause damage to owner, building integral construction cost increases and uses nacelle construction to have the problem of potential safety hazard.
To achieve these goals, the technical solution adopted in the utility model is as follows:
A kind of column multiple layer up-down scaffold device, comprise steel platform, multiple described columns are evenly arranged on the surrounding of building, be provided with multiple steel platforms along the axial intermittence of described column, the multiple described steel platform head and the tail of same level are connected to form around the described building integral steel platform of a week, and described steel platform is provided with the hoist that can drive steel lifting platform; Make the utility model can be in different steel platforms and the integral steel platform exterior wall finishing to superstructure main body and substrustion and exterior wall installation simultaneously.
Further, described column surrounding is equipped with the bar generating gear along described column axial restraint, the length of described generating gear is not less than the height of described column, described hoist is provided with multiple motor, in the rotating shaft of each described motor, be all fixed with travelling gear, described travelling gear is meshed with described generating gear.
Further, the outside of described integral steel platform is fixed with the first peripheral scaffold, and the surrounding of described steel platform is provided with the second peripheral scaffold, and described the first peripheral scaffold and described the second peripheral scaffold are multi-layer scaffold; The first peripheral scaffold and the second peripheral scaffold all shield to constructor, prevent that the situation that work progress, thing drop from occurring simultaneously.
Particularly, the bottom of described column is fixed on ground by pre-embedded bolt, and described column is made up of multiple hoist standard knots, and all described hoist standard knots are mutually permanently connected successively by bolt; Make the utility model need to be on building pre-buried a large amount of built-in fitting, reduce building operations cost.
More specifically, be evenly provided with multiple attached wall support columns on described column, one end of described attached wall support column is connected with described column, and the other end of described attached wall support column is connected with the building storey platform of described building.
Further, described hoist comprises riser, operation platform and multiple motor, described motor is fixed on described riser, the rotating shaft of described motor is connected with described travelling gear through described riser, the bottom of described riser is arranged on described operation platform, and near described column, the both sides of described operation platform are equipped with connecting rod, one end of two described connecting rods is connected with the top of described riser two sides respectively, and the other end of two described connecting rods is connected with the two sides of described operation platform respectively.
Further, on each described hoist standard knot, be equipped with fixed gear chaining part, one end of described fixed gear chaining part is fixed on described column, the other end of described fixed gear chaining part is connected with described generating gear, and described operation platform is slidably connected with described column by operation platform fixture; Fixed gear chaining part and operation platform fixture make the utility model work safety and reliability.
Compared with prior art, the utlity model has following beneficial effect:
(1) different steel platform and integral steel platform in the utility model, can make the constructor's exterior wall finishing to superstructure main body and substrustion and exterior wall installation simultaneously.
(2) the utility model exterior wall finishing to superstructure main body and substrustion and exterior wall installation simultaneously; the first peripheral scaffold and the second peripheral scaffold all shield to constructor; prevent work progress simultaneously; the situation that thing drops occurs, and makes the utility model avoid tradition to the potential safety hazard that uses hanging basket to bring in the decoration of exterior wall of building and exterior wall installation process.
(3) the utility model main body and external wall construction to building simultaneously, does not affect the construction in total flat gardens, has shortened total engineering time of engineering, can fulfil and pay owner ahead of schedule, can not bring loss to owner, has reduced the construction cost of building integral.
(4) in the utility model, fixed gear chaining part and operation platform fixture make the utility model work safety and reliability.
(5) in the utility model, be support system of the present utility model by the fixing column of pre-embedded bolt, make the utility model need to be on building pre-buried a large amount of built-in fitting, reduce building operations cost.
Brief description of the drawings
Fig. 1 is plan structure schematic diagram of the present utility model.
Fig. 2 is the utility model A-A cross-sectional view.
Fig. 3 is the syndeton schematic diagram of hoist and column in the utility model.
In above-mentioned accompanying drawing, the component names that Reference numeral is corresponding is as follows:
1-building, 2-attached wall support column, 3-hoist, the peripheral scaffold of 4-first, 5-integral steel platform, 6-building storey platform, 7-column, 8-hoist standard knot, 9-bar generating gear, 11-steel platform, the peripheral scaffold of 12-second, 13-fixed gear chaining part, 14-travelling gear, 15-operation platform fixture 16-riser, 17-operation platform, 18-connecting rod, 19-motor.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail, and embodiment of the present utility model includes but not limited to the following example.
Embodiment
As depicted in figs. 1 and 2, a kind of column multiple layer up-down scaffold device, comprise steel platform 11, multiple columns 7 are evenly arranged on the surrounding of building 1, be provided with multiple steel platforms 11 along the axial intermittence of column 7, multiple steel platforms 11 head and the tail of same level are connected to form around the building integral steel platform of 1 one weeks 5, and steel platform 11 is provided with the hoist 3 that can drive 11 liftings of steel platform; Column 7 surroundings are equipped with along the bar generating gear 9 of column 7 axial restraints, the length of bar generating gear 9 is not less than the height of column 7, hoist 3 is provided with multiple motor 19, is all fixed with travelling gear 14 in the rotating shaft of each motor 19, and travelling gear 14 is meshed with bar generating gear 9; The outside of integral steel platform 5 is fixed with the first peripheral scaffold 4, and the surrounding of steel platform 11 is provided with the peripheral scaffold 4 of the second peripheral scaffold 12, the first and the second peripheral scaffold 12 is multi-layer scaffold; The bottom of column 7 is fixed on ground by pre-embedded bolt, and column 7 is made up of multiple hoist standard knots 8, and all hoist standard knots 8 are mutually permanently connected successively by bolt; On column 7, be evenly provided with multiple attached wall support columns 2, one end of attached wall support column 2 is connected with column 7, and the other end of attached wall support column 2 is connected with the building storey platform 6 of building 1.
As shown in Figure 3, hoist 3 comprises riser 16, operation platform 17 and multiple motor 19, motor 19 is fixed on riser 16, the rotating shaft of motor 19 is connected with travelling gear 14 through riser 16, the bottom of riser 16 is arranged on operation platform 17, and near column 7, the both sides of operation platform 17 are equipped with connecting rod 18, one end of two connecting rods 18 is connected with the top of riser 16 two sides respectively, and the other end of two connecting rods 18 is connected with the two sides of operation platform 17 respectively; On each hoist standard knot 8, be equipped with fixed gear chaining part 13, one end of fixed gear chaining part 13 is fixed on column 7, the other end of fixed gear chaining part 13 is connected with bar generating gear 9, and operation platform 17 is slidably connected with column 7 by operation platform fixture 15.
The utility model principle is as follows:
In building construction process, constructor first arranges column 7 in the surrounding of building 1, by the mode vertical columns 7 of pre-embedded bolt, on column 7, assemble steel platform 11, the steel platform 11 of same level interconnects composition around the building integral steel platform of 1 one weeks 5, on column 7, be also provided with multiple independent steel platforms 11, constructor is by controlling the motor 19 of hoist 3 on steel platform 11 and integral steel platform 5, realize the lifting of steel platform 11 and integral steel platform 5, constructor can construct to building 1 main body and exterior wall on steel platform 11 and integral steel platform 5 simultaneously, the first peripheral scaffold 4 and the second peripheral scaffold 12 all shield to constructor, prevent work progress simultaneously, the situation that thing drops occurs, building 1 main body and exterior wall are constructed simultaneously and can have been shortened total engineering time of engineering, can fulfil and pay owner ahead of schedule, can not bring loss to owner, reduce the construction cost of building integral, fixed gear chaining part 13 and operation platform fixture 15 make hoist 3 better with being connected of column 7, make the utility model work safety and reliability.
According to above-described embodiment, just can realize well the utility model.
Claims (7)
1. a column multiple layer up-down scaffold device, it is characterized in that: comprise steel platform (11), multiple described columns (7) are evenly arranged on the surrounding of building (1), be provided with multiple steel platforms (11) along the axial intermittence of described column (7), multiple described steel platform (11) head and the tail of same level are connected to form around the described building integral steel platform (5) of (1) a week, and described steel platform (11) is provided with the hoist (3) that can drive steel platform (11) lifting.
2. column multiple layer up-down scaffold device according to claim 1, it is characterized in that: described column (7) surrounding is equipped with along the bar generating gear (9) of described column (7) axial restraint, the length of described generating gear (9) is not less than the height of described column (7), described hoist (3) is provided with multiple motor (19), in the rotating shaft of each described motor (19), be all fixed with travelling gear (14), described travelling gear (14) is meshed with described generating gear (9).
3. column multiple layer up-down scaffold device according to claim 1, it is characterized in that: the outside of described integral steel platform (5) is fixed with the first peripheral scaffold (4), the surrounding of described steel platform (11) is provided with the second peripheral scaffold (12), and described the first peripheral scaffold (4) and described the second peripheral scaffold (12) are multi-layer scaffold.
4. column multiple layer up-down scaffold device according to claim 1, it is characterized in that: the bottom of described column (7) is fixed on ground by pre-embedded bolt, described column (7) is made up of multiple hoist standard knots (8), and all described hoist standard knots (8) are mutually permanently connected successively by bolt.
5. column multiple layer up-down scaffold device according to claim 1, it is characterized in that: on described column (7), be evenly provided with multiple attached wall support columns (2), one end of described attached wall support column (2) is connected with described column (7), and the other end of described attached wall support column (2) is connected with the building storey platform (6) of described building (1).
6. column multiple layer up-down scaffold device according to claim 1, it is characterized in that: described hoist (3) comprises riser (16), operation platform (17) and multiple motor (19), described motor (19) is fixed on described riser (16), the rotating shaft of described motor (19) is connected with described travelling gear (14) through described riser (16), the bottom of described riser (16) is arranged on described operation platform (17), and near described column (7), the both sides of described operation platform (17) are equipped with connecting rod (18), one end of two described connecting rods (18) is connected with the top of described riser (16) two sides respectively, the other end of two described connecting rods (18) is connected with the two sides of described operation platform (17) respectively.
7. according to the column multiple layer up-down scaffold device described in claim 4 or 6, it is characterized in that: on each described hoist standard knot (8), be equipped with fixed gear chaining part (13), one end of described fixed gear chaining part (13) is fixed on described column (7), the other end of described fixed gear chaining part (13) is connected with described generating gear (9), and described operation platform (17) is slidably connected with described column (7) by operation platform fixture (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420458308.6U CN204001648U (en) | 2014-08-14 | 2014-08-14 | Column multiple layer up-down scaffold device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420458308.6U CN204001648U (en) | 2014-08-14 | 2014-08-14 | Column multiple layer up-down scaffold device |
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| Publication Number | Publication Date |
|---|---|
| CN204001648U true CN204001648U (en) | 2014-12-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420458308.6U Expired - Fee Related CN204001648U (en) | 2014-08-14 | 2014-08-14 | Column multiple layer up-down scaffold device |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672640A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Single-guide-frame multi-stage lifting work platform and construction method thereof |
| CN105672642A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Dual-guide-frame multistage lifting working platform with adjustable gaps and construction method thereof |
| CN105672641A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Double-guide-frame multi-stage synchronous lifting working platform and construction method thereof |
| CN105715030A (en) * | 2016-03-11 | 2016-06-29 | 上海建工集团股份有限公司 | Single-guide-frame multi-stage lifting working platform with adjustable spacing and length and construction method for single-guide-frame multi-stage lifting working platform |
| CN105715031A (en) * | 2016-03-11 | 2016-06-29 | 上海建工集团股份有限公司 | Double-guide-frame multi-stage lifting working platform with adjustable spacing and length and construction method for double-guide-frame multi-stage lifting working platform |
| CN105781091A (en) * | 2016-03-11 | 2016-07-20 | 上海建工集团股份有限公司 | Adjustable-length single-guide-frame multilevel synchronous lifting working platform and construction method thereof |
| CN105781092A (en) * | 2016-03-11 | 2016-07-20 | 上海建工集团股份有限公司 | Single-guide-frame and multi-stage lifting working platform with adjustable interval and construction method thereof |
| CN105804383A (en) * | 2016-03-11 | 2016-07-27 | 上海建工集团股份有限公司 | Length-adjustable double-guide-frame multistage synchronous lifting working platform and construction method thereof |
| CN109356375A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
| CN110528862A (en) * | 2019-08-30 | 2019-12-03 | 冯嘉敏 | A kind of vertically slow drop formula building sides constructing device |
-
2014
- 2014-08-14 CN CN201420458308.6U patent/CN204001648U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672640A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Single-guide-frame multi-stage lifting work platform and construction method thereof |
| CN105672642A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Dual-guide-frame multistage lifting working platform with adjustable gaps and construction method thereof |
| CN105672641A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Double-guide-frame multi-stage synchronous lifting working platform and construction method thereof |
| CN105715030A (en) * | 2016-03-11 | 2016-06-29 | 上海建工集团股份有限公司 | Single-guide-frame multi-stage lifting working platform with adjustable spacing and length and construction method for single-guide-frame multi-stage lifting working platform |
| CN105715031A (en) * | 2016-03-11 | 2016-06-29 | 上海建工集团股份有限公司 | Double-guide-frame multi-stage lifting working platform with adjustable spacing and length and construction method for double-guide-frame multi-stage lifting working platform |
| CN105781091A (en) * | 2016-03-11 | 2016-07-20 | 上海建工集团股份有限公司 | Adjustable-length single-guide-frame multilevel synchronous lifting working platform and construction method thereof |
| CN105781092A (en) * | 2016-03-11 | 2016-07-20 | 上海建工集团股份有限公司 | Single-guide-frame and multi-stage lifting working platform with adjustable interval and construction method thereof |
| CN105804383A (en) * | 2016-03-11 | 2016-07-27 | 上海建工集团股份有限公司 | Length-adjustable double-guide-frame multistage synchronous lifting working platform and construction method thereof |
| CN109356375A (en) * | 2018-10-23 | 2019-02-19 | 中建四局第六建筑工程有限公司 | A kind of attachment type raise scaffold support construction for high Stilt layer structure |
| CN110528862A (en) * | 2019-08-30 | 2019-12-03 | 冯嘉敏 | A kind of vertically slow drop formula building sides constructing device |
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| 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: 20141210 Termination date: 20160814 |
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| CF01 | Termination of patent right due to non-payment of annual fee |