CN213115443U - Full steel type attached lifting scaffold rail - Google Patents
Full steel type attached lifting scaffold rail Download PDFInfo
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- CN213115443U CN213115443U CN202021230784.4U CN202021230784U CN213115443U CN 213115443 U CN213115443 U CN 213115443U CN 202021230784 U CN202021230784 U CN 202021230784U CN 213115443 U CN213115443 U CN 213115443U
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Abstract
The utility model discloses an all steel type attached lift scaffold track, practice thrift subassembly and track upper segment subassembly under interconnect's track, the track is practiced thrift the subassembly down and has two lower section channel-section steel tracks, a plurality of lower section connecting bar, lower section interior upright channel-section steel and lower section band round hole steel sheet, and two orbital webs of lower section channel-section steel set up dorsad, and through welding a plurality of lower section connecting bar fixed connection, two outer one sides of two lower section orbital webs of channel-section steel are connected respectively to two flanks of lower section interior upright channel-section steel, and lower section band round hole steel sheet welds in two lower section orbital webs upper ends of channel-section steel. The track structure of the all-steel lifting scaffold is reasonably designed, so that the safety and stability of the scaffold are not influenced while the structure is simplified; a plurality of lower rail section assemblies and upper rail section assemblies can be matched at the same time, and the device is suitable for various construction requirements.
Description
Technical Field
The utility model belongs to the scaffold frame field especially relates to an all-steel attached lifting scaffold frame track.
Background
Scaffolding refers to various supports erected on a construction site for workers to handle and solve vertical and horizontal transportation. The general term of the building industry refers to the places which cannot be directly constructed on the building site and are used for exterior wall, interior decoration or high floor height. Mainly for constructors to carry out construction operation or for enclosing a peripheral safety net and installing components at high altitude, the scaffold is said to be made of bamboo, wood, steel pipes or synthetic materials. Some projects also use scaffolds as templates, and in addition, the scaffold is widely used in advertising, municipal administration, traffic roads and bridges, mines and other departments.
Along with the technical maturity of the traditional attached lifting scaffold, the flexible and safe construction process is widely accepted by construction units, and most of the existing scaffold rails are complex in structure and complex in installation and disassembly processes.
Disclosure of Invention
In view of this, the utility model aims at providing an all steel type inserted lift scaffold rail to solve current scaffold rail structure complicacy, the not loaded down with trivial details condition of equipment and dismantlement.
In order to achieve the above purpose, the technical scheme of the utility model is realized like this:
the full-steel attached lifting scaffold rail comprises a rail lower section assembly and a rail upper section assembly which are connected with each other, wherein the rail lower section assembly is provided with two lower section channel steel rails, a plurality of lower section connecting round steels, lower section inner vertical channel steels and lower section round hole steel plates; the track upper segment subassembly has two upper segment channel-section steel tracks, a plurality of upper segment connecting round steel, the interior channel-section steel of standing of upper segment and upper segment band hole steel sheet, two the orbital web of upper segment channel-section steel sets up dorsad, and is a plurality of through welding upper segment connecting round steel fixed connection, two are connected respectively to two flanks of the interior channel-section steel of upper segment the outer one side of orbital web of upper segment channel-section steel, upper segment band hole steel sheet welds in two the orbital web lower extreme of upper segment channel-section steel, the back of upper segment band hole steel sheet welds a nut the same rather than the round hole diameter, lower segment band hole steel sheet with the welding of upper segment band hole steel sheet to pass round hole, the round hole and the nut threaded connection of upper segment band hole steel sheet of lower segment band hole steel sheet in proper order by a bolt.
Preferably, the track lower section assembly is further provided with a plurality of arc-shaped steel plates, two connecting holes are formed in each arc-shaped steel plate, the arc-shaped steel plates are welded on the side wings of the lower section channel steel tracks, and the arc-shaped steel plates are used for connecting the scaffold walkway plate and the diagonal web members.
Preferably, circular connecting holes are uniformly formed in the web plate of the lower section inner vertical channel steel and the web plate of the upper section inner vertical channel steel, and the lower section inner vertical channel steel and the upper section inner vertical channel steel are connected with a building through the circular connecting holes.
Compared with the prior art, the beneficial effects of the utility model reside in that:
1. the track structure of the all-steel lifting scaffold is reasonably designed, so that the safety and stability of the scaffold are not influenced while the structure is simplified;
2. the utility model can match a plurality of lower track assemblies and upper track assemblies at the same time, and is suitable for various construction requirements;
3. the utility model discloses it is simple to draw materials, mainly adopts the channel-section steel, and the cost is low, accords with the building site demand.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a top view of the upper section assembly of the track.
FIG. 3 is a front view of a lower steel plate with a circular hole;
FIG. 4 is a left side view of the upper section of the steel plate with circular holes;
FIG. 5 is a left side view of the upper section of the steel plate with round holes;
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
In order to make the technical solutions of the present application better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the embodiments of the present application, and it is obvious that the described embodiments are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
As shown in fig. 1-2, the all-steel attached lifting scaffold track comprises a track lower section component and a track upper section component which are connected with each other, wherein the track lower section component is provided with two lower section channel steel tracks 1, a plurality of lower section connecting round steels 2, lower section inner vertical channel steels 3 and lower section round hole steel plates 7, webs of the two lower section channel steel tracks 1 are arranged back to back, the lower section connecting round steels 2 are fixedly connected by welding, two side wings of the lower section inner vertical channel steels 3 are respectively connected with one outer sides of the webs of the two lower section channel steel tracks 1, and the lower section round hole steel plates 7 are welded at the upper ends of the webs of the two lower section channel steel tracks 1; the track upper segment subassembly has two upper segment channel-section steel tracks 4, a plurality of upper segment connecting round steel 5, the interior steel of riser 6 and upper segment band opening steel sheet 8 in the upper segment, two the web of upper segment channel-section steel track 4 sets up back to back, and is a plurality of through the welding 5 fixed connection of upper segment connecting round steel, two are connected respectively to two flanks of steel 6 in the upper segment the outer one side of web of upper segment channel-section steel track 4, upper segment band opening steel sheet 8 welds in two the web lower extreme of upper segment channel-section steel track 4, the back of upper segment band opening steel sheet 8 welds one and the same nut 9 of its round hole diameter, lower segment band opening steel sheet 7 with the welding of upper segment band opening steel sheet 8 to pass the round hole of lower segment band opening steel sheet 7, the round hole of upper segment band opening steel sheet 8 and nut 9 threaded connection in proper order by a bolt.
The track lower section assembly is further provided with a plurality of arc-shaped steel plates 10, the arc-shaped steel plates 10 are provided with two connecting holes 11, the arc-shaped steel plates 10 are welded on the side wings of the lower section channel steel track 1, and the arc-shaped steel plates 10 are used for connecting a scaffold walkway plate and an inclined web member.
When the guide frame is used, the two guide wheels of the guide frame are respectively positioned between the two flanks (in the grooves) of the two lower section channel steel tracks 1.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement, component separation or combination made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (2)
1. The all-steel attached lifting scaffold rail is characterized by comprising a rail lower section assembly and a rail upper section assembly which are connected with each other, wherein the rail lower section assembly is provided with two lower section channel steel rails, a plurality of lower section connecting round steels, lower section internal vertical channel steels and lower section round hole steel plates; the track upper section assembly is provided with two upper section channel steel tracks, a plurality of upper section connecting round steels, upper section inner vertical channel steels and upper section round hole steel plates, webs of the two upper section channel steel tracks are arranged oppositely, the upper section connecting round steels are fixedly connected by welding the upper section connecting round steels, two side wings of the upper section inner vertical channel steels are respectively connected with one side outside the webs of the two upper section channel steel tracks, the upper section round hole steel plates are welded at the lower ends of the webs of the two upper section channel steel tracks, nuts with the same diameter as round holes of the upper section round hole steel plates are welded at the back of the upper section round hole steel plates, the lower section round hole steel plates are welded with the upper section round hole steel plates, and a bolt sequentially penetrates through the round holes of the lower section round hole steel plates and the round holes of the upper section round hole steel plates to be in threaded; the track lower section assembly is further provided with a plurality of arc-shaped steel plates, two connecting holes are formed in the arc-shaped steel plates, the arc-shaped steel plates are welded on two side wings of the lower section channel steel track, and the arc-shaped steel plates are used for connecting the scaffold walkway plate and the diagonal web members.
2. The all-steel attached lifting scaffold rail as claimed in claim 1, wherein circular connecting holes are uniformly formed in the web plate of the lower section of the inner vertical channel steel and the web plate of the upper section of the inner vertical channel steel, and the all-steel attached lifting scaffold rail is used for being connected with a building through the circular connecting holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021230784.4U CN213115443U (en) | 2020-06-30 | 2020-06-30 | Full steel type attached lifting scaffold rail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021230784.4U CN213115443U (en) | 2020-06-30 | 2020-06-30 | Full steel type attached lifting scaffold rail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213115443U true CN213115443U (en) | 2021-05-04 |
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ID=75673792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021230784.4U Active CN213115443U (en) | 2020-06-30 | 2020-06-30 | Full steel type attached lifting scaffold rail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213115443U (en) |
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2020
- 2020-06-30 CN CN202021230784.4U patent/CN213115443U/en active Active
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