CN204691379U - Large-scale inverted cone water tower construction equipment - Google Patents
Large-scale inverted cone water tower construction equipment Download PDFInfo
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- CN204691379U CN204691379U CN201520386791.6U CN201520386791U CN204691379U CN 204691379 U CN204691379 U CN 204691379U CN 201520386791 U CN201520386791 U CN 201520386791U CN 204691379 U CN204691379 U CN 204691379U
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- inverted cone
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Abstract
The utility model discloses a kind of large-scale inverted cone water tower construction equipment, relate to technical field of building construction, solve the problem that the form of construction work of existing large-scale inverted cone water tower is long in time limit.The technical scheme adopted is: large-scale inverted cone water tower construction equipment, comprise derrick, shell body slip-form platform, water tank prefabricated platform, protection canopy, derrick vertically stands on the outside building water tower stack shell position, shell body slip-form stage+module in the top of the stack shell of water tower yet to be built, and is connected with derrick by lift-type upper deck aisle; Being not less than around tank height place at stack shell and setting up protection canopy, is water tank prefabricated platform below protection canopy, and protection canopy at least can all cover water tank prefabricated platform by the vertical direction.Stack shell construction and water tank are constructed and are synchronously carried out, and shorten the duration, build single water tower and can save a month duration; Shell body slip-form construction uses same derrick to carry raw material with water tank prefabricated construction, avoids secondary and sets up prefabricated water tank transportation system, saved construction material and labour.
Description
Technical field
The utility model relates to technical field of building construction, particularly relates to a kind of large-scale inverted cone water tower construction equipment.
Background technology
Large-scale inverted cone water tower comprises tower body and water tank, builds form by steel bar concrete, is steel mill's hot rolling, the requisite engineering ingredient of line of production technology such as cold rolling.
Existing large-scale inverted cone water tower conventional construction method is: set up derrick, build stack shell by slipform process, after stack shell overall height sliding formwork completes, remove original derrick; In water tank, again set up derrick and transportation system outside ring beam again, around the one week prefabricated water tank in inverted cone water tower stack shell bottom, water tank is prefabricated completes also maintenance 28 days, reaches after requirement be promoted to stack shell top again until water tank concrete strength.Due to stack shell and the water tank separately construction of large-scale inverted cone water tower, need respective erection construction equipment, so there is long in time limit, that cost is high shortcoming.
Utility model content
The utility model provides a kind of large-scale inverted cone water tower construction equipment, solves the problem of the construction period length of existing large-scale inverted cone water tower.
The technical scheme that the utility model solves the employing of its technical problem is: large-scale inverted cone water tower construction equipment, comprise derrick, shell body slip-form platform, water tank prefabricated platform, protection canopy, described derrick vertically stands on the outside building water tower stack shell position, described shell body slip-form stage+module is in the top of the stack shell of water tower yet to be built, and be connected with described derrick by lift-type upper deck aisle, one end of described upper deck aisle is installed on described derrick;
The bottom of the stack shell in built water tower built by described water tank prefabricated platform, and water tank prefabricated platform by scaffold support, and is connected with described derrick by water tank passageway, and the one end in described water tank passageway is fixedly installed on derrick;
Described protection canopy is built above water tank prefabricated platform, and protection canopy at least can cover whole water tank prefabricated platform by the vertical direction, and protects the height of canopy to be not less than the height of water tank.
Further, build a circle brick pier building around water tower stack shell position, water-tower water tank yet to be built is formed on this brick pier in advance.So that carry out promoting and lifting after water tank is shaped.
Further, the derrick above described upper deck aisle is installed concrete suspension bucket, the discharge port of upper concrete suspension bucket extends to shell body slip-form platform, and upper concrete suspension bucket can be up and down and fixing on derrick; The lower concrete suspension bucket of fixed installation on derrick above described water tank prefabricated platform, the discharge port of lower concrete suspension bucket extends in water tank or on water tank prefabricated platform.
Further, described derrick is diplopore derrick.Diplopore derrick can realize carrying out separately transport to constructor and concrete, improves the safety of transport.
Further, around described water tank prefabricated platform, set up many root posts, be not less than tank height place at stack shell and embedded part is set, between each root post and described embedded part, crossbeam is installed, re-lay sheet material above crossbeam as protection canopy.
Further, described column is the steel pipe of internal diameter 60mm, thick 3.5mm, and described crossbeam is the steel pipe of internal diameter 48mm, thick 3.5mm, and described sheet material is steel plate.
The beneficial effects of the utility model are:
The first, protect canopy that water tower stack shell can be avoided to construct on the impact of water tank construction, shell body slip-form construction is synchronously carried out with water tank prefabricated construction, effectively shortens the duration, improves benefit; Build the duration that single water tower can be saved one month.
The second, shell body slip-form construction uses same derrick to carry raw material with water tank prefabricated construction, and avoiding existing form of construction work needs secondary to set up the derrick transportation system of prefabricated water tank, has saved a large amount of construction materials and labour.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model water tower shell body slip-form and the prefabricated synchronous construction of water tank;
Fig. 2 is that the utility model water tower stack shell and water tank have been constructed and water tank carried out to the schematic diagram of erection & lift.
Be labeled as in figure: brick pier 1, scaffold 2, column 3, sheet material 4, embedded part 5, stack shell 6, derrick 7, cage 8, upper deck aisle 9, shell body slip-form platform 10, crossbeam 11, upper concrete suspension bucket 12, water tank 13, water tank passageway 14, water tank prefabricated platform 15, lifting arm 16, lifter board 17, lower concrete suspension bucket 18.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figure 1; the large-scale inverted cone water tower construction equipment of the utility model comprises derrick 7, shell body slip-form platform 10, water tank prefabricated platform 15, protection canopy; derrick 7 vertically stands on the outside building water tower stack shell 6 position; derrick 7 is simultaneously for shell body slip-form construction and the material delivery of water tank 13 prefabricated construction, so the erection position of derrick 7 is greater than the radius of water tank 13 to the distance of stack shell 6.Existing common derrick selected by derrick 7, preferably adopts diplopore derrick, and diplopore derrick can realize carrying out separately transport to constructor and concrete, and personnel and the different cage 8 of construction material transport, and improve the safety of transport.
Shell body slip-form platform 10 is installed on the top of the stack shell 6 of water tower yet to be built, and is connected with described derrick 7 by lift-type upper deck aisle 9, and one end of described upper deck aisle 9 is installed on described derrick 7.Concrete suspension bucket 12 installed by derrick 7 above upper deck aisle 9, and the discharge port of upper concrete suspension bucket 12 extends to shell body slip-form platform 10, and upper concrete suspension bucket 12 can be up and down and fixing on derrick 7.
The bottom of the stack shell 6 in built water tower built by water tank prefabricated platform 15, water tank prefabricated platform 15 is supported by bracing or strutting arrangement, such as by 2 supports that scaffold erecting, water tank prefabricated platform 15 is connected with described derrick 7 by water tank passageway 14, and the one end in described water tank passageway 14 is fixedly installed on derrick 7.Derrick 7 above water tank prefabricated platform 15 also fixedly mounts lower concrete suspension bucket 18, and the discharge port of lower concrete suspension bucket 18 extends in water tank 13 or on water tank prefabricated platform 15.
Shell body slip-form construction is synchronously carried out with water tank 13 prefabricated construction, in order to ensure the safety of water tank prefabricated construction, protection canopy is built above water tank prefabricated platform 15, protection canopy at least can all cover whole water tank prefabricated platform 15 by the vertical direction, such as protection canopy is built and become circular, and the diameter of circular protection canopy is greater than the diameter of water tank prefabricated platform 15; For the ease of carrying out the prefabricated construction of water tank 13 smoothly below protection canopy, the height preferably suitable height higher than water tank 13 of protection canopy; Carry out water tank 13 prefabricated construction below protection canopy, above protection canopy, carry out shell body slip-form construction, and shell body slip-form construction is synchronously carried out, to save the duration with water tank 13 prefabricated construction.
Protection canopy can be set up independent of stack shell 6.In order to improve the steadiness of protection canopy; save the material building protection canopy; be not less than water tank 13 At The Height at stack shell 6 and embedded part 5 is set; outside water tank 13 yet to be built, set up many root posts 3 simultaneously; between each root post 3 and described embedded part 5, crossbeam 11 is installed, lays sheet material 4 above crossbeam 11 as protection canopy.Column 3 can select the steel pipe of internal diameter 60mm, thick 3.5mm, and crossbeam 11 can select the steel pipe of internal diameter 48mm, thick 3.5mm, and sheet material can select steel plate.
For the ease of the lifting after the prefabricated shaping of water tank 13, build a circle brick pier 1 around bottom stack shell 6, water tank 13 is formed on this brick pier 1 in advance.After stack shell 6 and water tank 13 maintenance complete, water tank 13 is also fixing to the top of stack shell 6 by water tank hoisting along lifting arm 16 by the hydraulic lifting system on lifter board 17, as shown in Figure 2.
Large-scale inverted cone water tower construction equipment makes stack shell 6 and the prefabricated synchronous construction of water tank, and shared source material delivery system, not only save the duration, and avoid secondary to set up the source material delivery system of prefabricated water tank 13, save a large amount of construction materials and labour, reduce engineering cost.
Claims (6)
1. large-scale inverted cone water tower construction equipment, it is characterized in that: comprise derrick (7), shell body slip-form platform (10), water tank prefabricated platform (15), protection canopy, described derrick (7) vertically stands on the outside building water tower stack shell (6) position, described shell body slip-form platform (10) is installed on the top of the stack shell (6) of water tower yet to be built, and be connected with described derrick (7) by lift-type upper deck aisle (9), one end of described upper deck aisle (9) is installed on described derrick (7);
Described water tank prefabricated platform (15) builds the bottom of the stack shell (6) in built water tower, water tank prefabricated platform (15) is supported by scaffold (2), and be connected with described derrick (7) by water tank passageway (14), one end of described water tank passageway (14) is fixedly installed on derrick (7);
Described protection canopy is built in water tank prefabricated platform (15) top, and protection canopy at least can cover whole water tank prefabricated platform (15) by the vertical direction, and protects the height of canopy to be not less than the height of water tank (13).
2. large-scale inverted cone water tower construction equipment as claimed in claim 1, it is characterized in that: build a circle brick pier (1) building around water tower stack shell (6) position, water-tower water tank yet to be built (13) is formed on this brick pier (1) in advance.
3. large-scale inverted cone water tower construction equipment as claimed in claim 1, it is characterized in that: concrete suspension bucket (12) installed by the derrick (7) of described upper deck aisle (9) top, the discharge port of upper concrete suspension bucket (12) extends to shell body slip-form platform (10), and upper concrete suspension bucket (12) can be up and down and fixing on derrick (7); The lower concrete suspension bucket (18) of the upper fixed installation of derrick (7) of described water tank prefabricated platform (15) top, the discharge port of lower concrete suspension bucket (18) extends in water tank (13) or on water tank prefabricated platform (15).
4. large-scale inverted cone water tower construction equipment as claimed in claim 1, is characterized in that: described derrick (7) is diplopore derrick.
5. large-scale inverted cone water tower construction equipment as claimed in claim 1; it is characterized in that: described water tank prefabricated platform (15) sets up many root posts (3) around; be not less than water tank (13) At The Height at stack shell (6) and embedded part (5) is set; install crossbeam (11) between each root post (3) and described embedded part (5), crossbeam (11) top re-lays sheet material (4) as protection canopy.
6. large-scale inverted cone water tower construction equipment as claimed in claim 5, it is characterized in that: described column (3) is internal diameter 60mm, the steel pipe of thick 3.5mm, described crossbeam (11) is internal diameter 48mm, the steel pipe of thick 3.5mm, and described sheet material (4) is steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520386791.6U CN204691379U (en) | 2015-06-08 | 2015-06-08 | Large-scale inverted cone water tower construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520386791.6U CN204691379U (en) | 2015-06-08 | 2015-06-08 | Large-scale inverted cone water tower construction equipment |
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| Publication Number | Publication Date |
|---|---|
| CN204691379U true CN204691379U (en) | 2015-10-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520386791.6U Active CN204691379U (en) | 2015-06-08 | 2015-06-08 | Large-scale inverted cone water tower construction equipment |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847160A (en) * | 2015-06-08 | 2015-08-19 | 中国十九冶集团有限公司 | Method and device for constructing large reversed conical shell water towers |
-
2015
- 2015-06-08 CN CN201520386791.6U patent/CN204691379U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104847160A (en) * | 2015-06-08 | 2015-08-19 | 中国十九冶集团有限公司 | Method and device for constructing large reversed conical shell water towers |
| CN104847160B (en) * | 2015-06-08 | 2017-02-22 | 中国十九冶集团有限公司 | Method and device for constructing large reversed conical shell water towers |
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| GR01 | Patent grant |