CN204023422U - A kind of assembling Coping Construction operating platform - Google Patents
A kind of assembling Coping Construction operating platform Download PDFInfo
- Publication number
- CN204023422U CN204023422U CN201420513559.XU CN201420513559U CN204023422U CN 204023422 U CN204023422 U CN 204023422U CN 201420513559 U CN201420513559 U CN 201420513559U CN 204023422 U CN204023422 U CN 204023422U
- Authority
- CN
- China
- Prior art keywords
- frame
- steel
- vertical channel
- operating platform
- steelframe
- 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
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Abstract
The utility model discloses a kind of assembling Coping Construction operating platform, it is characterized in that: on mounted bent cap steel form vertical channel-section steel combination braces, each steelframe bracket is installed, steelframe bracket is by welding two pieces of junction steel plates one on the other at the right-angle side of A-frame, combine at junction steel plate and vertical channel-section steel and correspondingly on braces be provided with prepared screw-bolt hole, and be fixed connection with bolt in prepared screw-bolt hole; Each steelframe bracket is upwards fixed installation respectively along bent cap length on each vertical channel-section steel combination braces, the A-frame of homonymy steelframe bracket is placed plank as construction operation platform.The utility model utilizes mounted bent cap steel form, its vertical channel-section steel combination braces is installed the operating platform of steelframe bracket, plank and round steel composition, the advantages such as peace is torn open conveniently, practical, with low cost, safe and reliable, profile precision and elegance, turnover are convenient.
Description
Technical field
The utility model relates to a kind of assembling Coping Construction operating platform, constructs for bridge coping.
Background technology
Operating platform at present for bridge coping construction generally adopts common steel tube to set up scaffold, and this mode exists following problem:
1, ground requires smooth, solid.If ground is uneven or soft, what not only can increase steel pipe scaffold sets up difficulty, also can bring potential safety hazard to steel pipe scaffold;
2, to tear not only speed open slow for the peace of steel pipe scaffold, and the artificial and material expended costly, is unfavorable for progress monitoring and cost control;
If 3 meet high pier, the scaffolding height of steel pipe scaffold is too high, and certainly will affect its stability, security risk is large.
Utility model content
The utility model is the weak point for avoiding existing for above-mentioned prior art, provides a kind of peace to tear open conveniently, the assembling Coping Construction operating platform of practical, with low cost, safe and reliable, profile precision and elegance.
The utility model is that technical solution problem adopts following technical scheme:
The design feature of the utility model assembling Coping Construction operating platform is: on mounted bent cap steel form vertical channel-section steel combination braces, install each steelframe bracket, described steelframe bracket is by welding two pieces of junction steel plates one on the other at the right-angle side of A-frame, combine at described junction steel plate and channel-section steel and correspondingly on braces be provided with prepared screw-bolt hole, and be fixed connection with bolt in described prepared screw-bolt hole; Each steelframe bracket is fixed installation along on the length direction of bent cap respectively on each channel-section steel combination braces, the A-frame of homonymy steelframe bracket is placed plank as construction operation platform.
The design feature of the utility model assembling Coping Construction operating platform is also:
In the outside of described A-frame in vertically arranging vertical rod, between the vertical rod of homonymy A-frame, sealing in differing heights Shang Ge road round steel form Terrace prevention limit.
Tie up fixing at the overlapping part iron wire of described plank and A-frame.
Compared with the prior art, the utility model beneficial effect is embodied in:
1, the utility model utilizes mounted bent cap steel form, the operating platform of steelframe bracket, plank and round steel composition is installed on its channel-section steel combination braces again, the advantages such as peace is torn open conveniently, practical, with low cost, safe and reliable, profile precision and elegance, turnover are convenient.
2, the utility model is after installing, and both can make Coping Construction operating platform, can make security protection platform again; After use terminates, directly adopt artificial namely dismountable, rationally deposit, can reuse.
Accompanying drawing explanation
Fig. 1 is the utility model schematic cross-sectional view;
Fig. 2 is that in Fig. 1, steelframe bracket installs node profile;
Fig. 3 is steelframe bracket lateral view in the utility model;
Fig. 4 is Fig. 1 lateral view;
Number in the figure: 1 A-frame; 2 junction steel plates; 3 planks; 4 vertical channel-section steel combination braces; 5 round steel; 6 bolts; 7 vertical rods; 8 bent caps.
Detailed description of the invention
See Fig. 1, Fig. 2 and Fig. 3, in the present embodiment, the form of structure of assembling Coping Construction operating platform is:
Each steelframe bracket installed by mounted bent cap steel form vertical channel-section steel combination braces 4, described steelframe bracket is by welding two pieces of junction steel plates 2 one on the other at the right-angle side of A-frame 1, combine at described junction steel plate 2 and vertical channel-section steel and correspondingly on braces 4 be provided with prepared screw-bolt hole, and be fixed connection with bolt 6 in described prepared screw-bolt hole; Each steelframe bracket is fixed installation along on the length direction of bent cap 8 respectively on each vertical channel-section steel combination braces 4, the A-frame 1 of homonymy steelframe bracket is placed plank 3 as construction operation platform.
In concrete enforcement, as shown in Figure 3 and Figure 4, in the outside of A-frame 1 in vertically arranging vertical rod 7, between the vertical rod 7 of homonymy A-frame 1, sealing in differing heights Shang Ge road round steel 5 form Terrace prevention limit, as shown in Figure 1, tie up fixing at plank 3 and the overlapping part iron wire of A-frame 1.
In the present embodiment, steelframe bracket adopts 6.3# angle steel to make A-frame, and the thickness of upper and lower two pieces of junction steel plates 2 is 1cm, and the thickness of plank 3 is 5cm,
In concrete enforcement, first junction steel plate 2 and bolt 6 is utilized, steelframe bracket installed by each vertical channel-section steel combination braces 4 with mounted bent cap steel form, plank 3 is placed as construction operation platform again on homonymy steelframe bracket, tie up firmly at the overlapping part iron wire of plank 3, finally Φ 16 round steel penetrated between the vertical rod 7 of each A-frame 1 on three row's differing heights faces frontier defense as platform and protects.
Claims (3)
1. an assembling Coping Construction operating platform, it is characterized in that: at each steelframe bracket of the upper installation of mounted bent cap steel form vertical channel-section steel combination braces (4), described steelframe bracket presses at the right-angle side of A-frame (1) to weld two pieces of junction steel plates (2) one on the other, combine at described junction steel plate (2) and vertical channel-section steel that braces (4) is upper is correspondingly provided with prepared screw-bolt hole, and be fixed connection with bolt (6) in described prepared screw-bolt hole; Each steelframe bracket is fixed installation along on the length direction of bent cap (8) respectively on each vertical channel-section steel combination braces (4), the A-frame (1) of homonymy steelframe bracket is placed plank (3) as construction operation platform.
2. assembling Coping Construction operating platform according to claim 1, it is characterized in that: in the outside of described A-frame (1) in vertically arranging vertical rod (7), between the vertical rod (7) of homonymy A-frame (1), sealing in differing heights Shang Ge road round steel (5) form Terrace prevention limit.
3. assembling Coping Construction operating platform according to claim 1, is characterized in that: tie up fixing at described plank (3) and the overlapping part iron wire of A-frame (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420513559.XU CN204023422U (en) | 2014-09-05 | 2014-09-05 | A kind of assembling Coping Construction operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420513559.XU CN204023422U (en) | 2014-09-05 | 2014-09-05 | A kind of assembling Coping Construction operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204023422U true CN204023422U (en) | 2014-12-17 |
Family
ID=52063310
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420513559.XU Expired - Fee Related CN204023422U (en) | 2014-09-05 | 2014-09-05 | A kind of assembling Coping Construction operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204023422U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320183A (en) * | 2016-09-28 | 2017-01-11 | 中交第航务工程局有限公司 | Assembly type bent cap formwork system |
| CN107443549A (en) * | 2017-08-31 | 2017-12-08 | 上海公路投资建设发展有限公司 | Multipurpose lighting integral cap girder steel formwork |
| CN111827116A (en) * | 2019-04-15 | 2020-10-27 | 中交路桥建设有限公司 | Combined high pier capping beam construction support |
-
2014
- 2014-09-05 CN CN201420513559.XU patent/CN204023422U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320183A (en) * | 2016-09-28 | 2017-01-11 | 中交第航务工程局有限公司 | Assembly type bent cap formwork system |
| CN107443549A (en) * | 2017-08-31 | 2017-12-08 | 上海公路投资建设发展有限公司 | Multipurpose lighting integral cap girder steel formwork |
| CN111827116A (en) * | 2019-04-15 | 2020-10-27 | 中交路桥建设有限公司 | Combined high pier capping beam construction support |
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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 |
Granted publication date: 20141217 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |