CN201908429U - Assembly integral building overhanging discharging platform - Google Patents
Assembly integral building overhanging discharging platform Download PDFInfo
- Publication number
- CN201908429U CN201908429U CN2011200276564U CN201120027656U CN201908429U CN 201908429 U CN201908429 U CN 201908429U CN 2011200276564 U CN2011200276564 U CN 2011200276564U CN 201120027656 U CN201120027656 U CN 201120027656U CN 201908429 U CN201908429 U CN 201908429U
- Authority
- CN
- China
- Prior art keywords
- secondary beam
- beams
- discharging platform
- girder
- fastener
- 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 - Lifetime
Links
Images
Abstract
The utility model relates to an assembly integral building overhanging discharging platform, which comprises two main beams and a plurality of secondary beams, wherein the main beams and the secondary beams are directly vertically connected, the main beams are made of channel steel, and the secondary beams are produced by steel pipes; secondary beam holes in corresponding positions are arranged on the two main beams, two ends of each secondary beam penetrate the secondary beam holes on the main beams, and one part of each end of each secondary beam is exposed; fasteners are mounted at the parts on the two sides of the secondary beam holes on the secondary beams for fixing the main beams with the secondary beams; and the end parts of the secondary beams are fixedly connected with the lower ends of vertical rods of a guardrail through the fasteners. The main beams and the secondary beams of the assembly integral building overhanging discharging platform are assembled and connected through the fasteners, thereby being easy to detach and mount and being conductive to transferring; compared with the original welding type structure, the building speed and the dismantling speed are fast, and the cost is low.
Description
Technical field
The utility model relates to building operations material transferring equipment technical field, particularly relates to a kind of assembled integral and builds the discharging platform of encorbelmenting.
Background technology
All kinds of discharging platforms are in the construction site extensive use, are the eminence construction operation condition of providing convenience.The mode of setting up of existing discharging platform has following several mode: 1. the discharging platform of setting up by steel pipe scaffold, and discharging platform underframe, guardrail form by the steel pipe clamping, and wherein mode is not suitable for high-building construction; 2. be welded into the platform underframe by shaped steel, back welded steel pipe on underframe, guardrail is that steel pipe is made, and fixes by reinforcing bar at last, uses four road wire rope inclined-pulling unloadings, the underframe construction back transportation of shaped steel welding is inconvenient.
The utility model content
The purpose of this utility model is in order to address the above problem, to provide a kind of assembled integral to build the discharging platform of encorbelmenting.
The technical solution of the utility model is: a kind of assembled integral is built the discharging platform of encorbelmenting, and contains two girders and several secondary beams, and girder directly vertically is connected with secondary beam, and described girder is a channel-section steel, and secondary beam is a steel pipe; Described two girders are provided with the secondary beam hole of position correspondence, and the secondary beam hole on the girder is passed at the two ends of described secondary beam, and expose a part of termination; The position that is positioned at these both sides, secondary beam hole on the described secondary beam is equipped with fastener, and girder and secondary beam are fixed; Fixedly connected with the vertical rod lower end of guardrail by fastener in the end of described secondary beam.
Be provided with between described two girders and the approximately parallel channel-section steel reinforcement of girder, also be provided with several secondary beam holes on this reinforcement, described several secondary beams also pass the secondary beam hole on this reinforcement, on the secondary beam of the both sides in this secondary beam hole fastener are installed also, and reinforcement and secondary beam are fixed.
At least be connected with steel cable on described two girders.
Described guardrail contains by fastener and is connected to each other together vertical rod and cross bar, and applies the safety net on guardrail.
The beneficial effects of the utility model
This assembled integral building is encorbelmented and connect by the fastener set load between the girder of discharging platform and the secondary beam, and is easy to removal and installation, equally also is beneficial to transhipment, compares with original welded structure, and it is built and dismounting speed is fast, cost is low.
Description of drawings
Fig. 1 builds the discharging platform master TV structure schematic diagram of encorbelmenting for this assembled integral;
Fig. 2 builds the discharging platform plan structure schematic diagram of encorbelmenting for this assembled integral;
Fig. 3 builds the discharging platform user mode schematic diagram of encorbelmenting for this assembled integral.
The specific embodiment
Referring to Fig. 1-Fig. 3,1. girders among the figure, 2. secondary beam, 3. reinforcement, 4. fastener, 5. vertical rod, 6. cross bar, 7. safety net, 8. wire rope, 9. embedded bar, 10. floor plates, the 11. pre-buried suspension ring of guardrail of guardrail.
Embodiment: referring to Fig. 1-Fig. 3, a kind of assembled integral is built the discharging platform of encorbelmenting among the figure, contains two girders and several secondary beams, and girder directly vertically is connected with secondary beam, and described girder is a channel-section steel, and secondary beam is a steel pipe; Described two girders are provided with the secondary beam hole of position correspondence, and the secondary beam hole on the girder is passed at the two ends of described secondary beam, and expose a part of termination; The position that is positioned at these both sides, secondary beam hole on the described secondary beam is equipped with fastener, and girder and secondary beam are fixed; Fixedly connected with the vertical rod lower end of guardrail by fastener in the end of described secondary beam.
Be provided with between described two girders and the approximately parallel channel-section steel reinforcement of girder, also be provided with several secondary beam holes on this reinforcement, described several secondary beams also pass the secondary beam hole on this reinforcement, on the secondary beam of the both sides in this secondary beam hole fastener are installed also, and reinforcement and secondary beam are fixed.
At least be connected with steel cable on described two girders.
Described guardrail contains by fastener and is connected to each other together vertical rod and cross bar, and applies the safety net on guardrail.
Claims (4)
1. an assembled integral is built the discharging platform of encorbelmenting, and contains two girders and several secondary beams, and girder directly vertically is connected with secondary beam, and it is characterized in that: described girder is a channel-section steel, and secondary beam is a steel pipe; Described two girders are provided with the secondary beam hole of position correspondence, and the secondary beam hole on the girder is passed at the two ends of described secondary beam, and expose a part of termination; The position that is positioned at these both sides, secondary beam hole on the described secondary beam is equipped with fastener, and girder and secondary beam are fixed; Fixedly connected with the vertical rod lower end of guardrail by fastener in the end of described secondary beam.
2. assembled integral according to claim 1 is built the discharging platform of encorbelmenting, it is characterized in that: be provided with between described two girders and the approximately parallel channel-section steel reinforcement of girder, also be provided with several secondary beam holes on this reinforcement, described several secondary beams also pass the secondary beam hole on this reinforcement, on the secondary beam of the both sides in this secondary beam hole, fastener is installed also, reinforcement and secondary beam are fixed.
3. assembled integral according to claim 1 is built the discharging platform of encorbelmenting, and it is characterized in that: be connected with steel cable at least on described two girders.
4. the assembled integral according to claim 1 building discharging platform of encorbelmenting is characterized in that: described guardrail contains by fastener and is connected to each other together vertical rod and cross bar, and applies the safety net on guardrail.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200276564U CN201908429U (en) | 2011-01-27 | 2011-01-27 | Assembly integral building overhanging discharging platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011200276564U CN201908429U (en) | 2011-01-27 | 2011-01-27 | Assembly integral building overhanging discharging platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201908429U true CN201908429U (en) | 2011-07-27 |
Family
ID=44300632
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011200276564U Expired - Lifetime CN201908429U (en) | 2011-01-27 | 2011-01-27 | Assembly integral building overhanging discharging platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201908429U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102359262A (en) * | 2011-08-11 | 2012-02-22 | 中国建筑股份有限公司 | Rope net scaffold |
CN103216095A (en) * | 2013-05-15 | 2013-07-24 | 南通海洲建设集团有限公司 | Safety device for building overhanging discharging platform |
CN110397155A (en) * | 2016-10-20 | 2019-11-01 | 徐州乐泰机电科技有限公司 | A kind of green balcony for multi-storey building |
CN110644611A (en) * | 2016-10-20 | 2020-01-03 | 徐州乐泰机电科技有限公司 | Can dismantle green balcony |
-
2011
- 2011-01-27 CN CN2011200276564U patent/CN201908429U/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102359262A (en) * | 2011-08-11 | 2012-02-22 | 中国建筑股份有限公司 | Rope net scaffold |
CN103216095A (en) * | 2013-05-15 | 2013-07-24 | 南通海洲建设集团有限公司 | Safety device for building overhanging discharging platform |
CN110397155A (en) * | 2016-10-20 | 2019-11-01 | 徐州乐泰机电科技有限公司 | A kind of green balcony for multi-storey building |
CN110644611A (en) * | 2016-10-20 | 2020-01-03 | 徐州乐泰机电科技有限公司 | Can dismantle green balcony |
CN110397155B (en) * | 2016-10-20 | 2020-12-18 | 安徽嘉禾植保科技有限公司 | Green balcony for multi-storey house |
CN110644611B (en) * | 2016-10-20 | 2021-06-25 | 徐州乐泰机电科技有限公司 | Can dismantle green balcony |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202706503U (en) | Electric lifting discharging platform for main building construction | |
CN205012629U (en) | Assembled modularization platform of unloading of encorbelmenting | |
CN201908429U (en) | Assembly integral building overhanging discharging platform | |
CN102252911B (en) | Loading device for high formwork support system full-scale test | |
CN202227701U (en) | Spliced type horizontal channel device | |
CN203947421U (en) | Compound beam cable stayed bridge direction across bridge prestress application device | |
CN203199913U (en) | Assembling and disassembling type hoisting truss | |
CN102251666B (en) | Overhanging type discharging platform | |
CN202944998U (en) | Attached installation and maintenance platform of calibrated tower crane | |
CN204212065U (en) | Bridge crossing anticollision barrier punching block erection equipment | |
CN201511439U (en) | System for integrally binding and hoisting box girder steel reinforcement framework | |
CN203022328U (en) | Climbing operation platform | |
CN203373666U (en) | Bracket pull-counter loading prepressing device | |
CN103046743A (en) | High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method | |
CN102913007B (en) | Steel reinforcement processing shed and construction method therefor | |
CN203113868U (en) | Gantry tower for construction cableway | |
CN203361596U (en) | Auxiliary support of integrated lifting operation platform | |
CN209941512U (en) | Supporting shear part for lower cross beam of inclined tower of cable-stayed bridge | |
CN202705932U (en) | T-beam reinforced hanger frame structure | |
CN206205768U (en) | Combined type hangs cat ladder | |
CN219411454U (en) | Reinforced truss building carrier plate reinforced structure that encorbelments | |
CN103452109A (en) | Steel stranded wire anchor gear installing device for foundation pit supporting inner supporting system | |
CN203452071U (en) | Steel strand anchorage mounting device and anchorage seat thereof | |
CN203808486U (en) | Steel pipe scaffold follow-up platform | |
CN203452073U (en) | Steel strand anchorage mounting device of foundation pit supporting inner support system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20110727 |