CN218881631U - Novel platform of unloading of encorbelmenting - Google Patents
Novel platform of unloading of encorbelmenting Download PDFInfo
- Publication number
- CN218881631U CN218881631U CN202223005614.8U CN202223005614U CN218881631U CN 218881631 U CN218881631 U CN 218881631U CN 202223005614 U CN202223005614 U CN 202223005614U CN 218881631 U CN218881631 U CN 218881631U
- Authority
- CN
- China
- Prior art keywords
- platform
- structural
- unloading
- main beam
- novel
- 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
Images
Abstract
The utility model provides a novel platform of unloading of encorbelmenting, include: platform girder and load dispersion frame, the novel platform of unloading of encorbelmenting sets up on the floor major structure, and the floor major structure includes: the structural slab of the upper floor and the lower floor, the bottom of the structural slab is provided with a structural beam, the platform main beam is tightly attached to the upper structural slab and is positioned on the same horizontal plane with the upper structural slab, and an enclosure structure is arranged above the platform main beam; the load dispersion frame supports the platform main beam. The utility model discloses a set up load dispersion frame formation triangular supports below the platform girder, the atress is effectual, can guarantee the stability of load dispersion frame, and processing preparation low cost, can also have enough to meet the need the use many times, reduce the consumptive material, it is fixed with load dispersion frame and building body structure roof beam through the mode of bolt-up again simultaneously, convenient and fast is torn open in ann, the platform turnover is efficient, can disperse the main part structure of floor with the load that the platform girder receives through the load dispersion frame, ensure the stability of the platform of unloading.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to novel platform of unloading encorbelments.
Background
The traditional unloading platform needs to embed U-shaped bolts at fixed positions of an operation layer, an upper-layer structural beam and a structural slab before being installed, a main beam of the unloading platform is inserted into the U-shaped bolts embedded in the operation layer during installation and is fixed by adopting wood wedges, and then the U-shaped bolts embedded in the upper-layer structural beam and a hanging ring on the main beam of the unloading platform are tied by using a steel wire rope for unloading. From this can understand, the tradition platform of unloading of encorbelmenting is under construction loaded down with trivial details, and ann tears slowly open, and has the potential safety hazard, and the platform uses the turnover inefficiency, and work efficiency reduces.
Therefore, there is a need to provide an improved solution to the above-mentioned deficiencies of the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at overcoming among the above-mentioned prior art tradition platform of unloading of encorbelmenting construction loaded down with trivial details, ann tears slowly open, and has the potential safety hazard, and the platform uses the turnover inefficiency, the problem that work efficiency reduces.
In order to achieve the above object, the present invention provides the following technical solutions:
the utility model provides a novel platform of unloading of encorbelmenting, includes: platform girder and load disperse the frame, novel platform of unloading of encorbelmenting sets up in the floor major structure, the floor major structure includes: the structural slab comprises structural slabs of an upper floor and a lower floor, wherein structural beams are arranged at the bottoms of the structural slabs, the platform main beam is tightly attached to the upper structural slab and is positioned on the same horizontal plane with the upper structural slab, and an enclosure structure is arranged above the platform main beam; the load dispersion frame is right the platform girder supports, the load dispersion frame includes: the top of the vertical rod is butted with the platform main beam, and two ends of the diagonal brace are respectively butted with the vertical rod and the platform main beam so as to form a triangular support for dispersing the load of the platform main beam; the pole setting bottom is equipped with the atress pole, the atress pole is set up on the lower floor on the structural slab to the dispersion the vertical load of platform girder.
Preferably, the enclosure structure is formed by three baffles, is integrally U-shaped, and is arranged around the edge of the platform girder, and the baffle positioned in the middle is provided with a conveying opening facing upwards.
Preferably, the platform main beam is provided with a secondary beam, and a cargo carrying plate is paved on the secondary beam.
Preferably, a reserved hole is formed in the upper layer of the structural beam, and a through hole corresponding to the reserved hole is formed in the upright rod;
the bolt includes: the screw rod is along reserve hole with the upper strata is passed simultaneously to the through-hole the structure roof beam with the pole setting, just the both ends of screw rod are all the riser setting.
Preferably, the flanges at the two ends of the screw are in threaded connection with the nuts, gaskets are arranged between the upper layer of the structural beam and the vertical rods and the nuts corresponding to the structural beam and the vertical rods respectively, and the gaskets are sleeved on the screw.
Preferably, the structural beam is located at the outermost edge of the structural panel, and the structural beam and the outermost side of the structural panel are located on the same plane.
Preferably, one end of the diagonal brace, which is butted with the vertical rod, corresponds to the lower structural plate.
Preferably, the included angles between the end part of the inclined strut and the upright rod and between the end part of the inclined strut and the inclined strut are both 45 degrees.
Preferably, the vertical rods, the diagonal bracing rods and the stress rods are all made of square steel.
Preferably, the stress rod is horizontally arranged on the upper plate surface of the lower layer of the structural plate, and the contact surfaces of the stress rod and the structural plate are tightly attached.
Has the advantages that: the utility model discloses a set up load dispersion frame formation triangular supports below the platform girder, the atress is effectual, can guarantee the stability of load dispersion frame, and processing preparation low cost, can also have enough to meet the need the use many times, reduce the consumptive material, it is fixed with load dispersion frame and building body structure roof beam through the mode of bolt-up again simultaneously, convenient and fast is torn open in the ann, platform turnover efficiency is high, can increase substantially work efficiency, can disperse the main part structure of floor with the load that the platform girder receives through the load dispersion frame on, both ensure the stability of platform of unloading, can prevent again that the platform of unloading from toppling, moreover, the steam generator is simple in structure and stable, the factor of safety is high, the popularization nature is stronger.
Drawings
The accompanying drawings, which form a part of the specification, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the invention and together with the description serve to explain the invention and do not constitute a limitation on the scope of the invention. Wherein:
fig. 1 is a schematic view of the installation of the present invention;
FIG. 2 is an enlarged schematic view at A in FIG. 1;
FIG. 3 is an overall view of the present invention;
fig. 4 is a schematic bottom view of the present invention.
In the figure: 1. a structural panel; 101. a structural beam; 2. a platform main beam; 201. a cargo carrying plate; 202. a secondary beam; 3. an enclosure structure; 4. erecting a rod; 401. a through hole; 5. a diagonal brace; 6. a force-bearing rod; 7. reserving holes; 8. a screw; 9. a nut; 10. and (6) a gasket.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
In the description of the present invention, the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description of the present invention and do not require that the present invention must be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. The terms "connected" and "connected" used in the present invention should be understood in a broad sense, and may be, for example, either fixed or detachable; they may be directly connected or indirectly connected through intermediate members, and specific meanings of the above terms will be understood by those skilled in the art as appropriate.
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.
Examples
The utility model provides a novel platform of unloading of encorbelmenting, refers to fig. 1, fig. 3 and fig. 4, and the right side of floor major structure is fixed at floor major structure promptly to novel platform of unloading of encorbelmenting, and floor major structure includes: structural slab 1 of upper and lower floor's building body, the bottom of structural slab 1 is fixed with structural beam 101, and novel platform of unloading of encorbelmenting includes: the platform main beam 2 and the load dispersing frame, the secondary beam 202 is arranged on the platform main beam 2, the load carrying plate 201 is fixed on the secondary beam 202, the load dispersing frame is used for supporting the platform main beam 2, the left end of the platform main beam 2 is tightly attached to the outermost side of the upper-layer structural plate 1, the platform main beam 2 and the upper plate surface of the upper-layer structural plate 1 are in the same horizontal plane, so that a worker can move goods on the cantilever unloading platform to a corresponding floor, the enclosure structure 3 is welded and fixed on the upper portion of the platform main beam 2 and consists of three baffles, the baffles are replaced by grid frames, the three baffles surround the edge of the upper surface of the platform main beam 2 for fixing, the whole platform is U-shaped, the baffle is not arranged on one side, corresponding to and close to the building, of the enclosure structure 3, a transfer passage is provided for the goods on the platform, and the baffle positioned in the middle portion is provided with a conveying port upwards opening, so that the goods can be lifted and lifted on the platform.
The load dispersion frame includes: two pole setting 4 and two diagonal brace 5, pole setting 4 and diagonal brace 5 are the square steel material, it is reliable and stable, can have enough to meet the need the use many times, reduce the consumptive material, pole setting 4's top and 2 lower surface welding of platform girder, and distribute in the leftmost two angles of platform girder 2, and make pole setting 4 perpendicular to platform girder 2, upper and lower floor structure roof beam 101 is hugged closely simultaneously to pole setting 4's left side upper portion and lower part, structure roof beam 101 is in the most edge of structure board 1, and both the outside is in the coplanar, so that pole setting 4 hugs closely with structure roof beam 101 and carries out the off-load.
Referring to fig. 1 and 2, it is fixed with pole setting 4 and upper strata structural beam 101 through the bolt to bear the pulling force and the shear force of platform girder 2, specifically, be equipped with on the upper strata structural beam 101 and reserve hole 7, be equipped with the through-hole 401 that corresponds and reserve hole 7 on the pole setting 4, the bolt includes: the structure comprises a screw rod 8 and a nut 9, the screw rod 8 simultaneously penetrates through the upper-layer structural beam 101 and the upright rod 4 along the reserved hole 7 and the through hole 401, the end part of the screw rod 8 protrudes from the upper-layer structural beam 101 and the upright rod 4, namely the two ends of the screw rod 8 respectively protrude out of the upper-layer structural beam 101 and the upright rod 4, the nut 9 is installed on the protruding part of the screw rod 8, gaskets 10 are arranged between the upper-layer structural beam 101 and the upright rod 4 and the corresponding nut 9 respectively, so that the contact area is increased through the gaskets 10, the pressure is reduced, the bolt is prevented from loosening, the gaskets 10 are sleeved on the screw rod 8, the upright rod 4 and the upper-layer structural beam 101 are fastened by screwing the nut 9, the load dispersing frame and the outermost side structure of the building body are fixed in a bolt fastening mode, U-shaped bolts do not need to be pre-embedded in an operation layer, the installation and the disassembly are convenient and fast, the use turnover efficiency of the platform is high, and the working efficiency can be greatly improved.
Referring to the triangular support structure in fig. 1, two ends of a diagonal brace 5 are respectively welded with an upright stanchion 4 and a platform girder 2, wherein included angles between two ends of the diagonal brace 5 and the upright stanchion 4 and the platform girder 2 are both 45 degrees, a lower fulcrum of the diagonal brace 5 corresponds to a lower layer structural slab 1 for unloading, meanwhile, a stress rod 6 made of square steel is welded at the lower part of the left side of the upright stanchion 4, the stress rod 6 is horizontally arranged on the upper slab surface of the lower layer structural slab 1 so as to enable contact surfaces of the stress rod and the lower layer structural slab to be tightly attached, the vertical load of the platform girder 2 is dispersed on the lower layer structural slab 1 through the stress rod 6, the triangular support structure has good stress effect, the stability of a load dispersion frame is ensured, the load borne by the platform girder 2 is dispersed on a main body structure of a floor, the stability of a discharging platform is ensured, the discharging platform can be prevented from overturning, the structure is simple and stable, the safety factor is high, the popularization is strong, and a lifting ring is not needed to be welded on the platform girder 2 to be firmly tied through a steel wire rope, so that the space above the platform can be movable, the work efficiency is maximized, and the engineering construction progress is improved.
The foregoing is considered as illustrative and exemplary embodiments of the present invention, and not as limiting the invention, and all such modifications, equivalents, and improvements that come within the spirit and scope of the invention are desired to be protected.
Claims (10)
1. The utility model provides a novel platform of unloading of encorbelmenting which characterized in that includes:
novel platform of unloading of encorbelmenting sets up in the floor major structure, the floor major structure includes: the structural slab of the upper and lower floor, the bottom of the said structural slab has structural beams;
the platform main beam is tightly attached to the upper layer of the structural plate and is positioned on the same horizontal plane with the upper layer of the structural plate, and an enclosure structure is arranged above the platform main beam;
load dispersion frame, load dispersion frame is right the platform girder supports, load dispersion frame includes: the top of the vertical rod is butted with the platform main beam, and two ends of the diagonal brace are respectively butted with the vertical rod and the platform main beam so as to form a triangular support for dispersing the load of the platform main beam;
the pole setting bottom is equipped with the atress pole, the atress pole is set up on the lower floor the structural slab is last, with the dispersion the vertical load of platform girder.
2. The novel cantilever platform of unloading of claim 1, wherein the enclosure is formed by three baffles and is disposed around the edge of the platform main beam, and is generally U-shaped, wherein the baffle in the middle is open upward and is provided with a delivery port.
3. The novel cantilever unloading platform as claimed in claim 1, wherein the platform main beam is provided with a secondary beam, and a cargo carrying plate is laid on the secondary beam.
4. The novel cantilever unloading platform as claimed in claim 1, wherein a reserved hole is formed on the upper layer of the structural beam, and a through hole corresponding to the reserved hole is formed on the upright;
the bolt includes: the screw rod is along reserve hole with the upper strata is passed simultaneously to the through-hole the structure roof beam with the pole setting, just the both ends of screw rod are all the riser setting.
5. The novel cantilever discharging platform as claimed in claim 4, wherein the flanges at both ends of the screw are connected with the nuts through threads, and gaskets are arranged between the upper layer of structural beam and the vertical rod and the corresponding nuts respectively, and are sleeved on the screw.
6. The novel cantilever discharge platform according to claim 1, wherein the structural beam is at the outermost edge of the structural slab, and the structural beam and the outermost side of the structural slab are in the same plane.
7. The novel cantilever discharging platform as claimed in claim 1, wherein the end of the diagonal brace butted with the vertical rod corresponds to the lower layer of the structural slab.
8. The new cantilever platform of unloading according to claim 1, wherein the angle between the end of the diagonal brace and the vertical pole and the diagonal brace is 45 °.
9. The novel cantilever platform of unloading of claim 1, wherein the vertical rods, diagonal rods and stress rods are all made of square steel.
10. The novel cantilever unloading platform as claimed in claim 1, wherein the stress rod is horizontally arranged on the upper plate surface of the lower structural plate, and the contact surface of the stress rod and the upper plate surface is tightly attached.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223005614.8U CN218881631U (en) | 2022-11-11 | 2022-11-11 | Novel platform of unloading of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223005614.8U CN218881631U (en) | 2022-11-11 | 2022-11-11 | Novel platform of unloading of encorbelmenting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218881631U true CN218881631U (en) | 2023-04-18 |
Family
ID=85940301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223005614.8U Active CN218881631U (en) | 2022-11-11 | 2022-11-11 | Novel platform of unloading of encorbelmenting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218881631U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116623970A (en) * | 2023-06-07 | 2023-08-22 | 中国三冶集团有限公司 | Tool type unloading platform for building engineering construction and installation method |
| CN117145254A (en) * | 2023-10-30 | 2023-12-01 | 中铁建设集团有限公司 | Cantilever support protection device |
-
2022
- 2022-11-11 CN CN202223005614.8U patent/CN218881631U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116623970A (en) * | 2023-06-07 | 2023-08-22 | 中国三冶集团有限公司 | Tool type unloading platform for building engineering construction and installation method |
| CN117145254A (en) * | 2023-10-30 | 2023-12-01 | 中铁建设集团有限公司 | Cantilever support protection device |
| CN117145254B (en) * | 2023-10-30 | 2024-03-29 | 中铁建设集团华东工程有限公司 | Cantilever support protection device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN218881631U (en) | Novel platform of unloading of encorbelmenting | |
| CN201598820U (en) | Single point suspension external hanging bracket | |
| CN201297036Y (en) | Discharging platform | |
| CN103993728B (en) | A kind of assembling shaped steel is encorbelmented protection canopy | |
| CN107524284A (en) | A kind of regularization pylon protection system and installation method | |
| CN203891441U (en) | Assembly type section steel overhung protective shed | |
| CN212866793U (en) | Assembled construction elevator stops layer platform | |
| CN209780193U (en) | Suspension type scaffold | |
| CN216512520U (en) | Lifting system suitable for small space | |
| CN215330816U (en) | Steel bar truss floor support plate supporting structure | |
| CN212836642U (en) | Cantilever beam structure | |
| CN212802459U (en) | Mechanism is set up to inclined plane flower frame roof beam curtain hanging flower basket | |
| CN206616843U (en) | A kind of support meanss of builder's jack | |
| CN212689524U (en) | Cage is hung in construction of double insurance steel construction crossbeam node | |
| CN219794710U (en) | Cantilever type unloading platform | |
| CN218595978U (en) | Can have enough to meet need formula chain block suspended structure | |
| CN205046861U (en) | Discharging platform | |
| CN214034041U (en) | Building structure of high-rise building arch type conversion layer | |
| CN213679429U (en) | Truss type arch-shaped lifting appliance | |
| CN213204925U (en) | Supporting structure of attached lifting protection platform | |
| CN214462392U (en) | External hanging rack | |
| CN215486165U (en) | Fixing device of crossbeam in pit | |
| CN214658649U (en) | Large-span construction operation platform for mounting super high-rise special-shaped curtain wall | |
| CN215669025U (en) | Suspension bridge anchorage front anchor chamber top plate suspension type temporary supporting device | |
| CN218323967U (en) | Steel construction roof truss goes up and down and stop device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |