WO2001042574A2 - Multimedia-schachtbauwerk - Google Patents
Multimedia-schachtbauwerk Download PDFInfo
- Publication number
- WO2001042574A2 WO2001042574A2 PCT/DE2000/004391 DE0004391W WO0142574A2 WO 2001042574 A2 WO2001042574 A2 WO 2001042574A2 DE 0004391 W DE0004391 W DE 0004391W WO 0142574 A2 WO0142574 A2 WO 0142574A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- shaft
- shaft structure
- structure according
- lines
- pipe
- Prior art date
Links
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
-
- 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
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
Definitions
- the invention relates to a shaft structure for the open or closed passage of liquid media by means of free-flowing lines or pressure lines, such as drinking water, rainwater, fire-fighting water, dirty water, mixed water, heating water, steam, gaseous media in the liquid phase, gaseous media such as town gas or natural gas, and energy - And / or information transmission lines and / or for the passage of transport goods in goods transport channels.
- Collecting channels for city supply lines are known from the Fritzsche, J .: Technical Building Equipment, Verlag für Bausch, Berlin 1966, p. 58.
- Such collecting channels enable the open implementation of a wide variety of media lines, such as dirty water line, rain water line, drinking water line, heating line, electrical line, telecommunications lines and gas lines. Due to the open laying of the media lines on the channel floor or on trusses, which are arranged on the shaft walls, there are regular line faults in the accessible collecting channels due to the biting of predators or rodents or through vandalism.
- Another significant disadvantage of the collecting channels is that no emergency emptying of individual media lines, e.g. B. the waste water line, can be made in the event of an overflow because this would flood all other media lines.
- Another disadvantage of the known collecting channels is that the development and construction costs, in particular due to the large trench width, are disproportionately high in comparison to conventional forms (buried media lines in trenches). As a result, the use of collecting channels was and is restricted to urban areas.
- a hood-shaped shaft structure is known from the font "MONO development, revision + distribution shaft", publisher: Hans Wörmseher, Hochstrasse 20, D-94099 Ruhrsdorf, edition of 01.02.1999), which allows the passage and integration of different media lines for dirty water, Water, natural gas and Telecommunications enables.
- the shaft structure which is open at the bottom, is built on strip foundations. These do not offer sufficient stability, particularly in the case of uneven load absorption and the signs of settlement between the shaft structure and the in-line or out-of-ground, underground media lines.
- the shaft structure which is open at the bottom, has no retention space, so that in the event of an accident or blockage (backflow), the media lines concerned cannot be emptied into the interior of the shaft structure.
- the proposed shaft structure also provides for the water and waste water pipes to be routed on the shaft floor. This does not guarantee the occupational safety of people during maintenance or inspection work inside the shaft structure.
- Another disadvantage is that the electrical cables are dragged outside the shaft structure.
- Another disadvantage is the comparatively high space requirement of the rectangular shaft structure.
- Another disadvantage of the proposed solution is that the subsequent incorporation of media lines makes it necessary to drill into the shaft structure and insert seals.
- Another disadvantage of the known solutions of the prior art is that inspection work on the media lines carried out make it necessary to open the manhole cover and to inspect the manhole structure.
- the object of the invention is to eliminate the disadvantages of the prior art and to propose a shaft structure that enables the secure integration of a wide variety of media lines, without thereby restricting the accessibility of the shaft structure.
- the shaft structure should have a virtually tension-free integration of the inlets and outlets of the media to be passed through and a safe absorption of all occurring load situations (e.g. dynamic stress by means of pressure waves within the passages) and can be produced with little manufacturing or assembly effort.
- the shaft structure should also enable the simple integration of new media lines. In addition, any emergency situations in the shaft structure and / or on the media lines should be recognized more quickly.
- the manhole structure consists of a monolithically shaped manhole base on which, depending on the application, one or more manhole pipes and / or manhole rings and a cone can be placed.
- the media lines for drinking water, extinguishing water, dirty or mixed water, rain water, heating water, steam, gas, etc. are carried out in separate pipes or open channels.
- the power supply and telecommunications lines are carried out outside the shaft structure in protective pipes (armored pipes).
- the protective tubes designed as lead-through segments optionally have lockable inspection openings.
- the passages of the media lines are preferably arranged on the outer wall or in the wall of the shaft ring or shaft pipe or in the lower part of the shaft.
- one or more manhole rings or manhole pipes are placed on the manhole base.
- a shaft ring or pipe can have one or more bushings for media lines.
- the feedthroughs of the individual media lines are preferably arranged one above the other in order not to impair the accessibility of the shaft if the nominal width of the shaft structure is as small as possible for cost reasons.
- the inflows and outflows of liquid media are advantageously integrated flush and double articulated in the area of the wall openings of the manhole rings or manhole pipes.
- the articulated connection is made in water and sewage pipes by means of sleeves and joint pieces, which are arranged in the wall of the shaft structure part for the purpose of favorable force introduction. This enables the pipelines to compensate for changes in location within defined tolerances during settlement movements without causing leaks.
- media-specific connections of these lines are provided.
- empty pipes or sleeves are articulated into the wall of the shaft structure using sleeves. Movements within wide tolerances can be compensated for by a sufficiently large play between the inner wall of the sleeve or the empty pipe and the outer wall of the media line. The penetration of groundwater or ore is prevented with the help of known sealing sleeves.
- the passage of the media lines through the shaft structure can be straight as well as curved.
- the open waste water pipe which is preferably arranged in the lower part of the shaft, can be carried out either in the center or off-center.
- a walk-through grating is arranged on the shaft base when the free-sighting line is carried out in the center, which is designed to be removable, foldable or pivotable, if necessary.
- the shaft ducts are preferably installed in the wall of the shaft ring or shaft pipe arranged.
- the passages are located tangentially on the outer wall of the shaft ring or pipe.
- the complete integration of all media feedthroughs in the reinforced wall of the shaft structure, in particular the shaft pipes or shaft rings, has proven to be particularly advantageous (external molding).
- the feedthrough segments of the individual media are preferably arranged vertically aligned one above the other.
- the lead-through segments have gas-tight and / or watertight, closable inspection openings.
- the tapered wall has predetermined breaking points at the relevant points at which the media lines are carried out, which can be opened and closed again if necessary using simple means. This ensures that these media lines are protected against vandalism.
- the shaft structure preferably has sensors in the interior, in the feed-through segments and / or in the integrated empty pipes (armored pipes) which record the system status of the respective media or media feedthroughs.
- the temperature, pressure, gas concentration, etc. or a combination of several physical variables are preferably detected via the sensors.
- the measurement values can be saved and evaluated on site using single-chip microcomputers. In this case, the measured values are visualized by simple LED displays.
- the measured data determined are forwarded to a monitoring device and, if necessary, processed and stored.
- the measurement data is preferably forwarded wirelessly using existing mobile radio networks.
- the data is transferred continuously or periodically.
- the measurement of relevant measured variables (temperature) can be carried out cyclically using a microcomputer integrated in the shaft structure. If a significant change in the measured values is logged within predefinable time intervals, the microcomputer records the respective measured variable in time intervals that become smaller. If a critical setpoint is exceeded or undershot, a warning message is sent to the network operator.
- the measurement variables are forwarded via the telecommunication lines running through the shaft structure.
- the decisive advantage of the innovative shaft structure is that different media lines are brought together in a single shaft structure. This significantly minimizes the costs for inspection and repair work. Likewise, costs for the construction of further shaft structures are saved in the construction of new or renovation of routes, in which the different media have so far been routed separately from one another.
- the space-saving arrangement of the passage segments inside the shaft structure means that a large number of passages can be integrated compared to known systems become. This opens up the possibility of preventively integrating and executing media lines that were not in use at the time the shaft structure was commissioned. At a later point in time, simple technological means can be used to integrate additional media lines through the protective pipes (armored pipes) connecting the manhole structures.
- Redundant pipelines for water or mixed water, in particular rainwater and other liquid or gaseous media can also be kept dry and redundant. This gives you the opportunity to compensate for the increased need for supply and disposal services when you subsequently build on an area or relocate other businesses.
- the innovative manhole structure with an external molding offers the possibility of arranging several media lines to be passed vertically one above the other (in alignment or offset) above the projecting area of the molding. Due to the known external dimensions of the shaft structure, which can advantageously be called up on machine-readable data carriers on or in the shaft structure, the exact position of the media lines can be determined during repair work. This also makes the necessary effort for excavation significant minimized and the risk of mechanical damage during shaft work largely minimized.
- manhole structure Another advantage of the manhole structure is the reduction in manufacturing costs through standardization in the manufacture of large-volume manhole rings, manhole pipes and manhole bases.
- the feedthrough segments can be manufactured according to the modular principle in large batch sizes that are favorable in terms of production technology, or can be individually manufactured as a special component depending on geographic conditions.
- standardization and thus a high degree of prefabrication can also be achieved with special components.
- the parameters stored on a memory in particular the position of the shaft structure, can be forwarded wirelessly to a miniaturized transmitter-receiver unit on the shaft structure or outside of it.
- This makes it easy to find a damaged shaft structure using radio regulations (e.g. using known GPS location systems).
- radio regulations e.g. using known GPS location systems.
- this gives the option in emergencies (wastewater congestion, pipeline rupture, access to fire-fighting water pipes in the event of fire, leaks of dangerous liquids, etc.) Detect pipeline in the respective shaft structure in the shortest possible time.
- barcode identifiers are arranged in the visible area of the shaft structure, which enable the information stored on it to be read enable nen about the location and the specific design of the respective shaft structure with the help of a known barcode reader.
- the innovative manhole structure also has another significant advantage: So far, in the known state-of-the-art solutions in the manhole base in the so-called TWIN manhole system, two lines were laid next to each other at the same level or with small bed differences of up to 60 (70) cm. This consequently leads to wider trenches and larger shafts than if the two sewage pipes were laid on top of one another (rainwater and dirty water).
- Known multi-part manhole structures which consist of manhole bottom part, manhole pipe or ring and cone, have the disadvantage that when two pipes are laid one above the other in manhole elements arranged one above the other, each pipe must have a concrete cover of at least 25 cm above and below for reasons of strength , Therefore, known multi-part manhole structures can only be used depending on the nominal diameter of the lower pipeline from a certain minimum base difference.
- This gap in use can also be closed by the innovative shaft structure.
- a manhole structure element e.g. in the manhole base or in the manhole pipe
- the innovative manhole structure can be used successfully even with small base differences due to the reduction of the concrete cover
- the technological problem of cooling the power supply lines to be implemented is solved by the lines outside the shaft structures preferably be buried underground. This enables heat to be transferred to the normally moist soil without any problems. Alternatively, it can also be laid by embedding it in other thermally conductive materials (floor mortar, concrete).
- the heat generated is preferably dissipated by means of forced ventilation.
- the lead-through segment or the water and gas tight lockable inspection opening is connected via an air duct to a high point of the shaft structure, preferably in the upper area of the cone. Due to the existing temperature differences and the existing air flows in the shaft structure, the heat of the electrical lines is automatically dissipated.
- the outlet opening of the air duct is cranked or provided with a movable ventilation flap.
- Figure 1 a shaft structure in a sectional side view
- Figure 2 a shaft structure with a lower shaft part, the wall in the
- Figure 3 a shaft structure with a raised shaft pipe, the
- Wall in the area of the passage segment for the passage of rainwater has an increased wall thickness.
- Figure 4 a shaft structure with a raised monolithic lower part of the shaft structure with a partial reinforcement of the wall, which receives a closed rainwater pipe.
- FIG. 5 a shaft structure with an eccentric arrangement of the waste water line in the lower part of the shaft structure, a shaft pipe provided with an outer molding and media lines arranged in alignment above it and laid in the ground.
- Figure 6 a shaft structure with a monolithic shaft pipe, which is connected to an attached inspection pipe leading up to the upper edge of the road cover.
- FIG. 7 a shaft structure with an endoscopy channel running in the wall of the cone and the shaft tube arranged underneath.
- FIG. 8 a shaft structure with a shaft pipe resting on a lower part of the shaft structure, with a rainwater pipe running in the wall and a lateral access to a goods transport channel that may have to be retrofitted.
- FIG. 9 a shaft structure with a goods transport channel to be inspected over the lower part of the shaft structure and below the previous lower part of the shaft structure.
- Figure 1 shows a shaft structure consisting of a lower part of the shaft structure, in the bottom of which an open waste water pipe is carried out off-center.
- the partially reinforced wall of the lower part of the shaft structure has two passage segments 6f, 6g, which are arranged in alignment one above the other, for the passage of a drinking water and an extinguishing water pipe through the interior of the shaft wall.
- a shaft pipe 2 with a passage segment 6k arranged in the reinforced shaft wall 14 for the passage of rainwater sits positively on the shaft structure lower part 1.
- the lead-through segment 6k has an overhead inspection and inspection opening 19 provided with a liquid-tight closure (not shown).
- a further shaft pipe 2 is placed on this shaft pipe 2, in the reinforced wall 14 of which a further passage segment 6k with an inspection opening 19 located at the top is arranged.
- the pass-through segment 6k serves to receive only slightly polluted rainwater.
- a compact shaft ring 3 is seated on this shaft pipe 2, with a passage segment 6e integrated in the reinforced wall 14 of the shaft structure part, which serves for the passage of natural gas.
- the reinforced walls of the shaft pipes 2 and the shaft ring 3 are formed in this exemplary embodiment as a cuboidal outer molding.
- the shaft pipes 2 and the shaft ring 3 are each monolithically shaped shaft building elements made of concrete, polymer concrete or plastic, which are produced by master forms.
- a well-known cone 4 with a manhole cover attached to it forms the end of the manhole structure.
- the advantage of this design is that the shaft structure can be freely and freely accessed for cleaning, inspection and repair work.
- the inspection openings 19 arranged laterally in the inner wall of the shaft pipe 2 enable easy access with cleaning tools. It is also easy to lower an inspection camera through the inspection openings facing upwards.
- FIG. 2 shows another shaft structure with a monolithic shaft structure lower part 1, in the berm 7 of which an open waste water line 11 is off-center is carried out.
- a passage segment 6k for the passage of rainwater is integrated in the reinforced wall 14 of the lower shaft part 1 (external molding). Through an obliquely upward channel 26, which is closed by a waterproof inspection cover, easy inspection and cleaning of the rainwater passage segment 6k is possible.
- a passage segment 6h for the passage of a dirty water pressure line is arranged below the passage segment 6k for the rainwater.
- a shaft pipe 2 with two passage segments 6f, 6e running in the reinforced wall 14 of the shaft pipe 2 sits positively on the lower part 1 of the shaft structure for the passage of drinking water or gas.
- no inspection openings are provided on the shaft pipe 2.
- access to the through-passage segments 6e, 6f can be provided via predetermined breaking points in the wall of the shaft pipe 2, which are not shown in detail.
- the missing inspection openings offer secure protection against vandalism. In particular, this prevents manipulation or willful destruction of the media lines.
- a shaft ring 3 with several passage segments 6a, 6b, 6c, 6d integrated in the reinforced wall for the implementation of various media lines (TV, radio, pay TV, electrical energy).
- various media lines TV, radio, pay TV, electrical energy.
- a large inspection opening 19 which is provided with a liquid-tight seal, maintenance and repair work can be carried out easily and in an ergonomically favorable position on the media lines running in the upper part of the shaft structure or the associated communication or energy supply devices.
- FIG. 3 shows a shaft structure with a compact lower part 1 of the shaft structure, in the berm 7 of which an open waste water line 11 is carried out off-center.
- a straight passage segment 6h of a dirty water pressure line is arranged in the reinforced wall 14 of the lower shaft part 1.
- a monolithically shaped shaft pipe 2 rests on the shaft structure lower part 1, in the reinforced wall 14 of which a rainwater pipe with a diameter of 800 mm is passed.
- the passage segment 6k is connected to the interior of the shaft structure via an obliquely upward channel.
- a vertically arranged, watertight and closable inspection opening 19 enables the channel to be opened easily.
- a shaft ring 3 is arranged on the shaft pipe 2 and, like in FIG. 2, has a plurality of transmission segments arranged one above the other for the transmission of media and energy supply lines. Waste heat from the electrical lines is forcibly discharged via a ventilation duct 5 located at the top and running through the adjacent cone.
- the shaft ring 3 has two further passage segments 6 arranged offset from one another for the passage of liquid or gaseous media.
- FIG. 4 shows a manhole structure with a monolithic manhole lower part 1, which in the reinforced wall 14 has an arcuate shape in plan view
- Passage segment 6k opens another inlet 17.
- Formation 44 of the reinforced wall 14 of the lower shaft part 1 is a lighter
- the monolithic shaft lower part 1 also has further passage segments 6 for the passage of further media through the shaft structure.
- Access to individual transit segments is secured via defined breaking points, which in the event of an accident provide quick access to the relevant ones
- Enable media lines To protect against vandalism, a label is The predetermined breaking points are dispensed with, since the position of the power supply line can be easily determined using known technical means.
- the shaft structure is used in particular when there are small bed differences between the sewage pipe running in the berm and the rainwater pipe above it.
- the shaft structure can be equipped with additional shaft pipes or shaft rings that are standardized in their dimensions or manufactured as special components
- FIG. 5 shows a sectional side view of another shaft structure, in which the rainwater passage segment 6k arranged in the shaft ring 2 is arranged in alignment above the wall of the lower shaft part 1.
- This arrangement of the passage segment 6k has the advantage that pulse-like loads directed horizontally in the direction of the shaft interior (in particular as a result of heavy rain-induced surge and / or reflection waves) only generate pressure loads within the shaft structure that are safely and permanently absorbed by the concrete used.
- a shaft ring 3 which is connected to the shaft pipe 2 in a form-fitting, push-fit or non-positive manner and a cone 4 resting thereon form the upper end of the shaft structure.
- the static and dynamic stresses occurring and acting in the direction of the shaft interior can be reliably captured and transferred to the concrete shaft as pure compressive stresses that the construction material concrete can absorb safely and permanently.
- Another advantage of the parallelepiped-shaped external shaping in the area of the reinforced wall 14 of the shaft pipe 2 is that media lines 27 (e.g. for gas, electrical energy and drinking water) laid in the ground above the protruding projection 44 can be detected more easily in the event of accidents can, since their location is exactly defined by the dimensions of the shaft structure and the molding 44. Particularly in cases of use in which different media lines coming from different directions are brought together on or in the shaft structure, this arrangement enables the media lines in question to be found and exposed quickly in the event of necessary repair work.
- FIG. 6 shows a further shaft structure with a shaft pipe 2 placed on the lower shaft part 1.
- a passage segment 6k for the passage of rain water is arranged in the reinforced wall 14 of the shaft pipe 2.
- the curve-shaped course of the passage segment 6k in the top view causes a change in direction of the medium flowing through.
- the lead-through segment 6k has an upward opening 28 at its top, to which a revision pipe 29 is connected via a socket with a sleeve, which leads to the upper edge of the road cover. This creates the prerequisite for the first time to carry out an inspection of the rainwater pipe without climbing the shaft structure, in particular in the area of the additionally integrated inlet 17. It is thus possible to use known endoscopes to carry out an analysis of the degree of soiling or of the state of wear of the area of the passage segment 6k which is the most exposed to the flow, without having to walk inside the shaft.
- the passage segment 6k has a connecting channel 30 which opens into the interior of the shaft structure.
- the vertical inspection opening 19 can be closed in a pressure-tight manner by known means and permits rapid opening during cleaning or repair work.
- FIG. 7 shows a manhole structure in which the monolithic manhole pipe 2 in the region of the reinforced wall 14 has a passage segment 6k provided with a change in direction with a further inlet 17.
- the passage segment 6k is used for the closed passage of rainwater.
- an endoscopy channel 22 runs inside the wall of the shaft pipe 2 and the cone 4 placed thereon. With known endoscopes, the channel enables the closed rainwater pipe to be inspected from the street level without having to enter the interior of the shaft structure, including the Opening the inspection cover 19 of the passage segment 6k is necessary.
- the opening of the endoscopy channel 22 located at street level is secured by a closure which can be driven over by a vehicle. Depending on the application, this closure can be designed to be pressure-tight or have ventilation openings.
- Figure 8 shows a shaft structure in which the shaft pipe 2 is connected to an adjacent goods transport channel 23 through an inspection opening.
- the goods transport channel is used to use an underground transport system to transport goods, especially within urban areas. This can in particular General cargo from shipping warehouses can be transported directly to customers or end consumers.
- the inspection opening 19 and the access 25 to the goods transport channel 23 are dimensioned such that maintenance or repair work can be carried out in the goods transport channel 23 via the shaft structure.
- FIG. 9 shows a further shaft structure in which a goods transport channel 23 is arranged below the base of the dirty water line 11 on the lower part 1 of the shaft.
- a pressure-tight lockable access 25 enables inspection work in the lower-lying goods transport channel 23.
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Golf Clubs (AREA)
- Sewage (AREA)
- Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
- Rod-Shaped Construction Members (AREA)
- Arrangements For Transmission Of Measured Signals (AREA)
- Bay Windows, Entrances, And Structural Adjustments Related Thereto (AREA)
- Liquid Crystal (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK00990514T DK1238171T3 (da) | 1999-12-08 | 2000-12-08 | Multimedie-skaktkonstruktion |
DE50009884T DE50009884D1 (de) | 1999-12-08 | 2000-12-08 | Multimedia-schachtbauwerk |
AU30002/01A AU3000201A (en) | 1999-12-08 | 2000-12-08 | Multimedia shaft building |
AT00990514T ATE291665T1 (de) | 1999-12-08 | 2000-12-08 | Multimedia-schachtbauwerk |
PL355511A PL190974B1 (pl) | 1999-12-08 | 2000-12-08 | Szyb wody ściekowej i instalacji multimedialnych |
EP00990514A EP1238171B1 (de) | 1999-12-08 | 2000-12-08 | Multimedia-schachtbauwerk |
DE20022427U DE20022427U1 (de) | 1999-12-08 | 2000-12-08 | Multimedia-Schachtbauwerk |
DE10083735T DE10083735D2 (de) | 1999-12-08 | 2000-12-08 | Multimedia-Schachtbauwerk |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19959065A DE19959065A1 (de) | 1999-12-08 | 1999-12-08 | Schachtbauwerk |
DE19959065.6 | 1999-12-08 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2001042574A2 true WO2001042574A2 (de) | 2001-06-14 |
WO2001042574A3 WO2001042574A3 (de) | 2002-01-24 |
Family
ID=7931788
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE2000/004391 WO2001042574A2 (de) | 1999-12-08 | 2000-12-08 | Multimedia-schachtbauwerk |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1238171B1 (de) |
AT (1) | ATE291665T1 (de) |
AU (1) | AU3000201A (de) |
DE (4) | DE19959065A1 (de) |
ES (1) | ES2240231T3 (de) |
PL (1) | PL190974B1 (de) |
WO (1) | WO2001042574A2 (de) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2844813A1 (fr) * | 2002-09-19 | 2004-03-26 | Saint Gobain Pont A Mousson | Dispositif de voirie equipe d'un transpondeur et voie correspondante |
EP1630464A3 (de) * | 2004-08-27 | 2009-01-21 | Hans Dipl.-Ing. Würmseher | Verfahren zum Sanieren von unter einer Strasse verlegten Zu- und Ableitungen |
FR2982357A1 (fr) * | 2011-11-09 | 2013-05-10 | Sade Cie Generale De Travaux D Hydraulique | Installation de recuperation de chaleur |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10226431A1 (de) * | 2002-06-13 | 2004-01-08 | Susanne Weritz | Aufsatz zur Sammlung und Ableitung von Wasser und Informationssystem |
DE20303646U1 (de) * | 2003-02-27 | 2004-07-15 | Eberle, Bernd | Schachtring sowie Schacht |
DE102005008819B4 (de) * | 2005-02-24 | 2007-07-19 | Mießler, Erik | Bodenkanalelement in Modulbauweise, Bodenkanalsystem und Verfahren seiner Herstellung |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB336414A (en) * | 1929-10-07 | 1930-10-16 | Ambrose Wootton Cross | A new or improved combined system of providing and ventilating sewers, conduits and subways in roads |
DE4214113A1 (de) * | 1992-04-29 | 1994-01-13 | Dohmen Karl J | Abwasserkanalschacht mit Einrichtungen zur Abwasserprobenentnahme oder/und zur Messung von Abwasserparametern |
DE4339483A1 (de) * | 1993-11-19 | 1995-05-24 | Grimm Willi J Dipl Ing Fh | Kontroll-, Wartungs- und/oder Reparaturschacht |
EP0736636A1 (de) * | 1995-04-06 | 1996-10-09 | Firma BIOPLAN Ingenieurgesellschaft für Planen und Bauen in der Wasser- und Abfallwirtschaft m.b.H. | Abwasserschacht mit wenigstens einem Schachtring |
DE19642176A1 (de) * | 1996-10-12 | 1998-04-16 | Willi Grimm | Schacht für Kontroll-, Wartungs- oder Reparaturarbeiten |
DE29923337U1 (de) * | 1998-12-08 | 2000-08-24 | Stolzenburg Olaf | Schachtbauwerk |
-
1999
- 1999-12-08 DE DE19959065A patent/DE19959065A1/de not_active Withdrawn
-
2000
- 2000-12-08 AT AT00990514T patent/ATE291665T1/de not_active IP Right Cessation
- 2000-12-08 AU AU30002/01A patent/AU3000201A/en not_active Abandoned
- 2000-12-08 ES ES00990514T patent/ES2240231T3/es not_active Expired - Lifetime
- 2000-12-08 DE DE50009884T patent/DE50009884D1/de not_active Expired - Lifetime
- 2000-12-08 DE DE20022427U patent/DE20022427U1/de not_active Expired - Lifetime
- 2000-12-08 PL PL355511A patent/PL190974B1/pl not_active IP Right Cessation
- 2000-12-08 EP EP00990514A patent/EP1238171B1/de not_active Expired - Lifetime
- 2000-12-08 WO PCT/DE2000/004391 patent/WO2001042574A2/de active IP Right Grant
- 2000-12-08 DE DE10083735T patent/DE10083735D2/de not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB336414A (en) * | 1929-10-07 | 1930-10-16 | Ambrose Wootton Cross | A new or improved combined system of providing and ventilating sewers, conduits and subways in roads |
DE4214113A1 (de) * | 1992-04-29 | 1994-01-13 | Dohmen Karl J | Abwasserkanalschacht mit Einrichtungen zur Abwasserprobenentnahme oder/und zur Messung von Abwasserparametern |
DE4339483A1 (de) * | 1993-11-19 | 1995-05-24 | Grimm Willi J Dipl Ing Fh | Kontroll-, Wartungs- und/oder Reparaturschacht |
EP0736636A1 (de) * | 1995-04-06 | 1996-10-09 | Firma BIOPLAN Ingenieurgesellschaft für Planen und Bauen in der Wasser- und Abfallwirtschaft m.b.H. | Abwasserschacht mit wenigstens einem Schachtring |
DE19642176A1 (de) * | 1996-10-12 | 1998-04-16 | Willi Grimm | Schacht für Kontroll-, Wartungs- oder Reparaturarbeiten |
DE29923337U1 (de) * | 1998-12-08 | 2000-08-24 | Stolzenburg Olaf | Schachtbauwerk |
Non-Patent Citations (1)
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See also references of EP1238171A2 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2844813A1 (fr) * | 2002-09-19 | 2004-03-26 | Saint Gobain Pont A Mousson | Dispositif de voirie equipe d'un transpondeur et voie correspondante |
EP1630464A3 (de) * | 2004-08-27 | 2009-01-21 | Hans Dipl.-Ing. Würmseher | Verfahren zum Sanieren von unter einer Strasse verlegten Zu- und Ableitungen |
FR2982357A1 (fr) * | 2011-11-09 | 2013-05-10 | Sade Cie Generale De Travaux D Hydraulique | Installation de recuperation de chaleur |
Also Published As
Publication number | Publication date |
---|---|
DE20022427U1 (de) | 2001-09-06 |
ES2240231T3 (es) | 2005-10-16 |
PL355511A1 (en) | 2004-05-04 |
DE10083735D2 (de) | 2003-11-13 |
EP1238171B1 (de) | 2005-03-23 |
PL190974B1 (pl) | 2006-02-28 |
ATE291665T1 (de) | 2005-04-15 |
EP1238171A2 (de) | 2002-09-11 |
AU3000201A (en) | 2001-06-18 |
WO2001042574A3 (de) | 2002-01-24 |
DE19959065A1 (de) | 2001-08-30 |
DE50009884D1 (de) | 2005-05-12 |
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