EP1153854A2 - Domschacht und Tankvorrichtung mit einem Domstutzen und einem Domschacht - Google Patents
Domschacht und Tankvorrichtung mit einem Domstutzen und einem Domschacht Download PDFInfo
- Publication number
- EP1153854A2 EP1153854A2 EP01108121A EP01108121A EP1153854A2 EP 1153854 A2 EP1153854 A2 EP 1153854A2 EP 01108121 A EP01108121 A EP 01108121A EP 01108121 A EP01108121 A EP 01108121A EP 1153854 A2 EP1153854 A2 EP 1153854A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- dome
- shaft
- dome shaft
- cathedral
- shaft according
- 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.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/14—Covers for manholes or the like; Frames for covers
- E02D29/1463—Hinged connection of cover to frame
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/02—Wall construction
- B65D90/06—Coverings, e.g. for insulating purposes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/10—Manholes; Inspection openings; Covers therefor
- B65D90/105—Manholes; Inspection openings; Covers therefor for underground containers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/48—Arrangements of indicating or measuring devices
- B65D90/50—Arrangements of indicating or measuring devices of leakage-indicating devices
- B65D90/501—Arrangements of indicating or measuring devices of leakage-indicating devices comprising hollow spaces within walls
- B65D90/503—Arrangements of indicating or measuring devices of leakage-indicating devices comprising hollow spaces within walls under pressure or vacuum
Definitions
- the invention relates to a manhole and a tank device a cathedral spout and a cathedral shaft.
- Underground tanks are usually at a distance from the ground surface arranged and the distance between the tank and the ground surface or an area close to the ground surface is marked by a Bridge over the cathedral.
- a dome spout and around the dome spout the cathedral shaft extends. The diameter of the cathedral shaft is therefore regularly larger than the diameter of the cathedral spigot.
- the DIN standard 6626 specifies steel dome shafts that they are used for Include the necessary tank equipment and serve one if possible unimpeded control of the storage containers and their safety devices should enable.
- the cathedral shafts also allow small losses to recognize and eliminate.
- Dome shafts can be square or round. Further can they be shared for manufacturing reasons or also height adjustable. Straighten the cross sections of the cathedral shafts according to the sizes of the container domes, whereby according to DIN 6626 the clear width of the cathedral shaft regularly far larger than the clear width of the cathedral spire.
- the cathedral shaft has its functions specified by the DIN standard can meet, it is in an area surrounding the cathedral spigot welded to the top of a steel container.
- the weld seam must be designed to be liquid-tight so that it can be recognized in the cathedral shaft Losses can be eliminated.
- the invention is therefore based on the object, a cathedral shaft and propose a fueling device that will only allow it on the construction site to connect the dome shaft to the tank container.
- This task is solved with a dome shaft, which is in an installed position lower area a fastening device with at least one has a sealingly compressible surface.
- a special fastening device allows the Dome shaft, if necessary, only on site at the construction site with the tank container to connect and, depending on the local requirements, a cathedral shaft with a specially adapted dome shaft length and can be determined on site radial alignment.
- the fastening device has a strap. This will make it easier to place the cathedral shaft on the Construction site in accordance with the correct alignment of the connecting pieces for Align the pipe connections and preferably turn them continuously the optimal position is reached.
- the surface which can be pressed in a sealing manner according to the invention can be a screwed-on surface Flange, a plant between conically interacting Surfaces or a locking device.
- the specialist most different embodiments common.
- the fastening device has a seal.
- the seal allows voids remaining between the surfaces fill out and also deformations of the opposite Compensate areas, for example as a result of temperature fluctuations. This is especially the case when the opposite Surfaces are made of different materials.
- the tank and the manhole can be made of different materials such as for example metal and plastic and especially steel and plastic are built up.
- a particularly advantageous embodiment provides that the fastening device two seals and a cavity formed between them with a control opening. This allows, for example, in the cavity created between the seals a negative pressure to generate and check at the control opening whether the vacuum is still is available. Thus, the tightness between the dome shaft and the container Safe and easy even long after installation be checked.
- the inspection opening is accessible from the inside of the cathedral shaft. This allows even after Installation of the cathedral shaft in a simple way, the inspection opening check in order to exclude leaks with certainty.
- the sealingly compressible surface in the installed position is arranged vertically.
- this makes it easy to slide on of the cathedral shaft on the cathedral spout and on the other hand can Frame the length of the dome socket the position of the dome shaft relative to the tank container can be varied. This allows the effective ones to be varied Length of the cathedral shaft by the amount of the height of the cathedral support.
- dome shaft with tank containers with a Dome connector which has a radially outer flange a manhole attachment proposed that one horizontally in the installed position Has flange and a vertical collar.
- the horizontal flange is used to attach the manhole attachment to the flange of the dome connector and the vertical collar serves as an attachment for the sealingly compressible Area of the cathedral shaft.
- This also allows existing standard tanks to be used to retrofit the cathedral shaft according to the invention.
- An advantageous embodiment of the cathedral shaft provides that he lower region has an opening and radially outside of this opening a loss collection. This makes it possible, as with known ones Dome shafts can be seen radially outside the dome nozzle and eliminate. This loss collection is more advantageous Formed as a pool that extends around the cathedral spigot.
- the lower area is essentially round.
- the cathedral shaft is therefore optimal adapted to the shape of the dome socket and can be installed in radial direction.
- the invention allows at least the central area of the cathedral shaft to train from plastic. On the one hand, this means material costs and weight are saved and, on the other hand, corrosion avoided.
- the cathedral shaft is in an upper position in the installed position Area has a preferably sealed top shaft part.
- This upper part of the shaft forms the transition between the cathedral shaft and a cover made of steel, concrete or Cast iron.
- the top part of the shaft is preferably height-adjustable with an adjusting spindle arranged. This allows the position of the Adjust the upper part of the manhole to the floor level.
- the shaft top can either be aligned absolutely horizontally using adjusting spindles be or be arranged at an angle so that the one above Manhole cover corresponds optimally with the local floor level.
- the adjusting spindle is supported on a U-shaped ring is.
- This U-shaped ring serves on the one hand as a sealing ring and on the other hand as a clamping ring for the precise mounting of the shaft top in the middle of the shaft.
- the object on which the invention is based is also achieved with a tank device solved with a cathedral spigot and a cathedral shaft in which the cathedral shaft is attached to the cathedral stub.
- the attachment of the cathedral shaft to the cathedral connection opens up a variety of attachment options that are required when attaching the cathedral shaft on the container part underneath are either not possible or can only be realized with extremely high expenditure.
- the cathedral spout is usually a vertical cylindrical body that makes it possible to attach the cathedral shaft in a simple way.
- the dome shaft 1 shown in FIG. 1 has a lower area in the installed position 2 and an upper area 3.
- the fastening device 4 arranged, the two sealingly compressible surfaces having.
- These areas 5 and 6 are shown more clearly in FIG. in the Embodiment are these contact surfaces 5 and 6 effective surfaces of seals 7, 8, through which the dome shaft 1 with a dome connector 9 communicates.
- the seals 7 and 8 are each ring-shaped and extend between the cathedral shaft 1 and the cathedral stub 9 in each case circular line and between the seals 7, 8 and between Partial areas of the dome shaft 1 and the dome connector 9 become a cavity 10 limited.
- a control opening 11 is provided which, on the one hand, allows to apply a vacuum in the cavity 10 and on the other hand to check whether this negative pressure is maintained. So it's an easy one Leakage control of the transition area between cathedral shaft 1 and given cathedral spigot 9.
- the dome shaft 1 is against the dome spigot by means of a strap 12 9 pressed so that the seals 7 and 8 provide a secure seal cause. Since the seals 7 and 8 against the vertically arranged Dome connecting pieces 9 are pressed, the sealingly compressible also run Surfaces 5, 6 in the vertical direction. This allows it to be attached of the cathedral shaft 1 in the upper or lower area of the cathedral support 9 make a height adjustment.
- a loss collection 13 Radially outside the sealing surfaces 5 and 6 in the manhole 1 is a loss collection 13 provided that as an annular basin around Dome socket 9 is arranged around.
- the essentially cylindrical Shape of the dome shaft 1 enables the loss amount collection 13 is accessible from the inside of the cathedral shaft 1.
- the loss collection 13 is a rectangular in cross section Area 14 for connecting pipes (not shown) by means of Flanges or the like provided and extends again an area with a round cross-section.
- the cross section of the cathedral shaft is in both the upper 3 and the lower round area 2 at about 1.0 to 1.25 m.
- the tank container is made of sheet steel made and the lower 2 and middle part 14 of the cathedral shaft made of a thermoplastic.
- An upper shaft part 15 is arranged in the upper region 3 of the cathedral shaft 1, that is placed on the remaining cathedral shaft described so far is. As is shown more clearly in FIG. 3, there is essentially one U-shaped ring 16 on the middle and lower part of the cathedral shaft attached. Between this sealing and clamping ring and the one below lying part 14 is a when plugging the U-shaped ring 16 Seal 17 clamped. A centering piece 18 ensures an exact placement of the upper shaft part 15 on the middle piece 14.
- adjusting spindles 19 are provided, which allow the position of the upper shaft part 15 to change relative to the rest of the cathedral shaft thereby the position of a cover 20 placed on the upper shaft part to change. Is between the cover 20 and the upper shaft part 15 in turn a seal 21 arranged for a secure support of the Manhole cover 20 on the upper chess part 15 provides.
- the adjustment spindles 19 described are spaced apart on the circumference arranged to each other and allow the manhole cover 20 in one horizontal or adapted to the floor surface.
- the arrangement according to the invention makes it possible to pass through on the construction site the use of a shaft part with a special height the distance between to bridge the tank container and the floor surface.
- a The distance is preset by the position of the attachment of the Underside 2 of the dome shaft 1 reached on the dome connector 9, here there is a variation in the area of the height of the dome connector 9.
- the exact distance can be fine-tuned by the adjusting spindles 19 can be adjusted and even an inclined position of the manhole cover 20 can be brought about relative to the cathedral shaft 1.
- FIG. 4 shows a dome shaft 30 that can be retrofitted.
- the dome connector 31 has a radial outward facing flange 32.
- a manhole attachment 33 is provided, which is in the installed position a horizontal flange 34 and a vertical collar 35 having.
- the horizontal flange 34 is in the usual way the horizontal flange 32 of the dome connector 31 connected and the vertical collar 35 is used to attach the manhole 30 over the Seals 36, 37 in the manner described above.
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Pressure Vessels And Lids Thereof (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
Description
- Figur 1
- schematisch einen Schnitt durch das obere Ende eines Tankbehälters mit Domschacht und Schachtabdeckung,
- Figur 2
- einen vergrößerten Ausschnitt aus Figur 1 im Übergangsbereich zwischen Domstutzen und Domschacht,
- Figur 3
- einen Ausschnitt aus Figur 1 am oberen Ende des Domschachtes,
- Figur 4
- eine alternative Ausführungsform einer Tankvorrichtung und
- Figur 5
- einen vergrößerten Ausschnitt der Figur 4 im Übergangsbereich zwischen Domstutzen und Domschacht.
Claims (17)
- Domschacht, dadurch gekennzeichnet, dass er in einem in Einbaulage unteren Bereich (2) eine Befestigungseinrichtung (4) mit mindestens einer abdichtend anpressbaren Fläche (5, 6) aufweist.
- Domschacht, dadurch gekennzeichnet, dass die Befestigungseinrichtung ein Spannband aufweist.
- Domschacht nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Befestigungseinrichtung (4) eine Dichtung (7, 8) aufweist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die Befestigungseinrichtung (4) zwei Dichtungen (7, 8) und einen dazwischen gebildeten Hohlraum (10) mit einer Kontrollöffnung (11) aufweist.
- Domschacht nach Anspruch 4, dadurch gekennzeichnet, dass die Kontrollöffnung (11) vom Inneren des Domschachtes (1) zugänglich ist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass die abdichtend anpressbare Fläche (5, 6) in Einbaulage senkrecht angeordnet ist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass er einen Mannlochaufsatz (33) mit einem in Einbaulage waagerechten Flansch (34) und einem senkrechten Kragen (35) aufweist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass er im unteren Bereich (2) eine Öffnung aufweist und radial außerhalb dieser Öffnung einen Verlustmengenauffang (13).
- Domschacht nach Anspruch 8, dadurch gekennzeichnet, dass der Verlustmengenauffang (13) vom Inneren des Domschachtes (1) zugänglich ist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass der untere Bereich (2) im wesentlichen rund ausgebildet ist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass oberhalb des unteren Bereiches (2) ein im wesentlichen viereckiger mittlerer Bereich (14) vorgesehen ist.
- Domschacht nach Anspruch 11, dadurch gekennzeichnet, dass der mittlere Bereich (14) aus Kunststoff ausgebildet ist.
- Domschacht nach einem der vorherigen Ansprüche, dadurch gekennzeichnet, dass er in einem in Einbaulage oberen Bereich (3) ein vorzugsweise abdichtend angeordnetes Schachtoberteil (15) aufweist.
- Domschacht nach Anspruch 13, dadurch gekennzeichnet, dass das Schachtoberteil (15) mit einer Einstellspindel (19) höhenverstellbar angeordnet ist.
- Domschacht nach Anspruch 14, dadurch gekennzeichnet, dass die Einstellspindel (19) auf einem U-förmigen Ring (16) abgestützt ist.
- Domschacht nach einem der Ansprüche 13 bis 15, dadurch gekennzeichnet, dass der obere Bereich (3) im wesentlichen rund ausgebildet ist.
- Tankvorrichtung mit einem Domstutzen (31) und einem Domschacht (30), dadurch gekennzeichnet, dass der Domschacht (30) am Domstutzen (31) befestigt ist.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10022634A DE10022634A1 (de) | 2000-05-11 | 2000-05-11 | Domschacht und Tankvorrichtung mit einem Domstutzen und einem Domschacht |
DE10022634 | 2000-05-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1153854A2 true EP1153854A2 (de) | 2001-11-14 |
EP1153854A3 EP1153854A3 (de) | 2004-06-30 |
Family
ID=7641364
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01108121A Withdrawn EP1153854A3 (de) | 2000-05-11 | 2001-03-30 | Domschacht und Tankvorrichtung mit einem Domstutzen und einem Domschacht |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1153854A3 (de) |
DE (1) | DE10022634A1 (de) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1226492B (de) * | 1964-08-25 | 1966-10-06 | Karl Heinz Kubald | Domschacht fuer unterirdische Lagerbehaelter |
DE9414145U1 (de) * | 1994-09-01 | 1994-11-10 | Franz Göhler GmbH & Co. KG, 63768 Hösbach | Domschacht für Behälter mit einem Doppelmantel, insbesondere für unterirdische Tanks für brennbare Flüssigkeiten |
FR2742423A1 (fr) * | 1995-12-14 | 1997-06-20 | Liotard Metallurg | Citerne a puits d'equipement etanche |
US5950860A (en) * | 1996-10-08 | 1999-09-14 | Dover Corp. | Adjustable length storage tank sumps |
EP0963918A1 (de) * | 1998-06-09 | 1999-12-15 | Schütz-Werke GmbH & Co. KG. | Wassertank |
-
2000
- 2000-05-11 DE DE10022634A patent/DE10022634A1/de not_active Withdrawn
-
2001
- 2001-03-30 EP EP01108121A patent/EP1153854A3/de not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1226492B (de) * | 1964-08-25 | 1966-10-06 | Karl Heinz Kubald | Domschacht fuer unterirdische Lagerbehaelter |
DE9414145U1 (de) * | 1994-09-01 | 1994-11-10 | Franz Göhler GmbH & Co. KG, 63768 Hösbach | Domschacht für Behälter mit einem Doppelmantel, insbesondere für unterirdische Tanks für brennbare Flüssigkeiten |
FR2742423A1 (fr) * | 1995-12-14 | 1997-06-20 | Liotard Metallurg | Citerne a puits d'equipement etanche |
US5950860A (en) * | 1996-10-08 | 1999-09-14 | Dover Corp. | Adjustable length storage tank sumps |
EP0963918A1 (de) * | 1998-06-09 | 1999-12-15 | Schütz-Werke GmbH & Co. KG. | Wassertank |
Also Published As
Publication number | Publication date |
---|---|
EP1153854A3 (de) | 2004-06-30 |
DE10022634A1 (de) | 2001-11-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE102012108400A1 (de) | Standrohranordnung samt Befestigung zur Aufnahme und zur Gasversorgung von Belüftungskörpern in einem Abwasserklärbecken | |
DE10028655B4 (de) | Rohrverbindung und eine solche Rohrverbindung aufweisende, höhenverstellbare Hydranten | |
CH689169A5 (de) | Hoehenverstellbarer Hydrant. | |
WO2008009483A1 (de) | Erdtank | |
EP1153854A2 (de) | Domschacht und Tankvorrichtung mit einem Domstutzen und einem Domschacht | |
AT409875B (de) | Vorrichtung zum abdecken von schächten | |
EP0288781B1 (de) | Schacht aus Stahl zur Aufnahme von Tankausrüstung | |
WO2001083892A1 (de) | Schachtabdeckung für ein kanalisationsbauwerk | |
DE2851881A1 (de) | Absperrvorrichtung fuer gruben | |
DE2036217A1 (de) | Anschlußteil an einem Leitungssystem | |
EP0040791B1 (de) | Hauseinführung, für Medium-Transportleitungen insbesondere für Gas- und Wasserleitungen | |
DE2840528A1 (de) | Abstuetzvorrichtung fuer waagerecht liegende, zylindrische druckbehaelter | |
DE2305060A1 (de) | Drehbarer verteiler fuer bojen oder ankerungstuerme zum transport zumindest einer fluessigkeit zwischen einem schiff und einer lagerungsstelle | |
DE102018113748B3 (de) | Tankventil und Tank mit einem derartigen Ventil | |
DE19959250B4 (de) | Schachtbauwerk | |
DE102022124383A1 (de) | Ins Erdreich einzubauender Schacht mit einem Sicherungsanker sowie Sicherungsanker dafür | |
DE1989789U (de) | Vorgefertigter domschacht fuer mineraloeltanks. | |
CH682933A5 (de) | Kontrollschacht für ein Abwasserrohrsystem. | |
DD141602A1 (de) | Selbstschliessende zapfstelle fuer beregnungsmaschinen | |
DE9214295U1 (de) | Bausatz zur Sanierung senkrechter Rohre | |
AT2897U1 (de) | Vorrichtung zur lagerung von schachtabdeckungen u. dgl. | |
CH658695A5 (en) | Shaft cup device | |
DE102020129725A1 (de) | Einbaugarnitur mit Verankerung im Erdreich | |
DE1026706B (de) | Eruptionsduese fuer Erdoelsonden | |
DD144683A1 (de) | Arbeitsoeffnung,insbesondere rohrdurchfuehrung in der wandung eines betontanks |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
AKX | Designation fees paid | ||
18D | Application deemed to be withdrawn |
Effective date: 20041001 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: 8566 |