DK175748B1 - Assembly is between filter steel housing and concrete foundation structure and comprises intervening mechanical supporting part in electric filter or bag filter - Google Patents

Assembly is between filter steel housing and concrete foundation structure and comprises intervening mechanical supporting part in electric filter or bag filter Download PDF

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Publication number
DK175748B1
DK175748B1 DK200300782A DKPA200300782A DK175748B1 DK 175748 B1 DK175748 B1 DK 175748B1 DK 200300782 A DK200300782 A DK 200300782A DK PA200300782 A DKPA200300782 A DK PA200300782A DK 175748 B1 DK175748 B1 DK 175748B1
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DK
Denmark
Prior art keywords
filter
steel housing
concrete
concrete foundation
seal
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Application number
DK200300782A
Other languages
Danish (da)
Inventor
Lars Bo Groennegaard Pedersen
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F L Smidth Airtech As
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Priority to DK200300782A priority Critical patent/DK175748B1/en
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Abstract

The assembly is between a filter steel housing (1) and a concrete foundation base (2) and comprises an intervening mechanical supporting part in an electric filter or a bag filter. It comprises a number of layers (3) between the housing and the concrete and of a slide seal (4) between the lowest edge of the filter housing wall (5) and the concrete foundation upper edge. The supporting structure can be provided with base beams (6) which rest on the layers. The steel filter housing wall (7) and the concrete foundation slide surfaces (8) are formed as horizontal surfaces with elastic seal. The sealing part of the assembly is formed with horizontal surfaces of flat iron. The uppermost iron (7) is welded to the filter wall lowermost edge and the lowermost iron is moulded into the concrete foundation upper edge.

Description

i DK 175748 B1in DK 175748 B1

Denne opfindelse angår en gastæt mekanisk samling mellem et stålhus og en betonbundtragt i et elektrofilter eller et posefilter. Sådanne samlinger mellem stål og beton er nødvendige dér, hvor konstruktionen opvarmes til så høje temperaturer, at der er risiko for revnedannelser på grund af forskellen i termisk tidskonstant og dermed i den tidslige udvidelse af de to materia-i 5 ler.This invention relates to a gas-tight mechanical joint between a steel housing and a concrete floor in an electro filter or a bag filter. Such joints between steel and concrete are needed where the structure is heated to such high temperatures that there is a risk of cracking due to the difference in thermal time constant and thus in the temporal expansion of the two materials.

!‘ Opfindelsen finder anvendelse på filtre, som afstøver aggressive røggasser, hvor der er stor risiko for korrosion i filterbundtragten, exempli gratia filtre, som afstøver røggasserne fra en • sodakedel på en papirfabrik.The invention applies to filters that repel aggressive flue gases where there is a high risk of corrosion in the filter bottom, for example, filters that dust the flue gases from a soda boiler at a paper mill.

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Tidligere har både filterhus og bundtragt været bygget af beton, men da betonarbejde er mandskabskrævende, idet forskalling skal fremstilles og støbning skal foregå in situ, er der opstået et krav om, at så meget af filteret skal samles af stål på et værksted, og kun bundtragten skal bygges i beton på stedet.Previously, both the filter housing and the bottom funnel have been constructed of concrete, but since concrete work is man-made, since formwork must be manufactured and casting must be carried out in situ, a requirement has arisen that so much of the filter must be assembled from steel in a workshop and only the bottom funnel must be built in concrete on site.

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Der er derfor gjort forsøg på at udforme samlingen mellem hus og bundtragt, så revnedannelse ikke finder sted, ved at gøre samlingen fleksibel. Et af hovedproblemerne er i imidlertid, at denne samling foruden at være fleksibel også skal overføre store kræfter mellem hus og bundtragt, f.eks. statiske kræfter fra egenvægten og dynamiske kræfter fra et 20 jordskælv, samt trykkræfter.Therefore, attempts have been made to design the joint between the housing and the bottom funnel so that cracking does not occur by making the joint flexible. However, one of the main problems is that in addition to being flexible, this assembly must also transfer large forces between the housing and the bottom funnel, e.g. static forces from the gravity and dynamic forces from a 20 earthquake, as well as compressive forces.

I et japansk skrift nr. 63156555 er hele filterhuset fremstillet i betonelementer, som med klaringer og pakninger mellem betonbjælker og betonplader kan udvide sig termisk, og således undgå at revne. Disse betonelementer fremstilles på værksted og samles ligesom en 25 elementbygning.In Japanese Patent No. 63156555, the entire filter housing is made of concrete elements which, with clearances and gaskets between concrete beams and concrete slabs, can expand thermally, thus avoiding cracking. These concrete elements are manufactured in a workshop and assembled like a 25 element building.

I et amerikansk patentskrift nr. US 6,440,199 er revnerisikoen i et elektrofilter med stålhus og betonbundtragt forsøgt fjernet ved at fæstne væggene til den bærende struktur med relativt fleksible samlinger. Væggene og den bærende struktur er forneden fæstnet stift til bundtragten 30 ved indstøbning, men tillader ellers bevægelser imellem sig. Det kan dog betvivles, om de delvis fleksible og delvis stive samlinger helt kan modvirke termisk forårsagede revner.In U.S. Patent No. 6,440,199, the crack risk in an steel filter and concrete floor electrofilter has been attempted to be removed by attaching the walls to the support structure with relatively flexible joints. The walls and the supporting structure are attached rigidly to the bottom funnel 30 by molding, but otherwise allow movement between them. However, it is questionable whether the partially flexible and partially rigid joints can completely counteract thermally caused cracks.

Den foreliggende opfindelse har til formål at angive en samling konstrueret ud fra et princip om fuldstændigt at adskille den bærende stålstruktur, hvor store kræfter forekommer, fra den 35 tætnende samling mellem stålvægge og betonbundtragt, så udvidelsesforskellen optages uden risiko for revner. Dette opnås ved det i krav 1 's kendetegnende del angivne, dvs. ved at de bærende dele for strukturen, et antal glide- eller rullelejer, er helt adskilt fra tætningen, hvor de mekaniske spændinger er meget små.The present invention aims to provide a joint constructed from a principle of completely separating the load bearing steel structure from the sealing joint between steel walls and concrete floor so that the expansion difference is absorbed without the risk of cracking. This is achieved by the characterizing part of claim 1, i.e. in that the supporting parts for the structure, a number of sliding or roller bearings, are completely separated from the seal, where the mechanical stresses are very small.

i 40 Opfindelsen vil nedenfor blive beskrevet i yderligere detailler med henvisning til de ledsagende tegninger, hvor figur 1 viser et tværsnit af filterhus og bundtragt som eksempel på den givne opfindelse, 45 figur 2 viser tætningsdetailler for en tætning med paksnor, figur 3 viser tætningsdetailler for en tætning med anvendelse af en paksnor, ogThe invention will be described in further detail below with reference to the accompanying drawings, in which: Figure 1 shows a cross-section of filter housing and bottom funnel as an example of the given invention; Figure 2 shows sealing details for a sealing cord seal; Figure 3 shows sealing details for a seal using a packing cord; and

I DK 175748 B1 II DK 175748 B1 I

2 I2 I

I figur 4 viser tætningsdetailler for en tætning med anvendelse af fugemasse. IFigure 4 shows sealing details for a seal using sealant. IN

På figur l ses et eksempelk på et tværsnit af et stålhus's bærende struktur med tagbjælker (12), IFigure 1 shows an example of a cross-section of the steel structure's supporting structure with roof beams (12).

søjler (13) og bundbjælker (6). Samlingen mellem stålhus og betonbundtragt udgøres af en Icolumns (13) and bottom beams (6). The joint between the steel housing and the concrete floor is an I

I 5 mekanisk bærende del mellem stålhuset (1) og betonbundtragten (2) bestående af et antal lejer IIn a mechanical bearing part between the steel housing (1) and the concrete bottom funnel (2) consisting of a number of bearings I

(3) mellem filterhuset og betonen, samt af en glidetætning (4) mellem filterhusets vægges (5) I(3) between the filter housing and the concrete, and of a sliding seal (4) between the walls of the filter housing (5)

I underste kant og betonbundtragtens overkant. < IAt the bottom edge and the top of the concrete floor. <I

På figur 2 er den bærende samling (3) og den tætnende samling (7, 8, 9) vist i forstørrelse. IIn Figure 2, the supporting assembly (3) and the sealing assembly (7, 8, 9) are shown in magnification. IN

I 10 Understøtningslejet (3) mellem en bundbjælke (6) og betonens (2) overkant er her vist som et IThe support bed (3) between a bottom beam (6) and the top of the concrete (2) is shown here as an

rulleleje (3), men det kan også være et glideleje med f.eks. PTFE. Man ser væggen (5), der Iroller bearing (3), but it can also be a slide bearing with e.g. PTFE. You see the wall (5) that you

I her ender i et horisontalt fladjem (7), som sammen med det i betonen indstøbte fladjem (8) og IYou end up here in a horizontal flathead (7) which together with the flathead embedded (8) and I

pakningen (9) skaber en gastæt, fleksibel samling. Ithe gasket (9) creates a gas-tight, flexible assembly. IN

I 15 Figur 3 viser en første udformning af tætningen, hvor en på fladjemet (7) påsvejset stålskinne IIn Figure 3, a first embodiment of the seal is shown, in which a steel rail welded to the flat member (7)

I (10a) danner modhold for paksnoren (9), der presses ind mod stålskinnen (10a) af et II (10a) forms a restraint for the packing cord (9) which is pressed against the steel rail (10a) by an I

I vinkeljem (10b) ved hjælp af boltene (14). IIn angular body (10b) by means of the bolts (14). IN

I Figur 4 viser en anden udformning af tætningen, hvor en fugemasse (11) er presset ind IFigure 4 shows another embodiment of the seal where a sealant (11) is pressed into

I 20 imellem fladjemene (7) og (8). Fugen er af et passende elastisk materiale med en passende IIn between the flats (7) and (8). The joint is made of a suitable elastic material with a suitable I

I fugebredde, der begrænser bøjningskræfteme i væggen (5), så de mekaniske spændinger ikke IIn joint widths which limit the bending forces in the wall (5) so that the mechanical stresses do not

I overskrider revnespændingsgrænsen. IYou exceed the crack voltage limit. IN

Η IΗ I

I viIn vi

Claims (5)

1. En mekanisk samling mellem et filterstålhus (l) og en betonbundtragt (2) i et elektrofilter eller et posefilter kendetegnet ved at den omfatter et antal lejer (3) mellem filterstålhuset og betonbundtragten samt en tætning (4) mellem filterstålhusets vægges 5 underste kant og betonbundtragtens overkant.A mechanical assembly between a filter steel housing (1) and a concrete bottom funnel (2) in an electrical filter or a bag filter characterized in that it comprises a plurality of bearings (3) between the filter steel housing and the concrete bottom funnel and a seal (4) between the lower edge of the filter steel housing 5 and the upper edge of the concrete floor. 2. En mekanisk samling ifølge krav l kendetegnet ved, at filterstålhuset forneden er forsynet med bundbjælker (6), som hviler på lejer (3), der igen hviler på kanten af betonbundtragten (2), og hvor filterstålhus væggenes og betonbundtragtens glideflader (7, 8) I0 er udformet som vandrette flader med elastisk tætning (9, 11).A mechanical assembly according to claim 1, characterized in that the filter steel housing is provided with bottom beams (6) which rest on bearings (3), which in turn rest on the edge of the concrete floor funnel (2), and wherein the filter steel housing slides the walls and concrete floor funnel (7). , 8) I0 is designed as horizontal surfaces with elastic seal (9, 11). 3. En mekanisk samling ifølge krav 2 kendetegnet ved, at de vandrette tætningsflader består af fladjem, det øverste jem (7) svejset til filterstålhusvæggens nederste kant, og det nederste jem (8) indstøbt i betonbundtragtens overkant. 15A mechanical joint according to claim 2, characterized in that the horizontal sealing surfaces consist of flat dams, the upper iron (7) welded to the lower edge of the filter steel housing wall and the lower iron (8) embedded in the upper edge of the concrete floor funnel. 15 4. En mekanisk samling ifølge krav 2 kendetegnet ved, at tætningen er en elastisk paksnor (9), som er presset mod de vandrette fladjem med en tilspændingsmekanisme (10a, 10b, 14). 20A mechanical assembly according to claim 2, characterized in that the seal is an elastic packing cord (9) which is pressed against the horizontal flat members with a tightening mechanism (10a, 10b, 14). 20 5. En mekanisk samling ifølge krav 2 kendetegnet ved, at tætningen omfatter en fugemasse (11), som er presset ind mellem fladjemene. JA mechanical joint according to claim 2, characterized in that the seal comprises a sealant (11) which is pressed in between the flat members. J
DK200300782A 2003-05-23 2003-05-23 Assembly is between filter steel housing and concrete foundation structure and comprises intervening mechanical supporting part in electric filter or bag filter DK175748B1 (en)

Priority Applications (1)

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DK200300782A DK175748B1 (en) 2003-05-23 2003-05-23 Assembly is between filter steel housing and concrete foundation structure and comprises intervening mechanical supporting part in electric filter or bag filter

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Application Number Priority Date Filing Date Title
DK200300782 2003-05-23
DK200300782A DK175748B1 (en) 2003-05-23 2003-05-23 Assembly is between filter steel housing and concrete foundation structure and comprises intervening mechanical supporting part in electric filter or bag filter

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DK200300782A DK200300782A (en) 2004-11-24
DK175748B1 true DK175748B1 (en) 2005-02-07

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