CN201850750U - Operation platform for slip form construction of tubular structure - Google Patents
Operation platform for slip form construction of tubular structure Download PDFInfo
- Publication number
- CN201850750U CN201850750U CN2010205074704U CN201020507470U CN201850750U CN 201850750 U CN201850750 U CN 201850750U CN 2010205074704 U CN2010205074704 U CN 2010205074704U CN 201020507470 U CN201020507470 U CN 201020507470U CN 201850750 U CN201850750 U CN 201850750U
- Authority
- CN
- China
- Prior art keywords
- platform
- hoisting frame
- jack
- lifting frame
- truss
- 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
Links
Images
Landscapes
- Movable Scaffolding (AREA)
Abstract
The utility model discloses an operation platform for the slip form construction of a tubular structure, which is characterized in that: the operation platform comprises a supporting column, an internally hung scaffold, an externally hung scaffold, a triangular cantilever frame, a lifting frame, a jack, a platform truss, a platform keel, a platform plate, a guard rail, a central steel ring, a loosing/tightening bolt and a horizontal pulling rod, wherein the lifting frame is supported on the supporting column; the jack is arranged between the lifting frame and the supporting column; the internally hung scaffold is suspended on the lifting frame and the platform truss; the triangular cantilever frame is arranged outside the lifting frame and is connected with the lifting frame through the bolt; the platform keel is arranged and the platform plate is laid over the triangular cantilever frame as an external operation platform; the guard rail is arranged on the external operation platform; the externally hung scaffold is suspended on the lifting frame and the external operation platform; the platform truss is fixed on the lifting frame through the bolt; the platform keel is arranged and the platform plate is laid at the upper part of the platform truss; and a radiant-type horizontal support is arranged at the lower end of the lifting frame. The operation platform is safe and reliable and has strong practicality.
Description
Technical field
The utility model relates to a kind of operating platform that is used for the tubular construction slding form operation, is applicable to building field.
Background technology
The scaffold operating platform that traditional operating platform adopts steel pipe to set up usually, if traditional operating platform is adopted in the tubular construction slding form operation, safety and stability are difficult to guarantee, are necessary the traditional operation platform is improved, provide a kind of technology reliable, the operating platform of economical rationality.
The utility model content
The technical problem that the utility model solves provides a kind of operating platform that is used for the tubular construction slding form operation, solves the safety and the stability problem of operating platform.
The utility model comprises support column, interior hung scaffold, hangs scaffold, triangle builder's jack, hoisting frame, jack, platform truss, platform keel, landing slab, guardrail, center steel loop, elasticity bolt, girt outward.Hoisting frame is bearing on the support column, between hoisting frame and the support column jack is set, interior hung scaffold is suspended on hoisting frame and the platform truss, hoisting frame arranged outside triangle builder's jack, the triangle builder's jack is connected with hoisting frame by bolt, the platform keel are set above the triangle builder's jack and lay landing slab as outer operating platform, outer operating platform is provided with guardrail, guardrail height is 1.1～1.2m, hanging scaffold outward is suspended on hoisting frame and the outer operating platform, the platform truss is by being bolted on the hoisting frame, and platform truss top is provided with the platform keel and lays landing slab as interior operating platform.The hoisting frame lower end is provided with the radial pattern horizontal support, and the effect of radial pattern horizontal support not only connects into integral body with each hoisting frame, can adjust the ovalizing deflection of template by the turnbuckle on each pull bar.The radial pattern horizontal support is provided with spacing and is per 15 °～30 ° and is provided with one, and the radial pattern horizontal support is made up of center steel loop, elasticity bolt, girt, and the central steel ring diameter is 70～120cm, and the center has enough rigidity, prevents to be out of shape after the tension.Girt is that the round steel of diameter 16～18mm is made, and girt one end is fixed on the hoisting frame, and the other end is fixed on the steel loop of center.
The utility model is safe and reliable, and is practical.
Description of drawings
Below in conjunction with drawings and Examples the utility model is described in detail.
Fig. 1 is the operating platform schematic diagram.
Among the figure 1, support column, 2, interior hung scaffold, 3, hang scaffold outward, 4, the triangle builder's jack, 5, hoisting frame, 6, jack, 7, the platform truss, 8, the platform keel, 9, landing slab, 10, guardrail, 11, the center steel loop, 12, elasticity bolt, 13, girt.
The specific embodiment
Fig. 1 is the operating platform schematic diagram.The utility model comprises support column 1, interior hung scaffold 2, hangs scaffold 3, triangle builder's jack 4, hoisting frame 5, jack 6, platform truss 7, platform keel 8, landing slab 9, guardrail 10, center steel loop 11, elasticity bolt 12, girt 13 outward.Hoisting frame 5 is bearing on the support column 1, between hoisting frame 5 and the support column 1 jack 6 is set, interior hung scaffold 2 is suspended on hoisting frame 5 and the platform truss 7, hoisting frame 5 arranged outside triangle builder's jacks 4, triangle builder's jack 4 is connected with hoisting frame 5 by bolt, platform keel 8 are set above the triangle builder's jack 4 and lay landing slab 9 as outer operating platform, outer operating platform is provided with guardrail 10, guardrail 10 highly is 1.1～1.2m, hanging scaffold 3 outward is suspended on hoisting frame 5 and the outer operating platform, platform truss 7 is by being bolted on the hoisting frame 5, and platform truss 7 tops are provided with platform keel 8 and lay landing slab 9 as interior operating platform.The hoisting frame lower end is provided with the radial pattern horizontal support, the radial pattern horizontal support is made up of center steel loop 11, elasticity bolt 12, girt 13, girt 13 is made for the round steel of diameter 18mm, and girt 13 1 ends are fixed on the hoisting frame 5, and the other end is fixed on the center steel loop 11.
Claims (1)
1. operating platform that is used for the tubular construction slding form operation, it is characterized in that comprising support column, interior hung scaffold, hang scaffold outward, the triangle builder's jack, hoisting frame, jack, the platform truss, the platform keel, landing slab, guardrail, the center steel loop, elasticity bolt, girt, hoisting frame is bearing on the support column, between hoisting frame and the support column jack is set, interior hung scaffold is suspended on hoisting frame and the platform truss, hoisting frame arranged outside triangle builder's jack, the triangle builder's jack is connected with hoisting frame by bolt, the platform keel are set above the triangle builder's jack and lay landing slab as outer operating platform, outer operating platform is provided with guardrail, guardrail height is 1.1～1.2m, hanging scaffold outward is suspended on hoisting frame and the outer operating platform, the platform truss is by being bolted on the hoisting frame, and platform truss top is provided with the platform keel and lays landing slab as interior operating platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205074704U CN201850750U (en) | 2010-08-19 | 2010-08-19 | Operation platform for slip form construction of tubular structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205074704U CN201850750U (en) | 2010-08-19 | 2010-08-19 | Operation platform for slip form construction of tubular structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850750U true CN201850750U (en) | 2011-06-01 |
Family
ID=44093149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205074704U Expired - Fee Related CN201850750U (en) | 2010-08-19 | 2010-08-19 | Operation platform for slip form construction of tubular structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850750U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147569A (en) * | 2013-02-27 | 2013-06-12 | 青岛一建集团有限公司 | Operation platform system for cross-pulling slip form with both full-diameter silo and spoke-type center plate |
| CN106049845A (en) * | 2016-06-02 | 2016-10-26 | 中国华冶科工集团有限公司 | Sliding lifting frame and construction method with same |
-
2010
- 2010-08-19 CN CN2010205074704U patent/CN201850750U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147569A (en) * | 2013-02-27 | 2013-06-12 | 青岛一建集团有限公司 | Operation platform system for cross-pulling slip form with both full-diameter silo and spoke-type center plate |
| CN106049845A (en) * | 2016-06-02 | 2016-10-26 | 中国华冶科工集团有限公司 | Sliding lifting frame and construction method with same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105201195B (en) | One kind can lift supporting leg type elevator hoistway construction platform and construction method | |
| CN202346637U (en) | Holding rod of double-flat-arm spinning self-lifting seat | |
| CN201598820U (en) | Single-point suspension external hanging rack | |
| CN205204612U (en) | Heavy tower segment lifts by crane turnover device | |
| CN102444271B (en) | Suspended scaffolding | |
| CN202544468U (en) | Drawbar-type electrical steel tubular rod | |
| CN202550405U (en) | Special ladder for maintenance of strain insulator | |
| CN201850750U (en) | Operation platform for slip form construction of tubular structure | |
| CN201786010U (en) | Elevating platform for construction use | |
| CN101832020B (en) | Truss type operating platform | |
| CN201083018Y (en) | Mobile multipurpose fast mounting scaffold | |
| CN204727505U (en) | A kind of truss structure formula wheel-mounted crane | |
| CN202865749U (en) | Installation equipment of bridge guardrail framework | |
| CN203755173U (en) | Formwork device used for hydraulic climbing of bridge high pier | |
| CN103291111A (en) | Pull-rod-type electric power steel pipe pole | |
| CN203624768U (en) | Construction hoist capable of carrying climbing formwork | |
| CN202164037U (en) | Adjustable plate hook | |
| CN203545501U (en) | Auxiliary lifting device of inner crawl type tower crane in small space | |
| CN201962679U (en) | Lifting bracket used for vertically and aswirl lifting steel reinforcement cage and lifting system | |
| CN201915614U (en) | Integral electric climbing frame suitable for shear wall structure | |
| CN212406019U (en) | Adjustable regularization safety operation platform construction equipment | |
| CN201367313Y (en) | Swinging strut type pole head | |
| CN211846848U (en) | Hoisting hanger device of steel reinforcement cage | |
| CN202729733U (en) | Self-hoisting platform sleeve frame of material hoister | |
| CN202575684U (en) | Prefabricated-slab hoisting tool |
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: 20110601 Termination date: 20110819 |