CN202688879U - Arch steel tower coating platform running with arch - Google Patents
Arch steel tower coating platform running with arch Download PDFInfo
- Publication number
- CN202688879U CN202688879U CN 201220305908 CN201220305908U CN202688879U CN 202688879 U CN202688879 U CN 202688879U CN 201220305908 CN201220305908 CN 201220305908 CN 201220305908 U CN201220305908 U CN 201220305908U CN 202688879 U CN202688879 U CN 202688879U
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- platform
- arch
- head tower
- walking
- job platform
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- Expired - Lifetime
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Abstract
The utility model discloses an arch steel tower coating platform running with the arch. The platform comprises an operation platform and a fixed pulley arranged at the top of the arch steel tower and matched with a lifting winch to drive the operation platform to ascend and descend. The platform is characterized by further comprising a berea beam arranged on a steel box beam and a walking track beam extending along the axis direction of the berea beam and arranged at the top of the berea beam. The berea beam and the walking track beam enable the operation platform to move horizontally. The operation platform is arranged on the walking track beam through walking wheels arranged at the bottom of the walking beam of the platform, and a plurality of anchoring pin holes used for clamping plates to clamp the walking wheels to prevent the operation platform from moving are axially arranged in the middle of the walking track beam. A steel wire rope between the fixed pulley and the lifting winch is connected with the berea beam through a suspension point steel wire rope. The arch steel tower coating platform has the advantages that the operation platform can move with the arch steel tower under the effect of the winch and the tower body, and the operation platform keeps horizontal in the operation process.
Description
Technical field
The utility model relate to a kind of work high above the ground, by hoist engine as power, adhere to the arch head tower platform with tower operation, be used for modification, the painting operation of arch head tower, specifically a kind of arch head tower with the arch operation is coated with assembling platform.
Background technology
Cable Structure bridge, Sarasota are one of its most important agent structures.The cable wire tower is better realized Sarasota structure function and landscape function.Arch cable wire tower is the graceful novel Sarasota of a kind of form that rises this year.
For the color unification of Sarasota outward appearance, need to be to the unified finish paint application of Sarasota after the Sarasota installation.Because the form of arch can't adopt the hanging basket of straight tower construction is finished.
The utility model content
The purpose of this utility model provides a kind of arch head tower with the arch operation and is coated with assembling platform, finishes the operation of arch cable wire tower and the problem of application to solve the hanging basket that can't adopt at present straight tower construction.
For reaching above-mentioned purpose, the utility model provides a kind of arch head tower with the arch operation to be coated with assembling platform, comprise job platform, be arranged on arch head tower top with the fixed pulley that promotes hoist engine and cooperate to drive described job platform lifting, its special character is, also comprise so that described job platform move horizontally by being arranged on the shellfish thunder crossbeam on the steel case beam and extending and the walking rail beam that is arranged on this shellfish thunder crossbeam top consists of along the axis direction of this shellfish thunder crossbeam; Described job platform is arranged on the described walking rail beam by the road wheel that is arranged on its platform walking beam bottom, and this walking rail beam middle part axially is provided with a plurality of clamps that supply along it and blocks the anchoring pin-and-hole that described road wheel moves to stop described job platform; Described fixed pulley is connected with described shellfish thunder crossbeam by the suspension centre wire rope with wire rope between the described lifting hoist engine; Described job platform arranges around described arch head tower king-post, be provided with attached tower roller between the flatbed girder steel of fabrication process platform and the arch head tower king-post, described flatbed girder steel arranges perpendicular to described platform walking beam, is furnished with the platform veil at the upper surface of job platform.
Be provided with single lap turnover panel and twofold turnover panel on the above-mentioned job platform, single lap turnover panel and twofold turnover panel all are parallel to the setting of described platform walking beam, and the periphery of job platform is provided with platform railing.
Above-mentioned fixed pulley is arranged on the cat head section steel beam of described arch head tower top.
The safe self-locking rope of support personnel's safety is set on the section steel beam of above-mentioned arch head tower top.
Above-mentioned job platform is two, respectively around the king-post setting of a described arch head tower
The utility model has the advantages that: in the process to the operation of arch cable wire tower and application, job platform can be under the effect of hoist engine and the camber of tower own, and along with the arch tower body of the tower moves, and in operation process, job platform is level all the time.
Description of drawings
Below with reference to accompanying drawing the utility model is described in further details:
Fig. 1 a is the whole facade of the utility model job platform;
Fig. 1 b is the whole side view of the utility model job platform;
Fig. 2 is the utility model job platform plan view;
Fig. 3 is the drawing A of Fig. 1;
Fig. 4 is the drawing B of Fig. 1;
Fig. 5 is the drawing C of Fig. 4;
Fig. 6 is the track drawing of walking.
Among the figure: 1, cat head section steel beam; 2, promote hoist engine; 3, platform; 4, shellfish thunder crossbeam; 5, boom hoist cable; 6, platform railing; 7, suspension centre wire rope; 8, platform walking beam; 9, platform veil; 10, single lap turnover panel; 11, twofold turnover panel; 12, platform shaped steel; 13, attached tower roller; 14, fixed pulley; 15, anchoring pin-and-hole; 16, walking rail beam; 17, left-hand thread plate; 18, road wheel bearing pin; 19, road wheel; 20, walking track baffle plate; 21, steel case beam; 22, firm cable tower segment.
The specific embodiment
The present embodiment is finished the operation of arch cable wire tower and the problem of application to solve the hanging basket that can't adopt at present straight tower construction for solving at present, provide a kind of such as Fig. 1 a, the arch head tower with the arch operation shown in the 1b is coated with assembling platform, comprise job platform 3, be arranged on arch head tower top with the middle part that promotes hoist engine 2(and be arranged on steel case beam 21) cooperates to drive the fixed pulley 14 of job platform 3 liftings, also comprise so that job platform 3 move horizontally by be arranged on the steel case beam 21 shellfish thunder crossbeam 4 and along the axis direction extension of this shellfish thunder crossbeam 4 and the walking rail beam 16(that is arranged on these shellfish thunder crossbeam 4 tops referring to Fig. 5,6); Job platform 3 is arranged on the walking rail beam 16 by the road wheel 19 that is arranged on its platform walking beam (referring to Fig. 2,5) bottom, and these walking rail beam 16 middle parts axially are provided with along it and a plurality ofly block anchoring pin-and-hole 15(that road wheel 19 moves with prevention job platform 3 referring to Fig. 6 for clamps); Fixed pulley 14 is connected with shellfish thunder crossbeam 4 by suspension centre wire rope 7 with the wire rope that promotes between the hoist engine 2; Job platform 3 arranges around arch head tower king-post, be provided with attached tower roller 13 between the flatbed girder steel 12 of fabrication process platform 3 and the arch head tower king-post, flatbed girder steel 12 arranges perpendicular to platform walking beam 8, is furnished with platform veil 9 at the upper surface of job platform 3.
Be provided with single lap turnover panel 10 and twofold turnover panel 11 on the above-mentioned job platform 3, single lap turnover panel 10 and twofold turnover panel 11 all are parallel to platform walking beam 8 (referring to Fig. 2) are set, and the periphery of job platform 3 is provided with platform railing 6(referring to Fig. 1 and 4).
Above-mentioned fixed pulley 14 is arranged on the section steel beam of arch head tower top.
The safe self-locking rope of support personnel's safety is set on the section steel beam of above-mentioned arch head tower top.
Be not difficult to find out in road wheel 9, walking rail beam 16 arranged outside left-hand thread plate 17 is arranged, and as seen be arranged on the walking track baffle plate 20 of walking rail beam 16 ends among Fig. 6 by Fig. 5.
More than exemplifying only is to illustrate of the present utility model, does not consist of the restriction to protection domain of the present utility model, and the every and same or analogous design of the utility model all belongs within the protection domain of the present utility model.
The parts that the present embodiment is not described in detail and structure belong to well-known components and common structure or the conventional means of the industry, here not one by one narration.
Claims (5)
1. the arch head tower with the arch operation is coated with assembling platform, comprise job platform, be arranged on arch head tower top with the fixed pulley that promotes hoist engine and cooperate to drive described job platform lifting, it is characterized in that: also comprise so that described job platform move horizontally by being arranged on the shellfish thunder crossbeam on the steel case beam and extending and the walking rail beam that is arranged on this shellfish thunder crossbeam top consists of along the axis direction of this shellfish thunder crossbeam; Described job platform is arranged on the described walking rail beam by the road wheel that is arranged on its platform walking beam bottom, and this walking rail beam middle part axially is provided with a plurality of clamps that supply along it and blocks the anchoring pin-and-hole that described road wheel moves to stop described job platform; Described fixed pulley is connected with described shellfish thunder crossbeam by the suspension centre wire rope with wire rope between the described lifting hoist engine; Described job platform arranges around described arch head tower king-post, be provided with attached tower roller between the flatbed girder steel of fabrication process platform and the arch head tower king-post, described flatbed girder steel arranges perpendicular to described platform walking beam, is furnished with the platform veil at the upper surface of job platform.
2. the arch head tower with the arch operation as claimed in claim 1 is coated with assembling platform, it is characterized in that: be provided with single lap turnover panel and twofold turnover panel on the described job platform, single lap turnover panel and twofold turnover panel all are parallel to the setting of described platform walking beam, and the periphery of job platform is provided with platform railing.
3. the arch head tower with the arch operation as claimed in claim 1 or 2 is coated with assembling platform, and it is characterized in that: described fixed pulley is arranged on the cat head section steel beam of described arch head tower top.
4. the arch head tower with the arch operation as claimed in claim 3 is coated with assembling platform, it is characterized in that: the safe self-locking rope that support personnel's safety is set on the section steel beam of described arch head tower top.
5. the arch head tower with arch operation as claimed in claim 1 is coated with assembling platform, and it is characterized in that: described job platform is two, respectively around the king-post setting of a described arch head tower.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220305908 CN202688879U (en) | 2012-06-28 | 2012-06-28 | Arch steel tower coating platform running with arch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220305908 CN202688879U (en) | 2012-06-28 | 2012-06-28 | Arch steel tower coating platform running with arch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202688879U true CN202688879U (en) | 2013-01-23 |
Family
ID=47544520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220305908 Expired - Lifetime CN202688879U (en) | 2012-06-28 | 2012-06-28 | Arch steel tower coating platform running with arch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202688879U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213511A (en) * | 2014-10-02 | 2014-12-17 | 杜东升 | Bridge construction platform structure and building method of bridge construction platform structure |
| CN104213513A (en) * | 2014-10-02 | 2014-12-17 | 杜东升 | High-altitude construction device after bridge body turning and installing and use method of high-altitude construction device |
| CN105421232A (en) * | 2015-12-30 | 2016-03-23 | 中国建筑第七工程局有限公司 | Round steel tower structure of bridge |
| CN111519546A (en) * | 2020-05-26 | 2020-08-11 | 武船重型工程股份有限公司 | Three-dimensional application engineering frame of steel anchor beam |
| CN111997432A (en) * | 2020-07-29 | 2020-11-27 | 上海市机电设计研究院有限公司 | Construction platform lifting device and method for precast concrete tower barrel |
-
2012
- 2012-06-28 CN CN 201220305908 patent/CN202688879U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213511A (en) * | 2014-10-02 | 2014-12-17 | 杜东升 | Bridge construction platform structure and building method of bridge construction platform structure |
| CN104213513A (en) * | 2014-10-02 | 2014-12-17 | 杜东升 | High-altitude construction device after bridge body turning and installing and use method of high-altitude construction device |
| CN104213513B (en) * | 2014-10-02 | 2015-12-02 | 温州市申邦市政工程有限公司 | High-altitude construction equipment after a kind of bridge rotating |
| CN105113428A (en) * | 2014-10-02 | 2015-12-02 | 温州市申邦市政工程有限公司 | Installation and construction method for high-altitude construction device after rotation of bridge |
| CN104213511B (en) * | 2014-10-02 | 2016-01-13 | 成都华川公路建设集团有限公司 | A kind of bridge construction platform structure and building method thereof |
| CN105421232A (en) * | 2015-12-30 | 2016-03-23 | 中国建筑第七工程局有限公司 | Round steel tower structure of bridge |
| CN111519546A (en) * | 2020-05-26 | 2020-08-11 | 武船重型工程股份有限公司 | Three-dimensional application engineering frame of steel anchor beam |
| CN111997432A (en) * | 2020-07-29 | 2020-11-27 | 上海市机电设计研究院有限公司 | Construction platform lifting device and method for precast concrete tower barrel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130123 |