CN201158933Y - High-rise maintaining scaffold device with extruding structure - Google Patents
High-rise maintaining scaffold device with extruding structure Download PDFInfo
- Publication number
- CN201158933Y CN201158933Y CNU2007200774455U CN200720077445U CN201158933Y CN 201158933 Y CN201158933 Y CN 201158933Y CN U2007200774455 U CNU2007200774455 U CN U2007200774455U CN 200720077445 U CN200720077445 U CN 200720077445U CN 201158933 Y CN201158933 Y CN 201158933Y
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- indoor
- overhanging
- outward
- level
- chosen
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- 238000005096 rolling process Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 239000011521 glass Substances 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 2
- 210000002356 Skeleton Anatomy 0.000 abstract 1
- 230000001105 regulatory Effects 0.000 abstract 1
- 238000004642 transportation engineering Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagrams Methods 0.000 description 4
- 238000005253 cladding Methods 0.000 description 2
- 238000005516 engineering processes Methods 0.000 description 2
- 281000113192 Building (magazine) companies 0.000 description 1
- 230000003111 delayed Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Abstract
The utility model relates to a high-rise overhanging structure repairing falsework device. The falsework device is characterized in that the device is composed of an indoor square frame support stand and an outdoor overhanging girder platform which are connected mutually and vertically, the top of the indoor square frame support stand is provided with a top support, and the bottom is provided with a regulating threaded rod and a universal roller. The utility model has the advantages that the structure is simple and does not need removing a finished outer elevation curtain wall skeleton, the size of the girder platform can be flexibly adjusted according to the size of curtain wall glass, both the indoor square frame support stand and the outdoor overhanging girder platform are overhanging structures and are manufactured on the lower layer on site, a connecting method is electric welding and a screw bolt, the whole vertical transportation difficulty is solved, the operation difficulty is small, the practical pertinence is strong, the universal roller is arranged under the indoor square frame support stand and does not need a hoisting machine to match, manpower can move the device to any angle, the device can be repeatedly used until the work is finished, and compared with a traditional section steel or steel pipe overhanging falsework, the investment cost is little, the turnover rate is high, and the safety is greatly improved.
Description
Technical field
The utility model relates to the correlative technology field of building operations, relates to a kind of builder's jack bracing or strutting arrangement, and specifically a kind of high level is chosen the builder's jack bracing or strutting arrangement of structural repair outward.
Background technology
At present, along with developing rapidly of builing industry, increasing various highrise buildings are rised sheer from level ground.Most building is completed smoothly by the effort of the each side that takes part in building.And some highrise building after agent structure and outer facade are finished, for various reasons, causes shut-down, even forms incomplete or delayed projects.Often these high-rise building design have and outer choose structure, and outer facade constructed and finish, and make that to choose the structural repair difficulty of construction outward big, and cannot say for sure to demonstrate,prove safety.
The utility model content
The purpose of this utility model has provided a kind of high level and has chosen the structural repair scaffold device outward, construction and top design have the outer highrise building of choosing structure again after having solved some and stopping work, outer facade has completed and has made the maintenance construction difficulty increase, and cannot say for sure to demonstrate,prove the problem of construction safety.
For achieving the above object, the utility model has adopted following technical scheme:
The utility model discloses a kind of high level and choose the structural repair scaffold device outward, it is characterized in that: this device is by indoor side's frame bearing connected vertically and outdoor cantilever frame platform constitute mutually, the top of indoor side's frame bearing is provided with shores, and the bottom is provided with adjusting screw(rod) and universal rolling wheel.
Described indoor side's frame bearing is a cuboid vertical support frame that is formed by connecting by connecting rod by four vertical rods.Be provided with support bar between vertical rod and connecting rod.The bottom of an indoor side of indoor side's frame bearing is provided with the balance foundary weight.
Described outdoor cantilever frame platform is one by two upper chords and two horizontal stands that lower chord is formed by connecting by connecting rod, be equipped with operating platform between two upper chords, the both sides of operating platform are provided with the railing of collapsible upset, and the bottom of both sides also is provided with baseboard.
Advantage of the present utility model is:
1, simple in structure, need not remove the outer facade Curtain wall frame that has completed, the visual cladding glass size of truss platform size and adjusting flexibly.
2, indoor side's frame bearing, truss platform are the outer structure bottom field machining making of choosing, and method of attachment is electric welding and bolt.Solve whole vertical transport difficulty, operation easier is little, and is actual with strong points.
3, indoor side's frame bearing is divided into universal rolling wheel, need not lifting appliance and cooperates, and manpower can this device of any angular movement, can reuse, and until completion, it is few that more traditional shaped steel or steel pipe go out the outrigger scaffold input cost, the turnover rate height, and security performance strengthens greatly.
Description of drawings
Fig. 1 is the high-rise outer transportable state structure schematic diagram of choosing the structural repair scaffold device.
Fig. 2 is the high-rise outer status architecture schematic diagram of growing of choosing the structural repair scaffold device.
Fig. 3 is high-rise outer operating platform floor map of choosing the structural repair scaffold device.
Fig. 4 is the normal cross-section schematic diagram of the railing of outdoor cantilever frame platform when putting down.
Fig. 5 is the normal cross-section schematic diagram of the railing of outdoor cantilever frame platform when digging.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
A kind of high level is chosen the structural repair scaffold device outward, by indoor side's frame bearing 1 connected vertically and outdoor cantilever frame platform 2 constitute mutually.As shown in Figure 1, 2.
Described indoor side's frame bearing 1 is a cuboid vertical support frame that is formed by connecting by connecting rod 12 by four vertical rods 11.Be provided with scissors shape support bar 13 between vertical rod and connecting rod to increase rigidity.The top of indoor side's frame bearing 1 is provided with shores 14, the universal rolling wheel 16 that the bottom is provided with vertical adjusting screw(rod) 15 and is used to move.The bottom of an indoor side of indoor side's frame bearing 1 is provided with balance foundary weight 17, with the weight between balance truss 2 under mobile status and the square frame 1, and is provided with push-and-pull handrail 18.
Described outdoor cantilever frame platform 2 is one by two upper chords 21 and two horizontal stands that lower chord 22 is formed by connecting by truss connecting rod 23, two 21 of upper chords pass through waling stripe 27 and connect, lay sheet material above, promptly can be used as maintenance operation platform 24, the both sides of maintenance operation platform 24 are provided with the railing 25 of collapsible upset, and the bottom of both sides also is provided with baseboard 26.Shown in Fig. 3,4,5.
Typical high level shown in Figure 2 is chosen structure outward, and wall face completes, need keep in repair but choose structure outward.In running order among the figure for this device.It is in place to hold handle 18 mobile devices, after the truss platform is grown, rotates adjusting screw(rod) 15, and universal rolling wheel 16 is soared, and shores 14 and withstands the upper strata floor, relies on four adjusting screw(rod)s 15 stressed.The operator climbs up maintenance operation platform 24, upset railing 25, beginning maintenance construction.Decide on the cladding glass position absolute altitude position of outdoor cantilever frame platform 2.After treating this repair surface completion, but the adjusting screw(rod) 15 that comes loose lands universal rolling wheel 16, and is promptly removable, carries out next repair surface construction.
Above-mentioned design example only is used for the utility model is described, and does not constitute the restriction to the claim scope, and other substantial equivalence means that it may occur to persons skilled in the art that are all in the utility model claim scope.
Claims (6)
1, a kind of high level is chosen the structural repair scaffold device outward, it is characterized in that: this device is by indoor side's frame bearing connected vertically and outdoor cantilever frame platform constitute mutually, the top of indoor side's frame bearing is provided with shores, and the bottom is provided with adjusting screw(rod) and universal rolling wheel.
2, a kind of high level according to claim 1 is chosen the structural repair scaffold device outward, it is characterized in that: described indoor side's frame bearing is a cuboid vertical support frame that is formed by connecting by connecting rod by four vertical rods.
3, a kind of high level according to claim 2 is chosen the structural repair scaffold device outward, it is characterized in that: be provided with support bar between the vertical rod of described indoor side's frame bearing and connecting rod.
4, a kind of high level according to claim 2 is chosen the structural repair scaffold device outward, it is characterized in that: the bottom of an indoor side of described indoor side's frame bearing is provided with the balance foundary weight.
5, a kind of high level according to claim 1 is chosen the structural repair scaffold device outward, it is characterized in that: described outdoor cantilever frame platform is one by two upper chords and two horizontal stands that lower chord is formed by connecting by web member, be equipped with operating platform between two upper chords, the both sides of operating platform are provided with the railing of collapsible upset.
6, a kind of high level according to claim 5 is chosen the structural repair scaffold device outward, it is characterized in that: the bottom of described operating platform both sides is provided with baseboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200774455U CN201158933Y (en) | 2007-12-27 | 2007-12-27 | High-rise maintaining scaffold device with extruding structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200774455U CN201158933Y (en) | 2007-12-27 | 2007-12-27 | High-rise maintaining scaffold device with extruding structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201158933Y true CN201158933Y (en) | 2008-12-03 |
Family
ID=40109523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200774455U Expired - Fee Related CN201158933Y (en) | 2007-12-27 | 2007-12-27 | High-rise maintaining scaffold device with extruding structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201158933Y (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720341A (en) * | 2012-06-28 | 2012-10-10 | 中建一局集团第二建筑有限公司 | Frame column construction operation rack and mounting method thereof |
| CN102733586A (en) * | 2012-06-06 | 2012-10-17 | 苏州金螳螂幕墙有限公司 | Scaffold cart |
| CN102912973A (en) * | 2012-10-25 | 2013-02-06 | 广州市恒盛建设工程有限公司 | Space truss platform for round building construction and construction method using same |
| CN103114713A (en) * | 2013-03-21 | 2013-05-22 | 北京六建集团有限责任公司 | Hollow ultrahigh template section steel platform and construction method thereof |
| CN103485525A (en) * | 2013-10-11 | 2014-01-01 | 郭德炳 | Protruding rotating scaffold |
| CN103498550A (en) * | 2013-10-11 | 2014-01-08 | 郭德炳 | Outer-extending scaffold convenient and rapid to use |
| CN104018657A (en) * | 2014-05-30 | 2014-09-03 | 浙江省东阳第三建筑工程有限公司 | Method for constructing high and large cornice through horizontal sliding platform |
| CN104169507A (en) * | 2012-03-18 | 2014-11-26 | 罗斯·加赛德 | Arrangement for imparting motion through counter-rotation of opposing terminations of arched flexible member |
| CN104847101A (en) * | 2015-05-26 | 2015-08-19 | 中建三局第一建设工程有限责任公司 | Operation platform for decoration work on long cantilever positions of roofs with steel structures |
| CN104989093A (en) * | 2015-05-26 | 2015-10-21 | 中建三局第一建设工程有限责任公司 | Upper-end-hanged and lower-end-pressed overhanging construction work platform |
| CN105201197A (en) * | 2015-10-26 | 2015-12-30 | 江苏理工学院 | Combined movable lifting scaffold |
| CN105544956A (en) * | 2015-12-14 | 2016-05-04 | 中煤建筑安装工程集团有限公司 | Coal bunker external air cannon platform work vehicle |
| CN109161699A (en) * | 2018-09-04 | 2019-01-08 | 铜陵有色兴铜机电制造有限公司 | A kind of air-actuated turnover platform |
-
2007
- 2007-12-27 CN CNU2007200774455U patent/CN201158933Y/en not_active Expired - Fee Related
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104169507A (en) * | 2012-03-18 | 2014-11-26 | 罗斯·加赛德 | Arrangement for imparting motion through counter-rotation of opposing terminations of arched flexible member |
| CN104169507B (en) * | 2012-03-18 | 2016-06-15 | 罗斯·加赛德 | The device of motion is produced by the reverse rotation of the opposite end of arch flexible member |
| CN102733586A (en) * | 2012-06-06 | 2012-10-17 | 苏州金螳螂幕墙有限公司 | Scaffold cart |
| CN102720341A (en) * | 2012-06-28 | 2012-10-10 | 中建一局集团第二建筑有限公司 | Frame column construction operation rack and mounting method thereof |
| CN102720341B (en) * | 2012-06-28 | 2015-04-22 | 中建一局集团第二建筑有限公司 | Frame column construction operation rack and mounting method thereof |
| CN102912973A (en) * | 2012-10-25 | 2013-02-06 | 广州市恒盛建设工程有限公司 | Space truss platform for round building construction and construction method using same |
| CN102912973B (en) * | 2012-10-25 | 2014-09-10 | 广州市恒盛建设工程有限公司 | Space truss platform for round building construction and construction method using same |
| CN103114713A (en) * | 2013-03-21 | 2013-05-22 | 北京六建集团有限责任公司 | Hollow ultrahigh template section steel platform and construction method thereof |
| CN103114713B (en) * | 2013-03-21 | 2015-07-29 | 北京六建集团有限责任公司 | The construction method of hollow ultrahigh template section steel platform |
| CN103485525A (en) * | 2013-10-11 | 2014-01-01 | 郭德炳 | Protruding rotating scaffold |
| CN103498550A (en) * | 2013-10-11 | 2014-01-08 | 郭德炳 | Outer-extending scaffold convenient and rapid to use |
| CN104018657A (en) * | 2014-05-30 | 2014-09-03 | 浙江省东阳第三建筑工程有限公司 | Method for constructing high and large cornice through horizontal sliding platform |
| CN104847101A (en) * | 2015-05-26 | 2015-08-19 | 中建三局第一建设工程有限责任公司 | Operation platform for decoration work on long cantilever positions of roofs with steel structures |
| CN104989093A (en) * | 2015-05-26 | 2015-10-21 | 中建三局第一建设工程有限责任公司 | Upper-end-hanged and lower-end-pressed overhanging construction work platform |
| CN104847101B (en) * | 2015-05-26 | 2017-05-10 | 中建三局第一建设工程有限责任公司 | Operation platform for decoration work on long cantilever positions of roofs with steel structures |
| CN105201197A (en) * | 2015-10-26 | 2015-12-30 | 江苏理工学院 | Combined movable lifting scaffold |
| CN105544956A (en) * | 2015-12-14 | 2016-05-04 | 中煤建筑安装工程集团有限公司 | Coal bunker external air cannon platform work vehicle |
| CN105544956B (en) * | 2015-12-14 | 2017-10-13 | 中煤建筑安装工程集团有限公司 | The external air bubble platform construction car of coal store |
| CN109161699A (en) * | 2018-09-04 | 2019-01-08 | 铜陵有色兴铜机电制造有限公司 | A kind of air-actuated turnover platform |
| CN109161699B (en) * | 2018-09-04 | 2020-11-03 | 铜陵有色兴铜机电制造有限公司 | Pneumatic overturning platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081203 Termination date: 20121227 |
|
| C17 | Cessation of patent right |