CN211572657U - Assembled platform of unloading of encorbelmenting - Google Patents
Assembled platform of unloading of encorbelmenting Download PDFInfo
- Publication number
- CN211572657U CN211572657U CN201922383724.XU CN201922383724U CN211572657U CN 211572657 U CN211572657 U CN 211572657U CN 201922383724 U CN201922383724 U CN 201922383724U CN 211572657 U CN211572657 U CN 211572657U
- Authority
- CN
- China
- Prior art keywords
- main
- beams
- main body
- building
- secondary beam
- 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
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model relates to an assembled overhanging discharging platform, which comprises a main frame, a vertical face guard fence connected with the main frame and a steel wire rope connecting a building main body and the main frame; the main frame comprises two main beams which are perpendicular to the vertical surface of the building main body and are arranged in parallel at intervals, and a plurality of secondary beams which are perpendicular to the main beams and are arranged between the two main beams at intervals, wherein one ends of the two main beams are lapped on the building main body, and the two ends of each secondary beam are respectively detachably connected with the two main beams; a patterned steel plate is laid on the main frame and is connected with the secondary beam through the matching of bolts and bolt holes reserved on the secondary beam; guard rails on two side faces of the vertical face guard rail are detachably connected with the two main beams respectively, and end guard rails of the vertical face guard rail are detachably connected with end secondary beams far away from the building main body; punching meshes are detachably connected to the side protective fence and the end protective fence; the steel wire rope passes through the lantern ring on the building main body, and two ends of the steel wire rope are respectively bolted on two spaced pull rings at the end part of the main beam far away from the building main body.
Description
Technical Field
The utility model relates to a platform technical field of unloading of encorbelmenting especially relates to an assembled platform of unloading of encorbelmenting.
Background
The overhanging discharging platform is widely applied to the construction stage of a main body of a high-rise building and is an indispensable discharging device in the material turnover process. The platform of unloading that adopts at present is mostly fixed, is formed by encorbelmenting I-steel and steel pipe welding, and the preparation takes a lot of work to take the material and can not dismantle, and is bulky, and the project finishes the back transportation difficulty, and the turnover expense is high. And most unloading platforms do not have overload alarm devices, and are only dependent on the suspension load warning board, so that the overload condition is difficult to control effectively. Therefore, the traditional fixed overhanging discharging platform is difficult to meet the requirements of economy and safety.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the utility model aims to provide an assembled platform of unloading of encorbelmenting should unload the platform and can freely dismouting, reduces the turnover cost of transportation, improves the economic nature of the platform of unloading of encorbelmenting.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an assembled overhanging discharging platform comprises a main frame, a vertical face guard rail connected to the main frame and a steel wire rope connecting a building main body and the main frame; the main frame comprises two main beams which are perpendicular to the vertical surface of the building main body and are arranged in parallel at intervals, and a plurality of secondary beams which are perpendicular to the main beams and are arranged between the two main beams at intervals, wherein one ends of the two main beams are lapped on the building main body, and the two ends of each secondary beam are respectively detachably connected with the two main beams; a patterned steel plate is laid on the main frame and is connected with the secondary beam through the matching of bolts and bolt holes reserved on the secondary beam; guard rails on two side faces of the vertical face guard rail are detachably connected with the two main beams respectively, and end guard rails of the vertical face guard rail are detachably connected with end secondary beams far away from the building main body; punching meshes are detachably connected to the side protective fence and the end protective fence; the steel wire rope passes through the lantern ring on the building main body, and two ends of the steel wire rope are respectively bolted on two spaced pull rings at the end part of the main beam far away from the building main body.
Wherein, it is connected with the building main part can dismantle through the fastener of dismantling the connection on the building main part in two girders.
The main beam and the secondary beams are fixedly connected through the connecting holes through bolts.
Wherein, the end secondary beam close to the building main body is hinged with a turning plate through a hinge.
Two ends of each side upright rod of the side protective fence are respectively hinged with the bottom main beam and a side square steel of the top horizontal.
The bottom of each end upright rod of the end protective guard is inserted into each vertically arranged sleeve welded on the end secondary beam, and the top of each end upright rod is fixedly connected with a horizontal end square steel.
Wherein, an overload limiter is arranged on the steel wire rope.
The steel pipes extend to the outer parts of the two ends of the secondary beams or the outer parts of the ends, far away from the building body, of the main beams, and are bound with safety pocket nets arranged on the periphery of the main frame.
Wherein, be provided with the bolt that prevents steel pipe lateral shifting on the steel pipe.
The utility model discloses following beneficial effect has:
the utility model discloses a girder and the secondary beam of the platform main frame of platform adopt bolted connection, end rail guard to pass through socket joint bushing bolted connection fixed, side protection to adopt the steel mesh piece that punches a hole and guard rail bolted connection, bottom decorative pattern steel sheet and frame crossbeam bolted connection to adopt the assembled connection to install and remove swiftly, the turnover is convenient.
Can receive and release side rail guard and the board that turns over of transportation that can overturn, it is nimble to use: the guard rail nodes on the two sides of the platform are hinged by pin shafts and can be freely folded and unfolded, and after the guard rail nodes are integrally connected with the end railings and the punched steel meshes, the guard rail nodes are firm and reliable and are not easy to shake. The inlet is provided with a turnover plate which can be turned over freely.
An overload alarm device is additionally arranged on the steel wire rope, so that the intelligent safety is realized; set up horizontally safe pocket net around the main frame, improve factor of safety: horizontal protection steel pipe alternates in secondary beam bottom welded sleeve, and ann tears convenient and fast open, improves the platform and prevents falling object factor of safety.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic view of a connection structure of the main beam and the secondary beam of the present invention;
fig. 3 is a schematic structural view of the vertical protective fence according to the present invention;
FIG. 4 is an enlarged schematic view of the structure at A in FIG. 3;
fig. 5 is a schematic view of a connection structure between the end guard rail and the secondary beam of the present invention;
fig. 6 is a schematic view of the side guard rail of the present invention in a laid state.
Description of reference numerals:
100-building main body, 1-main frame, 10-connecting plate, 101-connecting hole, 11-main beam, 12-secondary beam, 121-bolt hole, 13-pattern steel plate, 14-turning plate, 141-hinge, 2-vertical face guard rail, 21-side guard rail, 211-side upright rod, 212-side square steel, 22-end guard rail, 221-end upright rod, 222-sleeve, 223-end square steel, 23-punching net piece, 3-steel wire rope, 31-sleeve ring, 32-pull ring, 33-overload limiter, 41-sleeve, 42-steel pipe and 43-safety pocket net.
Detailed Description
The invention will be described in further detail with reference to the following drawings and specific embodiments:
referring to fig. 1 to 6, an assembled overhanging discharging platform includes a main frame 1 lapped on a building main body 100, a facade guard rail 2 detachably connected to the main frame 1, and a wire rope 3 connecting the building main body 100 and the main frame 1.
The main frame 1 comprises two main beams 11 which are perpendicular to the vertical surface of the building main body 100 and are arranged in parallel at intervals and a plurality of secondary beams 12 which are perpendicular to the main beams 11 and are arranged between the two main beams 11 at intervals, a plurality of connecting holes 101 are respectively formed in connecting plates 10 at the two ends of each secondary beam 12 and the position of the main beam 11 corresponding to each secondary beam 12, and the main beams 11 and the secondary beams 12 penetrate through the connecting holes 101 through bolts to be detachably connected. One end of each of the two main beams 11 is erected on the building main body 100 and detachably connected to the building main body 100 by a fastener detachably connected to the building main body 100. Specifically, the main beam 11 and the secondary beam 12 are both made of i-steel. The main frame 1 is paved with a pattern steel plate 13, and the pattern steel plate 13 is detachably connected with the secondary beam 12 through the matching of bolts and bolt holes 121 reserved on the secondary beam 12.
Preferably, the end secondary beam 12 close to the building body 100 is hinged with a flap 14 by a hinge 141 to overcome the height difference between the discharge platform and the floor.
The facade guard rails 2 include side guard rails 21 detachably connected to the main beams 11 and end guard rails 22 detachably connected to the end sub-beams 12 distant from the building body 100. Two ends of each side upright rod 211 of the side protective guard 21 are respectively hinged with the bottom main beam 11 and a top horizontal side square steel 212 through pin shafts, the bottom of each end upright rod 221 of the end protective guard 22 is inserted into each vertically arranged sleeve 222 welded on the end secondary beam 12 and is fixed through bolts, and the top is fixedly connected with a horizontal end square steel 223. The side protective guard 21 and the end protective guard 22 are detachably connected with punched meshes 23, and the punched meshes 23 are detachably connected with the protective guard through bolts, the side square steel 212, the end square steel 223 and bolt holes reserved on the primary and secondary beams. The punching mesh 23 is connected to the guard rail to effectively rotate the side guard rail 21.
A lantern ring 31 is fixed on the building main body 100, two pull rings 32 are fixed on the outer side of the end portion, far away from the building main body 100, of the main beam 11, the steel wire rope 3 penetrates through two ends of the lantern ring 31 and is respectively bolted on the two pull rings 32, and a chicken-heart-shaped ring protection is arranged when the steel wire rope 3 is connected with the pull rings 32 in a pulling mode. An overload limiter 33 is arranged on the steel wire rope 3, and specifically, the overload limiter 33 can be of a SYG-OA model.
Further, sleeves 41 are welded to the bottom surfaces of the two ends of each secondary beam 12 and the side surface of the end portion, away from the building main body 100, of each main beam 11, the sleeves 41 on each secondary beam 12 are horizontally arranged and parallel to the secondary beams 12, and the sleeves 41 on each main beam 11 are horizontally arranged and parallel to the main beams 11. Steel pipes 42 are respectively inserted into the sleeves 41 of the secondary beams 12 and the main beams 11, and the steel pipes 42 extend to the outer parts of the two ends of the secondary beams 12 or the outer parts of the ends of the main beams 11 far away from the building main body 100. Each steel pipe 42 is bound with a safety pocket net 43 arranged at the periphery of the main frame 1. Optionally, the steel tube 42 is provided with a latch (not shown) for preventing the steel tube 42 from moving laterally.
The above only is the detailed implementation manner of the present invention, not limiting the patent scope of the present invention, all the equivalent structure changes made in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (9)
1. The utility model provides an assembled platform of unloading of encorbelmenting which characterized in that: comprises a main frame (1), a vertical face guard rail (2) connected on the main frame (1) and a steel wire rope (3) connecting a building main body (100) and the main frame (1); the main frame (1) comprises two main beams (11) which are perpendicular to the vertical surface of the building main body (100) and are arranged in parallel at intervals and a plurality of secondary beams (12) which are perpendicular to the main beams (11) and are arranged between the two main beams (11) at intervals, one ends of the two main beams (11) are lapped on the building main body (100), and two ends of each secondary beam (12) are respectively detachably connected with the two main beams (11); a patterned steel plate (13) is laid on the main frame (1), and the patterned steel plate (13) is matched with a bolt hole (121) reserved on the secondary beam (12) through a bolt and is connected with the secondary beam (12); two side surface guard rails (21) of the vertical surface guard rail (2) are respectively detachably connected with the two main beams (11), and an end guard rail (22) of the vertical surface guard rail (2) is detachably connected with an end secondary beam (12) far away from the building main body (100); punching meshes (23) are detachably connected to the side protective guard (21) and the end protective guard (22); the steel wire rope (3) passes through a lantern ring (31) on the building main body (100), and two ends of the steel wire rope are respectively bolted on two spaced pull rings (32) at the end part of the main beam (11) far away from the building main body (100).
2. The modular overhanging discharge platform of claim 1, wherein: the two main beams are detachably connected with the building main body (100) through fasteners detachably connected with the building main body (100).
3. The modular overhanging discharge platform of claim 1, wherein: a plurality of connecting holes (101) are respectively formed in the connecting plates (10) of the two end parts of each secondary beam (12) and the main beam (11) corresponding to the position of each secondary beam (12), and the main beam (11) and the secondary beams (12) are fixedly connected by penetrating through the connecting holes (101) through bolts.
4. The modular overhanging discharge platform of claim 1, wherein: the end secondary beam (12) close to the building main body (100) is hinged with a turning plate (14) through a hinge (141).
5. The modular overhanging discharge platform of claim 1, wherein: two ends of each side upright rod (211) of the side protective fence (21) are respectively hinged with a main beam (11) at the bottom and a side square steel (212) at the top in a horizontal mode.
6. The modular overhanging discharge platform of claim 1, wherein: the bottom of each end upright rod (221) of the end protective guard (22) is inserted into each vertically arranged sleeve (222) welded on the end secondary beam (12), and the top of each vertically arranged sleeve is fixedly connected with a horizontal end square steel (223).
7. The modular overhanging discharge platform of claim 1, wherein: and an overload limiter (33) is arranged on the steel wire rope (3).
8. The modular overhanging discharge platform of claim 1, wherein: the bottom surfaces of two ends of each secondary beam (12) and the side face of the end part of each main beam (11) far away from the building main body (100) are welded with sleeves (41), the sleeves (41) on each secondary beam (12) are horizontally arranged and are parallel to the secondary beams (12), the sleeves (41) on each main beam (11) are horizontally arranged and are parallel to the main beams (11), steel pipes (42) are respectively inserted in the sleeves (41) of each secondary beam (12) and each main beam (11), the steel pipes (42) extend to the outer parts of two ends of the secondary beams (12) or the outer parts of the ends of the main beams (11) far away from the building main body (100), and safety pocket nets (43) arranged on the periphery of the main frame (1) are bound on each steel pipe (42.
9. The modular overhanging discharge platform of claim 8, wherein: the steel pipe (42) is provided with a bolt for preventing the steel pipe (42) from moving laterally.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922383724.XU CN211572657U (en) | 2019-12-26 | 2019-12-26 | Assembled platform of unloading of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922383724.XU CN211572657U (en) | 2019-12-26 | 2019-12-26 | Assembled platform of unloading of encorbelmenting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211572657U true CN211572657U (en) | 2020-09-25 |
Family
ID=72551224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922383724.XU Active CN211572657U (en) | 2019-12-26 | 2019-12-26 | Assembled platform of unloading of encorbelmenting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211572657U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227685A (en) * | 2020-09-28 | 2021-01-15 | 中国二十冶集团有限公司 | Safety protection device for overhanging discharging platform |
| 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 |
-
2019
- 2019-12-26 CN CN201922383724.XU patent/CN211572657U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227685A (en) * | 2020-09-28 | 2021-01-15 | 中国二十冶集团有限公司 | Safety protection device for overhanging discharging platform |
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP5097313B2 (en) | Suspended scaffold and its installation method | |
| CN211572657U (en) | Assembled platform of unloading of encorbelmenting | |
| CN207144449U (en) | A kind of hoistway operation platform | |
| CN202706503U (en) | Electric lifting discharging platform for main building construction | |
| CN215564558U (en) | Retractable platform of unloading of encorbelmenting | |
| CN210976543U (en) | Cage platform for tensioning construction | |
| CN202785351U (en) | Tower cranes attached operating platform | |
| CN112252698A (en) | Super high-rise large cantilever steel truss construction platform | |
| CN205369866U (en) | Assembled steel ladder | |
| CN210239090U (en) | Movable operating platform | |
| CN210152291U (en) | Detachable platform of unloading of encorbelmenting | |
| CN203475801U (en) | Telescopic steel platform for elevator shaft | |
| CN213738121U (en) | Full-intelligent self-climbing conveying operation table | |
| CN110439308B (en) | Multi-functional adjustable high-rise building safety device that prevents weighing down thing of instrument formula | |
| CN211037760U (en) | Novel instrument formula elevartor shaft construction operation platform | |
| CN205840289U (en) | A kind of suspension type vertical operating platform | |
| CN214696763U (en) | Super high-rise large cantilever steel truss construction platform | |
| CN212984583U (en) | Modular stub splicing assembly type construction platform | |
| CN202969970U (en) | Reusable anti-climbing device for bottom layer of tower crane on construction site | |
| NL2013140B1 (en) | Longitudinal road barrier segment for temporary use and method for coupling and de-coupling such road barrier segments. | |
| JP6661142B1 (en) | Hanging scaffold | |
| CN208869171U (en) | One kind lifting reusable porous grade for steelwork tower truss and hangs lid | |
| CN112141854B (en) | Full-intelligent self-climbing conveying operation table and application method thereof | |
| CN206205768U (en) | Combined type hangs cat ladder | |
| CN217353458U (en) | Attached scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |