CN203856183U - Fabricated overhanging type discharging platform - Google Patents
Fabricated overhanging type discharging platform Download PDFInfo
- Publication number
- CN203856183U CN203856183U CN201420254091.7U CN201420254091U CN203856183U CN 203856183 U CN203856183 U CN 203856183U CN 201420254091 U CN201420254091 U CN 201420254091U CN 203856183 U CN203856183 U CN 203856183U
- Authority
- CN
- China
- Prior art keywords
- platform
- discharging platform
- skeleton
- node component
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model provides a fabricated overhanging type discharging platform. The fabricated overhanging type discharging platform comprises a platform framework, a control device and an alarm device; a first end of the platform framework is fixed onto a structural floor through more than two embedded anchor bars, a second end of the platform framework is in stay connection with an upper structural floor through steel wire ropes, guard rods are connected to the outer side of the platform framework which comprises more than two main beams and more than two secondary beams, more than two node parts are welded to the inner side of each main beam, and the main beams and the secondary beams are fixedly connected through the node parts; turn buckles capable of controlling tightening degree of the steel wire ropes are arranged on the steel wire ropes; a supporting plate is laid on the platform framework, and more than four pressure sensors are arranged between the platform framework and the supporting plate; the control device sends an alarm message to the alarm device to enable the alarm device to raise the alarm when pressure information of the pressure sensors exceeds a set threshold. According to the technical scheme, safety of the overhanging type discharging platform can be improved effectively.
Description
Technical field
The utility model belongs to building engineering field, relates in particular to a kind of assembled overhanging formula discharging platform.
Background technology
At present, building trade development is swift and violent, and building structure reaches its maturity, and highrise building, super highrise building are of common occurrence.
In building trade operating mechanism, already under ripe background, we are faced with the pressure that no small control construction cost drops into, and therefore, the turnover utilization rate that improves material, mould is the link that we must capture.Along with increasing of building, overhanging type discharging platform enters people's the visual field gradually.It is an entirety that traditional overhanging type discharging platform completes product, in dismounting, transport and turnover use, has many drawbacks.When damaging appears in wherein certain member of the overhanging type discharging platform of this integration, maintenance will be a no small workload.Once finish using, due to the cause that size has been shaped, it is deposited with transporting and has just become problem, while end, only has after being decomposed and transports etc. engineering, has so just wasted many labour costs and cost of materials.
And, traditional overhanging type discharging platform cannot calculate or measure the bearing capacity value that bear on its surface, conventionally only have by workman's experience and judge, neither one criterion can be real-time the actual bearer circumstances that monitors overhanging type discharging platform, can directly cause overhanging type discharging platform bulk deformation when overhanging type discharging platform carries when overweight, even can collapse, cause very large economic loss, meanwhile, also cannot ensure operating personnel's personal safety.
Utility model content
The utility model provides a kind of assembled overhanging formula discharging platform, for providing a kind of dismounting easy, and assembled overhanging formula discharging platform that can overweight automatic alarm, the safety that improves overhanging type discharging platform.
The utility model is achieved in that a kind of assembled overhanging formula discharging platform comprises: platform skeleton, control device and warning device;
Wherein, the first end of above-mentioned platform skeleton is fixed on structure floor by two above pre-buried dowels, the second end of above-mentioned platform skeleton adopts wire rope to be connected with superstructure floor drawknot, and the outside at above-mentioned platform skeleton is connected with guard rail, above-mentioned platform skeleton comprises more than two girder and more than two secondary beam, the inner side of above-mentioned girder is welded with more than two node component, and in above-mentioned node component, offer more than two the first hole body, corresponding above-mentioned first hole body in two ends of above-mentioned secondary beam offers respectively the second hole body, being arranged in above-mentioned the first hole body by bolt is fixedly connected with above-mentioned secondary beam with in above-mentioned the second hole body with above-mentioned node component, above-mentioned wire rope is provided with the flower basket bolt of controlling above-mentioned wire rope degree of tightening,
On above-mentioned platform skeleton, be equipped with gripper shoe, between above-mentioned platform skeleton and above-mentioned gripper shoe, more than four pressure sensor be set;
Above-mentioned control device is connected with above-mentioned warning device and above-mentioned more than four pressure sensor signal respectively, and above-mentioned control device, in the time that the pressure information that receives pressure sensor exceeds the threshold values of setting, sends warning message to above-mentioned warning device; Above-mentioned warning device gives the alarm receiving after above-mentioned warning message.
Therefore, in the utility model, on the one hand, by adopt the mode of node component assembly connection between girder and secondary beam, a kind of easy-to-mount assembled overhanging formula discharging platform is provided, dismounting is easy, can repeatedly recycle, spillage of material is low, greatly reduces its use cost; On the other hand, detect the weight of the goods in gripper shoe by pressure sensor, and by control device, the threshold values of the pressure signal detecting and setting is contrasted, in the time that threshold values exceeds setting value, control device control warning device gives the alarm, thereby has improved security performance when discharging platform uses.
Brief description of the drawings
The partial schematic diagram of the assembled overhanging formula discharging platform that Fig. 1 provides for the utility model;
The overall structure schematic diagram of the assembled overhanging formula discharging platform that Fig. 2 provides for the utility model;
The partial schematic diagram of platform skeleton in the assembled overhanging formula discharging platform that Fig. 3 provides for the utility model;
The structural representation of the assembled overhanging formula discharging platform middle girder that Fig. 4 provides for the utility model;
The structural representation of node component in the assembled overhanging formula discharging platform that Fig. 5 provides for the utility model;
The structural representation of secondary beam in the assembled overhanging formula discharging platform that Fig. 6 provides for the utility model.
The scheme of installation of node component in the assembled overhanging formula discharging platform that Fig. 7 provides for the utility model;
The connection diagram of primary-secondary beam in the assembled overhanging formula discharging platform that Fig. 8 provides for the utility model;
The schematic diagram of platform skeleton in the assembled overhanging formula discharging platform that Fig. 9 provides for the utility model;
The scheme of installation of guard rail in the assembled overhanging formula discharging platform that Figure 10 provides for the utility model;
Foot guard plate and hard protection scheme of installation in the assembled overhanging formula discharging platform that Figure 11 provides for the utility model.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and beneficial effect clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
Below in conjunction with the drawings and specific embodiments, the assembled overhanging formula discharging platform in the utility model is described further.
Please refer to the partial schematic diagram of the assembled overhanging formula discharging platform shown in Fig. 1, as seen from Figure 1, assembled overhanging formula discharging platform comprises platform skeleton 11, control device (not shown) and warning device, on platform skeleton 11, be equipped with gripper shoe 12, more than four pressure sensor 13 is set between platform skeleton 11 and gripper shoe 12;
Above-mentioned control device is connected with above-mentioned warning device and more than four pressure sensor 13 signals respectively, and above-mentioned control device, in the time that the pressure information that receives pressure sensor 13 exceeds the threshold values of setting, sends warning message to above-mentioned warning device; Above-mentioned warning device gives the alarm receiving after above-mentioned warning message.
Concrete, as shown in Figure 1, warning device is any in light alarming device 14 or audible alarm unit 15, or warning device comprises light alarming device 14 and audible alarm unit 15, the maximum of reminding the weight of the carrying of operator's assembled overhanging formula discharging platform to exceed whole assembled overhanging formula discharging platform by light and/or sound is born weight.
Please refer to the overall structure schematic diagram of the assembled overhanging formula discharging platform shown in Fig. 2, the first end 111 of platform skeleton 11 is fixed on structure floor 21 by two above pre-buried dowels 211, the second end 112 of platform skeleton 11 adopts wire rope 31 to be connected with superstructure floor 22 drawknots, concrete, weld respectively two diameter 16HPB300 reinforcing bar draw ring (not shown)s in the outside of the second end 112 of platform skeleton 11, reinforcing bar draw ring is fixedly connected with the first end of wire rope 31, the second end of wire rope 31 is fixedly connected with the reserved steel bar 221 on superstructure floor 22, the second end 112 of platform skeleton 11 is connected with superstructure floor 22 drawknots.Wire rope 31 is provided with the flower basket bolt 311 of controlling wire rope 31 degree of tightening;
As shown in Figure 2, be connected with guard rail 16 in the outside of platform skeleton 11, concrete, at more than two reinforcing bar of the outside of platform skeleton 11 welding, just the seamless steel pipe fixed cover of 48 millimeters of external diameters is located on the reinforcing bar in outside of platform skeleton 11 and is formed guard rail 16.
Please refer to the partial schematic diagram of the platform skeleton 11 shown in Fig. 3, as seen from Figure 3, platform skeleton 11 comprises more than two girder 111 and more than two secondary beam 112.The inner side of girder 111 is welded with two node component, and in above-mentioned node component, offer more than two the first hole body, corresponding above-mentioned first hole body in two ends of secondary beam 112 offers respectively the second hole body, is arranged in above-mentioned the first hole body with in above-mentioned the second hole body, secondary beam 112 is fixedly connected with above-mentioned node component by bolt.
Below in conjunction with Fig. 4-Fig. 9, the structure of platform skeleton 11 is described, the structural representation of girder 111 as shown in Figure 4, girder 111 adopts No. 16 i iron to make, non-corroding, bending and other defect; Optionally, weld respectively two diameter 16HPB300 reinforcing bar draw rings in girder 111 outsides, reinforcing bar draw ring is fixedly connected with the first end of wire rope 31, and the second end of wire rope 31 is fixedly connected with the reserved steel bar 221 on superstructure floor 22.The structural representation of node component 113 as shown in Figure 5, node component 113 adopts No. 16 i iron to make, on the web of node component 113, offer 2 the first hole bodies 171, one end of node component 113 is clipped frange plate and is formed one first connection web 161, as shown in Figure 7, the first connection web 161 adopts the bilateral weldering full weld of E43 welding rod in the inner side of girder 111.The structural representation of secondary beam 112 as shown in Figure 6, secondary beam 112 adopts No. 16 i iron to make, the two ends of secondary beam 112 are clipped respectively frange plate and are formed the second connection web 162, second connects corresponding the first hole body 171 on web 162 offers respectively 2 the second hole bodies 172, as shown in Figure 8, being arranged in the first hole body 171 by bolt 17 is fixedly connected with secondary beam 112 with the second hole body 172 is interior with node component 113, and then as shown in Figure 9, secondary beam 112 is installed on girder 111 by node component 113, forms platform skeleton 11.Optionally, bolt 17 installation directions are contrary.
As shown in figure 10, welded reinforcement on platform skeleton 11, the seamless steel pipe that fixed outer diameter is 48 millimeters.Set up guard rail 16 according to the requirement to steel pipe scaffold in scaffold specification.
As shown in figure 11, composite board 18 use iron wire colligations are formed to composite board hard protection on guard rail 16, and on platform skeleton 11, lay foot guard plate 19, foot guard plate 19 must be close to i iron, prevents object landing, and composite board hard protection must form enclosure space.
The utility model improves for traditional existing drawback of monolithic overhanging type discharging platform just, for construction operation personnel provide a kind of easy-to-mount prefabricated assembled overhanging type discharging platform, provide a kind of and be convenient to transport, have enough to meet the need, be convenient to the discharging instrument of maintenance, to reach cost-saving object.
Therefore, in the utility model, on the one hand, by adopt the mode of node component assembly connection between girder and secondary beam, a kind of easy-to-mount assembled overhanging formula discharging platform is provided, dismounting is easy, can repeatedly recycle, spillage of material is low, greatly reduces its use cost; On the other hand, detect the weight of the goods in gripper shoe by pressure sensor, and by control device, the threshold values of the pressure signal detecting and setting is contrasted, in the time that threshold values exceeds setting value, control device control warning device gives the alarm, thereby has improved security performance when discharging platform uses.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all any amendments of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (7)
1. an assembled overhanging formula discharging platform, is characterized in that, comprising: platform skeleton, control device and warning device;
Wherein, the first end of described platform skeleton is fixed on structure floor by two above pre-buried dowels, the second end of described platform skeleton adopts wire rope to be connected with superstructure floor drawknot, and the outside at described platform skeleton is connected with guard rail, described platform skeleton comprises more than two girder and more than two secondary beam, the inner side of described girder is welded with more than two node component, and in described node component, offer more than two the first hole body, corresponding described first hole body in two ends of described secondary beam offers respectively the second hole body, being arranged in described the first hole body by bolt is fixedly connected with described secondary beam with in described the second hole body with described node component, described wire rope is provided with the flower basket bolt of controlling described wire rope degree of tightening,
On described platform skeleton, be equipped with gripper shoe, between described platform skeleton and described gripper shoe, more than four pressure sensor be set;
Described control device is connected with described warning device and described more than four pressure sensor signal respectively, and described control device, in the time that the pressure information that receives pressure sensor exceeds the threshold values of setting, sends warning message to described warning device; Described warning device gives the alarm receiving after described warning message.
2. assembled overhanging formula discharging platform according to claim 1, it is characterized in that: described girder adopts No. 16 i iron to make, be welded with respectively two diameter 16HPB300 reinforcing bar draw rings in described girder outside, described reinforcing bar draw ring is fixedly connected with the first end of described wire rope, and the second end of described wire rope is fixedly connected with the reserved steel bar on superstructure floor.
3. assembled overhanging formula discharging platform according to claim 2, it is characterized in that: described node component adopts No. 16 i iron to make, one end of described node component is clipped frange plate and is formed one first connection web, described first connects web adopts the bilateral weldering full weld of E43 welding rod in described girder inner side, offers 2 described the first hole bodies on the web of described node component.
4. assembled overhanging formula discharging platform according to claim 3, it is characterized in that: described secondary beam adopts No. 16 i iron to make, the two ends of described secondary beam are clipped respectively frange plate and are formed the second connection web, on described the second connection web, offer respectively 2 described the second hole bodies.
5. assembled overhanging formula discharging platform according to claim 4, is characterized in that: described bolt installation direction is contrary.
6. assembled overhanging formula discharging platform according to claim 1, it is characterized in that: at more than two reinforcing bar of the outside of described platform skeleton welding, the seamless steel pipe fixed cover of 48 millimeters of external diameters is located at and on described reinforcing bar, is formed described guard rail, and on described guard rail with iron wire colligation composite board hard protection.
7. assembled overhanging formula discharging platform according to claim 1, is characterized in that:
On described platform skeleton, be equipped with foot guard plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420254091.7U CN203856183U (en) | 2014-05-16 | 2014-05-16 | Fabricated overhanging type discharging platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420254091.7U CN203856183U (en) | 2014-05-16 | 2014-05-16 | Fabricated overhanging type discharging platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203856183U true CN203856183U (en) | 2014-10-01 |
Family
ID=51606045
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420254091.7U Expired - Fee Related CN203856183U (en) | 2014-05-16 | 2014-05-16 | Fabricated overhanging type discharging platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203856183U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389419A (en) * | 2014-11-18 | 2015-03-04 | 杭州江润科技有限公司 | Cantilevered formwork platform installation structure and construction method |
CN107165427A (en) * | 2017-06-28 | 2017-09-15 | 中国冶集团有限公司 | A kind of intelligent overhanging unloading platform |
CN112049396A (en) * | 2020-07-25 | 2020-12-08 | 中建二局第一建筑工程有限公司 | Pull-up type overhanging outer frame of turn buckle pull rod |
-
2014
- 2014-05-16 CN CN201420254091.7U patent/CN203856183U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389419A (en) * | 2014-11-18 | 2015-03-04 | 杭州江润科技有限公司 | Cantilevered formwork platform installation structure and construction method |
CN107165427A (en) * | 2017-06-28 | 2017-09-15 | 中国冶集团有限公司 | A kind of intelligent overhanging unloading platform |
CN112049396A (en) * | 2020-07-25 | 2020-12-08 | 中建二局第一建筑工程有限公司 | Pull-up type overhanging outer frame of turn buckle pull rod |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203856183U (en) | Fabricated overhanging type discharging platform | |
US20180187407A1 (en) | Prefabricated reinforced concrete-filled steel pipe sleeve joint | |
CN103628680A (en) | Construction method for large-area steel structure hanging layer | |
CN104088467A (en) | High-altitude construction deformation monitoring method of large-cantilever steel truss structure | |
CN205012629U (en) | Assembled modularization platform of unloading of encorbelmenting | |
CN104100090A (en) | High-altitude comprehensive construction method of big-cantilever steel truss structure | |
CN207268073U (en) | Novel flexible formwork bearing frame | |
CN203961238U (en) | Bolt anchor slab adjustable tool formula builder's jack | |
CN203947756U (en) | Exterior wall protective frame | |
CN203499258U (en) | Prefabricated overhanging type discharging platform | |
CN205348724U (en) | Detachable wire rope rings anchor structure of external scaffolding of encorbelmenting | |
CN201786004U (en) | Dismountable and assemble type overhanging unloading platform | |
CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
CN104278628A (en) | Light hanging basket applicable to bridge detection and maintenance operations | |
CN203924047U (en) | Antidetonation rural area sectionalized house foundation pile | |
CN204326498U (en) | Screw outrigger oblique pull wire rope fixing device | |
CN204401454U (en) | A kind of light hanging basket being applicable to bridge machinery and maintenance activity | |
CN107227964A (en) | It is a kind of to be effective against mine pressure and the drive device of CONTROL OF STRATA MOVEMENT | |
CN208965414U (en) | Pier stud stock casting platform | |
CN207551767U (en) | By the use of precast main beam as the bridge construction hanging device of primary structure member | |
CN208844411U (en) | A kind of steel reinforced concrete compound web plate structure of box beam beam-ends | |
CN218815305U (en) | A platform of unloading of encorbelmenting for building engineering | |
CN202788877U (en) | Horizontal-vertical loading tunnel combined type full space supporting and propping frame | |
CN206220547U (en) | A kind of operating platform for steel structure column installation | |
CN206385750U (en) | A kind of mixed structure precast stair |
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: 20141001 Termination date: 20150516 |
|
EXPY | Termination of patent right or utility model |