EP1020568A1 - Dispositif de couverture provisoire d'un regard de chaussée - Google Patents

Dispositif de couverture provisoire d'un regard de chaussée Download PDF

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Publication number
EP1020568A1
EP1020568A1 EP99124367A EP99124367A EP1020568A1 EP 1020568 A1 EP1020568 A1 EP 1020568A1 EP 99124367 A EP99124367 A EP 99124367A EP 99124367 A EP99124367 A EP 99124367A EP 1020568 A1 EP1020568 A1 EP 1020568A1
Authority
EP
European Patent Office
Prior art keywords
asphalting
concreting
cover plate
control shaft
covering
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
EP99124367A
Other languages
German (de)
English (en)
Other versions
EP1020568B1 (fr
Inventor
Paul-Gerd Stellmach
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1020568A1 publication Critical patent/EP1020568A1/fr
Application granted granted Critical
Publication of EP1020568B1 publication Critical patent/EP1020568B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02D29/14—Covers for manholes or the like; Frames for covers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2220/00—Temporary installations or constructions

Definitions

  • the present invention relates to a device for provisional covering a control shaft during asphalting or concreting a road or a place.
  • a control shaft of an underground sewer system is before the start of asphalting or concreting to a control shaft the associated manhole cover frame together with the manhole cover inserted therein removed from the inspection shaft and then the inspection shaft temporarily covered.
  • the top edge of the inspection shaft - by distance of the manhole cover frame and manhole cover - lies approximately on one Level with the piled earth on which the asphalting or Concreting of a street or a square begins. Thanks to the provisional cover the control shaft is prevented from soil, asphalt or concrete can fall into the control shaft, as does the provisional cover achieved that the inspection shaft of road construction machinery, in particular of rollers for compacting asphalting, concreting or the like, can be run over.
  • the present invention has for its object a device of the generic type Kind of creating both a hassle free and trouble free Application of asphalting or concreting above a covered one Inspection shaft allows, but also after the completion of an asphalt or concreting immediately and precisely the exact location of the below the Recognize asphalting or concreting the concealed inspection shaft leaves.
  • the Cover plate placed and is then against lateral displacement relative to Inspection shaft through the centering device which engages in the inspection shaft, secured. Then the tube with the lid in the opening of the Cover plate used and initially lies directly with its support flange the cover plate. After applying a first layer of asphalt or concrete the area of the pipe, including its support flange, is then manually exposed. After removing the cover, the tube can then be raised so far that its support flange is above the level of the covering that has already been produced. In this position, the raised area of the pipe and the support flange relined by soil, concrete, asphalt or the like, so that now the support flange at the level of the asphalt or concrete layer already created and is based on it. Then the tube is through its cover closed again. There can now be more layers of asphalt in the same way or concrete, after applying one layer each Pipe raised again accordingly.
  • the pipe "grows" with the thickness of the asphalt or concrete with and is always available after completion of a respective shift at the upper level of this layer and is therefore freely accessible.
  • FIGS. 1-3 and generally designated by the reference number 1 Device for provisionally covering a control shaft during the asphalting or concreting of a street or a square essentially exists from a cover plate 2 with an opening at its center 3 and a centering device provided on the lower side in the position of use 4 and from a tube axially displaceable in the opening 4 5, which on its end facing away from the centering device 4 a support flange 6 and is provided with a removable cover 7.
  • the entire device 1 is at the beginning of asphalting a road or the Concreting a place on the upper support edge 8 one in Figures 4-6 indicated control shaft 9 shown.
  • the pipe 5 lies here with its flange 6 directly on the top of the cover plate 2, according to the representation in Figure 1.
  • the tube 5 is closed by the cover 7.
  • the Cover 7 of tube 5 is manually exposed. To do this, only the one above the cover 7 lying first layer 10 of the asphalting removed, for example, by a shovel become.
  • the tube 5 is closed again by the cover 7 and the last layer 12 applied to the asphalt. After re-exposing the cover 7 and the like Lifting the tube 5 to the level of the last layer 12 can do that Pipe 5 fixed again at this height level by appropriate relining and the lid 7 are applied. Now the asphalting is finished and the Support flange 6 and the cover 7 lying thereon are visibly inside the top layer 12 of the entire asphalting.
  • FIGS. 4-6 13 A free cut is shown in FIGS. 4-6 13 shown, which makes it clear that the entire lying above the cover plate 2 Asphalt or concrete layer is severed up to the height of the cover plate 2. Instead of using a drilling device, this can of course also be done manually with a Chisels or other tools.
  • Lifting device 14 In order to raise the entire device 1 for covering the inspection shaft 9, is in the open after removing the cover 7 tube 5 for example Lifting device 14 introduced.
  • This lifting device 14 can in the direction of Arrow A in Figures 4-6, for example hydraulically or the like raised become.
  • the lifting device 14 is equipped with drivers 15, which are first lay against the lower end of tube 5. This starting position results from Figure 4. After further lifting, the drivers 15 are off a certain level also on a ring 16 of the cover plate 2.
  • Another Movement of the lifting device 14 in the direction of arrow A then leads to that the covering plate 2 and the layers 10-12 lying directly on it an asphalting or concreting and thus the upper support edge 8 of the inspection shaft 9 is completely exposed, see FIG. 6.
  • lifting the tube 5 and the cover plate 2 can also by other technical means than that shown in Figures 4-6 Lifting device 14.
  • the centering device 4 consists of several, ribs 17 running in a star shape to the center of the cover plate 2.
  • These ribs 17 are firmly connected to the underside of the cover plate 2 and reinforce the cover plate 2 on the one hand and on the other hand cause a displacement the cover plate 2 relative to the inspection shaft 9 is not possible. Thereby the position of the cover plate 2 remains relative to the inspection shaft 9 in each Trap secured, even if passing through the covered control shaft area Machines, rollers or the like exert lateral forces on the cover plate 2 act.
  • the cover plate 2 is advantageously like the tube 5 with its support flange 6 made of metal.
  • the cover 7 can be securely fixed can be achieved relative to the tube 5 by fastening screws 18. Under Under certain circumstances, it may also be sufficient to fix it with simple plug bolts to effect.
  • the entire length of the tube 5 is chosen so that this tube 5 is still there is centered in the opening 3 of the cover plate 2 when the highest level asphalting or concreting has been achieved. In other words, it is effective Length of the pipe 5 is greater than the total thickness of the asphalting to be created or concreting including the thickness of the cover plate 2. To prevent tilting to avoid the tube 5 in the area of the opening 3 of the cover plate 2, the cover plate 2 is concentric to the opening with a guide ring 19 equipped.
  • a layer of gravel can be applied before starting with the actual asphalting is started.
  • this layer of gravel first the tube 5 is exposed, the cover 7 removed, the tube 5 raised and at the upper level of the gravel layer by lining the support flange 6 supported. After closing the tube by applying the cover 7 the control shaft is then completely closed again and it can then start to apply the first layer of asphalt.

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)
  • Golf Clubs (AREA)
  • Soil Working Implements (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Road Repair (AREA)
  • Road Paving Structures (AREA)
EP99124367A 1999-01-12 1999-12-07 Dispositif de couverture provisoire d'un regard de chaussée Expired - Lifetime EP1020568B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29900250U DE29900250U1 (de) 1999-01-12 1999-01-12 Vorrichtung zum provisorischen Abdecken eines Kontrollschachtes
DE29900250U 1999-01-12

Publications (2)

Publication Number Publication Date
EP1020568A1 true EP1020568A1 (fr) 2000-07-19
EP1020568B1 EP1020568B1 (fr) 2003-05-14

Family

ID=8067751

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99124367A Expired - Lifetime EP1020568B1 (fr) 1999-01-12 1999-12-07 Dispositif de couverture provisoire d'un regard de chaussée

Country Status (4)

Country Link
US (1) US6402423B1 (fr)
EP (1) EP1020568B1 (fr)
AT (1) ATE240439T1 (fr)
DE (2) DE29900250U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569087A (zh) * 2016-01-13 2016-05-11 中国十九冶集团有限公司 检查井施工方法

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7025529B2 (en) * 2002-08-07 2006-04-11 Zirga Inc. Self-leveling system
DE102009031474B3 (de) * 2009-07-01 2011-05-12 Robert Riedlberger Vorrichtung zum Auffinden von Öffnungen unter Asphaltdecken
US8851789B2 (en) * 2011-10-11 2014-10-07 Ameren Corporation Systems and methods for venting gas in the event of an explosion in a space covered by a manhole cover
CN111041947A (zh) * 2019-12-30 2020-04-21 云南省建设投资控股集团有限公司 一种用于防沉降井盖施工限位井圈的模具及其施工方法
CN112695804A (zh) * 2021-01-25 2021-04-23 许昌市建安区恒业建材有限公司 一种市政道路施工用井盖组件
CN113863383B (zh) * 2021-09-18 2023-06-23 上海二十冶建设有限公司 一种检查井井口临时覆盖工具
CN115976906B (zh) * 2022-12-13 2024-05-28 南京智鹤电子科技有限公司 一种防沉降路井盖施工方法
CN116556425B (zh) * 2023-04-21 2023-12-01 江苏金坛市政建设有限公司 一种路面检查井结构
CN116892220A (zh) * 2023-09-11 2023-10-17 山西建筑工程集团有限公司 一种地下管道检查井钢模板及其使用方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4924951A (en) * 1989-01-13 1990-05-15 Paulson Roger W Manhole cutter
CH683435A5 (de) * 1991-05-15 1994-03-15 Ferdinand Kofel Schachtdeckel.
DE19609776A1 (de) * 1996-03-13 1997-09-18 Reinhold Neider Verfahren zum Setzen von Schachtabdeckungen und Schachtabdeckung

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3629981A (en) * 1969-10-06 1971-12-28 Joseph S Mccaffery Adjustable height structure cover for manholes and the like
US4075796A (en) * 1977-03-25 1978-02-28 Cuozzo Benjamin D Adjustable height manhole with locking means
US4325405A (en) * 1980-01-24 1982-04-20 Christo C Louis Valve box assembly
DE3307017C1 (de) * 1983-02-28 1984-06-20 Josef 8481 Erbendorf Feit Strassenkappe fuer Schieber von unter Flur verlegten Leitungen
US4514931A (en) * 1984-07-02 1985-05-07 Allied Flux Reclaiming Ltd. Securing device for manhole cover
US5030030A (en) * 1988-03-22 1991-07-09 Riedel Omni Products, Inc. Pad for supporting a utility access conduit and method for installing same
CA1320071C (fr) * 1989-09-29 1993-07-13 Ronald B. Armstrong Methode et appareil de positionnement de pieces de fonte pour regard de visite
US5044822A (en) * 1990-02-20 1991-09-03 Kathyleen A. Dabic Moss Open bottom pit seal
US5054956A (en) * 1990-05-01 1991-10-08 Huang Cheng Chih Conduit hole cover
US5564855A (en) * 1994-05-31 1996-10-15 National Polymers Inc Height adjustment ring for manhole cover frame
US5595455A (en) * 1994-12-09 1997-01-21 Domal Envirotech Inc. Transition collar
US6109824A (en) * 1997-09-29 2000-08-29 Annes; Jean-Claude Adjustable sewer inlet section

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4924951A (en) * 1989-01-13 1990-05-15 Paulson Roger W Manhole cutter
CH683435A5 (de) * 1991-05-15 1994-03-15 Ferdinand Kofel Schachtdeckel.
DE19609776A1 (de) * 1996-03-13 1997-09-18 Reinhold Neider Verfahren zum Setzen von Schachtabdeckungen und Schachtabdeckung

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569087A (zh) * 2016-01-13 2016-05-11 中国十九冶集团有限公司 检查井施工方法

Also Published As

Publication number Publication date
US6402423B1 (en) 2002-06-11
DE29900250U1 (de) 1999-04-01
EP1020568B1 (fr) 2003-05-14
ATE240439T1 (de) 2003-05-15
DE59905549D1 (de) 2003-06-18

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