CN205153507U - Silo lateral wall high altitude vestibule erection device - Google Patents
Silo lateral wall high altitude vestibule erection device Download PDFInfo
- Publication number
- CN205153507U CN205153507U CN201520836817.2U CN201520836817U CN205153507U CN 205153507 U CN205153507 U CN 205153507U CN 201520836817 U CN201520836817 U CN 201520836817U CN 205153507 U CN205153507 U CN 205153507U
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- China
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- steel slab
- lateral wall
- embedded steel
- silo
- tripod
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Abstract
The utility model discloses a silo lateral wall high altitude vestibule erection device has solved the problem of encorbelmenting corridor construction period length, have high input in current steel construction high altitude. Include last pre -buried steel sheet (3) under and between pre -buried steel sheet (11) the welding have first the tripod of encorbelmenting (4), first basket carried on the back (5) articulate on first the tripod of encorbelmenting (4) through first basket carried on the back couple (6), it shifts basket carried on the back lifting rope (7) to be provided with at the silo top, pre -buried steel sheet under pre -buried steel sheet and another be provided with another respectively on silo lateral wall (1) on first basket carried on the back (5) right side on, at another shang pre -buried steel sheet and another down between the pre -buried steel sheet welding second encorbelment tripod (8), second basket carried on the back (9) articulate on tripod (8) are encorbelmented to the second through second basket carried on the back couple (10). The utility model provides high work efficiency, the construction cycle is reduced has guaranteed the project progress.
Description
Technical field
The utility model relates to a kind of high-altitude vestibule and sets up device, and device set up by the vestibule of encorbelmenting of the high-altitude steel structure particularly on a kind of silo lateral wall.
Background technology
Along with development and the constantly progress of society, the particularly appearance of industrial construction and various functional architecture tubular construction, high-altitude vestibule and platform have become the platform that must establish.Because high-altitude overhanging vestibule is generally attached on the lateral surface of special-shaped structure, have high input with traditional scaffold building existence of landing, costly, take defect long in time limit, also exist in addition and set up the problem of scaffold by the restriction of environment place.
Summary of the invention
The utility model provides high-altitude vestibule on a kind of silo lateral wall and sets up device,
Solve existing steel structural overhead to encorbelment the problem that the corridor construction period is long, have high input.
The utility model solves above technical problem by the following technical programs:
Device set up by a kind of silo lateral wall high-altitude vestibule, comprise silo lateral wall, pre-embedded steel slab and lower pre-embedded steel slab on the middle part of silo lateral wall is embedded with respectively, upper pre-embedded steel slab with the silo lateral wall in the left side of lower pre-embedded steel slab are provided with vertical steel ladder, the first cantilever tripod is welded with between upper pre-embedded steel slab and lower pre-embedded steel slab, first pack basket is articulated in the first cantilever tripod by the first pack basket, transfer pack basket lifting rope is provided with at silo top, silo lateral wall on the right side of the first pack basket is respectively arranged with pre-embedded steel slab and another lower pre-embedded steel slab on another, another welds the second cantilever tripod between pre-embedded steel slab with another lower pre-embedded steel slab, second pack basket is articulated in the second cantilever tripod by the second pack basket.
The 3rd cantilever tripod is welded with between pre-embedded steel slab and the 3rd time pre-embedded steel slab on the right side of the second pack basket the 3rd.
The utility model overcome that traditional type lands that scaffold building high-altitude vestibule exists long in time limit and the defect had high input, improve operating efficiency, shorten construction period, ensure that programming.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model in positive apparent direction;
Fig. 2 is the structural representation of the utility model on side-looking direction.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
Device set up by a kind of silo lateral wall high-altitude vestibule, comprise silo lateral wall 1, pre-embedded steel slab 3 and lower pre-embedded steel slab 11 on the middle part of silo lateral wall 1 is embedded with respectively, the silo lateral wall 1 of upper pre-embedded steel slab 3 with the left side of lower pre-embedded steel slab 11 is provided with vertical steel ladder 2, between upper pre-embedded steel slab 3 with lower pre-embedded steel slab 11, the first cantilever tripod 4 is welded by vertical steel ladder 2, first pack basket 5 is articulated in the first cantilever tripod 4 by the first pack basket hook 6, transfer pack basket lifting rope 7 is provided with at silo top, silo lateral wall 1 on the right side of the first pack basket 5 is respectively arranged with pre-embedded steel slab and another lower pre-embedded steel slab on another, another welds the second cantilever tripod 8 between pre-embedded steel slab with another lower pre-embedded steel slab, second pack basket 9 is articulated in the second cantilever tripod 8 by the second pack basket hook 10.
The 3rd cantilever tripod is welded with between pre-embedded steel slab and the 3rd time pre-embedded steel slab on the right side of the second pack basket 9 the 3rd.
When welding the 3rd cantilever tripod, welder transfers to the second pack basket 9 from the first pack basket 5, welder carries out the welding of the 3rd cantilever tripod on right side in the second pack basket 9, after the 3rd cantilever tripod is welded, with transfer pack basket lifting rope 7, first pack basket is articulated in the 3rd cantilever tripod, welder transfers to the first pack basket 5 from the second pack basket 9, hocket weld job so successively, until weld job completes the support on whole silo annular outboard wall, aerial platform set up by support.
Claims (2)
1. device set up by a silo lateral wall high-altitude vestibule, comprise silo lateral wall (1), upper pre-embedded steel slab (3) and lower pre-embedded steel slab (11) is embedded with respectively at the middle part of silo lateral wall (1), upper pre-embedded steel slab (3) with the silo lateral wall (1) in the left side of lower pre-embedded steel slab (11) are provided with vertical steel ladder (2), it is characterized in that, the first cantilever tripod (4) is welded with between upper pre-embedded steel slab (3) and lower pre-embedded steel slab (11), first pack basket (5) is linked up with (6) by the first pack basket and is articulated in the first cantilever tripod (4), transfer pack basket lifting rope (7) is provided with at silo top, the silo lateral wall (1) on the first pack basket (5) right side is respectively arranged with pre-embedded steel slab and another lower pre-embedded steel slab on another, another welds the second cantilever tripod (8) between pre-embedded steel slab with another lower pre-embedded steel slab, second pack basket (9) is linked up with (10) by the second pack basket and is articulated in the second cantilever tripod (8).
2. device set up by a kind of silo lateral wall high-altitude according to claim 1 vestibule, it is characterized in that, on the 3rd of the second pack basket (9) right side the, be welded with the 3rd cantilever tripod between pre-embedded steel slab and the 3rd time pre-embedded steel slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520836817.2U CN205153507U (en) | 2015-10-27 | 2015-10-27 | Silo lateral wall high altitude vestibule erection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520836817.2U CN205153507U (en) | 2015-10-27 | 2015-10-27 | Silo lateral wall high altitude vestibule erection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153507U true CN205153507U (en) | 2016-04-13 |
Family
ID=55689219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520836817.2U Active CN205153507U (en) | 2015-10-27 | 2015-10-27 | Silo lateral wall high altitude vestibule erection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205153507U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965133A (en) * | 2017-11-24 | 2018-04-27 | 中国冶集团有限公司 | Silo top shelf dead band concrete construction platform and construction method |
-
2015
- 2015-10-27 CN CN201520836817.2U patent/CN205153507U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965133A (en) * | 2017-11-24 | 2018-04-27 | 中国冶集团有限公司 | Silo top shelf dead band concrete construction platform and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |