EP2604758A1 - Cage - Google Patents

Cage Download PDF

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Publication number
EP2604758A1
EP2604758A1 EP12006152.8A EP12006152A EP2604758A1 EP 2604758 A1 EP2604758 A1 EP 2604758A1 EP 12006152 A EP12006152 A EP 12006152A EP 2604758 A1 EP2604758 A1 EP 2604758A1
Authority
EP
European Patent Office
Prior art keywords
wall elements
shaft
wall
shaft according
grooves
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
EP12006152.8A
Other languages
German (de)
English (en)
Other versions
EP2604758B1 (fr
Inventor
Hubert Bauer
Andreas Wankmüller
Josef Lohr
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.)
Langmatz GmbH
Original Assignee
Langmatz 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=46888876&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP2604758(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Langmatz GmbH filed Critical Langmatz GmbH
Priority to PL12006152T priority Critical patent/PL2604758T3/pl
Publication of EP2604758A1 publication Critical patent/EP2604758A1/fr
Application granted granted Critical
Publication of EP2604758B1 publication Critical patent/EP2604758B1/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
    • E02D29/124—Shaft entirely made of synthetic material

Definitions

  • the invention relates to a shaft with a shaft wall, which is composed of wall elements.
  • the shaft is intended to be embedded in the ground and to accommodate, for example, distributors for copper and / or fiber optic cables. After inserting the shaft in a previously excavated pit, the side walls of the shaft are backfilled with soil, the shaft must withstand considerable earth pressure.
  • the present invention has for its object to provide a slot to be inserted into the ground, which can be produced at low cost.
  • the invention provides that the wall elements of the shaft are made of plastic existing hollow chamber profiles, which have a planar shape, and that the wall elements are mitred at the lateral ends and abut against each other at the corners of the shaft wall with the miter surfaces. It is not necessary, the wall elements at the corner areas to positively To connect a peripheral frame, since the wall elements are pressed firmly against each other at the 45 ° -Gehrungs vom by the earth pressure and thus form a stable rectangular shaft wall.
  • the flat, plate-shaped wall profiles can be produced by extrusion at low cost and put together with minimal effort, since they are neither screwed together at the corners nor glued.
  • the invention provides with advantage that wall elements can be arranged one above the other in order to form a shaft of the required height or depth.
  • the shaft height can be, for example 800 mm by two set of four wall elements together frames are set with a height of 400 mm each on each other.
  • the wall elements preferably have strip-shaped latching lugs on their underside or upper side and on their upper side or upper edge or lower side or lower edge of latching grooves with which wall elements arranged one above the other can be locked together.
  • the locking lugs and the locking grooves have a wall thickness such that they are elastically deformable.
  • the shaft according to the invention is to put together in an extremely simple manner, for which no tools are required.
  • the bottom wall elements can be placed on baseboards and locked with them also in the manner described above, the bottom of the baseboards should be wider than the wall thickness of the wall elements. In this way, the pressure load that the shaft exerts on the leveled and compacted before installation underground is reduced accordingly.
  • the shaft can also be placed on a base plate, e.g. be made of concrete.
  • the wall elements preferably have substantially smooth inner and outer shells connected to each other by diagonal webs and transverse webs are connected.
  • the hollow chamber profile closing edge an approximately rectangular hollow locking lug having lateral convex curvatures.
  • the wall elements have a thickness of about 50 mm.
  • top frame member On the top frame member is a steel frame can be placed, with a cast cover is lockable.
  • wall elements are held together at the corner by corner connectors, which prevent individual wall elements fall over to the outside.
  • wall elements may be provided on their insides with grooves that merge into each other at the corners, so that corner connectors are each inserted into the grooves of two adjacent wall elements. These grooves can each be formed by two projecting, mutually angled webs, between the ends of which a slot-shaped opening remains.
  • the corner joints may be at right angles to each other, in the installation position vertical webs which engage in the grooves and are interconnected by a plate-shaped portion which extends through the slot-shaped opening of the grooves.
  • corner connectors do not have the task of non-positively connected to a rectangular frame element set wall elements together, but they should only prevent falling apart of the composite shaft to the backfilling with soil at the installation site.
  • the stable cohesion of the elements is achieved by the miter areas at the corners and the earth pressure.
  • FIG. 1 shows the components of a complete manhole, which is similar to a construction kit without tools.
  • the shaft is placed on a bottom plate 1, which is placed on the leveled ground of a excavation of the soil.
  • the shaft shown contains two superimposed frame members 2, which are each composed of four wall panels 3 to form a rectangle.
  • the frame members 2 rest on four baseboards 4, which are arranged on the bottom plate 1.
  • a steel frame 5 On the composite shaft, a steel frame 5 is placed, which carries a lockable cast cover 6 with the interposition of a one-sided self-adhesive damping pad 7.
  • the steel frame can be bolted to the wall elements 3 with four wood screws.
  • the baseboards 4 and the planar wall elements 3 are hollow chamber profiles, which are preferably made in the extrusion process of PP-KV 40 (polypropylene with 40% chalk fractions).
  • the wall elements 3 have - as in particular FIG. 4 shows - cross-sectionally a rectangular outer shell 8, which are stiffened by diagonal webs 9 and transverse webs 10.
  • each wall element From the upper edge 11 of each wall element are two approximately rectangular hollow longitudinal profiles 12 from whose interspace a locking groove 13 for a likewise approximately rectangular hollow latching lug 14 of a wall element arranged above 3 forms.
  • the locking lug 14 has on the sides convex curvatures 15 which can engage elastically in concave inwardly directed bulges 16 of the longitudinal profiles 12.
  • the plate-shaped wall elements 2 are mitred at the lateral ends 17, so that the wall elements 3 can be seamlessly assembled into a rectangle.
  • the baseboards 4 have - as well as the wall elements 2 - formed between two approximately rectangular hollow sections 12 groove 13 into which the locking lugs 14 of the wall elements 2 can engage.
  • the bottom surface 18 of the baseboards 4 is wider than the wall thickness of the wall elements. 2
  • the earth pressure causes the frame elements to reliably maintain their rectangular shape, even though the miter surfaces are neither glued nor bolted together.
  • the wall elements 3 may be held at the corners of the frame members of corner connectors 19.
  • the corner connectors are preferably injection molded parts with vertical webs 20 arranged at right angles to each other, which are integrally connected at half height by a triangular flat plate 21.
  • longitudinal grooves 22 are formed, which are formed by two angled webs 23, between the ends of a slot 24 remains.
  • the corner connectors 19 are inserted with their vertical walls 20 at the corners in the merging grooves 22 of two wall elements 3. The corner connectors 19 prevent wall elements from folding outward before the completion of the installation of the shaft.
  • the wall elements may each have at least one, preferably two, chambers 25 in which reinforcing profiles (not shown) made of steel are inserted, which bear against the walls of the chambers.

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)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP12006152.8A 2011-10-25 2012-08-30 Cage Not-in-force EP2604758B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL12006152T PL2604758T3 (pl) 2011-10-25 2012-08-30 Studzienka

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102011116874.9A DE102011116874B4 (de) 2011-10-25 2011-10-25 Schacht

Publications (2)

Publication Number Publication Date
EP2604758A1 true EP2604758A1 (fr) 2013-06-19
EP2604758B1 EP2604758B1 (fr) 2014-04-09

Family

ID=46888876

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12006152.8A Not-in-force EP2604758B1 (fr) 2011-10-25 2012-08-30 Cage

Country Status (4)

Country Link
EP (1) EP2604758B1 (fr)
DE (1) DE102011116874B4 (fr)
DK (1) DK2604758T3 (fr)
PL (1) PL2604758T3 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3514287A1 (fr) 2018-01-19 2019-07-24 Langmatz GmbH Cadre pour une gouttière de câble
US20200217037A1 (en) * 2018-04-05 2020-07-09 Predl Systems North America Inc. Manhole Assembly

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10822766B1 (en) 2018-08-29 2020-11-03 Predl Systems North America Inc. Manhole saddle tee
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
US11349281B1 (en) 2018-10-26 2022-05-31 Afl Telecommunications Llc Foldable and/or collapsible plastic/composite utility enclosure
US10968594B1 (en) 2018-11-20 2021-04-06 Predl Systems North America Inc. Manhole rehabilitation system
US11377863B1 (en) 2019-11-13 2022-07-05 Predl Systems North America Inc. Aggregate panel system
DE102022114132A1 (de) * 2022-06-03 2023-12-14 Langmatz Gmbh Schacht
DE102022114116A1 (de) * 2022-06-03 2023-12-14 Langmatz Gmbh Schacht

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2324324A (en) * 1997-03-05 1998-10-21 Mokhtar Kourgli An underground chamber
GB2325684A (en) * 1997-05-29 1998-12-02 Poletech Systems Ltd Flat pack box for access chamber
EP1881579A1 (fr) * 2006-07-21 2008-01-23 ROMOLD GmbH Chambre à câbles

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU3444797A (en) 1996-07-12 1998-02-09 Gorka Diaz Berango Modular dismountable box
DE202004018370U1 (de) 2004-11-26 2005-01-27 Optigrün international AG Kontrollschacht für ein Wasserleitsystem
GB2432169B (en) * 2005-11-09 2010-10-13 Uponor Innovation Ab Underground chamber and well member therefor
ITRA20080029U1 (it) * 2008-10-15 2010-04-16 Elettra Srl Pozzetto

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2324324A (en) * 1997-03-05 1998-10-21 Mokhtar Kourgli An underground chamber
GB2325684A (en) * 1997-05-29 1998-12-02 Poletech Systems Ltd Flat pack box for access chamber
EP1881579A1 (fr) * 2006-07-21 2008-01-23 ROMOLD GmbH Chambre à câbles

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3514287A1 (fr) 2018-01-19 2019-07-24 Langmatz GmbH Cadre pour une gouttière de câble
DE102018101153A1 (de) 2018-01-19 2019-07-25 Langmatz Gmbh Rahmen für einen Kabelschacht
US20200217037A1 (en) * 2018-04-05 2020-07-09 Predl Systems North America Inc. Manhole Assembly

Also Published As

Publication number Publication date
DE102011116874A1 (de) 2013-04-25
DE102011116874B4 (de) 2019-03-14
DK2604758T3 (da) 2014-07-14
PL2604758T3 (pl) 2014-09-30
EP2604758B1 (fr) 2014-04-09

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