CN202559701U - Operating platform for installing roof truss and steel structure beam - Google Patents
Operating platform for installing roof truss and steel structure beam Download PDFInfo
- Publication number
- CN202559701U CN202559701U CN2012202100123U CN201220210012U CN202559701U CN 202559701 U CN202559701 U CN 202559701U CN 2012202100123 U CN2012202100123 U CN 2012202100123U CN 201220210012 U CN201220210012 U CN 201220210012U CN 202559701 U CN202559701 U CN 202559701U
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- CN
- China
- Prior art keywords
- operating platform
- roof truss
- aerial ladder
- platform
- steel structure
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 13
- 239000010959 steel Substances 0.000 title claims abstract description 13
- 239000000463 material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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Abstract
The utility model belongs to the building construction equipment field especially relates to an operation platform that is used for installing roof truss and steel construction roof beam. The operating platform comprises an aerial ladder, wherein a concave bottom plate is fixedly arranged at the top end of the aerial ladder, a notch is arranged in the middle of the concave bottom plate, guard bars are arranged on the periphery of the concave bottom plate to form the operating platform, and a platform inlet is arranged in the direction facing the aerial ladder. Need build the scaffold frame operation before than, adopt the utility model discloses a mode, labour saving and time saving not only, convenient and fast moreover, more importantly has guaranteed construction worker's operation safety, is worth wideling popularize.
Description
Technical field
The utility model belongs to building operations equipment field, particularly relates to the operating platform that is used to install roof truss and steel structure girder.
Background technology
At present, long span building is more and more, especially industrial premises; General mostly being bent structure, is on the bracket post roof truss to be installed basically, this structural span greatly, highly big; Operating surface all was to set up scaffold in the past when roof truss was installed, and there are a lot of drawbacks in this mode of operation, and the expense material of wasting time and energy not only scaffolds erecting; Simultaneously, neither the workman that makes things convenient for very operate construction, safety also is a very big technical problem.
Summary of the invention
The utility model technical problem to be solved is: when on the column top roof truss or steel structure girder being installed, design a kind of operating platform that safety barrier is arranged around safe, and this operating platform can move, workman's easy construction is reliable.
The technical scheme that solves the problems of the technologies described above is: the operating platform that is used to install roof truss and steel structure girder; Comprise aerial ladder; The fixed concave base plate that is being provided with on the top of aerial ladder; Recess is set in the middle of concave base plate, at the concave base plate periphery guard rail rod is being set and is forming operating platform, wherein the platform inlet is being set in direction towards aerial ladder.
In the practice,, make removable cat ladder according to the principle of aerial ladder; On the top of aerial ladder underslung operating platform is set then, this operating platform is looked down and is matrix, and the size of the mouth of matrix adapts with the size of the column of constructing; Utilize recess " encirclement " column, guarantee the stable of operating platform, also can divider gate be set simultaneously in the platform entrance; Like this, the workman gets into the very convenient safety of operating platform construction operation through having the stair that go along with sb. to guard him both sides; After construction finishes, operating platform being moved on to next place's setting, is very much quick.
The beneficial effect of the utility model: than the operation that need scaffold erecting before, adopt the mode of the utility model, not only time saving and energy saving, and also convenient and swift, the more important thing is the handling safety that has guaranteed the construction workman, be worth promoting.
Description of drawings
Below in conjunction with accompanying drawing the utility model is done further explanation.
Accompanying drawing 1 is the main TV structure sketch map of the utility model.
The specific embodiment
Be used to install the operating platform of roof truss and steel structure girder; As shown in Figure 1; Comprise aerial ladder 1, the fixed concave base plate 3 that is being provided with on the top of aerial ladder 1 is provided with recess 2 in the middle of concave base plate 3; At concave base plate 3 peripheries guard rail rod 4 is being set and is forming operating platform, wherein platform inlet 5 is being set in direction towards aerial ladder 1.Operating platform integral body is made up of steel material.The column size of the size of recess 2 and constructing operation adapts.In described platform entrance divider gate can be installed.
Claims (4)
1. be used to install the operating platform of roof truss and steel structure girder; Comprise aerial ladder (1); It is characterized in that: the fixed concave base plate (3) that is being provided with on the top of aerial ladder (1); Recess (2) is set in the middle of concave base plate (3), at concave base plate (3) periphery guard rail rod (4) is being set and is forming operating platform, wherein platform inlet (5) is being set in direction towards aerial ladder (1).
2. the operating platform that is used to install roof truss and steel structure girder according to claim 1 is characterized in that: operating platform integral body is made up of steel material.
3. the operating platform that is used to install roof truss and steel structure girder according to claim 1 is characterized in that: the size of recess (2) and the column size of constructing operation adapt.
4. the operating platform that is used to install roof truss and steel structure girder according to claim 1 is characterized in that: in described platform entrance divider gate can be installed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012202100123U CN202559701U (en) | 2012-05-11 | 2012-05-11 | Operating platform for installing roof truss and steel structure beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012202100123U CN202559701U (en) | 2012-05-11 | 2012-05-11 | Operating platform for installing roof truss and steel structure beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202559701U true CN202559701U (en) | 2012-11-28 |
Family
ID=47209368
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012202100123U Expired - Fee Related CN202559701U (en) | 2012-05-11 | 2012-05-11 | Operating platform for installing roof truss and steel structure beam |
Country Status (1)
Country | Link |
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CN (1) | CN202559701U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103600185A (en) * | 2013-10-30 | 2014-02-26 | 中冶天工上海十三冶建设有限公司 | Temporary construction platform for high-altitude welding of steel structure |
-
2012
- 2012-05-11 CN CN2012202100123U patent/CN202559701U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103600185A (en) * | 2013-10-30 | 2014-02-26 | 中冶天工上海十三冶建设有限公司 | Temporary construction platform for high-altitude welding of steel structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121128 Termination date: 20140511 |