CN202731349U - Equal-column-space composite structure for high-end valve halls of converter stations - Google Patents

Equal-column-space composite structure for high-end valve halls of converter stations Download PDF

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Publication number
CN202731349U
CN202731349U CN 201220457183 CN201220457183U CN202731349U CN 202731349 U CN202731349 U CN 202731349U CN 201220457183 CN201220457183 CN 201220457183 CN 201220457183 U CN201220457183 U CN 201220457183U CN 202731349 U CN202731349 U CN 202731349U
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CN
China
Prior art keywords
steel
wall
column
valve
steel column
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
CN 201220457183
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Chinese (zh)
Inventor
陈寅
谭可立
曾程
池代波
韦文兵
伍广俭
张劲松
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China Energy Engineering Group Guangdong Electric Power Design Institute Co Ltd
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China Energy Engineering Group Guangdong Electric Power Design Institute Co Ltd
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Priority to CN 201220457183 priority Critical patent/CN202731349U/en
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Publication of CN202731349U publication Critical patent/CN202731349U/en
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Abstract

The utility model discloses an equal-column-space composite structure for high-end valve halls of converter stations. The overall structure of a high-end valve hall of a converter station is a steel-concrete composite structure, a vertical face on one side of a converter transformer is of a concrete frame structure, and the other three vertical faces and top face of the converter transformer are respectively of a steel structure; a situation that steel columns are aligned at a concrete column on the converter transformer side is not required in the steel structure; and the steel columns are arranged in an equal-column-space mode. According to the utility model, the application amount of steel materials is reduced, the number, type and specification of rod pieces of the structure are reduced, the construction cost of the valve hall is reduced, the processing and installation difficulties are lowered, and the project progress is accelerated.

Description

A kind ofly wait post apart from combination construction for the high end valve of the current conversion station Room
Technical field
The utility model relates to the combination construction in the high end valve of a kind of current conversion station Room, be specifically related to a kind of for the high end valve of the current conversion station Room wait post apart from combination construction, be applicable to ± the 800kV current conversion station.Belong to the DC transmission engineering technical field.
Background technology
At present ± 800kV extra-high voltage direct-current engineering is present whole world highest voltage level, to become the zone be most important part for the valve Room and the change of current in ± 800kV current conversion station place, therefore the structure design in the valve Room is particularly important, the height in the valve Room is 30m approximately, span is 32m approximately, length is 82m approximately, existing valve Room structure design has two kinds, the support body of wall that a kind of valve Room is made of steel column, the valve Room body of wall that steel roof truss reaches by reinforced concrete structure consists of, as shown in Figure 1, the valve Room body of wall of reinforced concrete structure is that RC T shape post distance is the concrete frame structure of 10~11m, and this post is determined apart from becoming layout by the technique specialty according to the change of current, generally can not be adjusted; And the post distance of steel column and position can cooperate definite by structure discipline and technique specialty, consider suspension equipment and arrange the requirement of making an inspection tour the aisle, the steel column post is apart from generally being not more than 9m, in the existing arrangement, steel column aligns with concrete column, and in the middle of concrete column, set up Pin roof truss and a steel column, steel is that 5m to 6.8m does not wait apart from the post distance.This structure has the following disadvantages:
1) this structure is arranged because satisfying steel column and concrete column lateral alignment, makes the total layout be subjected to the impact of technology arrangement;
2) the steel column post apart from does not wait and post distance less than normal, material usage is large;
3) the steel work specification is many, the number of components is many, and processing is complicated, installation period is long.
The another kind of valve Room is made of the knee wall of all steel rod structure, and reinforced concrete wall of increase separates the valve Room and change of current variation as fire wall outside steel column.The weak point of this structure:
1) steel column of change of current change side is arranged and is easily conflicted difficult coordination with the sleeve pipe of converter transformer valve side;
2) cost of this structure is high, and construction is trouble.
The utility model content
The purpose of this utility model is for overcoming above deficiency, provide a kind of for the high end valve of the current conversion station Room wait post apart from combination construction, this structural manufacturing process flexible arrangement reduces the difficulty of structure design, reduces the consumption of steel, thereby reduces production costs.
The purpose of this utility model can reach by taking following technical scheme:
A kind ofly wait post apart from combination construction for the high end valve of the current conversion station Room, its design feature is: the overall structure in the high end valve of the current conversion station Room adopts Steel-concrete Composite, be concrete frame structure at converter power transformer one side elevation, its excess-three facade and end face adopt steel work; Do not require that in described steel work steel column aligns with the concrete column of converter power transformer side, described steel column adopts equidistant placement.
In engineering design, can determine flexibly the post distance according to the distribution of equipment load.
The purpose of this utility model can also reach by taking following technical scheme:
Further, described Steel-concrete Composite comprises that the support body of wall, the steel roof truss that are made of steel column reach the valve Room body of wall by reinforced concrete structure, described steel roof truss is made of chord member, horizontal support and support bar, the valve Room body of wall of described reinforced concrete structure is made of reinforced concrete post, rc-frame-beam and masonry filler wall, described reinforced concrete post is T-shaped, the valve Room body of wall of described reinforced concrete structure is arranged on the one side in the valve Room, and the support body of wall that described steel column consists of is arranged on its excess-three face in the valve Room; According to the distribution of equipment load, described steel column equidistant placement is supporting on the body of wall, and every steel column links to each other with an end of chord member, and the other end of chord member links to each other with rc-frame-beam.
The beneficial effects of the utility model:
The utility model does not require that steel column aligns with RC T shape post, has reduced the difficulty of structure design owing to adopting Steel-concrete Composite.Determine flexibly the steel column distance according to the equipment load, thereby enlarged the steel column spacing, reduced the consumption of steel, also reduced rod member quantity and the specification kind of structure, reduced the cost in the valve Room.Make steel roof truss and steel column stressed evenly by the steel column equidistant placement, and reduced the difficulty that processing is installed, accelerated programming.
Figure of description
Fig. 1 is the floor map of prior art.
Fig. 2 is floor map of the present utility model.
The specific embodiment
Specific embodiment:
Following structure accompanying drawing is further described the utility model.
As shown in Figure 2, the post such as grade that is used for the high end valve of the current conversion station Room that the present embodiment relates to is apart from combination construction, the overall structure in the high end valve of its current conversion station Room adopts Steel-concrete Composite, is concrete frame structure at converter power transformer one side elevation, and its excess-three facade and end face adopt steel work; Do not require that in described steel work steel column 1 aligns with the concrete column 4-1 of converter power transformer side, described steel column 1 adopts equidistant placement.
In the present embodiment:
Described Steel-concrete Composite comprises the support body of wall 2 that is made of steel column 1, the valve Room body of wall 4 that steel roof truss 3 reaches by reinforced concrete structure, described steel roof truss 3 is made of chord member 3-1, horizontal support 3-2 and support bar 3-3, the valve Room body of wall 4 of described reinforced concrete structure is made of reinforced concrete post 4-1, rc-frame-beam 4-2 and masonry filler wall, described reinforced concrete post 4-1 is T-shaped, the valve Room body of wall 4 of described reinforced concrete structure is arranged on the one side in the valve Room, and the support body of wall 2 that described steel column 1 consists of is arranged on its excess-three face in the valve Room; According to the distribution of equipment load, described steel column 1 equidistantly is arranged on and supports on the body of wall 2, and every steel column 1 links to each other with the end of chord member 3-1, and the other end of chord member 3-1 links to each other with rc-frame-beam 4-2.At the chord member 3-1 of steel roof truss 3 converter valve suspention beam 5 and miscellaneous equipment suspention beam 6 are installed.
Post is apart from being 7.1m except end span, and all the other are 7.5m.
This overall structure is calculated and is shown, first and second vibration shapes of structure are translation, reverse period ratio less than 0.85; In the situation that structure lateral displacement and prior art are suitable, the utility model Weight of steel is 385t approximately, and the prior art Weight of steel is 450t, relative prior art, and the steel using amount of the utility model structure has reduced approximately 15%.Compared with prior art, structural member quantity reduces approximately 30%, and rod member specification kind reduces approximately 50%.
The present embodiment is applicable to ± and the posts such as the high end valve of 800kV current conversion station Room combination construction are apart from layout.
The above; it only is the specific embodiment of the utility model the best; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the scope that the utility model discloses; be equal to replacement or change according to the technical solution of the utility model and utility model design thereof, all belonged to protection domain of the present utility model.

Claims (2)

1. a post such as grade that is used for the high end valve of the current conversion station Room is apart from combination construction, it is characterized in that: the overall structure in the high end valve of the current conversion station Room adopts Steel-concrete Composite, be concrete frame structure at converter power transformer one side elevation, its excess-three facade and end face adopt steel work; Do not require that in described steel work steel column (1) aligns with the concrete column (4-1) of converter power transformer side, described steel column (1) adopts equidistant placement.
2. according to claim 1ly a kind ofly wait post apart from combination construction for the high end valve of the current conversion station Room, it is characterized in that: described Steel-concrete Composite comprises the support body of wall (2) that is made of steel column (1), steel roof truss (3) reaches the valve Room body of wall (4) by reinforced concrete structure, described steel roof truss (3) is by chord member (3-1), horizontal support (3-2) and support bar (3-3) consist of, the valve Room body of wall (4) of described reinforced concrete structure is by reinforced concrete post (4-1), rc-frame-beam (4-2) and masonry filler wall consist of, (4-1) is T-shaped for described reinforced concrete post, the valve Room body of wall (4) of described reinforced concrete structure is arranged on the one side in the valve Room, and the support body of wall (2) that described steel column (1) consists of is arranged on its excess-three face in the valve Room; According to the distribution of equipment load, described steel column (1) equidistant placement is supporting on the body of wall (2), and every steel column (1) links to each other with an end of chord member (3-1), and the other end of chord member (3-1) links to each other with rc-frame-beam (4-2).
CN 201220457183 2012-09-09 2012-09-09 Equal-column-space composite structure for high-end valve halls of converter stations Expired - Fee Related CN202731349U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220457183 CN202731349U (en) 2012-09-09 2012-09-09 Equal-column-space composite structure for high-end valve halls of converter stations

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220457183 CN202731349U (en) 2012-09-09 2012-09-09 Equal-column-space composite structure for high-end valve halls of converter stations

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CN202731349U true CN202731349U (en) 2013-02-13

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103986152A (en) * 2014-04-18 2014-08-13 浙江省电力设计院 Method for arranging connecting area and valve hall power distribution unit of flexible DC converter station
CN104234471A (en) * 2014-09-25 2014-12-24 国家电网公司 Patrol aisle of high-voltage direct current converter station
CN104278863A (en) * 2014-09-25 2015-01-14 国家电网公司 Inspection tour walkway of valve hall of converter station
CN106877372A (en) * 2017-03-01 2017-06-20 中国电力工程顾问集团中南电力设计院有限公司 Flexible direct current back-to-back converter substation valve Room arrangement

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103986152A (en) * 2014-04-18 2014-08-13 浙江省电力设计院 Method for arranging connecting area and valve hall power distribution unit of flexible DC converter station
CN103986152B (en) * 2014-04-18 2016-04-27 浙江省电力设计院 The method for arranging of flexible direct current converter station connection district and valve Room power distribution equipment
CN104234471A (en) * 2014-09-25 2014-12-24 国家电网公司 Patrol aisle of high-voltage direct current converter station
CN104278863A (en) * 2014-09-25 2015-01-14 国家电网公司 Inspection tour walkway of valve hall of converter station
CN104278863B (en) * 2014-09-25 2016-08-17 国家电网公司 A kind of converter station valve hall makes an inspection tour aisle
CN106877372A (en) * 2017-03-01 2017-06-20 中国电力工程顾问集团中南电力设计院有限公司 Flexible direct current back-to-back converter substation valve Room arrangement
CN106877372B (en) * 2017-03-01 2023-08-18 中国电力工程顾问集团中南电力设计院有限公司 Flexible direct-current back-to-back converter station valve hall arrangement structure

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C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CHINA ENERGY ENGINEERING GROUP GUANGDONG ELECTRIC

Free format text: FORMER NAME: CHINA ENERGY ENGINEERING GROUP GUANGDONG ELECTRIC POWER DESIGN INSTITUTE

CP01 Change in the name or title of a patent holder

Address after: 510670 Luogang District, Guangdong, Guangzhou Science City Fung Road, No. 1, No.

Patentee after: Company limited of China Energy Engineering Group Guangdong Electric Power Design Institute

Address before: 510670 Luogang District, Guangdong, Guangzhou Science City Fung Road, No. 1, No.

Patentee before: Guangdong Electric Power Design Institute of CEEC

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: 20130213

Termination date: 20170909