CN206034875U - Supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device - Google Patents
Supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device Download PDFInfo
- Publication number
- CN206034875U CN206034875U CN201620634521.7U CN201620634521U CN206034875U CN 206034875 U CN206034875 U CN 206034875U CN 201620634521 U CN201620634521 U CN 201620634521U CN 206034875 U CN206034875 U CN 206034875U
- Authority
- CN
- China
- Prior art keywords
- suspension bracket
- section steel
- tower crane
- channel
- gallows
- 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
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- Jib Cranes (AREA)
Abstract
The utility model relates to a supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device, include gallows, gallows built -in fitting and set up the guardrail bar that prevents on the gallows, the tripod structure that the gallows welded for the channel -section steel, gallows lin qiang side and gallows built -in fitting are passed through the otic placode and are connected and fix otic placode and gallows built -in fitting welded fastening. The supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device application of optimization that is under construction, the problem of non -operation face when having solved the installation of instrument roof beam well, installation procedure is simple for this device, the workman's operation of being convenient for.
Description
Technical field
The utility model belongs to CONSTRUCTION OPERATIONS device field, and in particular to a kind of auxiliary installs boom-type tower crane instrument
Beam nacelle device.
Background technology
With developing rapidly for city size, the skyscraper for representing characteristic of city is rised sheer from level ground such as spring bamboo, it is large-scale from
Lift-type movable arm tower crane has more and more closely been contacted with Chinese city landmark building together, the type selecting of swing arm tower crane,
Arrangement, planning of climbing, support be Super High project construction core, rational tower crane type selecting, arrangement engineering can be made to exist
Under relatively low cost, effectively raising Steel Structure Installation efficiency, the planning of correct tower crane climbing, support ensure that engineering is being applied
During work, civil engineering realizes efficient cooperation, so as to the construction period for reaching owner becomes most important, tower crane working with steel construction
Tool beam installs the important step for also becoming tower crane climbing.As core wall structure construction is leading in existing tower crane instrument beam installation
Housing floor slab construction, causes tower crane instrument beam to affect efficiency of construction without operating platform when installing.
Utility model content
The utility model provides a kind of auxiliary and installs boom-type tower crane instrument beam nacelle device, solves tower crane instrument beam peace
Problem without operating surface during dress.
The utility model is adopted the following technical scheme that：
A kind of auxiliary installs boom-type tower crane instrument beam nacelle device, hangs including suspension bracket, suspension bracket built-in fitting and being arranged on
Guard rail on frame, the tripod structure that the suspension bracket is welded into for channel-section steel, suspension bracket Lin Qiang sides pass through ear with suspension bracket built-in fitting
Plate is connected, and otic placode is welded and fixed with suspension bracket built-in fitting.
The guard rail is steel-pipe welding into frame structure, and base of frame is equipped with steel springboard, forms operating surface.
The suspension bracket at least includes horizontal channel-section steel, a vertical channel-section steel and is arranged on horizontal channel-section steel, vertical channel-section steel
Between a diagonal brace.
The otic placode is welded into hollow for channel-section steel.
The vertical channel-section steel Lin Qiang sides two ends arrange hook, and hook is fixedly connected with otic placode.
Face.
Face the skirting board that is welded on the inside of the guard rail lower end section of avris.
Brace is provided with the framework that the guard rail is formed, it is ensured that the stability of railing.
Beneficial effect：Auxiliary installs the application of boom-type tower crane instrument beam nacelle device construction technology, solves well
Problem without operating surface when instrument beam is installed, this device installation procedure are simple, are easy to operative.
Description of the drawings
Structural representations of the Fig. 1 for the present embodiment.
In figure, suspension bracket -1, suspension bracket built-in fitting -2, guard rail -3, otic placode -4, hook -5, steel springboard -6, front rail -
7th, safety net -8, skirting board -9, brace -10.
Specific embodiment
A kind of auxiliary installs boom-type tower crane instrument beam nacelle device, including using horizontal channel-section steel and being arranged on level
Suspension bracket 1, suspension bracket built-in fitting 2 and the guard rail being arranged on suspension bracket that diagonal brace between channel-section steel, vertical channel-section steel is welded
3, using steel-pipe welding into frame structure, the vertical channel-section steel of suspension bracket 1 faces metope two ends and is respectively welded two hooks 5 guard rail 3
Tangle with otic placode 4, the otic placode 4 is welded and fixed with suspension bracket built-in fitting 2, the otic placode 4 of the present embodiment is welded into a mouthful word using channel-section steel
Type and suspension bracket built-in fitting 2 carry out full weld, and the hook 5 on suspension bracket must be firmly linked with otic placode 5, and arrange latch (non-table in figure
Illustrate), prevent suspension bracket from coming off.
Steel springboard 6 is equipped with the framework that guard rail is formed, and forms operating surface.Connect two with fastener on guard rail
The horizontal insertion bar in road, while in operating surface width to twice front rail 7 is arranged, it is vertical with guard rail framework with right-angle coupler
Bar connects.
The present embodiment faces, and hanging basket framework faces avris lower end section
Inner side is welded skirting board 9, is provided with brace 10, it is ensured that the stability of railing in the framework that guard rail is formed, during construction, workman
Entered by hole under high building Core Walls Structure coupling beam, if floor face facilitates workman to enter operating platform away from the too high cat ladder of should setting up of operating surface
Construction, cat ladder can be set up using steel pipe.
It is due to the leading housing floor slab construction of core wall structure construction, without operating platform when causing tower crane instrument beam to be installed, auxiliary
The application for installing boom-type tower crane instrument beam nacelle device construction technology is helped, is solved when instrument beam is installed very well without operating surface
Problem, this device installation procedure are simple, are easy to operative.
Claims (4)
1. a kind of auxiliary installs boom-type tower crane instrument beam nacelle device, including suspension bracket, suspension bracket built-in fitting and is arranged on suspension bracket
On guard rail, the suspension bracket at least includes horizontal channel-section steel, a vertical channel-section steel and is arranged on horizontal channel-section steel, vertically
A diagonal brace between channel-section steel, the guard rail are steel-pipe welding into frame structure, and base of frame is equipped with steel springboard, are formed
Operating surface, the tripod structure that the suspension bracket is welded into for channel-section steel, it is characterised in that suspension bracket Lin Qiang sides are passed through with suspension bracket built-in fitting
Otic placode is connected, and otic placode is welded and fixed with suspension bracket built-in fitting, and the vertical channel-section steel Lin Qiang sides two ends arrange hook, hook and ear
Plate is fixedly connected, and the otic placode is welded into hollow for channel-section steel.
2. nacelle device according to claim 1, it is characterised in that face
The whole network.
3. nacelle device according to claim 2, it is characterised in that face and be welded on the inside of the guard rail lower end section of avris
Skirting board.
4. nacelle device according to claim 3, it is characterised in that be provided with the framework that the guard rail is formed tiltedly
Bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634521.7U CN206034875U (en) | 2016-06-23 | 2016-06-23 | Supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634521.7U CN206034875U (en) | 2016-06-23 | 2016-06-23 | Supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034875U true CN206034875U (en) | 2017-03-22 |
Family
ID=58312926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620634521.7U Expired - Fee Related CN206034875U (en) | 2016-06-23 | 2016-06-23 | Supplementary installation swing arm formula tower crane instrument roof beam hanging flower basket device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034875U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457932A (en) * | 2018-02-10 | 2019-03-12 | 彭绍华 | Safe and convenient lifting scaffold device |
| CN110359692A (en) * | 2019-06-24 | 2019-10-22 | 中国五冶集团有限公司 | A kind of rod-pulling type scaffolding structure |
| CN114436179A (en) * | 2022-01-23 | 2022-05-06 | 中铁隧道局集团有限公司 | Special type limb operation platform vehicle with mechanical self-locking function and use method |
-
2016
- 2016-06-23 CN CN201620634521.7U patent/CN206034875U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457932A (en) * | 2018-02-10 | 2019-03-12 | 彭绍华 | Safe and convenient lifting scaffold device |
| CN110359692A (en) * | 2019-06-24 | 2019-10-22 | 中国五冶集团有限公司 | A kind of rod-pulling type scaffolding structure |
| CN114436179A (en) * | 2022-01-23 | 2022-05-06 | 中铁隧道局集团有限公司 | Special type limb operation platform vehicle with mechanical self-locking function and use method |
| CN114436179B (en) * | 2022-01-23 | 2023-12-08 | 中铁隧道局集团有限公司 | Special edge operation platform car with mechanical self-locking function and use 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 Termination date: 20170623 |