CN204530491U - A kind of high pier hydraulic climbing mould construction frame - Google Patents
A kind of high pier hydraulic climbing mould construction frame Download PDFInfo
- Publication number
- CN204530491U CN204530491U CN201520091950.XU CN201520091950U CN204530491U CN 204530491 U CN204530491 U CN 204530491U CN 201520091950 U CN201520091950 U CN 201520091950U CN 204530491 U CN204530491 U CN 204530491U
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- China
- Prior art keywords
- working platform
- lifting post
- hydraulic lifting
- hydraulic
- high pier
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Abstract
The utility model discloses a kind of high pier hydraulic climbing mould construction frame, comprise base, adjacent on described base the first hydraulic lifting post and the second hydraulic lifting post are installed; Top and first working platform of described first hydraulic lifting post are fixedly linked, and top and second working platform of described second hydraulic lifting post are fixedly linked; Described first working platform is provided with operating room, described operating room is provided with rotating base on the wall of described second working platform, described rotating base is provided with hydraulically extensible bar, the other end of described hydraulically extensible bar is connected with the template be placed on described second working platform.One of the present utility model high pier hydraulic climbing mould construction frame, does not need during construction to set up support in addition, is realized rising and the decline of working platform by the first hydraulic lifting post and the second hydraulic lifting post; The dismounting of template can be completed by manipulation hydraulically extensible bar accurately, avoid the high-altitude risky operation of workman, improve safety.
Description
technical field:
The utility model relates to a kind of high pier hydraulic climbing mould construction frame.
background technology:
Along with the develop rapidly of traffic and being showing improvement or progress day by day of bridge technology, modern bridge gradually to large span future development, in bridge design more than the bridge pier of hundred meters and the high Sarasota of hundreds of rice no longer rare.At present, bridge pier is built and is mainly adopted over-form construction.The traditional over-form construction method continued to use for a long time has the following disadvantages:
(1) operating platform must utilize and land scaffold or the climbing frame that makes separately and formed, and after pier stud construction reach a certain height, human users is absolutely unsafe, and similar security incident occurs now and then in practice of construction.
(2) handling of template need to rely on crane gear, and crane gear hangs secondary many, and efficiency is low, and model sheetinstallat error is comparatively large simultaneously, rectifies a deviation more difficult, constrains the quality of pier stud construction.
(3) often rising sections all must first with manually connecing high scaffold or promoting climbing frame in pier stud construction, and operating efficiency is low, also increases security risk simultaneously.
(4) wind loading rating is lower, and for ensureing safety, the actual job time will have a greatly reduced quality.
summary of the invention:
The purpose of this utility model is to solve the problems of the prior art, provides the high pier hydraulic climbing mould construction frame that the operating personnel of a kind of Stability Analysis of Structures, needs are few, safety factor is high.
In order to achieve the above object, the technical solution of the utility model is:
A kind of high pier hydraulic climbing mould construction frame, comprises base, adjacently on described base is provided with the first hydraulic lifting post and the second hydraulic lifting post; Top and first working platform of described first hydraulic lifting post are fixedly linked, and top and second working platform of described second hydraulic lifting post are fixedly linked; Described first working platform is provided with operating room, described operating room is provided with rotating base on the wall of described second working platform, described rotating base is provided with hydraulically extensible bar, the other end of described hydraulically extensible bar is connected with the template be placed on described second working platform.
Described first working platform is provided with guardrail; Described first working platform and the second working platform are fixedly linked by dismountable connector.
Described second working platform is provided with dismountable retainer ring.
Described first working platform is provided with the reinforced pole be connected with described first hydraulic lifting post, described second working platform is also provided with the reinforced pole be connected with described second hydraulic lifting post.
Described second working platform comprises main platform body, and the top of described second hydraulic lifting post is connected with described main platform body; The driving-belt that in described main platform body, installation 2 is parallel, the main platform body inside described driving-belt is provided with swingle.
The beneficial effects of the utility model are: one of the present utility model high pier hydraulic climbing mould construction frame, do not need to set up support in addition during construction, are realized rising and the decline of working platform by the first hydraulic lifting post and the second hydraulic lifting post; The dismounting of template can be completed by manipulation hydraulically extensible bar accurately, avoid the high-altitude risky operation of workman, improve safety.
accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structure for amplifying schematic diagram of the second working platform.
detailed description of the invention:
Embodiment 1
The high pier hydraulic climbing mould construction of one as shown in Figure 1-2 frame, comprises base 1, adjacently on described base 1 is provided with the first hydraulic lifting post 2 and the second hydraulic lifting post 3; Top and first working platform 4 of described first hydraulic lifting post 2 are fixedly linked, and top and second working platform 5 of described second hydraulic lifting post 3 are fixedly linked.Described first working platform 4 is provided with the reinforced pole 8 be connected with described first hydraulic lifting post 2, described second working platform 5 is also provided with the reinforced pole 8 be connected with described second hydraulic lifting post 3.Reinforced pole 8 makes the installation of the first working platform 4 and the second working platform 5 more firm, improves safety factor.
Described first working platform 4 is provided with operating room 41, and described operating room 41 is provided with rotating base 42 on the wall of described second working platform 5, and rotating base 42 can be able to rotate at vertical direction.Described rotating base 42 is provided with hydraulically extensible bar 43, and the other end of described hydraulically extensible bar 43 is connected with the template 51 be placed on described second working platform 5.
Described first working platform 4 is provided with guardrail 44; Described first working platform 4 and the second working platform 5 are fixedly linked by dismountable connector 6.Described second working platform 5 is provided with dismountable retainer ring 7.First working platform 4 is connected with the second working platform 5, and the second working platform 5 is connected with high pier by retainer ring 7 again, can improve the wind loading rating of scaffold entirety.When connector 6 is removed, the first working platform 4 and the second working platform 5 can rise to different height as required, and under the drive of rotating base 42, hydraulically extensible bar 43 and template 51 are in heeling condition, and can adjust as required.
Described second working platform 5 comprises main platform body 52, and the top of described second hydraulic lifting post 3 is connected with described main platform body 52; The driving-belt 53 that in described main platform body 52, installation 2 is parallel, the main platform body 52 inside described driving-belt 53 is provided with swingle 54.Described template 51 is placed on described driving-belt 53, and driving-belt 53 can be rotated in the horizontal direction by swingle 54, places template 51 and weares and teares in disassembly process.
The one high pier hydraulic climbing mould construction frame of the present embodiment, does not need during construction to set up support in addition, is realized rising and the decline of working platform by the first hydraulic lifting post and the second hydraulic lifting post; The dismounting of template can be completed by manipulation hydraulically extensible bar accurately, avoid the high-altitude risky operation of workman, improve safety.
Claims (5)
1. a high pier hydraulic climbing mould construction frame, is characterized in that: comprise base (1), and described base (1) is above adjacent is provided with the first hydraulic lifting post (2) and the second hydraulic lifting post (3); Top and first working platform (4) of described first hydraulic lifting post (2) are fixedly linked, and top and second working platform (5) of described second hydraulic lifting post (3) are fixedly linked; Described first working platform (4) is provided with operating room (41), described operating room (41) is provided with rotating base (42) on the wall of described second working platform (5), described rotating base (42) is provided with hydraulically extensible bar (43), the other end of described hydraulically extensible bar (43) is connected with the template (51) be placed on described second working platform (5).
2. one according to claim 1 high pier hydraulic climbing mould construction frame, is characterized in that: described first working platform (4) is provided with guardrail (44); Described first working platform (4) and the second working platform (5) are fixedly linked by dismountable connector (6).
3. one according to claim 1 high pier hydraulic climbing mould construction frame, is characterized in that: described second working platform (5) is provided with dismountable retainer ring (7).
4. one according to claim 1 high pier hydraulic climbing mould construction frame, it is characterized in that: described first working platform (4) is provided with the reinforced pole (8) be connected with described first hydraulic lifting post (2), described second working platform (5) is also provided with the reinforced pole (8) be connected with described second hydraulic lifting post (3).
5. one according to claim 1 high pier hydraulic climbing mould construction frame, is characterized in that: described second working platform (5) comprises main platform body (52), and the top of described second hydraulic lifting post (3) is connected with described main platform body (52); The driving-belt (53) that the upper installation 2 of described main platform body (52) is parallel, the main platform body (52) of described driving-belt (53) inner side is provided with swingle (54).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520091950.XU CN204530491U (en) | 2015-02-10 | 2015-02-10 | A kind of high pier hydraulic climbing mould construction frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520091950.XU CN204530491U (en) | 2015-02-10 | 2015-02-10 | A kind of high pier hydraulic climbing mould construction frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204530491U true CN204530491U (en) | 2015-08-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520091950.XU Expired - Fee Related CN204530491U (en) | 2015-02-10 | 2015-02-10 | A kind of high pier hydraulic climbing mould construction frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204530491U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948274A (en) * | 2017-05-11 | 2017-07-14 | 中交二公局萌兴工程有限公司 | A kind of adjacent high pier circulation of bridge pours climb construction machinery and construction technology |
-
2015
- 2015-02-10 CN CN201520091950.XU patent/CN204530491U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948274A (en) * | 2017-05-11 | 2017-07-14 | 中交二公局萌兴工程有限公司 | A kind of adjacent high pier circulation of bridge pours climb construction machinery and construction technology |
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Legal Events
| 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 Termination date: 20160210 |