CN204057772U - Tower crane service platform - Google Patents
Tower crane service platform Download PDFInfo
- Publication number
- CN204057772U CN204057772U CN201420485568.2U CN201420485568U CN204057772U CN 204057772 U CN204057772 U CN 204057772U CN 201420485568 U CN201420485568 U CN 201420485568U CN 204057772 U CN204057772 U CN 204057772U
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- CN
- China
- Prior art keywords
- tower crane
- platform
- standard section
- service platform
- platform body
- 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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- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 230000007547 defect Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
The utility model provides a kind of tower crane service platform, comprising: at least two platform bodies, the mutually assembled and surrounding enclosed in standard section of tower crane; Multiple supporting linkage, is fixed in the bottom surface of platform body respectively and extends to standard section of tower crane; Platform body is fixedly connected with the crossbeam of standard section of tower crane by supporting linkage.The utility model instead of the existing mounting means utilizing steel pipe scaffold to set up platform on tower crane, and avoids the many defects existing for existing mode, installs the high efficiency of erection construction, alerting ability and safety to improve further.
Description
Technical field
The utility model relates to a kind of erecting stage, is specifically related to a kind of tower crane service platform.
Background technology
At present, tower crane service platform generally uses steel pipe scaffold to set up.But, when tower crane away from attachment point and tower crane is higher, utilize the mode erecting stage of steel pipe scaffold to there is many defects, such as, the materials such as used steel pipe and fastener are all more scattered, be not easy to allocation and transportation and dangerous; Meanwhile, along with tower crane constantly raises, the difficulty set up and danger coefficient also more and more higher.
Utility model content
For overcoming the defect existing for prior art, a kind of tower crane service platform is now provided, instead of the existing mounting means utilizing steel pipe scaffold to set up platform on tower crane, and the many defects avoided existing for existing mode, to improve further, the high efficiency of erection construction, alerting ability and safety are installed.
For achieving the above object, a kind of tower crane service platform is provided, comprises:
At least two platform bodies, the mutually assembled and surrounding enclosed in standard section of tower crane;
Multiple supporting linkage, is fixed in the bottom surface of platform body respectively and extends to standard section of tower crane;
Platform body is fixedly connected with the crossbeam of standard section of tower crane by supporting linkage.
The beneficial effect of the utility model tower crane service platform is, coordinates the supporting linkage under platform by assembled platform simultaneously, realizes setting up of tower crane service platform with high efficient and flexible.
Preferably, supporting linkage has the connecting end surface towards crossbeam, and connecting end surface is fixedly connected with crossbeam by anchor ear.
Preferably, between platform body and standard section of tower crane, there is assemblage gap.
Preferably, the shaft of supporting linkage is close to and is welded in the bottom surface of platform body.
Preferably, the bottom surface of platform body is also provided with connecting screw rod, and platform body is by the mutual assembled connection of connecting screw rod.
Accompanying drawing explanation
Fig. 1 is that the utility model tower crane service platform installs with tower crane the plan structure schematic diagram be connected;
Fig. 2 be Fig. 1 face structural representation;
Fig. 3 is the connection structure schematic diagram of supporting linkage and standard section of tower crane crossbeam in Fig. 1; .
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
With reference to Fig. 1, for the plan structure schematic diagram be connected installed by the utility model tower crane service platform and tower crane.As shown in Figure 1, the utility model provides a kind of tower crane service platform, comprising: former and later two platform bodies 1, the mutually assembled and surrounding enclosed in standard section of tower crane 2; Multiple supporting linkage 3, is fixed in the bottom surface of platform body 1 respectively and extends to standard section of tower crane 2; Platform body 1 is fixedly connected with the crossbeam 20 of standard section of tower crane 2 by supporting linkage 3.
In the present embodiment, because supporting linkage 3 is extended to standard section of tower crane 2 by platform body 1, thus, after pipe link 3 to be supported is connected with the crossbeam 20 of standard section of tower crane 2, there is between platform body 1 and standard section of tower crane 2 certain assemblage gap M.In addition, the bottom surface of platform body 1 is also provided with connecting screw rod 10, and former and later two platform bodies 1 are by the mutual assembled connection of these connecting screw rods 10.
With reference to Fig. 2, face structural representation for Fig. 1.With reference to Fig. 3, it is the connection structure schematic diagram of supporting linkage in Fig. 1 and standard section of tower crane crossbeam.Shown in composition graphs 2 and Fig. 3, supporting linkage 3 has the connecting end surface 30 towards crossbeam 20, and this connecting end surface 30 is provided with four M20mm bolts hole, and with this, crossbeam 20 is fixedly connected with crossbeam 20 by anchor ear 4.Wherein, the shaft of supporting linkage 3 is close to and is welded in the bottom surface of platform body 1; In addition, because the crossbeam 20 of standard section of tower crane 2 mostly is rectangle, thus, above-mentioned anchor ear 4 is rectangle and can agrees with the intimate of crossbeam 20, and this anchor ear 4 and four M20mm bolts hole are connected and fixed.
After there is said structure feature, composition graphs 1 to Fig. 3, can carry out field conduct by following process:
First, former and later two platform bodies 1 are lifted to setting height and the assembled surrounding enclosed in standard section of tower crane 2.Particularly, the connecting screw rod 10 by four M18 × 160mm between two platform bodies 1 is interconnected, and make two platform bodies 1 be combined into an entirety, its width of walkway is 700mm.
Meanwhile, more firm for making to connect between platform, the bottom of platform body 1 also adopts the square tube of 50mm × 50mm × 4mm to weld.In addition, set up for convenience of installing, there is between the aisle of platform body 1 and the crossbeam 20 of standard section of tower crane the assemblage gap of 100mm.Further, the protection railing of platform body 1 has the square tube of 40 × 40 × 3mm to weld, and considers the uncertainty setting up position, the protection railing height of platform is set as 500mm, and arranges intermediate rail at 200mm place, to increase guard rail intensity.
Finally, by anchor ear 4, by bottom platform body 1 all around totally six supporting linkages 3 be fixedly connected with the crossbeam 20 of standard section of tower crane 2.Wherein, between anchor ear 4 with connecting end surface 30, bolt is connected.
With this, firmly quickly whole service platform is erected on standard section of tower crane 2.
After completing above-mentioned implementation process, following characteristics of the present utility model should be able to be embodied:
1) the existing mode utilizing steel pipe scaffold to set up platform, material therefor is scattered in a jumble, be not easy to lifting and dangerous; And tower crane service platform globality of the present utility model is strong and be convenient to set up lifting;
2) the existing mode utilizing steel pipe scaffold to set up platform generally needs time a whole day; And tower crane service platform of the present utility model only needs some hours;
3) the existing mode utilizing steel pipe scaffold to set up platform, its installation difficulty is subject to the impact of tower crane height, and, also can affect the resistance to overturning of tower crane; And tower crane service platform energy high efficient and flexible of the present utility model is erected on the position required for construction, and the stability of tower crane can not be affected.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (5)
1. a tower crane service platform, is characterized in that, comprising:
At least two platform bodies, the mutually assembled and surrounding enclosed in standard section of tower crane;
Multiple supporting linkage, is fixed in the bottom surface of described platform body respectively and extends to described standard section of tower crane;
Described platform body is fixedly connected with by the crossbeam of described supporting linkage with described standard section of tower crane.
2. tower crane service platform according to claim 1, is characterized in that,
Described supporting linkage has the connecting end surface towards described crossbeam, and described connecting end surface is fixedly connected with described crossbeam by anchor ear.
3. tower crane service platform according to claim 2, is characterized in that,
Between described platform body and described standard section of tower crane, there is assemblage gap.
4. tower crane service platform according to claim 2, is characterized in that,
The shaft of described supporting linkage is close to and is welded in the bottom surface of described platform body.
5. tower crane service platform according to claim 1, is characterized in that,
The bottom surface of described platform body is also provided with connecting screw rod, and described platform body is by the mutual assembled connection of described connecting screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420485568.2U CN204057772U (en) | 2014-08-26 | 2014-08-26 | Tower crane service platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420485568.2U CN204057772U (en) | 2014-08-26 | 2014-08-26 | Tower crane service platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204057772U true CN204057772U (en) | 2014-12-31 |
Family
ID=52199327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420485568.2U Expired - Fee Related CN204057772U (en) | 2014-08-26 | 2014-08-26 | Tower crane service platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204057772U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109694009A (en) * | 2019-01-28 | 2019-04-30 | 江苏久和机械有限公司 | Operating platform convenient for the standard knot being horizontally mounted |
-
2014
- 2014-08-26 CN CN201420485568.2U patent/CN204057772U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109694009A (en) * | 2019-01-28 | 2019-04-30 | 江苏久和机械有限公司 | Operating platform convenient for the standard knot being horizontally mounted |
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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: 20141231 |