CN113356078A - Bridge pier column reinforcement rack - Google Patents
Bridge pier column reinforcement rack Download PDFInfo
- Publication number
- CN113356078A CN113356078A CN202110768137.1A CN202110768137A CN113356078A CN 113356078 A CN113356078 A CN 113356078A CN 202110768137 A CN202110768137 A CN 202110768137A CN 113356078 A CN113356078 A CN 113356078A
- Authority
- CN
- China
- Prior art keywords
- square
- skidding
- bridge pier
- square column
- platform
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
- E04G21/3276—Arrangements on buildings for connecting safety-lines
Abstract
The invention belongs to the technical field of bridges, and particularly relates to a bridge pier stud reinforcement binding rack which comprises a main body, a rectangular square platform and a supporting platform, wherein the main body is fixedly connected with a square column A, the square column A is connected with a square column B through a straight thread sleeve, the main body is connected with a hydraulic lifting device, the hydraulic lifting device is connected with an anti-skidding layer through the supporting platform, the telescopic elastic rope is arranged in the rectangular square platform through a moving mechanism, the lower end of the telescopic elastic rope is connected with a constructor, so that the safety guarantee effect on the high-altitude operation of the constructor is achieved, the anti-skidding layer and the anti-skidding groove are arranged on the surface of the supporting platform through the arrangement of the anti-skidding layer and the anti-skidding groove, so that the anti-skidding protection on the constructor is achieved, the operation of the constructor is facilitated, the straight thread sleeve is used for connecting the square column A and the square column B through the arrangement of the straight thread sleeve, the assembly type construction connection mode is simple and easy to operate, and the working efficiency is greatly improved.
Description
Technical Field
The invention belongs to the technical field of bridges, and particularly relates to a bridge pier column reinforcement binding rack.
Background
Pier stud, the lower part that is used for bearing superstructure in civil engineering bears the weight of thing, and pier stud cross-section is mostly circular, also has anisotropic pier stud such as ellipse, square, curvilinear figure, parabola, is important component part in bridge such as highway bridge, railway bridge, pavement, the overpass, ramp bridge, overpass engineering etc..
An original bridge pier stud reinforcement rack adopts the attachment strap, and the attachment strap both ends do not have fixed mode, need promote the height of foot rest through the mode of lever at the in-process that risees, and the safety problem of constructor high altitude construction can't effectively be guaranteed to this mode, and the security performance is relatively poor, and the personnel of not being convenient for are under construction, and original square column directly adopts screw nut's connected mode, and this connected mode consumes good gift, and work efficiency is not high.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides a bridge pier stud reinforcement binding rack which has the characteristics of simple structure, compact connection, good antiskid property, high safety and high working efficiency.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a bridge pier stud reinforcement rack, includes main part, rectangle square platform and brace table, main part and square column A fixed connection, square column A is connected with square column B through straight thread sleeve, the main part is connected with hydraulic lifting device, hydraulic lifting device is connected with the skid resistant course through the brace table, skid resistant course department is equipped with the antiskid ribbed tile that is used for anti-skidding effect, the main part is connected with the rectangle square platform through the bracing piece, the rectangle square platform is connected with the convex piece through moving mechanism, the convex piece is connected with constructor through flexible elastic rope.
According to the preferable technical scheme of the bridge pier column reinforcement binding rack, a sliding groove which is convenient for a moving mechanism to move is formed in the rectangular square platform, an adjustable gasket used for adjusting the moving speed of the moving mechanism is arranged in the sliding groove, the rectangular square platform is connected with the moving mechanism through the sliding groove, and the moving mechanism is connected with the telescopic elastic rope through the convex block.
According to the preferable technical scheme of the bridge pier column reinforcement binding rack, an anti-skid layer for anti-skid function is arranged at the support platform, the support platform is connected with the anti-skid groove through the anti-skid layer, and the inside of the support platform is connected with the main body through the fixing hook.
According to the preferable technical scheme of the bridge pier column reinforcement binding rack, the lower end of the square column B is connected with the straight thread sleeve through threads, and the straight thread sleeve is connected with the square column A through threads.
As the preferable technical scheme of the bridge pier column reinforcement binding rack, the anti-slip grooves are rectangular and are uniformly distributed at the upper end of the anti-slip layer, and the anti-slip layer is a PVC (polyvinyl chloride) anti-slip mat.
As the preferable technical scheme of the bridge pier column reinforcement binding rack, the hydraulic lifting device is electrically connected with the main body.
Compared with the prior art, the invention has the beneficial effects that: through the setting of flexible elastic rope department, flexible elastic rope passes through the moving mechanism device in the rectangle square platform, lower extreme and constructor to being connected flexible elastic rope, play the safety guarantee effect to constructor high altitude construction, through the setting of skid resistant course and non-skid groove, skid resistant course and non-skid groove are all established at a supporting bench on the surface, play the anti-skidding protection to constructor, the constructor of being convenient for operates, through the telescopic setting of straight thread, straight thread sleeve is with square column A and square column B threaded connection, such assembled construction connected mode is not only simple, easy operation, still improve the efficiency of work greatly.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic front view of the present invention;
FIG. 3 is a schematic view of the structure of the anti-slip groove of the present invention;
FIG. 4 is a schematic structural view of the anti-slip layer of the present invention;
FIG. 5 is a schematic view of the structure of the chute of the present invention;
FIG. 6 is a schematic view of the straight threaded sleeve of the present invention;
in the figure: 1. a main body; 2. a support bar; 3. an anti-slip groove; 4. a rectangular square table; 5. a flexible elastic cord; 6. a convex block; 7. a square column A; 8. a straight threaded sleeve; 9. a square column B; 10. a support table; 11. a hydraulic lifting device; 12. an anti-slip layer; 13. an adjustable spacer; 14. a sliding groove; 15. and a moving mechanism.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Examples
Referring to fig. 1-6, the present invention provides the following technical solutions: the utility model provides a bridge pier stud reinforcement rack, including main part 1, rectangle square platform 4 and brace table 10, main part 1 and square column A7 fixed connection, square column A7 is connected with square column B9 through straight thread sleeve 8, main part 1 is connected with hydraulic pressure elevating gear 11, hydraulic pressure elevating gear 11 is connected with skid resistant course 12 through brace table 10, skid resistant course 12 department is equipped with the antiskid ribbed tile 3 that is used for anti-skidding effect, main part 1 is connected with rectangle square platform 4 through bracing piece 2, rectangle square platform 4 is connected with convex block 6 through moving mechanism 15, convex block 6 is connected with the constructor through flexible elastic rope 5.
Specifically, be equipped with the sliding tray 14 that is convenient for moving mechanism 15 to remove the effect in rectangle square platform 4, be equipped with the adjustable gasket 13 that is used for adjusting moving mechanism 15 translation rate in the sliding tray 14, rectangle square platform 4 is connected with moving mechanism 15 through sliding tray 14, moving mechanism 15 is connected with flexible elastic rope 5 through convex block 6, adjustable gasket 13 plays the clearance of adjusting between sliding tray 14 and the moving mechanism 15 in this embodiment, thereby play the effect of adjusting moving mechanism 15 translation rate, flexible elastic rope 5 plays the effect of connection protection constructor high altitude construction safety.
Specifically, a support table 10 is provided with an anti-slip layer 12 for anti-slip function, the support table 10 is connected with the anti-slip groove 3 through the anti-slip layer 12, the inside of the support table 10 is connected with the main body 1 through a fixing hook, and the support table 10 in the embodiment plays a role of being convenient for the operation of a constructor.
Specifically, the lower extreme of square column B9 is connected with straight thread sleeve 8 through the screw thread, and straight thread sleeve 8 is connected with square column A7 through the screw thread, and straight thread sleeve 8 plays the effect of being convenient for connect and improving work efficiency in this embodiment.
Specifically, the antiskid grooves 3 are set to be rectangular, and are uniformly distributed at the upper end of the antiskid layer 12, the antiskid layer 12 adopts pvc antiskid pads, in the embodiment, the antiskid grooves 3 play an antiskid protection role for workers, and the antiskid layer 12 plays an antiskid role between the antiskid layer and the support table 10.
Specifically, the hydraulic lifting device 11 is electrically connected with the main body 1, and the hydraulic lifting device 11 plays a role in stable movement, easy realization of quick movement, braking and frequent reversing in a hydraulic transmission mode.
The working principle and the using process of the invention are as follows: the lower end of a square column A7 is fixed with the inside of a main body 1, a square column B9 is fixedly connected with the upper end of a square column A7 through a straight thread sleeve 8, a rectangular square table 4 is fixedly connected with the upper end of a support rod 2, the support rod 2 is fixed with the main body 1 through a support table 10, a hydraulic lifting device 11 is connected with the support table 10 through a telescopic connecting rod, the lower end of a telescopic elastic rope 5 is fixedly connected with a constructor, the constructor stands to the upper end of an anti-skidding groove 3 in the support table 10, starts the hydraulic lifting device 11, regulates and controls the hydraulic lifting device 11, lifts the support table 10 upwards, keeps the hydraulic value in the hydraulic lifting device 11 constant after reaching a proper position, and enables the constructor to fix a fixing hook at the inner end of the support table 10 with the main body 1 and then starts to work.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a bridge pier stud reinforcement rack which characterized in that: including main part (1), rectangle square platform (4) and brace table (10), main part (1) and square column A (7) fixed connection, square column A (7) are connected with square column B (9) through straight thread sleeve (8), main part (1) is connected with hydraulic pressure elevating gear (11), hydraulic pressure elevating gear (11) are connected with skid resistant course (12) through brace table (10), skid resistant course (12) department is equipped with antiskid ribbed tile (3) that are used for the antiskid effect, main part (1) is connected with rectangle square platform (4) through bracing piece (2), rectangle square platform (4) are connected with convex block (6) through moving mechanism (15), convex block (6) are connected with the constructor through flexible elastic rope (5).
2. The bridge pier column reinforcement bench of claim 1, which is characterized in that: the movable mechanism is characterized in that a sliding groove (14) which is convenient for the moving mechanism (15) to move is arranged in the rectangular square table (4), an adjustable gasket (13) which is used for adjusting the moving speed of the moving mechanism (15) is arranged in the sliding groove (14), the rectangular square table (4) is connected with the moving mechanism (15) through the sliding groove (14), and the moving mechanism (15) is connected with the telescopic elastic rope (5) through the convex block (6).
3. The bridge pier column reinforcement bench of claim 1, which is characterized in that: the anti-skidding support platform is characterized in that an anti-skidding layer (12) used for anti-skidding is arranged at the support platform (10), the support platform (10) is connected with the anti-skidding groove (3) through the anti-skidding layer (12), and the support platform (10) is connected with the main body (1) through the fixing hook.
4. The bridge pier column reinforcement bench of claim 1, which is characterized in that: the lower end of the square column B (9) is connected with a straight thread sleeve (8) through threads, and the straight thread sleeve (8) is connected with the square column A (7) through threads.
5. The bridge pier column reinforcement bench of claim 1, which is characterized in that: the antiskid grooves (3) are rectangular and evenly distributed at the upper end of the antiskid layer (12), and the antiskid layer (12) adopts a PVC antiskid pad.
6. The bridge pier column reinforcement bench of claim 1, which is characterized in that: the hydraulic lifting device (11) is electrically connected with the main body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110768137.1A CN113356078A (en) | 2021-07-07 | 2021-07-07 | Bridge pier column reinforcement rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110768137.1A CN113356078A (en) | 2021-07-07 | 2021-07-07 | Bridge pier column reinforcement rack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113356078A true CN113356078A (en) | 2021-09-07 |
Family
ID=77538641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110768137.1A Pending CN113356078A (en) | 2021-07-07 | 2021-07-07 | Bridge pier column reinforcement rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113356078A (en) |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10152981A (en) * | 1996-11-26 | 1998-06-09 | Yoshinori Fukada | Vertically moving scaffold |
| ITBO990704A1 (en) * | 1999-12-23 | 2001-06-23 | Callisto Pontello S P A Costru | SYSTEM FOR BUILDING VIADUCTS. |
| CN101031697A (en) * | 2004-03-31 | 2007-09-05 | 萨夫路服务有限公司 | Articulating work platform support system, work platform system, and methods of use thereof |
| CN102296548A (en) * | 2011-06-14 | 2011-12-28 | 乔国华 | Hydraulic truss type moving hanging basket for bridge maintenance and construction method thereof |
| CN103452043A (en) * | 2012-06-04 | 2013-12-18 | 中铁工程设计咨询集团有限公司 | Maintenance system of cable-stayed bridge solid pylon and application of maintenance system |
| CN103638610A (en) * | 2013-12-08 | 2014-03-19 | 颜从均 | Gliding device |
| CN204530492U (en) * | 2015-02-10 | 2015-08-05 | 浙江永峰模具制造有限公司 | A kind of hydraulic climbing mould construction platform |
| 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 |
| CN107956287A (en) * | 2017-12-27 | 2018-04-24 | 天津市雷升科技有限公司 | A kind of construction hanging basket |
| CN210766416U (en) * | 2019-08-07 | 2020-06-16 | 杨扬 | Bridge cylinder mound construction platform |
| CN210917048U (en) * | 2019-10-10 | 2020-07-03 | 南京东交加固工程有限公司 | Hanging flower basket is used in bridge construction that protectiveness is good |
| CN210963835U (en) * | 2019-10-31 | 2020-07-10 | 姚尧 | Training equipment is extended in quality education |
| CN211815642U (en) * | 2020-04-03 | 2020-10-30 | 卜东平 | Swift support of bridge engineering bent cap construction |
| CN212582450U (en) * | 2020-05-10 | 2021-02-23 | 莫亚军 | Platform is changed to bridge beam supports |
| CN112647703A (en) * | 2020-12-26 | 2021-04-13 | 中国建筑第五工程局有限公司 | Temporary bearing device installed on wall and hydraulic climbing frame support with same |
| CN213438834U (en) * | 2020-10-20 | 2021-06-15 | 徐州鑫宇源工程机械科技有限公司 | Material grinding device for crane |
| CN213448107U (en) * | 2020-08-12 | 2021-06-15 | 核工业长沙中南建设工程集团公司 | High mound construction reinforcement safety protection handling frame |
-
2021
- 2021-07-07 CN CN202110768137.1A patent/CN113356078A/en active Pending
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10152981A (en) * | 1996-11-26 | 1998-06-09 | Yoshinori Fukada | Vertically moving scaffold |
| ITBO990704A1 (en) * | 1999-12-23 | 2001-06-23 | Callisto Pontello S P A Costru | SYSTEM FOR BUILDING VIADUCTS. |
| CN101031697A (en) * | 2004-03-31 | 2007-09-05 | 萨夫路服务有限公司 | Articulating work platform support system, work platform system, and methods of use thereof |
| CN102296548A (en) * | 2011-06-14 | 2011-12-28 | 乔国华 | Hydraulic truss type moving hanging basket for bridge maintenance and construction method thereof |
| CN103452043A (en) * | 2012-06-04 | 2013-12-18 | 中铁工程设计咨询集团有限公司 | Maintenance system of cable-stayed bridge solid pylon and application of maintenance system |
| CN103638610A (en) * | 2013-12-08 | 2014-03-19 | 颜从均 | Gliding device |
| CN204530492U (en) * | 2015-02-10 | 2015-08-05 | 浙江永峰模具制造有限公司 | A kind of hydraulic climbing mould construction platform |
| 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 |
| CN107956287A (en) * | 2017-12-27 | 2018-04-24 | 天津市雷升科技有限公司 | A kind of construction hanging basket |
| CN210766416U (en) * | 2019-08-07 | 2020-06-16 | 杨扬 | Bridge cylinder mound construction platform |
| CN210917048U (en) * | 2019-10-10 | 2020-07-03 | 南京东交加固工程有限公司 | Hanging flower basket is used in bridge construction that protectiveness is good |
| CN210963835U (en) * | 2019-10-31 | 2020-07-10 | 姚尧 | Training equipment is extended in quality education |
| CN211815642U (en) * | 2020-04-03 | 2020-10-30 | 卜东平 | Swift support of bridge engineering bent cap construction |
| CN212582450U (en) * | 2020-05-10 | 2021-02-23 | 莫亚军 | Platform is changed to bridge beam supports |
| CN213448107U (en) * | 2020-08-12 | 2021-06-15 | 核工业长沙中南建设工程集团公司 | High mound construction reinforcement safety protection handling frame |
| CN213438834U (en) * | 2020-10-20 | 2021-06-15 | 徐州鑫宇源工程机械科技有限公司 | Material grinding device for crane |
| CN112647703A (en) * | 2020-12-26 | 2021-04-13 | 中国建筑第五工程局有限公司 | Temporary bearing device installed on wall and hydraulic climbing frame support with same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216516779U (en) | Steel construction moving platform for building decoration | |
| CN206668292U (en) | A kind of lift-moving type linked roof bar hydraulic support | |
| CN113356078A (en) | Bridge pier column reinforcement rack | |
| CN207468013U (en) | Solid pier formwork hoisting structure | |
| CN205532243U (en) | Electric power overhauls with support of ascending a height | |
| CN210915199U (en) | Buffer device for elevator | |
| CN207511796U (en) | A kind of adjustable height for construction moves ladder | |
| CN210025197U (en) | Assembled component safety repairing frame | |
| CN204938802U (en) | For the rail supported system of tower crane | |
| CN110029591A (en) | The construction auxiliary device and its application method of beam bottom wedge block | |
| CN108715422A (en) | A kind of hydraulic lift | |
| CN205444958U (en) | Fall protection device and fixed brackets thereof for steel structure engineering construction | |
| CN110821209A (en) | Supporting beam frame for building construction | |
| CN109390865B (en) | Lifting type mounting frame for power transformer | |
| CN207392720U (en) | A kind of architectural engineering scaffold bracing means | |
| CN211397396U (en) | Herringbone ladder | |
| CN209163404U (en) | The fixed device of high-rise scaffold support | |
| CN210948448U (en) | Insulating ladder with independently telescopic long and short legs | |
| CN220056265U (en) | Elevating platform for electric power construction | |
| CN218438097U (en) | Easy dismouting gate-type scaffold frame | |
| CN205975366U (en) | Support bracket for bridge construction | |
| CN213359969U (en) | Hydraulic engineering is with maintenance ladder | |
| CN213742203U (en) | Movable operation frame for construction engineering | |
| CN201763228U (en) | Stair tread | |
| CN216920033U (en) | Aerial work platform for road and bridge construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |