CN217869998U - Bridge hogging moment stretch-draw, mud jacking operation platform - Google Patents
Bridge hogging moment stretch-draw, mud jacking operation platform Download PDFInfo
- Publication number
- CN217869998U CN217869998U CN202220954764.4U CN202220954764U CN217869998U CN 217869998 U CN217869998 U CN 217869998U CN 202220954764 U CN202220954764 U CN 202220954764U CN 217869998 U CN217869998 U CN 217869998U
- Authority
- CN
- China
- Prior art keywords
- operation platform
- support frame
- supporting beam
- parallel
- parallel support
- 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.)
- Active
Links
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 23
- 239000004744 fabric Substances 0.000 abstract description 4
- 239000000463 material Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model belongs to the technical field of bridge construction, in particular to a bridge hogging moment tensioning and grouting operation platform, which comprises an operation platform body, wherein the operation platform body comprises four horizontal supporting beams which are arranged in parallel, and two ends of the four horizontal supporting beams are respectively connected through a longitudinal supporting beam, so that the horizontal supporting beams and the longitudinal supporting beams are connected to form a rectangular platform; two horizontal supporting beam's in the outside both ends are outwards extended and use horizontal supporting beam to be equipped with the pulley as the axle, and two horizontal supporting beam's of inboard intermediate position all sets up the connector, and vertical supporting beam is all connected to the below of two connectors, and a parallel support frame is connected jointly to two vertical supporting beam, and parallel support frame extends forward and sets up and parallel with the operation platform body, and the parallel support frame upper end is equipped with the detachable platform. The utility model provides an in the narrow and small bridge hogging moment stretch-draw of left and right sides width of cloth interval, the mud jacking construction, the progress is slow during the crane construction, and the quality can't be guaranteed, the great problem that reduces of efficiency of construction simultaneously.
Description
Technical Field
The utility model belongs to the technical field of the bridge construction, especially, relate to a bridge hogging moment stretch-draw, mud jacking operation platform.
Background
In the prior art, the left-right width space of part of bridges is narrow, and the tensioning and grouting construction can not be directly carried out at a conventional fixed point. At the present stage, tensioning and grouting work is constructed in a form of a crane from the lower part. The progress is slow, and the quality can't guarantee characteristics, the great reduction of efficiency of construction simultaneously.
SUMMERY OF THE UTILITY MODEL
The utility model provides a bridge hogging moment stretch-draw, mud jacking operation platform, solve about the narrow and small bridge hogging moment stretch-draw of width of cloth interval, mud jacking construction, the progress is slow during the crane construction, and the quality can't be guaranteed, the great problem that reduces of efficiency of construction simultaneously.
In order to achieve the above object, the utility model adopts the following technical scheme:
a bridge hogging moment tensioning and grouting operation platform comprises an operation platform body, wherein the operation platform body comprises four transverse supporting beams which are arranged in parallel, and two ends of the four transverse supporting beams are connected through a longitudinal supporting beam respectively, so that the transverse supporting beams and the longitudinal supporting beams are connected to form a rectangular platform;
two horizontal supporting beam's in the outside both ends are outwards extended and use horizontal supporting beam to be equipped with the pulley as the axle, and two horizontal supporting beam's of inboard intermediate position all sets up the connector, and vertical supporting beam is all connected to the below of two connectors, and a parallel support frame is connected jointly to two vertical supporting beam, and parallel support frame extends forward and sets up and parallel with the operation platform body, and the parallel support frame upper end is equipped with the detachable platform.
Furthermore, parallel support frame's front end is equipped with the rail guard, and the rail guard is parallel with vertical supporting beam.
Furthermore, an inclined support is connected between the parallel support frame and the guard rail.
Furthermore, an inclined strut is connected between the parallel support frame and the vertical support beam.
Further, the parallel support frame, the guard rail and the inclined strut can be detached.
Further, the transverse support beams and the longitudinal support beams are connected in a welding mode.
Furthermore, the vertical supporting beam, the parallel supporting frame, the protective guard and the inclined strut are respectively provided with a preformed hole, the vertical supporting beam, the parallel supporting frame and the inclined strut are connected by arranging bolts in the preformed holes, and the protective guard, the parallel supporting frame and the inclined strut are connected by arranging bolts in the preformed holes
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model comprises an operation platform body, wherein the operation platform body comprises four transverse supporting beams which are arranged in parallel, and the two ends of the four transverse supporting beams are respectively connected through a longitudinal supporting beam, so that the transverse supporting beams and the longitudinal supporting beams are connected to form a rectangular platform; two horizontal supporting beam's in the outside both ends are outwards extended and use horizontal supporting beam to be equipped with the pulley as the axle, and two horizontal supporting beam's of inboard intermediate position all sets up the connector, and vertical supporting beam is all connected to the below of two connectors, and a parallel support frame is connected jointly to two vertical supporting beam, and parallel support frame extends forward and sets up and parallel with the operation platform body, and the parallel support frame upper end is equipped with the detachable platform. The device has solved about in the narrow and small bridge hogging moment stretch-draw of width of cloth interval, the mud jacking construction, the progress is slow during the crane construction, the unable assurance characteristics of quality, the great reduction of efficiency of construction simultaneously problem. Manpower and material resources are greatly reduced, the practicability of the operating platform is effectively improved, the construction efficiency is improved, and the construction quality is guaranteed.
Drawings
FIG. 1 is a front view of a hogging moment tensioning and grouting operation platform of a bridge;
FIG. 2 is a left side view of the hogging moment tensioning and grouting operation platform of the bridge;
FIG. 3 is a top view of the hogging moment tensioning and grouting operation platform for a bridge.
Wherein: 1-operating a platform body; 2-a transverse support beam; 3-longitudinal support beam; 4-vertical supporting beams; 5-parallel support frames; 6, protecting the fence; 7-diagonal bracing; 8-a detachable platform; 9-a connector; 10-a pulley; 11-guard rail.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1, 2 and 3, the bridge hogging moment tensioning and grouting operation platform comprises an operation platform body 1, wherein the operation platform body 1 comprises four transverse supporting beams 2 arranged in parallel, and two ends of the four transverse supporting beams 2 are connected through a longitudinal supporting beam 3 respectively, so that the transverse supporting beams 2 and the longitudinal supporting beam 3 are connected to form a rectangular platform.
Two horizontal supporting beam 2's in the outside both ends outwards extend and use this horizontal supporting beam 2 to be equipped with pulley 10 as the axle, and two horizontal supporting beam 2's of inboard intermediate position all sets up connector 9, and vertical supporting beam 4 is all connected to two connector 9's below, and a parallel support frame 5 is connected jointly to two vertical supporting beam 4, and parallel support frame 5 extends forward and sets up and is parallel with operation platform body 1, and 5 upper ends of parallel support frame are equipped with detachable platform 8.
As a further alternative of this embodiment, the transverse support beam 2 and the longitudinal support beam 3 are connected by welding.
As a further option of this embodiment, a guard rail 6 is disposed at the front end of the parallel support frame 5, and the guard rail 6 is parallel to the vertical support beam 4.
As a further option of this embodiment, an inclined strut 7 is connected between the parallel support frame 5 and the guard rail 6, and the inclined strut 7 is used to enhance the direct stability of the parallel support frame 5 and the guard rail 6.
As a further option of this embodiment, an inclined strut 7 is connected between the parallel support frame 5 and the vertical support beam 4, and the inclined strut 7 is used for enhancing the direct stability of the parallel support frame 5 and the vertical support beam 4.
As a further option of this embodiment, the parallel support frame 5, the guard rail 6 and the diagonal brace 7 are all detachable.
As a further option of this embodiment, the vertical support beam 4, the parallel support frame 5, the guard rail 6, and the inclined strut 7 are all provided with a reserved hole, the vertical support beam 4, the parallel support frame 5, and the inclined strut 7 are connected by arranging a bolt in the reserved hole, and the guard rail 6, the parallel support frame 5, and the inclined strut 7 are connected by arranging a bolt in the reserved hole.
During the use, set up operation platform body 1 in the top of guardrail 11, pulley 10 sets up on guardrail 11, drives operation platform body 1 through pulley 10 and removes, carries out the atress at vertical supporting beam 3 of assigned position, need not to formulate and prevents arresting gear, installs parallel bracing frame 5, rail guard 6, bracing 7 during the constructor operation to work on can dismantling platform 8. Dismantle after the use, be convenient for promote operation platform to the bridge floor on, constructor can decide operation platform's size according to the bridge construction operating mode when bridge hogging moment stretch-draw, mud jacking.
For traditional construction method, the utility model discloses a can construct bridge hogging moment stretch-draw, mud jacking engineering with the mode of operation platform installation on guardrail 11, operation platform is confirmed according to the bridge construction face, has solved simultaneously about present narrow and small bridge hogging moment stretch-draw of width of cloth interval, during the mud jacking construction, the progress is slow during the crane construction, the unable assurance of quality, the great problem that reduces of efficiency of construction simultaneously. Manpower and material resources are greatly reduced, the practicability of the operating platform is effectively improved, the construction efficiency is improved, and the construction quality is guaranteed.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise forms disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical application, to thereby enable others skilled in the art to best understand and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (7)
1. The utility model provides a bridge hogging moment stretch-draw, mud jacking operation platform which characterized in that: the operation platform comprises an operation platform body (1), wherein the operation platform body (1) comprises four transverse supporting beams (2) which are arranged in parallel, and two ends of each of the four transverse supporting beams (2) are connected through a longitudinal supporting beam (3) respectively, so that the transverse supporting beams (2) and the longitudinal supporting beams (3) are connected to form a rectangular platform;
the both ends of two transverse supporting beam (2) in the outside outwards extend and with transverse supporting beam (2) are equipped with pulley (10) for the axle, and the intermediate position of two transverse supporting beam (2) in the inboard all sets up connector (9), and vertical supporting beam (4) are all connected to the below of two connectors (9), and a parallel support frame (5) is connected jointly to two vertical supporting beam (4), parallel support frame (5) extend forward and set up and be parallel with operation platform body (1), and parallel support frame (5) upper end is equipped with detachable platform (8).
2. The bridge hogging moment tensioning and mudjacking operation platform of claim 1, wherein: the front end of the parallel support frame (5) is provided with a guard rail (6), and the guard rail (6) is parallel to the vertical support beam (4).
3. The bridge hogging moment tensioning and mudjacking operation platform of claim 2, wherein: and an inclined strut (7) is connected between the parallel support frame (5) and the guard rail (6).
4. The bridge hogging moment tensioning and mudjacking operation platform of claim 3, wherein: and an inclined strut (7) is connected between the parallel support frame (5) and the vertical support beam (4).
5. The bridge hogging moment tensioning and mudjacking operation platform of claim 4, wherein: the parallel support frame (5), the guard rail (6) and the inclined support (7) can be detached.
6. The bridge hogging moment tensioning and mudjacking operation platform of claim 5, wherein: the transverse supporting beams (2) and the longitudinal supporting beams (3) are connected in a welding mode.
7. The bridge hogging moment tensioning and mudjacking operation platform of claim 6, wherein: all be equipped with the preformed hole on vertical supporting beam (4), parallel support frame (5), rail guard (6) and bracing (7), make vertical supporting beam (4), parallel support frame (5) and bracing (7) three connect through set up the bolt in the preformed hole, make rail guard (6), parallel support frame (5) and bracing (7) three connect through set up the bolt in the preformed hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220954764.4U CN217869998U (en) | 2022-04-24 | 2022-04-24 | Bridge hogging moment stretch-draw, mud jacking operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220954764.4U CN217869998U (en) | 2022-04-24 | 2022-04-24 | Bridge hogging moment stretch-draw, mud jacking operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217869998U true CN217869998U (en) | 2022-11-22 |
Family
ID=84087187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220954764.4U Active CN217869998U (en) | 2022-04-24 | 2022-04-24 | Bridge hogging moment stretch-draw, mud jacking operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217869998U (en) |
-
2022
- 2022-04-24 CN CN202220954764.4U patent/CN217869998U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN217869998U (en) | Bridge hogging moment stretch-draw, mud jacking operation platform | |
| CN108487098A (en) | A kind of box culvert inner side template support system | |
| CN210368578U (en) | Emergency bridge for oil field emergency | |
| CN215164544U (en) | Foldable movable assembly type gap bridge middle-belt safety channel | |
| CN115324074A (en) | Portable mud guard of dregs hole | |
| CN212406048U (en) | Attached jacking mechanism of super high-rise jacking platform | |
| CN210589859U (en) | Movable precast beam concrete cloth construction platform | |
| CN211200430U (en) | Novel combined steel open caisson | |
| CN215558562U (en) | Tower machine standard festival dismouting structure | |
| CN207988457U (en) | It is protected outside skyscraper staggered floor balcony and operating platform sets up structure | |
| CN216691089U (en) | A workstation car that is used for shield tunnel section of jurisdiction to repair and supplementary slip casting | |
| CN212656135U (en) | Highway bridge pile foundation reinforcing apparatus | |
| CN219616988U (en) | Welding frame for welding door frame of fan tower | |
| CN214423126U (en) | Steel temporary bridge for high-pile wharf construction | |
| CN110541426A (en) | Be suitable for prosthetic fender structure of enclosing of not cutting off water supply of large-scale water delivery channel | |
| CN218520958U (en) | Multistage protector of dam body construction tower machine | |
| CN216157327U (en) | Water conservancy dyke engineering is with warning rail | |
| CN210368671U (en) | Highway-railway dual-purpose bridge girder erection machine | |
| CN214005447U (en) | Construction platform is used in installation of steel case roof beam tuyere | |
| CN221002797U (en) | Mining roadway support structure | |
| CN220908127U (en) | Beret piece convenient to assemble | |
| CN219387899U (en) | Mountain area high-speed railway tunnel bridge protection open cut tunnel structure | |
| CN218508968U (en) | Bearing frame for building construction | |
| CN209942214U (en) | Scaffold diagonal bracing device | |
| CN210341598U (en) | Cross-navigation main bridge structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No.114, Jiaodaokou South Street, Dongcheng District, Beijing, 100007 Patentee after: CCCC Construction Group Co.,Ltd. Patentee after: CCCC FOURTH HIGHWAY ENGINEERING Co.,Ltd. Address before: No.114, Jiaodaokou South Street, Dongcheng District, Beijing, 100007 Patentee before: CCCC FOURTH HIGHWAY ENGINEERING Co.,Ltd. Patentee before: CCCC FOURTH HIGHWAY FIRST ENGINEERING FIRMS CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231010 Address after: 100176 unit 1308, 15th floor, building 1, No.3, rongjingdong street, economic and Technological Development Zone, Daxing District, Beijing Patentee after: CCCC FOURTH HIGHWAY ENGINEERING Co.,Ltd. Patentee after: CCCC Construction Group Co.,Ltd. Address before: No.114, Jiaodaokou South Street, Dongcheng District, Beijing, 100007 Patentee before: CCCC Construction Group Co.,Ltd. Patentee before: CCCC FOURTH HIGHWAY ENGINEERING Co.,Ltd. |