CN2767572Y - Hydraulic lifting construction device for hyperbolic cooling tower - Google Patents
Hydraulic lifting construction device for hyperbolic cooling tower Download PDFInfo
- Publication number
- CN2767572Y CN2767572Y CN 200520068869 CN200520068869U CN2767572Y CN 2767572 Y CN2767572 Y CN 2767572Y CN 200520068869 CN200520068869 CN 200520068869 CN 200520068869 U CN200520068869 U CN 200520068869U CN 2767572 Y CN2767572 Y CN 2767572Y
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- China
- Prior art keywords
- radiation beam
- column
- cooling tower
- double
- connecting rod
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- Expired - Fee Related
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- 238000001816 cooling Methods 0.000 title claims abstract description 26
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 230000005855 radiation Effects 0.000 claims abstract description 21
- 239000000463 material Substances 0.000 abstract description 4
- 230000007115 recruitment Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 230000009194 climbing Effects 0.000 abstract 3
- 230000001174 ascending effect Effects 0.000 abstract 1
- 230000010412 perfusion Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
A hydraulic lifting construction device for a hyperbolic cooling tower is characterized in that a stand column is located in the inner space of a wall body of the hyperbolic cooling tower, and the stand column and the wall body are connected through a connecting rod through nuts. The vertical column is provided with a climbing rod, a hydraulic jack is sleeved on the climbing rod and is arranged on a radiation beam, the radiation beam is 10-500 radial beams facing to the circle center, a longitudinal groove is arranged at the center of the beam, and the hydraulic jack, the climbing rod and the vertical column move inwards and outwards in the longitudinal groove. And suspending an inner scaffold and an outer scaffold on the radiant beam. And arranging an inner template and an outer template on the wall of the hyperbolic cooling tower to pour concrete. The connection of the connecting rod, the wall body and the upright post can be disassembled and ascends along with the ascending of the wall body; meanwhile, the hydraulic jacks and the upright columns are alternately used on the radiation beam. The utility model discloses an effective effect is, uses the utility model discloses a hyperbola cooling tower hydraulic pressure promotes construction equipment, simple structure, it is few with the material, save time, the recruitment is few.
Description
Affiliated technical field
The utility model relates to a kind of construction equipment of building.
Background technology
Before this, the construction equipment of double-curve cooling column sets up the ground scaffold and makes the operation platform, complex structure, and many with material, consuming time, recruitment is many.
The utility model content
The purpose of this utility model is to provide a kind of double-curve cooling column hydraulic pressure lift construction equipment in order to overcome above-mentioned weak point, and is simple in structure, few with material, saves time, and recruitment is few.
The technical scheme that its technical problem that solves the utility model adopts is: double-curve cooling column hydraulic pressure lift construction equipment is to be provided with at the body of wall inwall of double-curve cooling column, and it is made up of pillar, pole-climbing, hydraulic jack, radiation beam, connecting rod, nut, interior scaffold, external scaffolding.Column is positioned at double-curve cooling column body of wall inner space, with connecting rod column and body of wall is made it to couple together by nut.Pole-climbing is housed on column, and hydraulic jack is enclosed within the pole-climbing, is called the punching hydraulic jack.Hydraulic jack is installed on the radiation beam, the radiation beam be the 10-500 root towards the center of circle, beam radially, be equipped with cannelure at the beam centre bit, hydraulic jack outwards moves in cannelure inwards together with pole-climbing, column, to adapt to the needs of double-curve cooling column body of wall.On the radiation beam, operating platform is arranged, scaffold and external scaffolding on the radiation beam, hanging, setting operation platform on inside and outside scaffold.On the body of wall position of double-curve cooling column, inner formword and exterior sheathing are set, with concrete perfusion.Connecting rod and being connected of body of wall, column can dismantle, and rise along with the rising of body of wall; Simultaneously, hydraulic jack is alternate use on the radiation beam together with column.
Effective effect of the present utility model is, uses double-curve cooling column hydraulic pressure lift construction equipment of the present utility model, and is simple in structure, few with material, saves time, and recruitment is few.
Description of drawings
Fig. 1 is the schematic diagram of double-curve cooling column hydraulic pressure lift construction equipment of the present utility model.1-cooling tower body of wall among the figure, 2-column, 3-connecting rod, scaffold in the 4-diagonal member, 5-, 6-radiation beam, 7-hydraulic jack, 8-pole-climbing, 9-external scaffolding, 10-exterior sheathing, 11-inner formword.
Fig. 2 is the plan-position figure of radiation beam (6).6-radiation beam among the figure, 7-hydraulic jack, 12-cannelure.
Specific implementation method: double-curve cooling column hydraulic pressure lift construction equipment is that body of wall (1) inwall at double-curve cooling column is provided with, and it is made up of pillar (2), pole-climbing (8), hydraulic jack (7), radiation beam (6), connecting rod (3), nut, interior scaffold (5), external scaffolding (9).Column (2) is positioned at double-curve cooling column body of wall (1) inner space, with connecting rod (3) column (2) and body of wall (1) is made it to couple together by nut.Column (2) adopts well word steel frame construction.Pole-climbing (8) is housed on column (2), and hydraulic jack (7) is enclosed within the pole-climbing (8), is called the punching hydraulic jack.Hydraulic jack (7) is installed on the radiation beam (6), radiation beam (6) be the 10-500 root towards the center of circle, beam radially, see Fig. 2.Be equipped with cannelure (12) at the beam centre bit, hydraulic jack outwards moves in cannelure (12) inwards together with pole-climbing, column, to adapt to the needs of double-curve cooling column body of wall.On radiation beam (6), operating platform is arranged, scaffold (5) and external scaffolding (9) on the radiation beam, hanging, setting operation platform on inside and outside scaffold.On body of wall (1) position of double-curve cooling column, inner formword (11) and exterior sheathing (10) are set, with concrete perfusion.Connecting rod (3) can be dismantled, and rise along with the rising of body of wall with body of wall (1), being connected of column (2).Simultaneously, hydraulic jack (7) is alternate use on radiation beam (6) together with column (2).In order to increase the intensity of connecting rod, also added diagonal member (4).
Claims (4)
1, a kind of double-curve cooling column hydraulic pressure lift construction equipment, it is characterized in that it is made up of pillar, pole-climbing, hydraulic jack, radiation beam, connecting rod, nut, interior scaffold, external scaffolding, column is positioned at double-curve cooling column body of wall inner space, with connecting rod column and body of wall are made it to couple together by nut, pole-climbing is housed on column, hydraulic jack is enclosed within the pole-climbing, and hydraulic jack is installed on the radiation beam, scaffold and external scaffolding in hanging on the radiation beam.
2, double-curve cooling column hydraulic pressure lift construction equipment according to claim 1, it is characterized in that the radiation beam be the 10-500 root towards the center of circle, beam radially, be equipped with cannelure at the beam centre bit.
3, double-curve cooling column hydraulic pressure lift construction equipment according to claim 1 is characterized in that on the radiation beam operating platform being arranged, setting operation platform on inside and outside scaffold.
4, double-curve cooling column hydraulic pressure lift construction equipment according to claim 1 is characterized in that being provided with diagonal member on the connecting rod position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520068869 CN2767572Y (en) | 2005-02-03 | 2005-02-03 | Hydraulic lifting construction device for hyperbolic cooling tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520068869 CN2767572Y (en) | 2005-02-03 | 2005-02-03 | Hydraulic lifting construction device for hyperbolic cooling tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2767572Y true CN2767572Y (en) | 2006-03-29 |
Family
ID=36681433
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520068869 Expired - Fee Related CN2767572Y (en) | 2005-02-03 | 2005-02-03 | Hydraulic lifting construction device for hyperbolic cooling tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2767572Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101381058B (en) * | 2008-11-04 | 2010-04-14 | 中国建筑第二工程局有限公司 | Built-in type ultrahigh tower crane torsion-resistant soft attachment device and construction method thereof |
-
2005
- 2005-02-03 CN CN 200520068869 patent/CN2767572Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101381058B (en) * | 2008-11-04 | 2010-04-14 | 中国建筑第二工程局有限公司 | Built-in type ultrahigh tower crane torsion-resistant soft attachment device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |