CN219605468U - Concrete tower section of thick bamboo protection network platform structure - Google Patents
Concrete tower section of thick bamboo protection network platform structure Download PDFInfo
- Publication number
- CN219605468U CN219605468U CN202320167813.4U CN202320167813U CN219605468U CN 219605468 U CN219605468 U CN 219605468U CN 202320167813 U CN202320167813 U CN 202320167813U CN 219605468 U CN219605468 U CN 219605468U
- Authority
- CN
- China
- Prior art keywords
- net
- wire rope
- protection network
- steel wire
- concrete tower
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a concrete tower protective net platform structure, which comprises a protective net support, a protective net frame, a main steel wire rope, a steel wire rope net and an embossing net; the protection net support is provided with a plurality of main steel wire ropes which are mutually crossed, the steel wire rope nets are arranged in the protection net frame, the embossing net is paved above the steel wire rope nets and is tightly bound and fixed with the steel wire rope nets through iron wires; compared with the traditional steel platform, the steel wire rope net and the embossed net are simpler to manufacture, the steel wire rope net and the embossed net are lower in cost, and compared with the traditional rigid steel platform, the steel wire rope net and the embossed net are flexible correspondingly to impact, so that impact damage can be reduced.
Description
Technical Field
The utility model relates to the technical field of wind turbine generator tower barrel platforms, in particular to a concrete tower barrel protective net platform structure.
Background
The clearance from the foundation platform to the top of the mixing tower project is more than 80m, and a protection platform is required to be arranged above the foundation platform by about 5m in order to prevent falling objects such as concrete blocks, caking agents, small parts and the like from damaging and injuring personnel and equipment on the foundation platform. However, the prior tower adopts steel platforms, which mainly plays a role in anti-collision, but the diameter of the bottom of the mixing tower is larger and generally exceeds 8m, so that the weight of the protection steel platform is heavier and the cost is high.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and provides a concrete tower protecting net platform structure.
In order to achieve the above purpose, the technical scheme provided by the utility model is as follows: a concrete tower protective net platform structure comprises a protective net support, a protective net frame, a main steel wire rope, a steel wire rope net and an embossed net; the protection network support has a plurality of ring to install in the inner wall of concrete tower section of thick bamboo to be located same horizontal plane department, the protection network frame is fixed in the concrete tower section of thick bamboo through protection network support and U type bolt, the tensioning has a plurality of main wire ropes that cross each other in the protection network frame, the wire rope net is installed in the protection network frame, the embossing net is laid in the top of wire rope net, and is tied up fixedly through iron wire and wire rope net.
Further, the protective net support comprises a first angle steel and a second angle steel; the first angle steel is arranged at the inner wall of the concrete tower through bolts, one end of the first angle steel is connected with one end of the second angle steel, and the other end of the second angle steel extends to the center of the concrete tower and is provided with U-shaped bolts for locking the protective net frame.
Further, the protective net frame is a steel structure frame.
Compared with the prior art, the utility model has the following advantages and beneficial effects:
compared with the traditional steel platform, the steel wire rope net and the embossed net are simpler to manufacture, the steel wire rope net and the embossed net are lower in cost, and compared with the traditional rigid steel platform, the steel wire rope net and the embossed net are flexible correspondingly to impact, so that impact damage can be reduced.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic view of the mounting structure of the present utility model.
Fig. 3 is a schematic view of an installation structure of the protection net frame.
FIG. 4 is a schematic view of a structure of a protection net support.
Detailed Description
The utility model will be further illustrated with reference to specific examples.
Referring to fig. 1 to 4, the concrete tower protective net platform structure provided by the embodiment comprises a protective net support 1, a protective net frame 2, a main steel wire rope 3, a steel wire rope net 4 and an embossing net 5;
it should be noted that, to avoid obscuring the installation structure of the wire mesh 4, the embossing mesh 5 shows only a partial structure; the protection network support 1 is provided with a plurality of annular installation in the inner wall of the concrete tower barrel and is positioned at the same horizontal plane, the protection network frame 2 is a steel structure frame, the protection network frame 2 is fixed in the concrete tower barrel through the protection network support 1 and the U-shaped bolts 103, a plurality of main steel wire ropes 3 which are mutually intersected are tensioned in the protection network frame 2, the steel wire rope nets 4 are installed in the protection network frame 2, and the embossing net 5 is paved above the steel wire rope nets 4 and is tightly bound and fixed with the steel wire rope nets 4 through iron wires.
Wherein the protective net support 1 comprises a first angle steel 101 and a second angle steel 102; the first angle steel 101 is installed at the inner wall of the concrete tower through a bolt, one end of the first angle steel 101 is connected with one end of the second angle steel 102, and the other end of the second angle steel 102 extends to the center of the concrete tower and is provided with a U-shaped bolt 103 used for locking the protective screen frame 2.
The mounting steps of the concrete tower protection network platform structure provided by the embodiment are as follows:
1) Splicing a protective net frame through a plurality of steel pipes on a construction site, and oppositely pulling three main steel wire ropes on the protective net frame;
2) Spreading a steel wire rope net on the protective net frame, winding, tightening and fixing by using a steel wire rope, spreading an embossing net on the steel wire rope net, and binding and fixing by using an iron wire;
3) Installing a plurality of protective net supports on the concrete tower barrel ring section;
4) And integrally hoisting the protective net to the protective net support of the concrete pipe section, and locking and fixing the protective net with U-shaped bolts.
The above embodiments are only preferred embodiments of the present utility model, and are not intended to limit the scope of the present utility model, so variations in shape and principles of the present utility model should be covered.
Claims (3)
1. A concrete tower section of thick bamboo protection network platform structure, its characterized in that: comprises a protective net support, a protective net frame, a main steel wire rope, a steel wire rope net and an embossing net; the protection network support has a plurality of ring to install in the inner wall of concrete tower section of thick bamboo to be located same horizontal plane department, the protection network frame is fixed in the concrete tower section of thick bamboo through protection network support and U type bolt, the tensioning has a plurality of main wire ropes that cross each other in the protection network frame, the wire rope net is installed in the protection network frame, the embossing net is laid in the top of wire rope net, and is tied up fixedly through iron wire and wire rope net.
2. The concrete tower protection network platform structure according to claim 1, wherein: the protective net support comprises a first angle steel and a second angle steel; the first angle steel is arranged at the inner wall of the concrete tower through bolts, one end of the first angle steel is connected with one end of the second angle steel, and the other end of the second angle steel extends to the center of the concrete tower and is provided with U-shaped bolts for locking the protective net frame.
3. The concrete tower protection network platform structure according to claim 1, wherein: the protective net frame is a steel structure frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320167813.4U CN219605468U (en) | 2023-02-06 | 2023-02-06 | Concrete tower section of thick bamboo protection network platform structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320167813.4U CN219605468U (en) | 2023-02-06 | 2023-02-06 | Concrete tower section of thick bamboo protection network platform structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219605468U true CN219605468U (en) | 2023-08-29 |
Family
ID=87749069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320167813.4U Active CN219605468U (en) | 2023-02-06 | 2023-02-06 | Concrete tower section of thick bamboo protection network platform structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219605468U (en) |
-
2023
- 2023-02-06 CN CN202320167813.4U patent/CN219605468U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102734074A (en) | Offshore wind turbine comprising a support system for interchangeable containers, said support system being combined with a wave run-up deflector | |
| CN103993735A (en) | Support system of roof inclined beam and slab cantilever structure and construction method of support system | |
| JP2006230443A (en) | Method for attaching protective net to steel tower | |
| CN219605468U (en) | Concrete tower section of thick bamboo protection network platform structure | |
| CN202785351U (en) | Tower cranes attached operating platform | |
| CN212052333U (en) | Suspension bridge catwalk surface course installing the system | |
| CN112041522A (en) | Movable module for hoisting telescopic high tower and method for hoisting telescopic high tower | |
| RU111566U1 (en) | FAST SUPPORT FOR TWO-CHAIN ELECTRIC TRANSMISSION LINES | |
| CN216587967U (en) | Box type counterweight type foundation fast-assembling base station communication rod | |
| CN210712913U (en) | Pulley inhaul cable device for fixing inclined roof concrete foundation | |
| CN107217912B (en) | A kind of superelevation physical isolation construction method for neighbouring high-speed rail Business Line construction | |
| CN212151399U (en) | Tower machine attaches wall pole mounting platform | |
| CN211200399U (en) | Anti-falling structure of steel support and steel purlin | |
| CN211815605U (en) | Construction device for pile column type pier tie beam and capping beam | |
| CN210628940U (en) | Jacking type full-protection crossing frame | |
| CN213059957U (en) | Hoisting equipment suitable for installing large-span high-altitude steel structure | |
| CN112942777A (en) | Ultrahigh-layer periphery protection cyclic telescopic detachable cantilever structure and mounting method | |
| EP3586001B1 (en) | Parking assembly | |
| JP2008050838A (en) | Method of fitting scattering prevention net for steel tower | |
| CN201980890U (en) | Herringbone hoisting mast for hoisting under special situation of high altitude | |
| CN216007026U (en) | Subassembly is consolidated to fan | |
| CN206110693U (en) | Protection device for prevent that factory building concrete block from falling | |
| CN216196481U (en) | Temporary fixation draws bearing structure to one side | |
| CN110566028A (en) | novel wireless 40-meter single-pipe tower | |
| RU2622975C1 (en) | Method of installing a container power plant with relevant equipment in the field of its use and devices for realisation of the method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |