CN203546616U - Bridge high pier reinforcing steel bar work platform - Google Patents
Bridge high pier reinforcing steel bar work platform Download PDFInfo
- Publication number
- CN203546616U CN203546616U CN201320688520.7U CN201320688520U CN203546616U CN 203546616 U CN203546616 U CN 203546616U CN 201320688520 U CN201320688520 U CN 201320688520U CN 203546616 U CN203546616 U CN 203546616U
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- support
- stressed support
- bridge high
- horizontal force
- reinforcing steel
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- Expired - Fee Related
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Abstract
The utility model discloses a bridge high pier reinforcing steel bar work platform. The two ends of a perpendicular stressed support are connected with an upper horizontal stressed support and a lower horizontal stressed support respectively, an inclined stressed support is further arranged between the perpendicular stressed frame and the upper horizontal stressed support, the perpendicular stressed frame, the upper horizontal stressed support, the lower horizontal stressed support and the inclined stressed support form a stable steel structure, a guard rail is arranged on the upper horizontal stressed support, a safety guard net is installed on the guard rail, platform scaffold plates are laid on both the upper horizontal stressed support and the lower horizontal stressed support, and the lower horizontal stressed support is connected with a supporting frame through bolts. According to the bridge high pier reinforcing steel bar work platform, an upper work platform and a lower work platform can be provided, the safety problem of bridge high pier reinforcing steel bar work is well solved, and safety feeling of operators is substantially improved; the operating speed for mounting reinforcing steel bars is also substantially improved, and the purposes that the bridge high pier reinforcing steel bar work is conveniently, safely and reliably operated by the bridge high pier operators, and the schedule is fast are achieved.
Description
Technical field
The utility model relates to a kind of job platform, particularly a kind of Bridge High-pier reinforcing bar job platform that is applicable to the bridge high-altitude reinforcing bar job execution in speedway, railroad bridge field.
Background technology
One of speedway, railway bridge deck-molding pier reinforcing bar binding operation difficult point are just to provide job platform operator safety, quick and convenient installation reinforcing bar; Provide reinforcing bar to be transported to interim stowed location after high pier.General way is to take a temporary platform on the high pier concrete surface of having built.Operating personnel's safety factor is not high, and the operating speed of reinforcement installation is unhappy.
Summary of the invention
The purpose of this utility model is to provide a kind of Bridge High-pier reinforcing bar job platform, this platform can provide the working space of a safety and reinforcing bar to be transported to the interim place of stacking after high pier to operating personnel, reaches the object that operating personnel is easy to operate, progress is fast, safe and reliable.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of Bridge High-pier reinforcing bar job platform, vertical stress support two ends are gone up respectively horizontal force support and are connected with lower horizontal force support, between vertical stress support and upper horizontal force support, be also provided with oblique loading support, vertical stress support, on, lower horizontal force support and oblique loading prop up and are configured to a stable steel work, on upper horizontal force support, be provided with protective guard, safety guard net is installed on protective guard, on upper horizontal force support and lower horizontal force support, all mat formation and have platform legs palm, lower horizontal force support is connected with bracing frame by bolt.
Between each parts of formation steel work, adopt bolt or be welded to connect.Bracing frame side is provided with bracing frame bolt, for bracing frame is fixed on to template.
Because the utility model has adopted said structure, upper and lower two job platforms can be provided, preferably resolve the safety problem of Bridge High-pier reinforcing bar operation, operating personnel's sense of security significantly improves; The operating speed that reinforcing bar is installed also has raising by a relatively large margin, has reached the object that Bridge High-pier operating personnel is easy to operate, progress is fast, safe and reliable.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is plan structure schematic diagram of the present utility model.
Fig. 3 is that the utility model is used state diagram.
The specific embodiment
Structure of the present utility model as shown in Figure 1-2, a kind of Bridge High-pier reinforcing bar job platform, vertical stress support 8 two ends are gone up respectively horizontal force support 7 and are connected with lower horizontal force support 7 ', between vertical stress support 8 and upper horizontal force support 7, be also provided with oblique loading support 9, vertical stress support, on, lower horizontal force support and oblique loading prop up and are configured to a stable stabilized steel structure 1, on upper horizontal force support 7, be provided with protective guard 2, safety guard net 4 is installed on protective guard 2, on upper horizontal force support 7 and lower horizontal force support 7 ', all mat formation and have platform legs palm 3, lower horizontal force support 7 ' is connected with bracing frame 5 by bolt 6.Between each parts of formation steel work 1, adopt bolt or be welded to connect.Bracing frame 5 sides are provided with bracing frame bolt 10, for bracing frame 5 is fixed on to template 11.
Manufacturing process of the present utility model is as follows:
(1), according to design drawing blanking, utilize angle steel or channel-section steel to make vertical stress support 8, upper horizontal force support 7, lower horizontal force support 7 ' and oblique loading support 9;
(2) make the position that emits the steel work 1 of upper and lower platform on platform, notice that in upper mounting plate hoop, minimum dimension, than high pier template 11 outside dimensions large (can control by 15 ~ 20cm), is welded or is bolted, shifting out making platform standby;
(3) utilize crane by upper mounting plate sling, contraposition.After upper mounting plate position meets the demands, weld with vertical longitudinal, horizontal, horizontal inclined support, job platform is completed by level, stabilized steel structure 1 vertical, that oblique loading support forms;
(4) protective guard 2 of two platforms of welded and installed, lays plate 3 for platform legs, and protective screening 4 is installed;
(5) bracing frame 5 in high pier template 11 outside welding or bolt connection template, Bridge High-pier reinforcing bar job platform structure completes.
After the utility model installation, along high pier surrounding, form the whole level of a hoop, the stabilized steel structure that the stressed section bar of vertical, oblique support (angle steel, channel-section steel etc.) forms, and form upper and lower two job platforms, two platforms have certain discrepancy in elevation, Bridge High-pier reinforcing bar binding operating personnel can complete construction operation on two platforms, the operating personnel of upper and lower job platform can cooperatively interact reinforcing bar is installed fast, easily, and two platforms dispersible, reasonably stack reinforcing bar.
Claims (3)
1. a Bridge High-pier reinforcing bar job platform, it is characterized in that: vertical stress support (8) two ends are gone up respectively horizontal force support (7) and are connected with lower horizontal force support (7 '), between vertical stress support (8) and upper horizontal force support (7), be also provided with oblique loading support (9), vertical stress support, on, lower horizontal force support and oblique loading prop up and are configured to a stable steel work (1), on upper horizontal force support (7), be provided with protective guard (2), safety guard net (4) is installed on protective guard (2), on upper horizontal force support (7) and lower horizontal force support (7 '), all mat formation and have platform legs palm (3), lower horizontal force support (7 ') is connected with bracing frame (5) by bolt (6).
2. Bridge High-pier reinforcing bar job platform according to claim 1, is characterized in that: between each parts of formation steel work (1), adopt bolt or be welded to connect.
3. Bridge High-pier reinforcing bar job platform according to claim 1, is characterized in that: bracing frame (5) side is provided with bracing frame bolt (10), for bracing frame (5) is fixed on to template (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320688520.7U CN203546616U (en) | 2013-11-04 | 2013-11-04 | Bridge high pier reinforcing steel bar work platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320688520.7U CN203546616U (en) | 2013-11-04 | 2013-11-04 | Bridge high pier reinforcing steel bar work platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546616U true CN203546616U (en) | 2014-04-16 |
Family
ID=50464753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320688520.7U Expired - Fee Related CN203546616U (en) | 2013-11-04 | 2013-11-04 | Bridge high pier reinforcing steel bar work platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546616U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824204A (en) * | 2018-07-12 | 2018-11-16 | 宁波市建设集团股份有限公司 | Pier stud construction method and the construction assembled operating platform of pier stud |
-
2013
- 2013-11-04 CN CN201320688520.7U patent/CN203546616U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824204A (en) * | 2018-07-12 | 2018-11-16 | 宁波市建设集团股份有限公司 | Pier stud construction method and the construction assembled operating platform of pier stud |
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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: 20140416 Termination date: 20191104 |