CN206581653U - A kind of novel steel skeleton cooling stack - Google Patents

A kind of novel steel skeleton cooling stack Download PDF

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Publication number
CN206581653U
CN206581653U CN201720246046.0U CN201720246046U CN206581653U CN 206581653 U CN206581653 U CN 206581653U CN 201720246046 U CN201720246046 U CN 201720246046U CN 206581653 U CN206581653 U CN 206581653U
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CN
China
Prior art keywords
cable wire
longitudinal cable
column
horizontal steel
installation foundation
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
Application number
CN201720246046.0U
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Chinese (zh)
Inventor
张昊
宋志刚
贾红雪
周金阳
任大成
明晓煜
邢剑飞
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China Sinogy Electric Engineering Co Ltd
Original Assignee
China Sinogy Electric Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Sinogy Electric Engineering Co Ltd filed Critical China Sinogy Electric Engineering Co Ltd
Priority to CN201720246046.0U priority Critical patent/CN206581653U/en
Application granted granted Critical
Publication of CN206581653U publication Critical patent/CN206581653U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of novel steel skeleton cooling stack, including column, longitudinal cable wire, horizontal steel loop, inner fiber fabric cuticula, ventilating opening, outer layer mask, installation foundation, the uprights vertical is fixedly mounted on installation foundation, the surrounding set of the column is provided with several horizontal steel loops that diameter successively decreases, each transverse direction steel loop is fixedly connected with longitudinal cable wire colligation, the upper end of longitudinal cable wire is fixedly connected with the upper end of column, and the lower end of longitudinal cable wire is fixedly connected with installation foundation;It is laid with the outside of horizontal steel loop and longitudinal cable wire on the inside of outer layer mask, horizontal steel loop and longitudinal cable wire and is laid with inner fiber fabric cuticula, bottom is provided with ventilating opening.The utility model has the advantages that:Construction costs is greatly lowered, reduces difficulty of construction, shortens the duration.Due to the structure using steel skeleton, the contradiction of concrete towers itself technique and structure is overcome, can make the cooling effectiveness of cooling tower increases, secondly, be not easily susceptible to corrosion, the more traditional armored concrete tower of comparison and choice is more extensive.

Description

A kind of novel steel skeleton cooling stack
Technical field
The utility model is related to a kind of cooling tower technology servicing unit, more particularly, to a kind of novel steel skeleton gravity-flow ventilation Cooling tower.
Background technology
At present, the most of cooling stack tower body of plant area is all to use hyperbolic-type, and tower support uses people mostly Word post, most of composition of tower shell material is reinforced concrete structure.This traditional Reinforced Concrete Cooling Tower, there is following several scarce Fall into.First, traditional armored concrete tower construction costs is high, and difficulty of construction is big, and the duration is longer, and weather has very big to construction Influence.Second, traditional armored concrete tower has the contradiction of itself technique and structure.To make the increase of cooling tower cooling effectiveness, The intake of cooling tower is improved, common practice is exactly to increase tower height.But tower height increase, for configuration aspects, tower body Support will be done does many greatly, and herringbone column's more at most cooling tower air inlet is just smaller, and intake can be also restricted, this contradiction Unification, which also limits conventional concrete tower cooler efficiency, the limit of itself.3rd, concrete easily by sulfate ion and Carbanion corrodes, and when engineering is in coastal area, the service life of conventional concrete tower is shorter.
Utility model content
The utility model is directed to the deficiency of existing product, and provides a kind of novel steel skeleton cooling stack.
A kind of novel steel skeleton cooling stack of the present utility model, including column, longitudinal cable wire, horizontal steel loop, Inner fiber fabric cuticula, ventilating opening, outer layer mask, installation foundation, the uprights vertical are fixedly mounted on installation foundation, institute The surrounding set for stating column is provided with several horizontal steel loops that diameter successively decreases, and each transverse direction steel loop and longitudinal cable wire colligation are fixed and connected Connect, the upper end of longitudinal cable wire is fixedly connected with the upper end of column, the lower end of longitudinal cable wire is fixedly connected with installation foundation;Horizontal steel It is laid with the outside of ring and longitudinal cable wire on the inside of outer layer mask, horizontal steel loop and longitudinal cable wire and is laid with inner fiber fabric shield Film, bottom is provided with ventilating opening.
Further, the installation foundation is embedded with ground bolt, and the bottom of the ground bolt is fixed with reinforcement steel plate, ground The upper end of pin screw rod is installed with fixed pull ring.
Further, it is provided with fixed wire digging line between the inside of each horizontal steel loop and column.
The beneficial effects of the utility model are:1st, rational in infrastructure, it is easy to manufacture, cost is low;2nd, it is practical, safely may be used Lean on;Construction costs is greatly lowered, reduces difficulty of construction, shortens the duration.Due to the structure using steel skeleton, concrete is overcome The contradiction of tower itself technique and structure, can make the cooling effectiveness of cooling tower increases, secondly, is not easily susceptible to corrosion, comparison and choice More traditional armored concrete tower is more extensive.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is ground bolt mounting structure schematic diagram of the present utility model.
In figure:Column 1, longitudinal cable wire 2, horizontal steel loop 3, inner fiber fabric cuticula 4, ventilating opening 5, outer layer mask 6, peace Dress basis 7, ground bolt 8.
Embodiment
With reference to embodiment, the utility model will be further described.
A kind of novel steel skeleton cooling stack of the present utility model is main by column 1, longitudinal cable wire 2, horizontal steel Ring 3, inner fiber fabric cuticula 4, ventilating opening 5, outer layer mask 6, installation foundation 7, ground bolt 8 are constituted.
A kind of novel steel skeleton cooling stack, including column 1, longitudinal cable wire 2, horizontal steel loop 3, inner fiber are knitted Thing cuticula 4, ventilating opening 5, outer layer mask 6, installation foundation 7, the column 1 are vertically fixedly mounted on installation foundation 7, described vertical The surrounding set of post 1 is provided with several horizontal steel loops 3 that diameter successively decreases, and each transverse direction steel loop 3 and longitudinal colligation of cable wire 2 are fixed and connected Connect, the upper end of longitudinal cable wire 2 is fixedly connected with the upper end of column 1, the lower end of longitudinal cable wire 2 is fixedly connected with installation foundation 7;It is horizontal Outer layer mask 6 is laid with to the outside of steel loop 3 and longitudinal cable wire 2, the inner side of horizontal steel loop 3 and longitudinal cable wire 2 is laid with internal layer Fabric cuticula 4, bottom is provided with ventilating opening 5.
The installation foundation 7 is embedded with ground bolt 8, and the bottom of the ground bolt 8 is fixed with reinforcement steel plate, lower margin spiral shell The upper end of bar 8 is installed with fixed pull ring.
Fixed wire digging line is provided between the inside of each horizontal steel loop 3 and column 1.
A kind of novel steel skeleton cooling stack of the present utility model, the utility model cooling tower agent structure is steel Skeleton and cable wire, tower body are supported with middle standing pillar, and column 1 is connected with longitudinal cable wire 2, and longitudinal cable wire 2 connects with horizontal steel loop 3 Connect, cable wire surfaces externally and internally adds the outer layer mask 6 of fabric cuticula, connection, cooling are bundled between outer layer mask 6 and cable wire Ventilating opening 5 is set below tower, the material of fabric cuticula can be according to local hydrometeorological condition, specific selection.
The utility model steel skeleton cooling tower, more lightweight than conventional concrete tower, construction costs is much lower.
A kind of novel steel skeleton cooling stack, its material is prefabricated, on-site consolidation, shortens the duration, and reduction is applied Work difficulty.And conventional steel bar concrete cooling tower is cast in situs, it is necessary to which stage construction, construction speed is easily by weather condition shadow Ring, and difficulty of construction is big.Therefore the utility model steel skeleton cooling tower occupies very big advantage in terms of construction.
Support as middle standing pillar, in large-sized unit engineering, because the amount of cooling water needed for cooling tower is big, cooling tower is done High to reach enough ventilations, the utility model steel skeleton cooling tower need to only do column slightly, the horizontal steel loop of increase, cable wire etc. Level is improved, and the contradiction of conventional concrete cooling tower process and structure is solved well.And reduce accounting for for cooling tower Ground area, further reduces construction costs.
The utility model steel skeleton cooling tower appearance is fabric cuticula, and cuticula material can suit measures to local conditions, according to difference The hydrometeorological condition of region, choose unlike material cuticula, can reduce cooling tower tower body by extent of corrosion.And traditional reinforcing bar The material of Concrete Cooling Water Tower is concrete, is vulnerable to corrosion, such as the sea wind of coastal area etc..Therefore the firm bone of the utility model The service life of frame cooling tower is longer than conventional steel bar concrete tower, and later maintenance expense is lower than conventional steel bar concrete tower.
Embodiment of the present utility model is the foregoing is only, the scope of the claims of the present utility model is not thereby limited, it is every The equivalent structure or equivalent flow conversion made using the utility model description, or directly or indirectly it is used in other phases The technical field of pass, is similarly included in scope of patent protection of the present utility model.

Claims (3)

1. a kind of novel steel skeleton cooling stack, it is characterized in that, including column (1), longitudinal cable wire (2), horizontal steel loop (3), inner fiber fabric cuticula (4), ventilating opening (5), outer layer mask (6), installation foundation (7), the column (1) are vertically fixed On installation foundation (7), the surrounding set of the column (1) is provided with several horizontal steel loops (3) that diameter successively decreases, each horizontal It is fixedly connected to steel loop (3) with longitudinal cable wire (2) colligation, the upper end of longitudinal cable wire (2) is fixedly connected with the upper end of column (1), The lower end of longitudinal cable wire (2) is fixedly connected with installation foundation (7);It is laid with the outside of horizontal steel loop (3) and longitudinal cable wire (2) outer Inner fiber fabric cuticula (4) is laid with the inside of layer mask (6), horizontal steel loop (3) and longitudinal cable wire (2), bottom is provided with Ventilating opening (5).
2. a kind of novel steel skeleton cooling stack according to claim 1, it is characterized in that, the installation foundation (7) ground bolt (8) is embedded with, the bottom of the ground bolt (8) is fixed with reinforcement steel plate, and the upper end of ground bolt (8) is consolidated Dingan County is equipped with fixed pull ring.
3. a kind of novel steel skeleton cooling stack according to claim 1, it is characterized in that, each horizontal steel Fixed wire digging line is provided between the inside of ring (3) and column (1).
CN201720246046.0U 2017-03-14 2017-03-14 A kind of novel steel skeleton cooling stack Expired - Fee Related CN206581653U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720246046.0U CN206581653U (en) 2017-03-14 2017-03-14 A kind of novel steel skeleton cooling stack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720246046.0U CN206581653U (en) 2017-03-14 2017-03-14 A kind of novel steel skeleton cooling stack

Publications (1)

Publication Number Publication Date
CN206581653U true CN206581653U (en) 2017-10-24

Family

ID=60113213

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720246046.0U Expired - Fee Related CN206581653U (en) 2017-03-14 2017-03-14 A kind of novel steel skeleton cooling stack

Country Status (1)

Country Link
CN (1) CN206581653U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021120606A1 (en) * 2019-12-20 2021-06-24 南京航空航天大学 Self-adaptive steel structure cooling tower capable of resisting strong typhoon

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021120606A1 (en) * 2019-12-20 2021-06-24 南京航空航天大学 Self-adaptive steel structure cooling tower capable of resisting strong typhoon
US11414882B2 (en) 2019-12-20 2022-08-16 Nanjing University Of Aeronautics And Astronautics Steel structure cooling tower

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171024

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