CN103590495B - The construction method of indoor GIS universal adjustable flooring basis embedded part - Google Patents
The construction method of indoor GIS universal adjustable flooring basis embedded part Download PDFInfo
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- CN103590495B CN103590495B CN201310603890.0A CN201310603890A CN103590495B CN 103590495 B CN103590495 B CN 103590495B CN 201310603890 A CN201310603890 A CN 201310603890A CN 103590495 B CN103590495 B CN 103590495B
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Abstract
The invention discloses a kind of indoor GIS universal adjustable flooring basis embedded part and construction method thereof, comprise: floor structure layer girder, secondary beam, post and GIS device basis embedded part, described GIS device basis embedded part comprises general embedded part and is connected embedded part, within the scope of flooring GIS device layout, floor structure layer along girder direction some general embedded parts of parallel laid in advance, general embedded part top mark is high consistent with flooring height, general embedded part welds some connection embedded parts along perpendicular direction, the quantity and spacing of described connection embedded part is determined according to the real size of GIS device.Beneficial effect of the present invention: solve the problem that GIS device producer submits the embedded part data lagging influence design duration to; Solve the problem of distant view engineering GIS device type selecting uniqueness, select equipment to provide flexibly for distant view and provide powerful support for.
Description
Technical field
The present invention relates to generating and field of power transformation, particularly relate to the design of the indoor GIS device of more than 110kV, construction, installation etc.Background technology
Traditional flooring is placed in the work progress of GIS device, equipment embedded part need be anchored in floor slab structure layer, therefore, the design and construction of GIS device embedded part must wait until that GIS device producer just can carry out after submitting embedded part data to, if and later stage producer's amendment equipment data, also can have influence on design and construction progress; In addition, GIS device is installed usually according to demand by stages, but the GIS embedded part in long term is also usual buries underground in current period engineering.
Therefore following problem may be there is in distant view engineering:
A, fix due to embedded part in early stage, buying equipment has uniqueness, and equipment purchase expense will significantly increase.
B, due to technological progress, original GIS device is superseded, and early stage, embedded part did not meet new equipment requirement, must rearrange embedded part, complex procedures, time and effort consuming.
Summary of the invention
Object of the present invention is exactly to solve the problem, and proposes a kind of universal adjustable flooring basis embedded part and the construction method thereof that can meet multiple GIS device.This structure makes the construction of flooring not by the model of GIS device and the restriction of size, provides support for selecting GIS device flexibly.
For achieving the above object, the present invention adopts following technical scheme:
A kind of indoor GIS universal adjustable flooring basis embedded part, comprise: floor structure layer girder, secondary beam, post and GIS device basis embedded part, described GIS device basis embedded part comprises general embedded part and is connected embedded part, within the scope of flooring GIS device layout, floor structure layer is some general embedded parts of parallel laid in advance along girder direction, general embedded part top mark is high consistent with floor structure layer height, general embedded part welds some connection embedded parts along perpendicular direction, connects embedded part top mark higher than flooring surface layer.
Or within the scope of flooring GIS device layout, flooring surface layer is some general embedded parts of parallel laid in advance along girder direction, and general embedded part welds some connection embedded parts along perpendicular direction.
The quantity and spacing of described connection embedded part is determined according to the quantity of GIS device and real size.
Described general embedded part is galvanized steel plain sheet, and described connection embedded part is i iron or the channel-section steel with certain rigidity.
The length of described general embedded part meets the strong point that connection embedded part has welding.
Described general embedded part is determined according to GIS device load with the width being connected embedded part, meets force request for controlling with weld seam between the two.
A construction method for indoor GIS universal adjustable flooring basis embedded part, idiographic flow is:
(1) according to the GIS load that GIS manufacturer provides, primary-secondary beam structural configuration is carried out and cross section is determined.
(2) determine the general embedded part scope of GIS in conjunction with the GIS scheme of establishing at the beginning of electric specialty, arrange general embedded part; Described general embedded part is laid on floor structure layer or flooring surface layer.
(3) lay general embedded part, after the model waiting GIS manufacturer accurately to determine equipment and size, select suitable connection slugging on general embedded part.
(4) can install after equipment arrival.
When described general embedded part is laid on floor structure layer, general embedded part top mark is high consistent with floor structure layer height, connects embedded part top mark and is advisable higher than flooring surface layer 3-5mm.
The invention has the beneficial effects as follows:
1. solve the problem that GIS device producer submits the embedded part data lagging influence design duration to.
2. solve after GIS device producer submits embedded part data to, the problem of what amendment data was brought affect design drawing and construction speed.
3. solve the problem of distant view engineering GIS device type selecting uniqueness, select equipment to provide flexibly for distant view and provide powerful support for.
Accompanying drawing explanation
Fig. 1 is electric specialty 110kVGIS layout plan;
Fig. 2 is the general embedded part arrangement diagram of floor structure layer 110kVGIS of the present invention;
Fig. 3 is that 110kVGIS of the present invention connects embedded part arrangement diagram;
Fig. 4 is GIS foundation embedded part embodiment flow chart.
Wherein, 1. girder, 2. secondary beam, 3. post, 4. a cable cavern, 5. general embedded part, 6. connect embedded part.
Detailed description of the invention:
Below in conjunction with accompanying drawing and embodiment, the present invention will be further described:
Figure 1 shows that 110kV electric specialty GIS layout plan, GIS load is reasonably passed on ground by the approach of equipment embedded part-girder 1-secondary beam 2-post 3, and form of structure is reasonable.
As Figure 2-3, a kind of indoor GIS universal adjustable flooring basis embedded part, comprise: floor structure layer girder 1, secondary beam 2, post 3 and GIS device basis embedded part, described GIS device basis embedded part comprises general embedded part 5 and is connected embedded part 6, within the scope of flooring GIS device layout, floor structure layer is some general embedded parts 5 of parallel laid in advance along girder 1 direction, general embedded part 5 top mark is high consistent with floor structure layer height, general embedded part 5 welds some connection embedded parts 6 along perpendicular direction, connects embedded part 6 top mark higher than flooring surface layer; Or within the scope of flooring GIS device layout, flooring surface layer is some general embedded parts 5 of parallel laid in advance along girder 1 direction, and general embedded part 5 welds some connection embedded parts 6 along perpendicular direction.
The quantity and spacing connecting embedded part 6 is determined according to the quantity of GIS device and real size.
The border of A, general embedded part 5 is determined
First electric specialty is in preliminary design, and determined by the important informations such as GIS arrangement interval and sleeve width, quantity, position, working drawing can not change, and can determine the scope needing to arrange general embedded part 5.
The size of B, general embedded part 5
The Main Function of general embedded part 5 is the tie points as connecting embedded part 6.General embedded part 5 can select galvanized steel plain sheet, and its length meets the strong point that connection embedded part 6 can have welding.
The GIS device load that general embedded part 5 provides according to GIS manufacturer with the width being connected embedded part 6 is determined, should meet force request for controlling with weld seam between the two.
The thickness of general embedded part 5 is advisable with 10mm ~ 12mm.
The spacing of C, general embedded part 5
The spacing that general embedded part 5 is arranged, unsuitable excessive, if spacing is excessive, connect the waste of embedded part 6 part comparatively large, and above ground level owing to connecting embedded part 6, affect attractive in appearance; The spacing of same general embedded part 5 is also unsuitable too small, and too small meeting causes the waste of general embedded part 5.General embedded part 5 spacing is selected to be that 1800mm is advisable according to embedded part length experience in the past.
After determining the information such as size, spacing of general embedded part 5, arrange general embedded part 5 as shown in Figure 2.
After arranging general embedded part 5, in conjunction with the GIS device data that producer provides, arranging and connect embedded part 6 as shown in Figure 3, connecting embedded part 6 for having i iron or the channel-section steel of certain rigidity.
As shown in Figure 4, the embodiment flow process of GIS foundation embedded part is:
(1) according to the GIS load that GIS manufacturer provides, primary-secondary beam structural configuration is carried out and cross section is determined.
(2) combination electrically just establishes GIS scheme to determine general embedded part 5 scope of GIS, arranges general embedded part 5; Described general embedded part 5 is laid on floor structure layer or flooring surface layer, simultaneously a reserved cable cavern 4.
(3) lay general embedded part 5, after the model waiting GIS manufacturer accurately to determine equipment and size, select suitable connection embedded part 6 to be welded on general embedded part.
When general embedded part 5 is laid on floor structure layer, general embedded part 5 top mark is high consistent with floor structure layer height, connects embedded part 6 top mark and is advisable higher than flooring surface layer 3-5mm, weld after connecting embedded part 6, can arrange flooring surface layer.
(4) can install after equipment arrival.
Like this working procedures such as cast and maintenance floorslab concrete need not be waited equipment manufacturer's working drawing data, not affect the duration of the construction of whole engineering, be also conducive to distant view and select equipment flexibly.
By reference to the accompanying drawings the specific embodiment of the present invention is described although above-mentioned; but not limiting the scope of the invention; one of ordinary skill in the art should be understood that; on the basis of technical scheme of the present invention, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection scope of the present invention.
Claims (2)
1. a construction method for indoor GIS universal adjustable flooring basis embedded part, is characterized in that,
Described indoor GIS universal adjustable flooring basis embedded part comprises: floor structure layer girder, secondary beam, post and GIS device basis embedded part, described GIS device basis embedded part comprises general embedded part and is connected embedded part, within the scope of flooring GIS device layout, floor structure layer or flooring surface layer be some general embedded parts of parallel laid in advance along girder direction, and general embedded part welds some connection embedded parts along perpendicular direction;
Described construction method idiographic flow is:
(1) according to the GIS load that GIS manufacturer provides, primary-secondary beam structural configuration is carried out and cross section is determined;
(2) determine the general embedded part scope of GIS in conjunction with the GIS scheme of establishing at the beginning of electric specialty, arrange general embedded part; Described general embedded part is laid on floor structure layer or flooring surface layer;
(3) lay general embedded part, after the model waiting GIS manufacturer accurately to determine equipment and size, select suitable connection slugging on general embedded part;
(4) can install after equipment arrival.
2. the construction method of a kind of indoor GIS universal adjustable flooring basis as claimed in claim 1 embedded part, it is characterized in that, when described general embedded part is laid on floor structure layer, general embedded part top mark is high consistent with floor structure layer height, connects embedded part top mark higher than flooring surface layer.
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CN105040982B (en) * | 2015-07-05 | 2017-04-12 | 宜昌三峡送变电工程有限责任公司 | Reserve embedded postposition construction method of switch gear room of transformer substation |
CN108071120A (en) * | 2016-11-15 | 2018-05-25 | 刘伟华 | The building method of prefabricated adjustable G IS general basics |
CN107882057A (en) * | 2017-09-30 | 2018-04-06 | 中国能源建设集团浙江省电力设计院有限公司 | A kind of GIS device foundation construction method for being used to discharge data constraint |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103031943A (en) * | 2011-10-10 | 2013-04-10 | 上海艾能电力工程有限公司 | Indoor GIS (Geographic Information System) floor cushion processing structure |
CN202881782U (en) * | 2012-10-09 | 2013-04-17 | 中煤建筑安装工程集团有限公司 | Roadbed underpinning construction device |
CN202899158U (en) * | 2012-10-19 | 2013-04-24 | 青海省电力设计院 | Transformer substation geographic information system (GIS) power distribution device temperature expansion joint concrete foundation |
CN203200775U (en) * | 2012-12-28 | 2013-09-18 | 浙江省电力设计院 | Combined raft-shaped foundation of outdoor framework and geographic information system (GIS) device in transformer substation |
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JPH03143205A (en) * | 1989-10-26 | 1991-06-18 | Toshiba Corp | Assembled-type transformation facility |
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103031943A (en) * | 2011-10-10 | 2013-04-10 | 上海艾能电力工程有限公司 | Indoor GIS (Geographic Information System) floor cushion processing structure |
CN202881782U (en) * | 2012-10-09 | 2013-04-17 | 中煤建筑安装工程集团有限公司 | Roadbed underpinning construction device |
CN202899158U (en) * | 2012-10-19 | 2013-04-24 | 青海省电力设计院 | Transformer substation geographic information system (GIS) power distribution device temperature expansion joint concrete foundation |
CN203200775U (en) * | 2012-12-28 | 2013-09-18 | 浙江省电力设计院 | Combined raft-shaped foundation of outdoor framework and geographic information system (GIS) device in transformer substation |
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