CN209723570U - Steel column docking installation operation platform - Google Patents
Steel column docking installation operation platform Download PDFInfo
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- CN209723570U CN209723570U CN201920340622.7U CN201920340622U CN209723570U CN 209723570 U CN209723570 U CN 209723570U CN 201920340622 U CN201920340622 U CN 201920340622U CN 209723570 U CN209723570 U CN 209723570U
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- steel column
- installation operation
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- bridge
- operation platform
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Abstract
The utility model discloses a kind of steel column docking installation operation platforms, belong to technical field of building construction.The steel column docking installation operation platform is arranged in steel column periphery, steel column docking installation operation platform includes hanging rod, scrap (bridge) bar, support rod and plate, hanging rod is hung over along the vertical direction on the otic placode of steel column, scrap (bridge) bar is vertically arranged along the periphery of multiple hanging rods, and horizontally disposed support rod between hanging rod and scrap (bridge) bar bottom end, plate ride upon on multiple support rods.Multiple vertical bars and horizon bar are staggered in this kind of structure, form stable operating platform；The utility model is set up using standard component, does not need professional, installation, and structure is simple, easy to operate, to set up the period short；And the operating platform is stuck in the two sides of H profile steel column, after the completion of use, as long as operating platform is removed, when reusing, as long as the operating platform is fixed on the H profile steel column for needing to operate, improves the recycling rate of waterused of operating platform.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of steel column docking installation operation platforms.
Background technique
In metallurgy industry installing engineering, factory building steel column is always up to hundred meters, and single steel column weighs hundred tons, and the production of steel column is usual
It is completed in steel construction factory, for the ease of transport, a steel column usually point both ends are made, field joint installation, usually first by lower steel column
It is fixed, recycle crane that upper steel column is in place, then tighten connection bolt.Currently, steel column installation generallys use and sets up well word foot hand
Frame construction.But well word scaffolding structure is complicated, needs professional's built, frame pipe, fastener expense are big, scaffold building
Site requirements is smooth, hard, clear, and it is costly to set up well cabinet frame, sets up that the period is long, reduces the efficiency of steel column installation,
And recycling rate of waterused is low.
Therefore, it is urgent to provide a kind of steel column docking installation operation platforms, and to solve, above-mentioned well word scaffolding structure is complicated, takes
If complex steps set up the technical problem that the period is long, recycling rate of waterused is low.
Utility model content
The purpose of this utility model is to provide a kind of steel column docking installation operation platform, structure is simple, installation is easy,
Set up that the period is short and high recycling rate.
To achieve the above object, the following technical schemes are provided:
The utility model provides a kind of steel column docking installation operation platform, the steel column docking installation operation platform setting
The otic placode of steel column is hung over along the vertical direction in the steel column periphery, including hanging rod, scrap (bridge) bar, support rod and plate, the hanging rod
On, the scrap (bridge) bar is vertically arranged along the periphery of multiple hanging rods, and along water between the hanging rod and scrap (bridge) bar bottom end
Square to the support rod is arranged, the plate is ridden upon on multiple support rods.
Further, the upper end of the hanging rod is provided with the steel plate of hook-shaped elbow structure.
Further, wirerope is connected in turn in top and medium position between multiple scrap (bridge) bars.
Further, support rod is respectively provided between the adjacent hanging rod and between the adjacent scrap (bridge) bar.
Further, the support rod between the hanging rod and scrap (bridge) bar bottom end is stretched out at the both ends of the plate
100-200mm。
Further, pass through weldering between the hanging rod and the support rod, between the scrap (bridge) bar and the support rod
The mode of connecing connects.
Further, angle steel is welded at the joint angle of the hanging rod and the support rod；The scrap (bridge) bar and the support
Angle steel is welded at the joint angle of bar.
Further, it is connected by the way of steel wire lashing between the plate and the support rod.
Further, it is connected by screw bolts between the plate and the support rod.
Further, the hanging rod, the scrap (bridge) bar and the support rod are all made of round steel preparation, and the plate uses slot
Steel is standby.
Compared with prior art, the periphery of steel column is arranged in steel column docking installation operation platform provided by the utility model,
Wherein, hanging rod is hung on the otic placode of steel column, and the periphery of hanging rod is arranged in scrap (bridge) bar, and branch is arranged in bottom end between hanging rod and scrap (bridge) bar
Strut, plate ride upon on support rod.Multiple vertical bars and horizon bar are staggered in this kind of structure, form stable operation
Platform, structure are simple；Compared with prior art, the utility model is set up using standard component, does not need professional, and installation is
Can, it is easy to operate, it is short to set up the period；Compared with prior art, the operating platform that the utility model uses is stuck in H profile steel column
Two sides, after the completion of use, as long as operating platform is removed, when reusing, need to grasp as long as the operating platform is fixed on
On the H profile steel column of work, the recycling rate of waterused of operating platform is improved.
Detailed description of the invention
Fig. 1 is the status diagram of the steel column butt joint in the utility model embodiment；
Fig. 2 be Fig. 1 in along A-A to top view；
Fig. 3 is the structural schematic diagram one of the steel column docking installation operation platform in the utility model embodiment；
Fig. 4 is the structural schematic diagram two of the steel column docking installation operation platform in the utility model embodiment；
Fig. 5 is the enlarged drawing in the portion B in Fig. 4；
Fig. 6 be Fig. 4 in along C-C to side view.
Appended drawing reference: 1- hanging rod；2- scrap (bridge) bar；3- support rod；4- plate；5- angle steel；6- steel plate；7- wirerope；On 8-
Steel column；Steel column under 9-；10- otic placode；11- connecting plate.
Specific embodiment
The technical issues of to solve the utility model, the technical solution of use and the technical effect that reaches are clearer,
It is described in further detail below in conjunction with technical solution of the attached drawing to the utility model embodiment, it is clear that described reality
Applying example is only the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention,
It is practical new to belong to this for those skilled in the art's every other embodiment obtained without making creative work
The range of type protection.
As Figure 1-Figure 2, a kind of steel column docking installation operation platform is present embodiments provided, upper 8 He of steel column is applied to
Docking between lower steel column 9, in general, steel column includes two otic placodes 10 and connecting plate 11 disposed in parallel, above-mentioned steel column butt joint peace
Dress operating platform is hung on the otic placode 10 of steel column.As shown in figures 3 to 6, steel column docking installation operation platform provided in this embodiment
It is arranged in steel column periphery comprising hanging rod 1, scrap (bridge) bar 2, support rod 3 and plate 4, hanging rod 1 hang over the ear of steel column along the vertical direction
On plate 10, scrap (bridge) bar 2 is vertically arranged along the periphery of multiple hanging rods 1, and is set in the horizontal direction between 2 bottom end of hanging rod 1 and scrap (bridge) bar
Support rod 3 is set, plate 4 rides upon on multiple support rods 3.Multiple vertical bars and horizon bar are staggered in this kind of structure, are formed
Stable operating platform, structure are simple；Compared with prior art, the utility model is set up using standard component, does not need profession
Personnel, installation is easy to operate, and it is short to set up the period；Compared with prior art, the operating platform difference that the utility model uses
The two sides of H profile steel column are stuck in, after the completion of use, as long as operating platform is removed, when reusing, as long as the operating platform is consolidated
It is scheduled on the H profile steel column for needing to operate, improves the recycling rate of waterused of operating platform.
Specifically, the upper end of hanging plate is welded with steel plate 6, and steel plate 6 is in hook-shaped elbow structure, and the steel plate 6 of hook-shaped elbow is hung over
On the otic placode 10 of steel column.For the security reliability for guaranteeing the work of construction personnel station on the operational platform, optionally, multiple scrap (bridge)s
Wirerope 7 is connected in turn in top and medium position between bar 2, and the intensity of wirerope 7 is high, can protect well in two sides
Construction personnel, the danger fallen to prevent generation personnel.
Further, support rod 3, i.e. this kind of support rod 3 are respectively provided between adjacent hanging rod 1 and between adjacent scrap (bridge) bar 2
Be extended between adjacent hanging rod 1 between adjacent scrap (bridge) bar 2 along the length direction of plate 4, this kind of structure in plate 4 two
Side is also equipped with support rod 3, more stably can play support fixed function to plate 4, further ensure that the peace of operating platform
Full reliability.
Optionally, the support rod 3100-200mm between hanging rod 1 and 2 bottom end of scrap (bridge) bar is stretched out at the both ends of plate 4, in this reality
It applies in example, the length for the support rod 3 that the both ends of plate 4 are stretched out between hanging rod 1 and 2 bottom end of scrap (bridge) bar can be 100mm, 150mm
Or 200mm, the preferred 150mm of the present embodiment, this kind of scrap (bridge) set-up mode can set up plate 4 well, so that plate 4 is not
It easily falls off from the support rod 3 at both ends, ensure that the reliability that plate 4 is set up.
For the bonding strength between enhancing hanging rod 1 and support rod 3, scrap (bridge) bar 2 and support rod 3, in the present embodiment hanging rod 1 with
It is connected by welding manner between support rod 3, between scrap (bridge) bar 2 and support rod 3, the intensity of welding is high, connects guaranteed.For
The connection between hanging rod 1 and support rod 3, scrap (bridge) bar 2 and support rod 3 is further enhanced to go intensity and increase the undertaking of support rod 3
The intensity of plate 4, the joint angle of hanging rod 1 and support rod 3 and, angle steel 5, tool are welded at the joint angle of scrap (bridge) bar 2 and support rod 3
Body, model 50 × 5mm angle steel of angle steel 5.
On the basis of support rod 3 has and accepts intensity enough, for convenient for the connection and disassembly between plate 4 and support rod 3,
In the present embodiment, connected by the way of steel wire lashing between plate 4 and support rod 3.Certainly in other embodiments, plate 4
It can also be connected by screw bolts between support rod 3.
Optionally, hanging rod 1, scrap (bridge) bar 2 and support rod 3 be all made of round steel preparation, plate 4 using channel steel prepare, round steel and
Channel steel intensity is high, can sufficiently meet the needs of accepting construction personnel, it is ensured that construction safety reliability.Specifically, the type of round steel
Number be 20 round steel of φ, 200 × 50 channel steel of model of channel steel.
Note that above are only the preferred embodiment and institute's application technology principle of the utility model.Those skilled in the art's meeting
Understand, the utility model is not limited to specific embodiment described here, is able to carry out for a person skilled in the art various bright
Aobvious variation, readjustment and substitution is without departing from the protection scope of the utility model.Therefore, although passing through above embodiments
The utility model is described in further detail, but the utility model is not limited only to above embodiments, is not departing from
It can also include more other equivalent embodiments in the case that the utility model is conceived, and the scope of the utility model is by appended
Scope of the claims determine.
Claims (10)
1. a kind of steel column docking installation operation platform, which is characterized in that the steel column docking installation operation platform is arranged in steel column
Periphery, including hanging rod (1), scrap (bridge) bar (2), support rod (3) and plate (4), the hanging rod (1) hang over steel column along the vertical direction
On otic placode (10), the scrap (bridge) bar (2) is vertically arranged along the periphery of multiple hanging rods (1), and the hanging rod (1) and described takes
The horizontally disposed support rod (3), the plate (4) ride upon multiple support rods (3) between side rod (2) bottom end
On.
2. steel column docking installation operation platform according to claim 1, which is characterized in that the upper end of the hanging rod (1) is set
It is equipped with the steel plate (6) of hook-shaped elbow structure.
3. steel column docking installation operation platform according to claim 1, which is characterized in that multiple scrap (bridge) bars (2) it
Between in top and medium position be connected with wirerope (7) in turn.
4. steel column docking installation operation platform according to claim 1, which is characterized in that between the adjacent hanging rod (1)
And support rod (3) are respectively provided between the adjacent scrap (bridge) bar (2).
5. steel column docking installation operation platform according to claim 1, which is characterized in that stretch at the both ends of the plate (4)
The support rod (3) 100-200mm between the hanging rod (1) and the scrap (bridge) bar (2) bottom end out.
6. steel column docking installation operation platform according to claim 1, which is characterized in that the hanging rod (1) and the branch
It is connect by welding manner between strut (3), between the scrap (bridge) bar (2) and the support rod (3).
7. steel column docking installation operation platform according to claim 1, which is characterized in that the hanging rod (1) and the branch
Angle steel (5) are welded at the joint angle of strut (3)；Angle steel is welded at the joint angle of the scrap (bridge) bar (2) and the support rod (3)
(5)。
8. steel column docking installation operation platform according to claim 1, which is characterized in that the plate (4) and the branch
Strut is connected by the way of steel wire lashing between (3).
9. steel column docking installation operation platform according to claim 1, which is characterized in that the plate (4) and the branch
Strut is connected by screw bolts between (3).
10. steel column docking installation operation platform according to claim 1, which is characterized in that the hanging rod (1) described is taken
Side rod (2) and the support rod (3) are all made of round steel preparation, and the plate (4) is prepared using channel steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920340622.7U CN209723570U (en) | 2019-03-18 | 2019-03-18 | Steel column docking installation operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920340622.7U CN209723570U (en) | 2019-03-18 | 2019-03-18 | Steel column docking installation operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209723570U true CN209723570U (en) | 2019-12-03 |
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ID=68686968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920340622.7U Active CN209723570U (en) | 2019-03-18 | 2019-03-18 | Steel column docking installation operation platform |
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| CN (1) | CN209723570U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809654A (en) * | 2022-06-02 | 2022-07-29 | 合肥工业大学 | Sectional construction method for H-shaped steel column |
-
2019
- 2019-03-18 CN CN201920340622.7U patent/CN209723570U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809654A (en) * | 2022-06-02 | 2022-07-29 | 合肥工业大学 | Sectional construction method for H-shaped steel column |
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