EP2631370A2 - Cabine souterraine - Google Patents

Cabine souterraine Download PDF

Info

Publication number
EP2631370A2
EP2631370A2 EP13156084.9A EP13156084A EP2631370A2 EP 2631370 A2 EP2631370 A2 EP 2631370A2 EP 13156084 A EP13156084 A EP 13156084A EP 2631370 A2 EP2631370 A2 EP 2631370A2
Authority
EP
European Patent Office
Prior art keywords
wall
frame
strips
main body
shaft
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.)
Granted
Application number
EP13156084.9A
Other languages
German (de)
English (en)
Other versions
EP2631370A3 (fr
EP2631370B1 (fr
Inventor
Günter Irmer
Helmut Perschon
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Berthold Sichert GmbH
TE Connectivity Germany GmbH
Original Assignee
ADC GmbH
Berthold Sichert GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from DE102012101366A external-priority patent/DE102012101366B3/de
Priority claimed from DE202012100568U external-priority patent/DE202012100568U1/de
Application filed by ADC GmbH, Berthold Sichert GmbH filed Critical ADC GmbH
Publication of EP2631370A2 publication Critical patent/EP2631370A2/fr
Publication of EP2631370A3 publication Critical patent/EP2631370A3/fr
Application granted granted Critical
Publication of EP2631370B1 publication Critical patent/EP2631370B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • E02D29/121—Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the connection between shaft elements, e.g. of rings forming said shaft
    • 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
    • E02D29/124—Shaft entirely made of synthetic material

Definitions

  • the invention relates to a usually arranged at ground level in the underground underfloor shaft, as it is required to lead underground cables in the subfloor shaft laterally in and out and usually in the underfloor shaft connecting the incoming and outgoing cables and against external moisture by means of a sleeve , usually a potting sleeve, seal.
  • Such underfloor shaft has a trough-shaped main body, which is embedded in the ground and ends with its upper edge approximately flush with the earth's surface, and in which the cable connections are housed.
  • the entire top of the main body forming opening is closed by an attached solid lid, which is usually made of metal.
  • the trough-shaped main body currently usually consists mostly of concrete or sometimes metal, such as cast iron, and is usually made in one piece.
  • the problem is to introduce the underground cables already laid underground, which consequently terminate freely in a provisionally created excavation of the ground, into the main body by means of corresponding cable passages in its walls.
  • the underfloor shaft should not be completely waterproof in order to drain seepage water that has penetrated downwards, however, there must be sufficient impermeability to the penetration of the soil and large quantities of water, especially in the upper area.
  • this underfloor shaft Since the trough-shaped main body of this underfloor shaft is composed of several parts, it can be assembled from these items only in the excavation in the ground, which has significant advantages in that the items much easier inserted into the excavation and under the in the excavation into it above ground cable can be introduced.
  • the items are finned plastic parts - except stiffeners, which are made of metal - they are relatively light and easy to handle well in the excavation and unfavorable posture, which, given the fact that such a sub-shaft considered in the supervision quite a size 0.8 x 1.5 m, is a significant advantage.
  • large concrete parts could only be moved with a lifting device, while individual wall parts or the posts made of plastic can be moved and used by hand.
  • the bottom parts and wall parts have a smooth outer surface, so that when installed the soil can not later slip into the open recesses between outwardly facing ribs, which regularly has a lowering of the surface around the shaft around, and can get caught in depressions of the underfloor shaft, which makes subsequent removal and removal much more difficult.
  • the wall plates in the form of the paired wall strips are arranged at the location with respect to the circumference and height of the main body, where they are actually required due to the exit point of the underground cables, so that further excavation, bending and the like of the underground cables is substantially avoided: Because preferably the entire walls of the main body consist exclusively of wall panels in which passage openings for cables can be opened when needed.
  • the structure of the main body from bottom to top is completed, so first placed the bottom plate on the bottom of the excavation and possibly leveled, preferably already before the lower Frame placed on top of the bottom plate and was firmly connected to this.
  • the wall panels are previously formed from two mirror images of each other, so upper and lower, wall strip formed and clamped by means of clamping screws against each other.
  • grounding cables are first cut out of the wall strips of this wall panel at the points where a cable is to be passed through the cable openings, and the breakaway plates are cut out of the cable passage recesses, and only then then brought the two wall strips of this wall plate from the top and bottom of the underground cables, positioned on the already mounted underlying wall panels and then only one hand by means of the clamping screws the two wall strips of this wall plate braced against each other and on the other hand this wall plate in the corner areas with the adjacent, on the same High-lying wall panels connected.
  • a seal for example made of an elastic material, for example a foam, is inserted between the cable and the passage opening, preferably inserted in the longitudinal direction of the cable.
  • the walls of the main body are built up to the last uppermost wall parts.
  • the upper frame is placed, which in turn is fixed by means of appropriate rotary latch to the underlying wall panels.
  • the successive parts such as wall panels and frames are preferably secured against slipping transversely to its main plane, preferably by partially vertically interlocking.
  • the frames are preferably considered in two parts when viewed from above and consist of two U-shaped frame parts in order to make them easier to transport and above all to be able to produce with different lengths of free legs of the frame parts in an injection mold frame for different sizes of shafts.
  • the gap between the frame parts should be as far as possible from the joint between the bottom plates and not at the same point of the circumference.
  • the advantage of this wall structure is the ease of installation due to function separations.
  • connection in the corner area is made by having a variety of wall panels, e.g. extending in the longitudinal direction of the underfloor shaft wall panels, extending beyond the corner region and laterally in the end region have a connection device, which preferably consists in that on one wall plate vertically extending, undercut grooves are present, and the other wall plate to be connected thereto as Tongue has matching projections, which can be designed preferably also conical in the vertical insertion direction.
  • the rotary bars are preferably not directly in the corner area, but offset from this, because directly in the corner area are vertically all wall panels flush penetrating through holes available, which are used for insertion of stiffening tubes, e.g. made of metal, and then pass through the walls of the underfloor shaft from the top frame to the lower frame.
  • wall strips are usually semicircular, up or down open, cable passage depressions for the same ever the same cable diameter available, which are initially all closed by frangible plates, but there are optional wall strips for different cable diameters and if necessary, wall strips can be created , in which openings for different cable diameters are present side by side, depending on the circumstances at the installation site.
  • the height of the wall panels there is a grid, which is given by the height of the wall panels for the smallest cable diameter. All other wall panels have a height equal to this height or an integer multiple thereof.
  • the wall panels can all be the same height - which is the preferred solution - namely the same high wall panels, but with different sized cable passages in it.
  • the transverse displacement of stacked wall parts is prevented by the stiffening tubes in the vertical through holes, which are preferably housed in the corner.
  • the stability of the entire main body over the height of its walls is not ensured by a single, continuous over the entire height tie rods or the like, because then this tie rod and thus the stability of the main body could be made only when the entire main body is constructed.
  • the stiffening tubes can also be used at the beginning or during the growth of the walls and then used as guide tubes for the newly aufnatural wall parts.
  • reinforcements made of flat material such as metal which is preferably placed when creating each wall plate, for example, the top of the upper wall bar before the clamping screws are used to screw these against the lower wall bar of the wall plate.
  • these flat iron also need through holes through which the next coming from above rotary latch as well as the clamping screws can pass through them in the lower wall plate.
  • the bottom plate In order not to let the bottom plate on the one hand too heavy and on the other hand to be able to bring well into the excavation, which is usually to be able to bring under it protruding underground cables, the bottom plate is preferably divided, for example, halved in the longitudinal center, or even stronger divided so that the items are easy to handle and insertable.
  • the items of the bottom plate are either plugged together or preferably connected to each other by means of the lower frame screwed thereon.
  • the height of the main body can be varied, depending on the number of superimposed wall parts.
  • the kit includes - optionally or in the basic equipment - clamping screws to screw each two wall strips to a wall plate vertically against each other and / or screw the corresponding flat metal strips for interposing between two wall panels that serve the additional stiffening.
  • kit may include a lower frame and / or a height compensation frame.
  • the main advantage of the prepared from these items main body is in the ease of installation, because in an excavation in the ground, projecting into the side of earth cables into creating such a main body, this should be possible as quickly as possible, with little effort and possible without auxiliary tools , When replacing an old shaft this should also be possible without loosening the cable connection housed in the shaft.
  • the bottom plate or the part bottom plates are placed on the bottom of the excavation, leveled there and brought to the correct height by appropriate underfilling, preferably after attaching the lower frame on top of the bottom plate.
  • the individual part of the bottom plates are then fixed against each other, for example, locked and / or put on, the joints cross-bottom frame, which is screwed into the Generalêtplatten.
  • the cable passage openings of this wall plate remain closed and the two wall strips of this wall plate can be screwed against each other with mutually facing cable passage depressions, ie with upper and lower wall bar, preferably below Insert a stiffening metal strip between the screw heads and the wall plate before inserting the clamping screws. This is done before installing the wall plate in the main body.
  • the predetermined breaking plates of the corresponding cable passages are first removed in the wall strips and thus opened the cable passage opening, and only then the two wall strips, one from below and one from above, against the corresponding one or more Ground cable laid and the two wall strips then - as described above - fixed against each other at the appropriate location in the wall of the main body.
  • Each new layer patch wall plates is positively locked with the underlying wall panels on top of inserted rotary latch, which extend through the newly patched wall plate and into the underlying wall plate.
  • the countersunk in the upper wall plate heads of the rotary latch serve simultaneously as a locking element for the next brought up from above lower end of the next rotary latch located above.
  • the upper frame possibly previously a compensation frame for the additional height, placed on top and in turn locked by means of turning bars against the underlying elements in height.
  • the stiffening tubes in the through holes in the corner areas are either inserted only at the end of the structure of the main body, but can also be used before and then serve as a guide for the next from above réelleschiebenden wall panels, if it is no longer such with open cable passages for underground cables, because these must be the bottom wall strip be set from below, which is no longer possible with existing upstanding stiffening tubes.
  • a main body which is not completely waterproof, but is sufficiently tight at least against penetrating soil and dirt and water still allows the drainage of infiltrated leachate through the ever-present residual gaps between the assembled components through to the outside.
  • FIGS. 1a and 1b show the underfloor shaft 1 without the cover which normally closes the open top of the main body 2 shown in operation.
  • plugged four strip-shaped formworks 3 are used only for casting a concrete upper end outside of the formwork 3 around. Thereafter, the formwork 3 is removed and reused and is therefore no longer present at the finished, in-service underground shaft. How best the exploded view of the Fig.
  • the main body 2 is rectangular in plan view and consists - from bottom to top - of a bottom of the main body 2 forming the bottom plate 5 and along the edge region closed rectangular peripheral wall parts 6, which are set one above the other, starting with the lower frame 14, then wall parts, each consisting of the length and the width of the circumference forming wall panels 7 , which in turn consist of a respective lower and an upper wall bar 8 a, b and an upper frame 4 placed on the uppermost wall panels 7 are the frame 4, 14 and / or the bottom plate 5 each divided in half.
  • FIGS. 2a to 2d In the FIGS. 2a to 2d is shown in each case a single wall plate 7 and their cohesion, which is best from the exploded view of Fig. 2 d lets recognize:
  • Each wall plate 7 consists of two identical or almost identical wall strips 8 a, b, which are arranged mirror-symmetrically to their contact surface. In the longitudinal direction 10 of the wall strips these have juxtaposed and in the longitudinal direction 10 of the wall strips 8 a, b spaced in each case semicircular cable passage recesses 13 which are open to the contact plane of the wall strips 8 a, b. In addition, these cable passage recesses 13 are closed by predetermined breaking plates 28 made of thin material and in particular close to the outside of the wall strips 8 a, b lying.
  • the wall strips 8 a, b are connected to a wall plate 7 by the wall strips with the open sides of their cable through-holes 13 are placed against each other and by means of clamping screws 15 which vertically and thus transversely to the longitudinal direction of the wall strips 8 a, b through both pass through and secured on the opposite side by means of nuts 26 , screwed against each other.
  • the wall strips 8 a, b therefore differ at most in terms of the design of their screw 17 at the free end, which may have a torsion-proof recess for inserting the nut 26 at the lower wall bar 8 b.
  • sealing sleeves not shown, between the underground cables and the surrounding wall panels can be inserted.
  • the wall strips 8 a, b also have vertically extending and with respect to the two wall strips 8 a, b mutually aligned through holes 19, in the top of each of which a rotary latch 18 can be used so that it is flush with its upper end face with the upper upper side of the upper wall bar 8a completes or even set back relative to this down.
  • the rotary latch protrudes with its lower end - as best in Fig. 2 c to recognize - down from the lower wall bar 8 b out.
  • This rotary latch 18 are not primarily the connection of the two wall strips 8 a, b with each other, but the attachment of the already assembled wall plate 7 on the underlying wall plate 7, to which the next higher is now placed.
  • the head of the pivot bolt 18 at the upper end has a slot 18a, which is the mouth of a disk inside undercut space which is dimensioned such that the knobs 18 b of an inserted from above brought up next rotating bolt 18 into the slot 18a and the knob 18b can be rotated in the slot 18a , causing it in the head of the rotary latch 18 is locked and can be pulled out of this only after he has completed the 90 ° rotation in the opposite direction.
  • a guide plate 18 c is also arranged round outer diameter, which serves as the head of the lateral guidance of the rotary latch 18 in the upper passage opening 19.
  • a guide bush 25 can be inserted into this from below, up to the shoulder 25a.
  • FIG. 3 now shows on the basis of an enlarged view of the corner area only for the lower wall bar 8b of a wall plate, as the connecting device is designed in the corner to connect at the same height wall panels and wall strips in the circumferential direction with each other:
  • one of the wall panels for example here the longitudinally extending wall panel, extends so far in the longitudinal direction that the entire corner area is part of this wall panel and wall strips.
  • the connecting device consists of an undercut groove 21 and a therein insertable in the vertical direction extension 20, which acts as a sliding block.
  • a part of the connecting device in this case the groove 20, is incorporated on the side surfaces of the corner area containing wall panels and wall strips, while at the transversely extending wall panels and wall strips, here the wall strip 8b, which is there fitting extension 21 is formed ,
  • a layer of wall plates 7, which results in circumferentially a circumferentially closed wall portion 6 assembled by means of this connection device and then placed the entire wall portion 6 on the already existing part of the main body 2 and locked by means of the rotary latch 18 thereto.
  • FIG. 3 further shows that in the corner area additional through holes are present, which are aligned with each other and go through in the completed wall construction of the main body from top to bottom, as to the bottom plate 5 , in which they are no longer present.
  • this passage openings - preferably after completion of the main body - from above suitably sized stiffening tubes 23 are inserted, which additionally stabilize the main body 2 , since they are usually made of metal.
  • FIG. 5 shows for improved understanding the cut corner portion of a completed main body 2, from which it can be seen how the rotary latch 18 each penetrate a wall plate 7 and anchored in the head of the underlying next rotary latch 18 and latched.
  • FIG. 5 further shows that the lower edge of the outer wall of the lower wall bar and the upper frame are bent outwards and thereby overlaps the upper edge of the outer wall of the underlying upper wall bar.

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)
  • Laying Of Electric Cables Or Lines Outside (AREA)
EP13156084.9A 2012-02-21 2013-02-21 Cabine souterraine Not-in-force EP2631370B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012101366A DE102012101366B3 (de) 2012-02-21 2012-02-21 Unterflur-Schacht, Bausatz zum Herstellen und Verfahren zum Einbau dafür
DE202012100568U DE202012100568U1 (de) 2012-02-21 2012-02-21 Unterflur-Schacht

Publications (3)

Publication Number Publication Date
EP2631370A2 true EP2631370A2 (fr) 2013-08-28
EP2631370A3 EP2631370A3 (fr) 2013-11-20
EP2631370B1 EP2631370B1 (fr) 2016-09-28

Family

ID=47750467

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13156084.9A Not-in-force EP2631370B1 (fr) 2012-02-21 2013-02-21 Cabine souterraine

Country Status (1)

Country Link
EP (1) EP2631370B1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3919685A3 (fr) * 2020-06-03 2022-02-23 Langmatz GmbH Regard

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11349281B1 (en) 2018-10-26 2022-05-31 Afl Telecommunications Llc Foldable and/or collapsible plastic/composite utility enclosure
US11374386B2 (en) 2018-10-26 2022-06-28 Afl Telecommunications Llc Foldable and/or collapsible plastic/composite utility enclosure
US11338524B1 (en) 2018-10-26 2022-05-24 Afl Telecommunications Llc Method of forming a foldable or collapsible plastic and/or composite utility enclosure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9208786U1 (de) * 1992-07-01 1992-09-10 LIC Langmatz GmbH, 8100 Garmisch-Partenkirchen Kabelschacht aus Kunststoff
DE102005016491B4 (de) * 2005-04-08 2012-12-06 Jürgen Kasper Kabel-Verteilerschacht

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3919685A3 (fr) * 2020-06-03 2022-02-23 Langmatz GmbH Regard

Also Published As

Publication number Publication date
EP2631370A3 (fr) 2013-11-20
EP2631370B1 (fr) 2016-09-28

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