CN205577381U - Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting - Google Patents
Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting Download PDFInfo
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- CN205577381U CN205577381U CN201620304030.6U CN201620304030U CN205577381U CN 205577381 U CN205577381 U CN 205577381U CN 201620304030 U CN201620304030 U CN 201620304030U CN 205577381 U CN205577381 U CN 205577381U
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Abstract
The utility model relates to an overhanging type platform field of unloading in the building engineering construction, in particular to can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting. The trilateral welding of equidistance has the girder bracket on the stage mechanism's of this platform the girder, and the secondary beam is connected perpendicularly on the girder bracket through upper and lower each two high strength bolt, and the upper portion of landing slab, lower part are provided with rib, vertical fossil fragments respectively, and the post leg of four angles end lower parts of landing slab is placed in on the stopper of girder, protection machanism's protection pole setting equipartition in the both sides and the platform mouth department of landing slab, the perpendicular equipartition of horizontal railing is abound with close mesh safety net on each fender rod in each protection pole setting, and gravity sensor is arranged in the stopper, the rings of mechanism of encorbelmenting are connected in the both sides of girder, and wire rope connects between tower built -in fitting and rings, unload the platform collar extension of platform a little more than the internal orifice. The utility model discloses the installation is dismantled simple swiftly, and the transportation turnover of being convenient for is used, appears in the use overloading and accessible time reports to the police, prevents the phenomenon that overloads.
Description
Technical field
This utility model relates to overhanging type discharging platform field in building engineering construction, can have enough to meet the need spelling particularly to one
Formula overload warning overhanging unloading platform.
Background technology
Along with high building project development rapidly, set up overhanging unloading platform and have also been obtained and be widely applied.How to protect
Card discharging platform bearing capacity, weld strength and on-the-spot spelling are convenient, are urgent problems.At high-building construction
During, overhanging type discharging platform serves vital effect in material, material tool, the transmission of building waste are transported, but
The on-the-spot integral type discharging platform processed being traditional also exists the defect transporting difference inconvenient, revolving；Traditional discharging platform
In work progress, there is no concrete weight-measuring device due to only weight limit sign, workman in practical operation with being difficult to directly judgement
Go out discharging platform to have overloaded, thus cause great potential safety hazard, cause thing because the discharging platform caused that overloads falls
Therefore example too numerous to enumerate.
Utility model content
For solving the problems referred to above, this utility model provides one can have enough to meet the need assembled overload warning overhanging unloading platform, this
Planting overhanging unloading platform installing/dismounting simple and fast, only need to be linked in sequence by several parts fastens, it is simple to transport and week
Turn and use, in use occur overload condition can and alarm, thus prevent the appearance of overloading.
For achieving the above object, the technical solution adopted in the utility model is as follows: can have enough to meet the need assembled overload warning and encorbelment
Discharging platform, including platform mechanism, protection mechanism and mechanism of encorbelmenting, it is characterised in that: platform mechanism includes girder, secondary beam, master
Beam bracket, landing slab, on girder, equidistant three faces are welded with girder bracket, and secondary beam is vertically connected by the most each two high-strength bolts
On girder bracket, the top of landing slab, bottom are respectively arranged with lateral keel, longitudinal Os Draconis, under four angle ends of landing slab
The post lower limb in portion is placed on the stop of girder, limits its motion by angle steel outside four angle ends of landing slab；Protection mechanism bag
Including protective upright rod, horizontal rails, safety net, gravity sensor, protective upright rod is distributed at both sides and the platform mouth of landing slab, anti-
The lower end protecting vertical rod is bolted with two edge-beams, and horizontal rails is vertically distributed on each protective upright rod, at each fender rod
On be abound with close mesh safety net, gravity sensor is positioned in stop, and gravity sensor is connected with check weighing display screen；Encorbelment mechanism bag
Enclosing wire rope, suspension ring, suspension ring are connected to the both sides of girder, and steel wire rope is connected between high building built-in fitting and suspension ring, every steel wire
Rope is provided with no less than 3 steel wire rope ram's horns；The platform collar extension of discharging platform is slightly above internal orifice.
Described girder uses 16～20# I-steel.
A length of the 150～300mm of described girder bracket, the distance that arranges of girder bracket (3) is 300～600mm.
Described secondary beam uses 12～18# channel-section steels, and landing slab uses 3～8mm steel plates.
The platform collar extension of described discharging platform is higher than internal orifice 10～50mm.
Described lateral keel uses anti-slip steel, longitudinal Os Draconis to use square steel.
The height of described angle steel is 50～150mm.
Described protective upright rod square steel tube, the height of protective upright rod is 1～1.5m.
The mesh number of described safety net is 800-1200 mesh.
The quantity of described every side steel wire rope is more than 2, and specification is more than 216#, the company between steel wire rope and discharging platform
The place of connecing arranges rubber blanket.
This utility model is compared conventional discharging platform and is had the advantage that
1, detachably transport, increase and recycle number of times, reduce transport number of times, reduce cost；
2, it is bolted, on the premise of proof strength, reduces the working time；
3, check weighing system can effectively ensure discharging platform security performance.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model；
Fig. 2 is the schematic diagram that platform mechanism of the present utility model assembles with protection mechanism；
Fig. 3 is the schematic diagram of landing slab of the present utility model；
Fig. 4 is schematic diagram at divider node of the present utility model；
Fig. 5 is schematic diagram at bracket node of the present utility model；
Fig. 6 is schematic diagram at angle steel node of the present utility model；
Fig. 7 is the schematic diagram of guard rail of the present utility model and landing slab junction；
In figure: 1-girder, 2-secondary beam, 3-girder bracket, 4-landing slab, 5-stop, 6-angle steel, 7-protective upright rod, 8-
Horizontal rails, 9-safety net, 10-steel wire rope, 11-suspension ring, 12-gravity sensor.
Detailed description of the invention
Below in conjunction with embodiment, this utility model is described in detail:
Embodiment 1
As shown in Fig. 1-Fig. 7, assembled overload warning overhanging unloading platform can be had enough to meet the need, including platform mechanism, protection mechanism
With mechanism of encorbelmenting.
Platform mechanism includes girder 1, secondary beam 2, girder bracket 3, landing slab 4, and girder 1 uses 16# I-steel, on girder 1
Being welded with girder bracket 3 every equidistant three faces of 300mm, a length of 150mm of girder bracket 3, secondary beam 2 uses 12# channel-section steel, secondary beam
2 are vertically connected on girder bracket 3 by the most each two high-strength bolts, and landing slab 4 uses 3mm steel plate, landing slab 4 upper
Portion, bottom are respectively arranged with lateral keel, longitudinal Os Draconis, and lateral keel uses anti-slip steel, longitudinal Os Draconis to use square steel, landing slab
The post lower limb of the end bottom, four angles of 4 is placed on the stop 5 of girder 1, and passing through height outside four angle ends of landing slab 4 is 50mm
Angle steel 6 limit its motion；
Protection mechanism includes protective upright rod 7, horizontal rails 8, safety net 9, gravity sensor 12, protective upright rod 7 side of employing
Steel pipe, the height of protective upright rod 7 is 1m, and protective upright rod 7 is distributed at both sides and the platform mouth of landing slab 4, protective upright rod 7 times
End is bolted with two edge-beams 1, and horizontal rails 8 is vertically distributed on each protective upright rod 7, is abound with mesh on each fender rod
Number is the safety net 9 of 800 mesh, and gravity sensor 12 is positioned in stop 5, and gravity sensor 12 is connected with check weighing display screen；
Mechanism of encorbelmenting includes steel wire rope 10, suspension ring 11, and suspension ring 11 are connected to the both sides of girder 1, and steel wire rope 10 is connected to tower
Between building built-in fitting and suspension ring 11, the quantity of every side steel wire rope 10 is 2, and specification is 20#, and every steel wire rope 10 is provided with 3
Steel wire rope ram's horn, the junction between steel wire rope 10 and discharging platform arranges rubber blanket；The platform collar extension of discharging platform is slightly above
Internal orifice 10mm.
Before discharging platform feeding, discharging platform is shown and carries out return-to-zero, reading to gravity sensor in time during shipment
Number is checked, if overloading；Or after being provided directly as overloading weight, when overweight, send alarm.
Embodiment 2
Had enough to meet the need assembled overload warning overhanging unloading platform Each part described in the present embodiment and annexation
The most in the same manner as in Example 1, different technical parameters is:
1) girder 1 uses 18# I-steel；
2) girder bracket 3 equidistantly it is welded with every 450mm on girder 1；
3) a length of 225mm of girder bracket 3；
4) secondary beam 2 uses 16# channel-section steel；
5) landing slab 4 uses 5mm steel plate；
6) height of angle steel 6 is 100mm；
7) height of protective upright rod 7 is 1.2m；
8) the mesh number of safety net 9 is 1000 mesh；
9) quantity of every side steel wire rope 10 is 3, and specification is 18#；
10) every steel wire rope 10 is provided with 4 steel wire rope ram's horns；
11) the platform collar extension of discharging platform is slightly above internal orifice 30mm.
Embodiment 3
Had enough to meet the need assembled overload warning overhanging unloading platform Each part described in the present embodiment and annexation
All the most identical with embodiment 1, embodiment 2, different technical parameters is:
1) girder 1 uses 20# I-steel；
2) girder bracket 3 equidistantly it is welded with every 600mm on girder 1；
3) a length of 300mm of girder bracket 3；
4) secondary beam 2 uses 18# channel-section steel；
5) landing slab 4 uses 8mm steel plate；
6) height of angle steel 6 is 150mm；
7) height of protective upright rod 7 is 1.5m；
8) the mesh number of safety net 9 is 1200 mesh；
9) quantity of every side steel wire rope 10 is 4, and specification is 16#；
10) every steel wire rope 10 is provided with 5 steel wire rope ram's horns；
11) the platform collar extension of discharging platform is slightly above internal orifice 50mm.
Claims (10)
1. can have enough to meet the need assembled overload warning overhanging unloading platform, including platform mechanism, protection mechanism and mechanism of encorbelmenting, its feature
It is: platform mechanism includes girder (1), secondary beam (2), girder bracket (3), landing slab (4), upper equidistant three welding of girder (1)
Having girder bracket (3), secondary beam (2) is vertically connected on girder bracket (3) by the most each two high-strength bolts, landing slab (4)
Top, bottom be respectively arranged with lateral keel, longitudinal Os Draconis, the post lower limb of the end bottom, four angles of landing slab (4) is placed in girder
(1), on stop (5), outside four angle ends of landing slab (4), its motion is limited by angle steel (6)；Protection mechanism includes preventing
Protecting vertical rod (7), horizontal rails (8), safety net (9), gravity sensor (12), protective upright rod (7) is distributed in the two of landing slab (4)
At side and platform mouth, the lower end of protective upright rod (7) is bolted with two edge-beams (1), and horizontal rails (8) is vertically distributed in
On each protective upright rod (7), being abound with close mesh safety net (9) on each fender rod, gravity sensor (12) is positioned in stop (5),
Gravity sensor (12) is connected with check weighing display screen；Mechanism of encorbelmenting includes steel wire rope (10), suspension ring (11), and suspension ring (11) are connected to
The both sides of girder (1), steel wire rope (10) is connected between high building built-in fitting and suspension ring (11), and every steel wire rope (10) is provided with not
Less than 3 steel wire rope ram's horns；The platform collar extension of discharging platform is slightly above internal orifice.
The most according to claim 1 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described girder
(1) 16～20# I-steel are used.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
A length of the 150～300mm of girder bracket (3), the distance that arranges of girder bracket (3) is 300～600mm.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
Secondary beam (2) uses 12～18# channel-section steels, and landing slab (4) uses 3～8mm steel plates.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
The platform collar extension of discharging platform is higher than internal orifice 10～50mm.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
Lateral keel uses anti-slip steel, longitudinal Os Draconis to use square steel.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
The height of angle steel (6) is 50～150mm.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
Protective upright rod (7) uses square steel tube, and the height of protective upright rod (7) is 1～1.5m.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
The mesh number of safety net (9) is 800-1200 mesh.
The most according to claim 1 and 2 have enough to meet the need assembled overload warning overhanging unloading platform, it is characterised in that: described
The quantity of every side steel wire rope (10) is more than 2, and specification is more than 16#, the junction between steel wire rope (10) and discharging platform
Rubber blanket is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620304030.6U CN205577381U (en) | 2016-04-13 | 2016-04-13 | Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620304030.6U CN205577381U (en) | 2016-04-13 | 2016-04-13 | Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577381U true CN205577381U (en) | 2016-09-14 |
Family
ID=56865708
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620304030.6U Expired - Fee Related CN205577381U (en) | 2016-04-13 | 2016-04-13 | Can have enough to meet need spelling formula overload alarm platform of unloading of encorbelmenting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205577381U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812294A (en) * | 2016-12-14 | 2017-06-09 | 上海建工集团股份有限公司 | The intelligent bracket system and its installation and application of integral steel platform |
| CN107152169A (en) * | 2017-07-07 | 2017-09-12 | 中建二局第二建筑工程有限公司华东分公司 | Overhanging unloading platform |
| CN107165427A (en) * | 2017-06-28 | 2017-09-15 | 中国冶集团有限公司 | A kind of intelligent overhanging unloading platform |
| CN107386662A (en) * | 2017-08-29 | 2017-11-24 | 四川省第十五建筑有限公司 | Construction lift tool formula is encorbelmented escape way |
| CN108301630A (en) * | 2017-12-30 | 2018-07-20 | 中建三局第建设工程有限责任公司 | A kind of turnable assembled protection shed device and its application method |
| CN109024885A (en) * | 2018-06-25 | 2018-12-18 | 安徽海螺建材设计研究院有限责任公司 | A kind of conveying gallery security structure |
| CN109457980A (en) * | 2018-12-11 | 2019-03-12 | 上海建工五建集团有限公司 | A kind of installation method of bracket device and overhanging unloading platform |
| CN111441568A (en) * | 2020-04-08 | 2020-07-24 | 台州宏丰建设有限公司 | Hanging basket for high-altitude operation in building engineering |
| CN112196248A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cantilever scaffold system and construction method thereof |
| CN114541462A (en) * | 2022-03-10 | 2022-05-27 | 长江勘测规划设计研究有限责任公司 | Offshore wind power foundation outer platform and manufacturing and mounting method |
-
2016
- 2016-04-13 CN CN201620304030.6U patent/CN205577381U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106812294A (en) * | 2016-12-14 | 2017-06-09 | 上海建工集团股份有限公司 | The intelligent bracket system and its installation and application of integral steel platform |
| CN107165427A (en) * | 2017-06-28 | 2017-09-15 | 中国冶集团有限公司 | A kind of intelligent overhanging unloading platform |
| CN107152169A (en) * | 2017-07-07 | 2017-09-12 | 中建二局第二建筑工程有限公司华东分公司 | Overhanging unloading platform |
| CN107386662A (en) * | 2017-08-29 | 2017-11-24 | 四川省第十五建筑有限公司 | Construction lift tool formula is encorbelmented escape way |
| CN108301630A (en) * | 2017-12-30 | 2018-07-20 | 中建三局第建设工程有限责任公司 | A kind of turnable assembled protection shed device and its application method |
| CN109024885A (en) * | 2018-06-25 | 2018-12-18 | 安徽海螺建材设计研究院有限责任公司 | A kind of conveying gallery security structure |
| CN109457980A (en) * | 2018-12-11 | 2019-03-12 | 上海建工五建集团有限公司 | A kind of installation method of bracket device and overhanging unloading platform |
| WO2020119068A1 (en) * | 2018-12-11 | 2020-06-18 | 上海建工五建集团有限公司 | Support device and method for mounting cantilevered material unloading platform |
| CN111441568A (en) * | 2020-04-08 | 2020-07-24 | 台州宏丰建设有限公司 | Hanging basket for high-altitude operation in building engineering |
| CN111441568B (en) * | 2020-04-08 | 2021-07-27 | 台州宏丰建设有限公司 | Hanging basket for high-altitude operation in building engineering |
| CN112196248A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cantilever scaffold system and construction method thereof |
| CN114541462A (en) * | 2022-03-10 | 2022-05-27 | 长江勘测规划设计研究有限责任公司 | Offshore wind power foundation outer platform and manufacturing and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 |
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| CF01 | Termination of patent right due to non-payment of annual fee |