CN102865770A - Nuclear power station aseismic cooling tower filler structure and mounting method thereof - Google Patents
Nuclear power station aseismic cooling tower filler structure and mounting method thereof Download PDFInfo
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- CN102865770A CN102865770A CN2012103747690A CN201210374769A CN102865770A CN 102865770 A CN102865770 A CN 102865770A CN 2012103747690 A CN2012103747690 A CN 2012103747690A CN 201210374769 A CN201210374769 A CN 201210374769A CN 102865770 A CN102865770 A CN 102865770A
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Abstract
The invention discloses a nuclear power station aseismic cooling tower filler structure which comprises a plurality of filler mounting areas capable of mounting filler pieces. Each filler mounting area is formed by arranging fixed mounting plates and surrounding plates in a surrounding manner, each fixed mounting plate is provided with mounting holes, the filler pieces are folding corrugated plates, a fixed shaft is fixedly connected at two ends of each filler piece and stably inserted in the mounting holes of each fixed mounting plate, adjacent filler pieces are superposed positively and negatively, and reverse elasticity of contact points are offset under earthquake acting force. The nuclear power station aseismic cooling tower filler structure utilizes current mechanical processing level, is economical in manufacturing cost, easy to construct and convenient to maintain, solves aseismic problems of cooling tower water-sprinkling filler, meets requirements that a cooling tower after going through ultimate earthquake can still work normally, and provides guarantee for continuous cooling of reactor after a nuclear power station suffers from the ultimate earthquake. The invention further discloses a mounting method for the nuclear power station aseismic cooling tower filler structure.
Description
Technical field
The invention belongs to the nuclear power technology field, more particularly, the present invention relates to a kind of nuclear power station antidetonation cooling tower filler structure and installation method thereof.
Background technology
After earthquake occurs, when the outside outfall and infall of nuclear power station stops up, need to adopt cooling tower that residual heat of nuclear core is discharged, the parts in cooling tower and the cooling tower need to design according to the shockproofness of the limit earthquake level of nuclear power station location SL-2 level earthquake.The cooling filler is one of core component of cooling tower, and it also must satisfy shockproof requirements except satisfying conventional heat exchange requirement.
At present, widely used cooling filler is the Plastic Diaphragm Type Servomotor filler in the cooling tower of all kinds of nuclear power stations, it has the advantages such as specific area is large, the volume coefficient of heat transfer is high and cheap, not only can reduce gas-water ratio, pump head and tower body height, and can be significantly energy-saving and cost-reducing.But, because the fixing difficulty of Plastic Diaphragm Type Servomotor filler self generally adopts now and shelves or the suspension type installation, when running into earthquake, filler can occur mutually to push and cause the air stream short circuit under seismic force effects, even the generation packing layer caves in phenomenon and loses cooling capacity; Even if adopt the Plastic Diaphragm Type Servomotor filler is packed into the fixing mode of framework and existing beam or plate, still can't stops the distortion that himself under seismic force effects, occurs.
In addition, the ceramic packing that some cooling tower employing self rigidity is larger is as the cooling filler.Ceramic packing has anti-aging, geometry deformation be difficult for to occur, Corrosion Protection is good, hydrophilicity is better and the life-span such as grows at the advantage, can accomplish identical with the nuclear power station life-span, maintenance-free or few maintenance.But specific surface (surface area of unit volume filler) is though little ceramic packing air drag is little, has that cooling capacity is low, intensity is low, matter is crisp, easy broken deficiency occurs; The ceramic packing that specific surface is large although cooling capacity can meet the demands, exists again that air drag is large, voidage is low and from great shortcoming.In addition, ceramic packing is because deadweight is larger, and existence stops when adopting fixed frame the problem that area is large has not only increased air drag, reduced film-cooled heat, and fixed frame itself is corroded easily.
Therefore, the filler of the plastics of at present extensive use, the making of ceramic-like material all can't satisfy the cooling requirement of cooling tower under the earthquake operating mode.In view of this, necessaryly provide a kind of and can under the earthquake operating mode, satisfy nuclear power station antidetonation cooling tower filler structure and the installation method thereof that cooling requires.
Summary of the invention
The object of the invention is to: provide a kind of and can under the earthquake operating mode, satisfy nuclear power station antidetonation cooling tower filler structure and the installation method thereof that cooling requires.
In order to realize the foregoing invention purpose, the invention provides a kind of nuclear power station antidetonation cooling tower filler structure, it comprises that several can install the filler installing zone of packing sheet, the filler installing zone is to be enclosed by mounting plate and coaming plate to form, wherein, mounting plate is provided with installing hole, packing sheet is folding corrugated plating, the two ends of packing sheet are connected with fixed axis, the fixed axis correspondence firmly is inserted in the installing hole of mounting plate, adjacent packing sheet positive and negative stacked and when being subject to geological process power the contact point reverse elasticity offset.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure of the present invention, the two ends of described packing sheet are fixed on the outer surface of fixed axis by welding.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure of the present invention, described packing sheet be provided with perpendicular to water film flow in the antidetonation cooling tower to the horizontal annular ripple.
A kind of improvement as nuclear power station antidetonation cooling tower filler structure of the present invention, installing hole on the described mounting plate is the connected circular installing hole, the circular mounting hole is connected with can be for the beeline channel of packing sheet insertion, and circular mounting hole and beeline channel run through the short transverse extension of mounting plate.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure of the present invention, the top of described mounting plate is provided with internal thread hole, described fixed axis be by the threaded connection detachable of bolt and internal thread hole be installed in the installing hole of described mounting plate.
A kind of improvement as nuclear power station antidetonation cooling tower filler structure of the present invention, described filler installing zone places on the beam frame structure that is welded by girder, secondary beam and brace summer, the filler installing zone is arranged with enclosure wall outward, be provided with the back side of mounting plate of installing hole and the embedded bar in the enclosure wall near the single face of enclosure wall and be welded to connect, bottom surface and pre-buried base plate are welded to connect; Be provided with the mounting plate of installing hole and the end face of bottom girder is welded to connect enclosure wall inner region setting two-sided, end face and coaming plate are welded to connect.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure of the present invention, described packing sheet is to be made by surface treated Thin Elastic steel disc, and described coaming plate is steel plate.
In order to realize the foregoing invention purpose, the present invention also provides a kind of installation method of nuclear power station antidetonation cooling tower filler structure, and it may further comprise the steps:
1) girder, secondary beam and brace summer are placed enclosure wall by being welded to connect, form beam frame structure;
2) coaming plate and mounting plate are fixedly connected on the end face of beam frame structure, coaming plate and mounting plate are enclosed to form several filler installing zones, and wherein, the single or double of mounting plate is provided with installing hole;
3) provide the packing sheet that is folding corrugated plating, the two ends of packing sheet are connected with fixed axis; And
4) the fixed axis correspondence is inserted in the installing hole of mounting plate, adjacent packing sheet is positive and negative stacked, and the contact point reverse elasticity offsets when being subject to geological process power.
A kind of improvement as nuclear power station antidetonation cooling tower filler structure installation method of the present invention, the top of described mounting plate is provided with internal thread hole, described fixed axis be by the threaded connection detachable of bolt and internal thread hole be installed in the installing hole of described mounting plate.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure installation method of the present invention, described packing sheet is to be made by surface treated Thin Elastic steel disc, and described coaming plate is steel plate.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure installation method of the present invention, the two ends of described packing sheet are fixed on the outer surface of fixed axis by welding.
As a kind of improvement of nuclear power station antidetonation cooling tower filler structure installation method of the present invention, described packing sheet be provided with perpendicular to water film flow in the antidetonation cooling tower to the horizontal annular ripple.
A kind of improvement as nuclear power station antidetonation cooling tower filler structure installation method of the present invention, installing hole on the described mounting plate is the connected circular installing hole, the circular mounting hole is connected with can be for the beeline channel of packing sheet insertion, and circular mounting hole and beeline channel run through the short transverse extension of mounting plate.
A kind of improvement as nuclear power station antidetonation cooling tower filler structure installation method of the present invention, described filler installing zone places on the beam frame structure that is welded by girder, secondary beam and brace summer, the filler installing zone is arranged with enclosure wall outward, be provided with the back side of mounting plate of installing hole and the embedded bar in the enclosure wall near the single face of enclosure wall and be welded to connect, bottom surface and pre-buried base plate are welded to connect; Be provided with the mounting plate of installing hole and the end face of bottom girder is welded to connect enclosure wall inner region setting two-sided, end face and coaming plate are welded to connect.
Compared with prior art, nuclear power station antidetonation cooling tower filler structure of the present invention and installation method thereof have following useful technique effect: utilize present machining level, at cost economic, be easy to construct, under the prerequisite of easy access, solved the anti-seismic problem of cooling tower soaking filler, satisfied the requirement that the cooling tower after the earthquake of the experience limit still can work, the continuation cooling that meets with limit earthquake afterreaction heap for nuclear power station provides guarantee.
Description of drawings
Below in conjunction with the drawings and specific embodiments, nuclear power station antidetonation cooling tower filler structure of the present invention and installation method thereof are elaborated, wherein:
Fig. 1 is the blanking manuscript of the packing sheet of nuclear power station antidetonation cooling tower filler structure of the present invention.
Fig. 2 is in the nuclear power station antidetonation cooling tower filler structure of the present invention, the filler combination figure of packing sheet after processing.
Fig. 3 is in the nuclear power station antidetonation cooling tower filler structure of the present invention, the welding schematic diagram of fixed axis and packing sheet end.
Fig. 4 a to Fig. 4 c is respectively in the nuclear power station antidetonation cooling tower filler structure of the present invention, the front view of mounting plate and installing hole, side view and top view.
Fig. 5 is the local enlarged diagram of installing hole shown in Figure 4.
To be packing sheet insert schematic diagram behind the installing hole together with fixed axis to Fig. 6.
Fig. 7 is the layout schematic diagram that packing sheet is connected with roof beam structure, coaming plate.
Fig. 8 is the schematic diagram that the mounting plate of close enclosure wall is connected with enclosure wall.
Fig. 9 is mounting plate in the nuclear power station antidetonation cooling tower filler structure enclosure wall of the present invention district and the connection diagram of girder.
Figure 10 is the local enlarged diagram that is arranged at the filler installing zone on the roof beam structure of girder, secondary beam and brace summer.
The specific embodiment
In order to make goal of the invention of the present invention, technical scheme and useful technique effect thereof more clear, below in conjunction with the drawings and specific embodiments, the present invention is further elaborated.Should be understood that, the specific embodiment of describing in this specification only is in order to explain the present invention, is not in order to limit the present invention.
The making of filler
The problem that at first needs to solve is the material selection of cooling filler, and the material of selected filler need to satisfy following requirement: possess stronger shock resistance, still can work after the earthquake of the experience limit; Possesses higher cooling capacity; Possess preferably hydrophilicity, easily moistening and adhere to by water; Flowing resistance is little, material is easily processed; Light weight, corrosion-resistant; Constructability can keep in repair.
From satisfying the requirement of cooling capacity, enough large film-cooled heat need to be arranged; From reducing the difficulty of processing of packing sheet, need material thickness thinner so that processing; From the antidetonation angle, need material to possess enough intensity and thickness.Consider above factor, the present invention has selected that intensity is large, toughness is strong, hydrophily is better and the stalloy that is easy to process is made packing sheet.
Carry out the design of filler pattern according to the cooling task, the core of filler pattern design is to satisfy the requirement of cooling capacity, makes the contact surface area of water and air large, time of contact is longer.
In order to satisfy cooling requirement, the cooling filler after the processing need to have enough large specific surface, needs restriction wave height and the pitch of waves.In the present invention, utilize machining to make the stalloy filler of folding corrugated plating, its be provided with perpendicular to water film flow in the antidetonation cooling tower to the horizontal annular ripple, to fold corrugated plating positive and negative stacked, at the inner passage that forms water and air reverse flow of filler, significantly increased the heat exchange area of air and moisture film.Hot water is evenly distributed to filling surface after shower nozzle sprays, form the slow-flowing stream of film-form from top to bottom along the packing sheet surface, thereby has larger contact area and long time of contact.Cold air flows from bottom to top through the space between hollow body in the middle of the packing sheet and contacts with moisture film is reverse, absorbs the heat that hot water distributes.To install, connect in order to prevent from blocking and being connected, adopt straight ripple formula (water, vapour flow channels vertical with horizontal plane).
Below in conjunction with illustrated in figures 1 and 2, describe in the nuclear power station antidetonation cooling tower of the present invention the process of filler in detail:
1. adopt corrosion-resistant and preferably stalloy making of hydrophilicity thin-film packing material sheet 10;
2. utilize machining, the level that has a determining deviation and wave height in the short transverse setting of stalloy is to ripple, and ripple becomes annular ripple in filler, can increase surface area and moisture film stroke, prolongs the popular time of moisture film in packing sheet;
3. according to the heating power resistance result of calculation of cooling tower, determine the size of required film-cooled heat and critical piece, comprise wave height, the pitch of waves, the specific surface data of packing sheet 10;
4. carry out Mechanics Calculation according to the physical parameter of steel and the fixed form of employing, determine to satisfy the lamella thickness of Mechanics Calculation minimum, the minimum wall thickness (MINI W.) that the packing sheet size that calculates with cooling tower heating power, resistance and Mechanics Calculation draw carries out blanking, wherein, the length of packing sheet 10 be L1 (L1=L '+2a1, L is cooling zone length, fixed area length is a1 in the installing hole of two ends, and L ' is the length of run of L), highly be H1, thickness is δ 1, and expanded view is referring to shown in Figure 1;
5. by waveform, wave height, the pitch of waves of calculative determination packing sheet 10 is processed, obtained the packing sheet 10 (after the processing, the cooling head of district is L, highly is H1) of required waveform.As shown in Figure 2, packing sheet 10 is folding corrugated plating, and it comprises folding wave band 1 shown in Figure 2 to folding wave band 4, and wherein, folding wave band 1 one sides also are provided with connecting section and welding section (referring to illustrated in figures 1 and 2) in hole milling external connecting section, the hole milling.
The making of securing member
For the antidetonation cooling tower, satisfying Aseismic Design is one of key problem, must solve reliably installation and the connectivity problem of filler.Packing sheet directly is welded on the mounting plate the simplest and the most direct, but there are the following problems: the filler weld seam in antidetonation cooling tower reaches several thousand, and the work on the spot amount is large; End section in construction is difficult to shelter oneself because of the workmen, can't implement welding; After the installation, if filler is damaged, can't overhaul; And weld seam is at the easy corrosion in steam contact zone.
In order to satisfy shockproof requirements, when limit seismic condition, filler self and must not connect wrecks, namely under the shock effect of the level that designs and vertical acceleration, keep self relative displacement not occuring, what perhaps occur is local recoverable elastic displacement, does not affect the normal operation after the earthquake.
Under the condition that adopts stalloy, when adopting packing sheet and mounting plate Site Welding not to meet the demands, the present invention has taked the welding thinking of a kind of indirect utilization steel material, introduced the mounting means of fixed axis: be about to the welding of packing sheet two ends and fixed axis, in the installing hole of the parallel insertion mounting plate of fixed axis, then the installing hole top is sealed by closure stud.So, both solve the problem that end, packing area section that direct welding exists can't be welded, also solved the difficult problem that the packing sheet that may occur after the welding can't overhaul.
In the mounting plate, passing through of packing sheet only need be satisfied in the installing hole outlet aperture, much smaller than the diameter of fixed axis, guaranteed can not deviate from from installing hole with the packing sheet of fixed axis welding.Packing sheet is stalloy, and the strain of trace self can occur when limit earthquake occurs, but because the contact point of adjacent packing sheet oppositely offsets, same when stressed distortion opposite, played mutual restriction and consumption.In addition, the further displacement of packing sheet is subject to the restriction of two ends fixed axis, and micro-deformation can recover by the reversibility of stalloy self, can not cause autoclasia, guaranteed earthquake after packing sheet can work.
Extremely shown in Figure 5 below in conjunction with Fig. 3, describe making and the installation method of packing sheet 10 in the nuclear power station antidetonation cooling tower filler structure of the present invention and securing member thereof in detail, wherein, mounting plate 30 and installing hole 302 manuscripts are referring to shown in Figure 4, installing hole 302 processing and the enlarged diagram installed be referring to (describing for example take the two-sided mounting plate 30 that is provided with installing hole 302 among Fig. 5) shown in Figure 5, and the schematic diagram of packing sheet 10 after together with fixed axis 20 insertion installing holes 302 is referring to shown in Figure 6.
1. adopt steel column as fixed axis 20, the steel column that two ends and the diameter of packing sheet 10 length directions is d1 is implemented to weld by solder joint S along the steel column axial external surface, the length of steel column is identical with the height of packing sheet 10, referring to shown in Figure 3;
2. packing sheet 10 is carried out surface treatment together with fixed axis 20, with antiseptic power and the hydrophilicity thereof of further raising packing sheet 10;
3. according to Strength Calculation and process Installation requirement, adopt height H 1+h1 (wherein, h1 is the height that internal thread hole 304 is set), length L 2, it is that δ 2, two-sided installing hole 302 thickness that arrange are that the steel plate of δ 3 is as mounting plate 30 that single face arranges installing hole 302 thickness;
4. adopt processing equipment that mounting plate 30 is carried out hole milling, all installing holes 302 are just the same, be connected circular installing hole 302, the aperture in circular mounting hole 302 is d2, installing hole 302 is d3 with plate outer wall distance, and installing hole 302 outlets are wide to be d4, and the degree of depth is d3, connected circular installing hole 302 and beeline channel 306 run through the short transverse extension of mounting plate 30, and be namely contour with mounting plate 30.Installing hole 302 spacings equal the structural thickness sum between connected circular installing hole 302 apertures and the two adjacent groups installing hole 302, also equate with packing sheet 10 pitch of fins.The aperture in circular mounting hole 302 is greater than fixed axis 20 diameters and reserve and to use when certain space is regulated in order to installing, and the exit width of installing hole 302 satisfies the installation requirement of packing sheet 10, and the degree of depth satisfies the requirement of strength that packing sheet 10 is installed.Need only turn on closure stud during maintenance, hand-held packing sheet 10 two ends are taken out from installing hole 302 and are got final product.
Construction and installation method
To shown in Figure 10, describe nuclear power station antidetonation cooling tower filler structure of the present invention and installation method thereof below in conjunction with Fig. 6 in detail:
1. make packing sheet 10, fixed axis 20 and mounting plate 30 according to top technique, all need strictly to detect the processing dimension of each packing sheet 10, fixed axis 20 and mounting plate 30 from blanking to processing and even the finished product course of receiving.After transporting to the job site, also need to detect the distance of 20 of each mounting plate 30 and two fixed axis before the installation, detect mounting plate 30 and interior installing hole 302 sizes thereof and whether meet design requirement;
2. will play the fixing girder 60, coaming plate 40 of being connected with supporting role in tower connects according to mode shown in Figure 7: will be with mounting plate 30 back sides and the welding of the embedded bar in the reinforced concrete enclosure 50 of single face installing hole 302, and bottom surface and pre-buried base plate 90 pass through solder joint S and weld; With two-sided mounting plate 30 and the welding of bottom girder 60 end faces with installing hole 302, end face and coaming plate 40 welding need to detect again between the mounting plate 30 before the construction and whether mounting plate 30 interior installing hole 302 sizes meet the requirements; Weld complete after, cast concrete.Coaming plate 40 adopts the steel plate, divide the tower body middle to separate and the coaming plate 40 of connection function and impaling seals and the coaming plate 40 of connection function outward by the position, the height at tower body middle part is H1, peripheral height is (not indicate) from air inlet upper limb collar tie beam to cat head flaggy lower edge, length is identical with the tower body width, and thickness is δ 4.The connect Please of mounting plate 30 (comprising the mounting plate 30 of single face installing hole 302 and the mounting plate 30 of two-sided installing hole 302) and roof beam structure and coaming plate 40 is referring to shown in Figure 7, and profile is respectively referring to Fig. 8 and shown in Figure 9.
3. the secondary beam 70 of weld filler layer and brace summer 80, its end face and girder 60 remain on sustained height and same plane, and the layout that is provided with secondary beam 70 and brace summer filler installing zone A after 80s sees also shown in Figure 10;
4. in the installing hole 302 with the fixed axis 20 parallel insertion mounting plates 30 at packing sheet 10 two ends;
5. another sheet packing sheet 10 with groove inserts in another installing hole 302 dorsad; And
6. tighten the blind bolt (not shown) of installing hole 302 end faces;
If because mismachining tolerance causes can't install the time, positive error is regulated by the knuckles that the gap is regulated, negative error can reduce packing sheet 10 nearly slot waves in the installing hole 302.
Nuclear power station antidetonation cooling tower according to above method installation, girder 60, secondary beam 70 and brace summer 80 place enclosure wall 50 to form beam frame structure by being welded to connect, comprise the filler installing zone A that is used for installing packing sheet 10 that several are surrounded by mounting plate 30 and coaming plate 40, the single or double of mounting plate 30 is provided with installing hole 302, packing sheet 10 is folding corrugated plating, the two ends of the length direction of packing sheet 10 are connected with fixed axis 20, fixed axis 20 correspondences firmly are inserted in the installing hole 302 of mounting plate 30 and are fastening by the blind bolt of tightening installing hole 302 end faces, adjacent packing sheet 10 is positive and negative stacked, and the contact point reverse elasticity offsets (after installing when being subject to geological process power, adjacent packing sheet 10 is in contact with one another and the contact point reverse elasticity offsets, perhaps, after installing, although the small gap of message between the adjacent packing sheet 10, but adjacent packing sheet 10 is in contact with one another and the contact point reverse elasticity offsets when being subject to geological process power).
Can find out in conjunction with above detailed description of the present invention, with respect to prior art, the present invention has following useful technique effect at least: utilize present machining level, at cost economic, be easy to construct, under the prerequisite of easy access, solved the anti-seismic problem of cooling tower soaking filler, satisfied the requirement that the cooling tower after the earthquake of the experience limit still can work, the continuation cooling that meets with limit earthquake afterreaction heap for nuclear power plant provides guarantee.
According to above-mentioned principle, the present invention can also carry out suitable change and modification to above-mentioned embodiment.Therefore, the specific embodiment that discloses and describe above the present invention is not limited to also should fall in the protection domain of claim of the present invention modifications and changes more of the present invention.In addition, although used some specific terms in this specification, these terms do not consist of any restriction to the present invention just for convenience of description.
Claims (10)
1. nuclear power station antidetonation cooling tower filler structure, it is characterized in that: comprise that several can install the filler installing zone of packing sheet, the filler installing zone is to be enclosed by mounting plate and coaming plate to form, wherein, mounting plate is provided with installing hole, and packing sheet is folding corrugated plating, and the two ends of packing sheet are connected with fixed axis, the fixed axis correspondence firmly is inserted in the installing hole of mounting plate, adjacent packing sheet positive and negative stacked and when being subject to geological process power the contact point reverse elasticity offset.
2. nuclear power station antidetonation cooling tower filler structure according to claim 1, it is characterized in that: the two ends of described packing sheet are fixed on the outer surface of fixed axis by welding.
3. nuclear power station antidetonation cooling tower filler structure according to claim 1 is characterized in that: described packing sheet be provided with perpendicular to water film flow in the antidetonation cooling tower to the horizontal annular ripple.
4. nuclear power station antidetonation cooling tower filler structure according to claim 1, it is characterized in that: the installing hole on the described mounting plate is the connected circular installing hole, the circular mounting hole is connected with can be for the beeline channel of packing sheet insertion, and circular mounting hole and beeline channel run through the short transverse extension of mounting plate.
5. nuclear power station antidetonation cooling tower filler structure according to claim 1, it is characterized in that: the top of described mounting plate is provided with internal thread hole, is installed in the installing hole of described mounting plate to the threaded connection detachable of described fixed axis by bolt and internal thread hole.
6. nuclear power station antidetonation cooling tower filler structure according to claim 1, it is characterized in that: described filler installing zone places on the beam frame structure that is welded by girder, secondary beam and brace summer, the filler installing zone is arranged with enclosure wall outward, be provided with the back side of mounting plate of installing hole and the embedded bar in the enclosure wall near the single face of enclosure wall and be welded to connect, bottom surface and pre-buried base plate are welded to connect; Be provided with the mounting plate of installing hole and the end face of bottom girder is welded to connect enclosure wall inner region setting two-sided, end face and coaming plate are welded to connect.
7. each described nuclear power station antidetonation cooling tower filler structure in 6 according to claim 1, it is characterized in that: described packing sheet is to be made by surface treated Thin Elastic steel disc, and described coaming plate is steel plate.
8. the installation method of a nuclear power station antidetonation cooling tower filler structure is characterized in that, may further comprise the steps:
1) girder, secondary beam and brace summer are placed enclosure wall by being welded to connect, form beam frame structure;
2) coaming plate and mounting plate are fixedly connected on the end face of beam frame structure, coaming plate and mounting plate are enclosed to form several filler installing zones, and wherein, the single or double of mounting plate is provided with installing hole;
3) provide the packing sheet that is folding corrugated plating, the two ends of packing sheet are connected with fixed axis; And
4) the fixed axis correspondence is inserted in the installing hole of mounting plate, adjacent packing sheet is positive and negative stacked, and the contact point reverse elasticity offsets when being subject to geological process power.
9. installation method according to claim 8, it is characterized in that: the top of described mounting plate is provided with internal thread hole, described fixed axis be by the threaded connection detachable of bolt and internal thread hole be installed in the installing hole of described mounting plate.
10. installation method according to claim 8, it is characterized in that: described packing sheet is to be made by surface treated Thin Elastic steel disc, and described coaming plate is steel plate.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210374769.0A CN102865770B (en) | 2012-09-29 | 2012-09-29 | Nuclear power station aseismic cooling tower filler structure and mounting method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210374769.0A CN102865770B (en) | 2012-09-29 | 2012-09-29 | Nuclear power station aseismic cooling tower filler structure and mounting method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN102865770A true CN102865770A (en) | 2013-01-09 |
| CN102865770B CN102865770B (en) | 2014-11-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210374769.0A Active CN102865770B (en) | 2012-09-29 | 2012-09-29 | Nuclear power station aseismic cooling tower filler structure and mounting method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108168360A (en) * | 2018-02-02 | 2018-06-15 | 无锡市祥隆塑料科技有限公司 | A kind of cooling tower filler easy to install and its installation method |
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| US3084918A (en) * | 1960-04-21 | 1963-04-09 | Fluor Corp | Corrugated packing for counterflow cooling towers |
| CN2148306Y (en) * | 1993-02-02 | 1993-12-01 | 宫浚泽 | Corrugated gauze packing sheet |
| DE102006025303A1 (en) * | 2006-05-31 | 2007-12-06 | Bernd Hewing | Heat exchanger for cooling towers of power stations, comprises two foil plate elements, which are arranged one above the other, curved or structured, lie together at contact fields and have two holes with projecting edges |
| CN101797668A (en) * | 2008-12-19 | 2010-08-11 | Spx冷却技术有限公司 | Fill pack assembly and method with bonded sheet pairs |
| CN202304477U (en) * | 2011-10-27 | 2012-07-04 | 南京大洋冷却塔股份有限公司 | Square cross-flow type sideward air-exhausted cooling tower |
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2012
- 2012-09-29 CN CN201210374769.0A patent/CN102865770B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3084918A (en) * | 1960-04-21 | 1963-04-09 | Fluor Corp | Corrugated packing for counterflow cooling towers |
| CN2148306Y (en) * | 1993-02-02 | 1993-12-01 | 宫浚泽 | Corrugated gauze packing sheet |
| DE102006025303A1 (en) * | 2006-05-31 | 2007-12-06 | Bernd Hewing | Heat exchanger for cooling towers of power stations, comprises two foil plate elements, which are arranged one above the other, curved or structured, lie together at contact fields and have two holes with projecting edges |
| CN101797668A (en) * | 2008-12-19 | 2010-08-11 | Spx冷却技术有限公司 | Fill pack assembly and method with bonded sheet pairs |
| CN202304477U (en) * | 2011-10-27 | 2012-07-04 | 南京大洋冷却塔股份有限公司 | Square cross-flow type sideward air-exhausted cooling tower |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108168360A (en) * | 2018-02-02 | 2018-06-15 | 无锡市祥隆塑料科技有限公司 | A kind of cooling tower filler easy to install and its installation method |
| CN108168360B (en) * | 2018-02-02 | 2023-09-29 | 无锡市祥隆塑料科技有限公司 | Cooling tower filler easy to install and installation method thereof |
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| Publication number | Publication date |
|---|---|
| CN102865770B (en) | 2014-11-05 |
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