CN217461535U - Overhanging type discharging platform for high-rise building - Google Patents
Overhanging type discharging platform for high-rise building Download PDFInfo
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- CN217461535U CN217461535U CN202220977786.2U CN202220977786U CN217461535U CN 217461535 U CN217461535 U CN 217461535U CN 202220977786 U CN202220977786 U CN 202220977786U CN 217461535 U CN217461535 U CN 217461535U
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- bottom plate
- unloading
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Abstract
The utility model relates to the high-rise building construction field, in particular to a high-rise building overhanging type unloading platform, which comprises two outer outriggers arranged at intervals, wherein one end of each outer outrigger is fixedly connected with a main body of a N-layer building structure and extends outwards from the main body of the building structure, and the other end of each outer outrigger is tied on the main body of the N + 1-layer building structure through a steel wire rope; the outer cantilever beam is provided with an unloading bottom plate, the outer side of the unloading bottom plate is provided with a guardrail, one end of the unloading bottom plate, close to the building structure main body, is hinged with the outer cantilever beam, and the other end of the unloading bottom plate is provided with a jacking mechanism; the jacking end of the jacking mechanism is connected with the discharging bottom plate, and the fixed end is fixed on the outer cantilever beam; the discharging bottom plate is connected with a charging basket in a sliding way; the utility model discloses simple structure, simple to operate have avoided the staff operation on the platform of unloading, and the bottom plate of unloading is carried out in the jack-up of climbing mechanism, and the automatic landing of charging basket is to N layer building structure main part, and the staff is direct to unload in building structure main part, and labour saving and time saving has promoted work efficiency and work security, avoids unexpected the emergence.
Description
Technical Field
The utility model relates to a high-rise building construction field especially relates to a high-rise building formula of encorbelmenting platform of unloading.
Background
At present, in the building work progress, the high-rise floor of construction often can need various materials, like the steel pipe fastener, template flitch etc, the material need be built one when transporting to the upper strata from the lower floor and unload the platform, the platform of unloading is generally for the formula of encorbelmenting platform of unloading, the formula of encorbelmenting platform of unloading generally includes that one end fixes the main outrigger on the building, be equipped with secondary beam and the platform of unloading on the main outrigger, the platform outside of unloading sets up protection railing, the main outrigger is chosen the end outward and is equipped with two wire rope drawknot unloads, wherein, be atress wire rope one, be protection wire rope one, the upward draw knot is fixed structurally in the building. The applicant finds that the existing overhanging type unloading platform needs workers to operate on the unloading platform when materials are transported, and the materials are transported to a floor from the unloading platform, so that time and labor are wasted, and certain potential safety hazards exist.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the above problem to a simple structure, simple to operate, safe high-rise building formula of encorbelmenting platform of unloading is transported to the material is provided.
Utility model solves the problem, the technical scheme who adopts is:
a high-rise building overhanging type unloading platform comprises two outer cantilever beams which are arranged at intervals, wherein one end of each outer cantilever beam is fixedly connected with an N-story building structure main body and extends outwards from the building structure main body, and the other end of each outer cantilever beam is tied on an N + 1-story building structure main body through a steel wire rope; the outer cantilever beam is provided with an unloading bottom plate, the outer side of the unloading bottom plate is provided with a guardrail, one end of the unloading bottom plate, close to the building structure main body, is hinged with the outer cantilever beam, and the other end of the unloading bottom plate is provided with a jacking mechanism; the jacking end of the jacking mechanism is connected with the discharging bottom plate, and the fixed end is fixed on the outer cantilever beam; the discharging bottom plate is connected with a charging basket in a sliding way.
Adopt above-mentioned technical scheme the utility model discloses, compare with prior art, its outstanding characteristics are:
the utility model discloses simple structure, simple to operate have avoided the staff operation on the platform of unloading, and the bottom plate of unloading is carried out in the jack-up of climbing mechanism, and the automatic landing of charging basket is to N layer building structure main part, and the staff is direct to unload in building structure main part, and labour saving and time saving has promoted work efficiency and work security, avoids unexpected the emergence.
Preferably, the present invention further provides:
the jacking mechanism comprises a hydraulic lifting rod and a controller electrically connected with the hydraulic lifting rod; simple structure, convenient control and low manufacturing cost.
The stroke of the hydraulic lifting rod is 0.5-1 time of the length of the discharging bottom plate; the maximum included angle between the discharging bottom plate and the plane where the outer cantilever beam is located is 30-45 degrees, so that the charging basket is guaranteed to slide downwards along the slope, and the phenomenon that the materials in the charging basket are overturned due to the overlarge included angle is avoided.
A sliding groove is formed in the discharging bottom plate, and a sliding block matched with the sliding groove is arranged at the bottom of the charging basket; simple structure, convenient installation and manufacture.
Drawings
Fig. 1 is a schematic structural view of a cantilever type unloading platform of a high-rise building in an embodiment of the utility model;
fig. 2 is a schematic view of a top view structure of the discharge bottom plate of the embodiment of the present invention.
In the figure: 1. an outer cantilever beam; 2. a through-wall bolt; 3. a discharge bottom plate; 301. a slide rail; 4. a guardrail; 5. a wire rope; 6. a jacking mechanism; 7. a charging basket; 8. a N-story building structure body; 9. an N +1 storey building structure body; 10. a central axis.
Detailed Description
The invention will be further described with reference to the following examples, which are intended only for better understanding of the invention and therefore do not limit the scope of the invention.
As shown in fig. 1 to 2, the overhanging type unloading platform for the high-rise building comprises two outer outriggers 1 arranged at intervals, wherein one ends of the outer outriggers 1 are welded with connecting plates, wall-through bolts 2 penetrate through the connecting plates, and one ends of the outer outriggers 1 are fixed on N-layer building structure main bodies 8 through the wall-through bolts 2 and extend outwards from the building structure main bodies; the wall bolt 2 is used for fixing the outer outrigger 1, is stable and durable, and can be used in a turnover mode, so that the problem that the embedded part cannot be used in a turnover mode due to the fact that the embedded phi 20U-shaped ring is used for fixing the outer outrigger 1 is solved. The other end of the outer cantilever beam 1 is tied on the building structure main body 9 of the layer N +1 through a phi 18 steel wire rope 5. The outer cantilever beam 1 is provided with a discharging bottom plate 3. The outer side of the discharging bottom plate 3 is provided with a guardrail 4. One end of the discharging bottom plate 3 close to the building structure main body is hinged with the outer cantilever beam 1, and the other end is provided with a jacking mechanism 6. The jacking end of the jacking mechanism 6 is connected with the discharging bottom plate 3, and the fixed end is fixed on the outer cantilever beam 1. The discharging bottom plate 3 is connected with a charging basket 7 in a sliding way. The cantilever beams 1 are made of 18# cantilever I-beams 2.55m long, if transported materials are heavy, secondary beams can be additionally arranged between the two cantilever beams 1 for reinforcement, the secondary beams are made of 16# I-beams and are transversely connected between the two cantilever beams 1 at intervals; the discharging bottom plate 3 is made of a 50mm thick steel plate, a central shaft 10 penetrates between the discharging bottom plate 3 and the cantilever beams 1 on the two sides, and the two sides of the central shaft 10 are limited by bolts. 1-3 charging baskets 7 can be arranged side by side, two adjacent charging baskets 7 are detachably connected, and the height of each charging basket 7 is less than 0.8 time of the height of the guardrail 4; the guard bar 4 is made of a metal mesh sheet and is 1.2m high; the metal mesh is adopted for manufacturing, so that the load of the discharging bottom plate 3 can be reduced, the manufacturing cost can be saved, and the transportation is convenient; the lower end of the metal mesh is provided with a foot baffle plate with the height of 20 cm; for bottom reinforcement of the guard rail 4.
Further, the jacking mechanism 6 comprises a hydraulic lifting rod and a controller electrically connected with the hydraulic lifting rod; the lower end of the hydraulic rod is welded with a connecting plate, and the connecting plate is fixed at the outer end of the outer cantilever beam 1 through a bolt. The controller is a hand-held controller, and the lifting of the hydraulic lifting rod is controlled by workers in the building structure main body.
Furthermore, the stroke of the hydraulic lifting rod is 0.5-1 time of the length of the discharging bottom plate 3; the maximum included angle between the discharging bottom plate 3 and the plane where the outer cantilever beam 1 is located is 30-45 degrees, so that the charging basket 7 is guaranteed to slide downwards along the slope, and the phenomenon that the materials in the charging basket 7 are overturned due to the overlarge included angle is avoided.
The concrete sliding connection structure is that two through long sliding grooves 301 are formed in two sides of the discharging bottom plate 3, sliding blocks matched with the sliding grooves 301 are arranged at the bottom of the charging basket 7, the sliding blocks can be replaced by pulleys, and the sliding blocks are connected in the sliding grooves 301 in a sliding mode.
Further, be connected with the haulage rope on the charging basket 7, guardrail 4 includes left and right sides guardrail 4 and outer end guardrail 4, and the outer end guardrail 4 is walked around to the haulage rope, from outer end guardrail 4 in the N layer of building structure main part 8 of winding back. The connecting end of the outer cantilever beam 1 is also provided with a connecting lug, and the traction rope can be bound on the connecting lug when not used. The constructor pulls the hauling rope and assists the charging basket 7 to return to the outside of the main body of the building structure.
When the lifting device is used, a constructor controls the controller, and the controller outputs a control signal to control the lifting of the hydraulic lifting rod. One end of the discharging bottom plate 3 rises upwards to form a slope from top to bottom. The charging basket 7 conveys materials to the building structure main body along a slope, and the workers directly unload materials in the building structure main body.
The utility model discloses simple structure, simple to operate have avoided the staff operation on the platform of unloading, 6 jack-ups bottom plates 3 of unloading of climbing mechanism, and 7 automatic landing of charging basket to N layer building structure main parts, labour saving and time saving have promoted work efficiency and work security, avoid unexpected the emergence.
The above description is only a preferred and practical embodiment of the present invention, and is not intended to limit the scope of the present invention, which is intended to be encompassed by the present invention, unless otherwise indicated by the appended claims.
Claims (4)
1. A high-rise building overhanging type unloading platform comprises two outer cantilever beams which are arranged at intervals, wherein one end of each outer cantilever beam is fixedly connected with an N-story building structure main body and extends outwards from the building structure main body, and the other end of each outer cantilever beam is tied on an N + 1-story building structure main body through a steel wire rope; be equipped with the bottom plate of unloading on the girder is chosen outward, the bottom plate outside of unloading is equipped with guardrail, its characterized in that: one end of the discharging bottom plate, which is close to the building structure main body, is hinged with the outer cantilever beam, and the other end is provided with a jacking mechanism; the jacking end of the jacking mechanism is connected with the discharging bottom plate, and the fixed end is fixed on the outer cantilever beam; the discharging bottom plate is connected with a charging basket in a sliding way.
2. The high-rise building overhanging discharge platform of claim 1, wherein: the jacking mechanism comprises a hydraulic lifting rod and a controller electrically connected with the hydraulic lifting rod.
3. The high-rise building overhanging discharge platform of claim 2, wherein: the stroke of the hydraulic lifting rod is 0.5-1 times of the length of the discharging bottom plate.
4. The high-rise building overhanging discharge platform of claim 1, wherein: the discharging bottom plate is provided with a sliding groove, and the bottom of the charging basket is provided with a sliding block matched with the sliding groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220977786.2U CN217461535U (en) | 2022-04-26 | 2022-04-26 | Overhanging type discharging platform for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220977786.2U CN217461535U (en) | 2022-04-26 | 2022-04-26 | Overhanging type discharging platform for high-rise building |
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| Publication Number | Publication Date |
|---|---|
| CN217461535U true CN217461535U (en) | 2022-09-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220977786.2U Active CN217461535U (en) | 2022-04-26 | 2022-04-26 | Overhanging type discharging platform for high-rise building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117188790A (en) * | 2023-10-24 | 2023-12-08 | 中国水利水电第一工程局有限公司 | Novel movable cantilever operation platform for lock chamber construction |
-
2022
- 2022-04-26 CN CN202220977786.2U patent/CN217461535U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117188790A (en) * | 2023-10-24 | 2023-12-08 | 中国水利水电第一工程局有限公司 | Novel movable cantilever operation platform for lock chamber construction |
| CN117188790B (en) * | 2023-10-24 | 2024-04-30 | 中国水利水电第一工程局有限公司 | Novel movable cantilever operation platform for lock chamber construction |
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