CN215803064U - Assembled operation platform that encorbelments of concatenation - Google Patents
Assembled operation platform that encorbelments of concatenation Download PDFInfo
- Publication number
- CN215803064U CN215803064U CN202121610813.4U CN202121610813U CN215803064U CN 215803064 U CN215803064 U CN 215803064U CN 202121610813 U CN202121610813 U CN 202121610813U CN 215803064 U CN215803064 U CN 215803064U
- Authority
- CN
- China
- Prior art keywords
- platform
- component
- assembly
- overhanging
- operation platform
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000010276 construction Methods 0.000 abstract description 13
- 231100000817 safety factor Toxicity 0.000 abstract description 4
- 238000005304 joining Methods 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000005341 toughened glass Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A splicing assembly type overhanging operation platform is characterized by comprising a counterweight component, a connecting component and an overhanging platform component, wherein the overhanging platform component is fastened on the connecting component as a part overhanging out of a high-rise building, the connecting component is fixedly connected with the counterweight component, and the counterweight component is provided with a fastening part which is fastened on the ground of the platform and stacks counterweights; all be equipped with the steel wheel below linking up subassembly and counter weight subassembly. The spliced assembly type overhanging operation platform is of a single assembly type structure, is formed by screwing and assembling screws and bolts, can be directly installed on a high-rise construction site and fixed into an overhanging operation platform, can be recycled, is environment-friendly and efficient, improves safety factors, reduces construction difficulty, saves time and cost, and is safe and environment-friendly.
Description
[ technical field ] A method for producing a semiconductor device
The utility model relates to an auxiliary tool for building construction, in particular to a unit type practical cantilever operation platform capable of being spliced and combined.
[ background of the utility model ]
In high-rise and super high-rise buildings, the structural form is mostly a core tube and an outer vertical face curtain wall, due to the requirements of the process and the construction mode, the curtain wall construction is generally carried out at last, and then large-batch outer adjacent edge overhanging high-altitude operations are caused, such as curtain wall embedded part welding, high-strength screw fastening, unloading platform mounting and dismounting and the like, all work is surrounded by fastening large-scale integral toughened glass to a building through the embedded part, and the curtain wall with tight thread seam joint and firm fixation is formed. In this work progress, generally adopt the removal scaffold of buildding temporarily to operate, whether the safety and stability of scaffold directly relates to the problem of construction safety, take repeatedly moreover to tear open and remove and also caused very big work load, so this kind through the girder steel externally set up the removal scaffold mode construction speed of encorbelmenting the support body slow, with high costs, have very serious potential safety hazard.
[ summary of the utility model ]
The utility model provides a unit type splicing combined operation platform aiming at the problems, the unit type splicing combined operation platform is fixed into an overhanging operation platform in a splicing combination mode in a building platform, and can be disassembled for cyclic utilization, so that the safety coefficient is improved, the construction difficulty is reduced, and the time and the cost are saved.
A splicing assembly type overhanging operation platform is characterized by comprising a counterweight component, a connecting component and an overhanging platform component, wherein the overhanging platform component is fastened on the connecting component as a part overhanging out of a high-rise building, the connecting component is fixedly connected with the counterweight component, and the counterweight component is provided with a fastening part which is fastened on the ground of the platform and stacks counterweights; all be equipped with the steel wheel below linking up subassembly and counter weight subassembly.
The cantilever platform assembly comprises a bottom cross beam and a vertically arranged guard rail, wherein a patterned steel plate is laid on the bottom cross beam, and the thickness of the patterned steel plate is 3.2 mm; wherein the cross beam is a square tube with the thickness of 50 × 2.0 mm; and the guard rail is a square tube with 50 x 2.0 mm.
The connection between the cantilever platform assembly and the linking assembly comprises a horizontal cantilever rod connection and an inclined stay rod connection.
The transverse cantilever bar connection extends out from a beam at the bottom of the cantilever platform assembly and is directly fixed to the connecting assembly, the inclined strut bar connection comprises two groups, the first group is fixedly connected to the bottom of the outermost end of the connecting assembly from the outermost end of the cantilever platform assembly, and the second group is fixedly connected to the bottom of the innermost end of the connecting assembly from the innermost end of the cantilever platform assembly.
The splice assembly was constructed from multiple sets of 50 x 3.0mm square tubes.
The connecting component comprises a plurality of unit pieces which are directly fastened and connected into a whole through bolts.
The weight component is built by adopting a 50 x 3.0 square tube, and a pattern steel plate is paved at the bottom of the weight component to form a bottom plate which is fastened on the ground of the platform and a fastening part for stacking the weight.
And a steel wheel is arranged at the bottom of the bottom plate of the counterweight component.
The bottom steel wheel is a 60mm diameter steel wheel.
The spliced assembly type overhanging operation platform is of a single assembly type structure, is formed by screwing and assembling screws and bolts, can be directly installed on a high-rise construction site and fixed into an overhanging operation platform, can be recycled, is environment-friendly and efficient, improves safety factors, reduces construction difficulty, saves time and cost, and is safe and environment-friendly.
[ description of the drawings ]
FIG. 1 is a schematic structural view of a splicing assembly type cantilever operation platform according to the present invention;
wherein: 10. a cantilevered platform assembly; 11. a cross beam; 12. protecting the fence; 13. a patterned steel plate; 20. an engagement assembly; 21 horizontal ram; 22. a diagonal brace; 30. a counterweight assembly; 31. a base plate; 40. and (4) a steel wheel.
[ detailed description ] embodiments
The utility model will be described in detail below with reference to the drawings, wherein examples of the embodiments are shown in the drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
Referring to fig. 1, the splicing assembly type overhanging operation platform is characterized by comprising a counterweight component 30, a connecting component 20 and an overhanging platform component 10, wherein the three main body parts are spliced to form an integral overhanging operation platform, and the overhanging operation platform extends out of a high-rise building through the platform to perform curtain wall related construction.
The overhanging platform component 10 is fastened on the joining component 20 as the part overhanging outside the high-rise building, the joining component 20 is fixedly connected with the counterweight component 30, and the counterweight component 30 is provided with a fastening part fastened on the platform ground and used for stacking counterweights; steel wheels 40 are provided below both the engagement assembly 20 and the counterweight assembly 30. The steel wheel 40 is convenient to move when the platform is detached, change construction sites and then repeatedly build for use. Because this platform can be split into the subassembly part of three independent functions, so no matter dismantle, remove or install again all very simply and easily the operation, moreover because three major component itself are the unit architecture who no longer dismantles, relatively speaking can not have the wearing and tearing that dismantle repeatedly and bring, the fastening is insecure, the potential safety hazard problems such as pine takes off appear. The safety factor is improved to ensure that the engineering operation is smoothly carried out.
Most important to note is the safety and reliability factor of the cantilevered platform assembly 10. the cantilevered platform assembly 10 is composed of a bottom beam 11 and a vertically disposed guard rail 12, the beam 11 being the load bearing member and the guard rail 12 being the safety measure for protecting the operator.
A patterned steel plate 13 is laid on a beam 11 at the bottom of the overhanging platform assembly 10, and the thickness of the patterned steel plate 13 is 3.2 mm; wherein the cross beam 11 is a square tube with the thickness of 50 x 2.0 mm; and guard rail 12 is a square tube of 50 x 2.0 mm.
The connection between the cantilever platform assembly 10 and the engagement assembly 20 includes a crossbar 21 connection and a sway bar 22 connection. The horizontal ram connection 21 and the diagonal brace 22 share the gravity borne by the cantilever platform assembly from the stress angle, and form a stable triangular support structure, so that the stress structure is stable and balanced, the problem of overlarge local compressive stress is reduced, and the problems of premature wear and overlarge stress failure are prevented.
The transverse cantilever rods 21 are connected and extend out from the cross beam 11 at the bottom of the cantilever platform assembly 10 and are directly fixed on the connecting assembly, and the inclined strut rods 22 are connected and comprise two groups, wherein the first group is fixedly connected to the outermost bottom of the connecting assembly from the outermost end of the cantilever platform assembly, and the second group is fixedly connected to the innermost bottom of the connecting assembly 20 from the innermost end of the cantilever platform assembly.
The engagement assembly 20 comprises a plurality of unit pieces directly fastened to each other by bolts.
The weight component 30 is built by adopting a 50 x 3.0 square tube, a pattern steel plate is paved at the bottom of the weight component to form a bottom plate 31, and the bottom plate 31 is a fastening part which is fastened on the platform ground and stacks weights.
A steel wheel 40 is arranged at the bottom of the bottom plate 31 of the counterweight component.
The bottom steel wheel is a 60mm diameter steel wheel.
The spliced assembly type overhanging operation platform is of a single assembly type structure, is formed by screwing and assembling screws and bolts, can be directly installed on a high-rise construction site and fixed into an overhanging operation platform, can be recycled, is environment-friendly and efficient, improves safety factors, reduces construction difficulty, saves time and cost, and is safe and environment-friendly.
Although the present invention has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the utility model as defined by the appended claims.
Claims (9)
1. A splicing assembly type overhanging operation platform is characterized by comprising a counterweight component, a connecting component and an overhanging platform component, wherein the overhanging platform component is fastened on the connecting component as a part overhanging out of a high-rise building, the connecting component is fixedly connected with the counterweight component, and the counterweight component is provided with a fastening part which is fastened on the ground of the platform and stacks counterweights; all be equipped with the steel wheel below linking up subassembly and counter weight subassembly.
2. The splicing assembly type cantilever operation platform according to claim 1, wherein the cantilever platform assembly comprises a bottom cross beam and a vertically arranged guard rail, a patterned steel plate is laid on the bottom cross beam, and the thickness of the patterned steel plate is 3.2 mm; wherein the cross beam is a square tube with the thickness of 50 × 2.0 mm; and the guard rail is a square tube with 50 x 2.0 mm.
3. The splicing assembly cantilever operation platform of claim 2, wherein the connection between the cantilever platform assembly and the engagement assembly comprises a cross-arm connection and a diagonal brace connection.
4. The tiled, modular, cantilever work platform of claim 3, wherein the cross-arm connections are directly attached to the engagement members extending from the bottom cross-arm of the cantilevered platform assembly, and the diagonal bar connections comprise two sets, a first set fixedly attached to the outermost bottom of the engagement members from the outermost end of the cantilevered platform assembly and a second set fixedly attached to the innermost bottom of the engagement members from the innermost end of the cantilevered platform assembly.
5. The splicing assembly cantilever operation platform of claim 1, wherein the engagement assembly is constructed from multiple sets of 50 x 3.0mm square tubes.
6. The splicing assembly cantilever operation platform of claim 5, wherein the connection assembly comprises a plurality of unit pieces directly connected to each other by bolts.
7. The splicing assembly type overhanging working platform of claim 6, wherein the weight component is built by adopting a 50 x 3.0 square tube, and a bottom plate is formed by laying a pattern steel plate after 3.2mm is paved at the bottom of the weight component, and the bottom plate is a fastening part fastened on the platform ground and stacking a weight.
8. The splicing assembly type cantilever operation platform of claim 7, wherein a steel wheel is installed at the bottom of the bottom plate of the counterweight assembly.
9. The splicing assembly type cantilever operation platform according to any one of claims 1 to 8, wherein the steel wheel at the bottom is a steel wheel with a diameter of 60 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121610813.4U CN215803064U (en) | 2021-07-15 | 2021-07-15 | Assembled operation platform that encorbelments of concatenation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121610813.4U CN215803064U (en) | 2021-07-15 | 2021-07-15 | Assembled operation platform that encorbelments of concatenation |
Publications (1)
Publication Number | Publication Date |
---|---|
CN215803064U true CN215803064U (en) | 2022-02-11 |
Family
ID=80182161
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202121610813.4U Active CN215803064U (en) | 2021-07-15 | 2021-07-15 | Assembled operation platform that encorbelments of concatenation |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN215803064U (en) |
-
2021
- 2021-07-15 CN CN202121610813.4U patent/CN215803064U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202139833U (en) | Cantilever scaffold for building construction | |
CN212671138U (en) | Oblique-pulling type overhanging attached support attached to lifting scaffold | |
CN103422679A (en) | Large cantilever promotion counter-force frame | |
CN210002931U (en) | tool type protection system for telescopic adjustment of construction of super high-rise outer frame column | |
CN209369308U (en) | A kind of climbing frame wall-attached supporting seat | |
CN104790644B (en) | Extending and contracting sliding support frame for roof decorative bottom boards | |
CN204282803U (en) | To encorbelment formwork structure for mounting platform | |
CN215803064U (en) | Assembled operation platform that encorbelments of concatenation | |
CN212376021U (en) | Steel corbel and support-free installation connecting node comprising same | |
CN211689948U (en) | Suspension operation platform device for construction of suspension cable at tower part of cable-stayed bridge | |
CN217379719U (en) | Scalable instrument formula safety protection platform of elevator well | |
CN111472531A (en) | Cantilever support frame | |
CN102127962B (en) | The bidirectional stress base section of the attached lift scaffold improved | |
CN212507295U (en) | Overhanging steel platform | |
CN204754150U (en) | Dish -type node formula scaffold | |
CN211736289U (en) | Operation platform | |
CN210150541U (en) | Special-shaped building construction elevator | |
CN210084690U (en) | Hoistway with elevator | |
CN201915616U (en) | Improved bidirectional stressed foundation joint attached to lifting scaffold | |
CN111525487A (en) | Utility tunnel self-supporting pipeline support | |
CN220301862U (en) | Temporary supporting structure of high-rise outer overhanging corridor | |
CN220080788U (en) | Compensation system for attached part picking position of attached lifting scaffold | |
CN220319075U (en) | Guy rope hanging basket assembling platform | |
CN220056059U (en) | Nonstandard construction hoisting machinery | |
CN221001902U (en) | Construction hanger for building |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |