CN201554216U - rotary scaffold - Google Patents
rotary scaffold Download PDFInfo
- Publication number
- CN201554216U CN201554216U CN2009201808937U CN200920180893U CN201554216U CN 201554216 U CN201554216 U CN 201554216U CN 2009201808937 U CN2009201808937 U CN 2009201808937U CN 200920180893 U CN200920180893 U CN 200920180893U CN 201554216 U CN201554216 U CN 201554216U
- Authority
- CN
- China
- Prior art keywords
- scaffold
- rod
- center
- bar
- rotary
- 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 a rotary scaffold. The rotary scaffold comprises a movable scaffold [2] and a center rod; the bottom of the movable scaffold [2] is connected with a roller [6]; the upper part of the center rod and the upper part of the movable scaffold [2] are transversely connected with pull rods [5]; the center rod comprises an inner rod [3] and an outer rod [4]; and the inner rod [3] is sleeved in the outer rod [4] and can rotate relative to the outer rod [4]. The rotary scaffold saves time when a storage tank is operated, saves cost, and does not affect the construction period.
Description
Technical field
The utility model relates to a kind of scaffold, especially a kind of scaffold of movable rotation.
Background technology
Use very extensively in the scaffold production, scaffold commonly used is a fixed structure, promptly removes after the use.In large-scale storage tank fabrication and installation process, the anticorrosion project of reservoir walls is absolutely necessary.And generally at the construction field (site), substantially all adopt and in storage tank, set up full hall scaffold along the reservoir walls circumference, to satisfy the needs of construction.But in the engineering construction process, set up full hall scaffold and carry out corrosion prevention operation, certain shortcoming is also arranged: 1, time-consuming, in storage tank, set up full hall scaffold,, set up one day at least duration because its workload is relatively large, several days at most, influential to the duration of a project.2, cost is big, and the area of full hall scaffold generally has the hundreds of square meter in large-scale storage tank, and it sets up expense may be in tens thousand of units.The expense of its great number is unfavorable for the saving of engineering cost.3, influence construction, full hall scaffold generally can occupy quite a few area in the storage tank in the storage tank, has dwindled the tank inside construction area greatly, makes troubles for other project construction, even has hindered the construction of other the work items, influences the engineering construction progress.
The utility model content
The purpose of this utility model is exactly to solve the problem that existing scaffold is time-consuming when the reservoir walls operation is used, cost is high and influence is constructed.
The technical solution adopted in the utility model is: the rotation scaffold, it is characterized in that it comprises jenny scaffold and center-pole, bottom on the described jenny scaffold is connected with roller, center-pole top and jenny scaffold are put on the shelf and are horizontally connected with pull bar, bar and outer bar in described center-pole comprises, interior bar are sleeved in the outer bar and can relatively rotate with outer bar.
Adopt technique scheme, after the operation of jenny scaffold place is finished, promote jenny scaffold and rotate, can carry out construction operation, need not establish full hall scaffold other positions of reservoir walls around center-pole.
In sum, the utility model beneficial effect is: because the utility model need not established full hall scaffold when the reservoir walls operation, therefore saved cost, saved the time, do not influenced the construction period.
Description of drawings
Fig. 1 is the utility model schematic diagram.
Among the figure, 1, storage tank, 2, jenny scaffold, 3, outer bar, 4, interior bar, 5, cross bar, 6, roller.
The specific embodiment
The utility model rotation scaffold, as shown in Figure 1, it comprises jenny scaffold 2 and center-pole, bottom on the described jenny scaffold 2 is connected with roller 6, center-pole top and jenny scaffold 2 upper lateral are connected with pull bar 5, bar 3 and outer bar 4 in described center-pole comprises, interior bar 3 are sleeved in the outer bar 4 and can relatively rotate with outer bar 4.
Claims (1)
1. rotation scaffold, it is characterized in that it comprises jenny scaffold [2] and center-pole, bottom on the described jenny scaffold [2] is connected with roller [6], center-pole top and jenny scaffold [2] upper lateral is connected with pull bar [5], described center-pole comprises interior bar [3] and outer bar [4], and interior bar [3] is sleeved in the outer bar [4] and can relatively rotates with outer bar [4].
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009201808937U CN201554216U (en) | 2009-11-26 | 2009-11-26 | rotary scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009201808937U CN201554216U (en) | 2009-11-26 | 2009-11-26 | rotary scaffold |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201554216U true CN201554216U (en) | 2010-08-18 |
Family
ID=42613896
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009201808937U Expired - Fee Related CN201554216U (en) | 2009-11-26 | 2009-11-26 | rotary scaffold |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201554216U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103015780A (en) * | 2012-12-11 | 2013-04-03 | 张弘 | Quick construction device for inner wall of arch crown oil tank |
CN105544954A (en) * | 2015-12-11 | 2016-05-04 | 江苏华海钢结构有限公司 | Anticorrosion steel structure scaffold |
CN108729642A (en) * | 2017-04-24 | 2018-11-02 | 深圳洲际建筑装饰集团有限公司 | Sleeve type engineering scaffold |
-
2009
- 2009-11-26 CN CN2009201808937U patent/CN201554216U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103015780A (en) * | 2012-12-11 | 2013-04-03 | 张弘 | Quick construction device for inner wall of arch crown oil tank |
CN105544954A (en) * | 2015-12-11 | 2016-05-04 | 江苏华海钢结构有限公司 | Anticorrosion steel structure scaffold |
CN108729642A (en) * | 2017-04-24 | 2018-11-02 | 深圳洲际建筑装饰集团有限公司 | Sleeve type engineering scaffold |
CN108729642B (en) * | 2017-04-24 | 2020-03-27 | 深圳洲际建筑装饰集团有限公司 | Sleeved engineering scaffold |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100818 Termination date: 20131126 |