EP2336438A1 - Elément de drainage doté d'une armature en basalte - Google Patents

Elément de drainage doté d'une armature en basalte Download PDF

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Publication number
EP2336438A1
EP2336438A1 EP10193661A EP10193661A EP2336438A1 EP 2336438 A1 EP2336438 A1 EP 2336438A1 EP 10193661 A EP10193661 A EP 10193661A EP 10193661 A EP10193661 A EP 10193661A EP 2336438 A1 EP2336438 A1 EP 2336438A1
Authority
EP
European Patent Office
Prior art keywords
element according
drainage element
gutter
cover
basalt stone
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Withdrawn
Application number
EP10193661A
Other languages
German (de)
English (en)
Inventor
Mike Obert
Christian Merkel
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.)
BIRCO Baustoffwerk GmbH
Original Assignee
BIRCO Baustoffwerk 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
Application filed by BIRCO Baustoffwerk GmbH filed Critical BIRCO Baustoffwerk GmbH
Publication of EP2336438A1 publication Critical patent/EP2336438A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224—Surface drainage of streets
    • E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E03F3/046—Open sewage channels

Definitions

  • the present invention relates to a drainage element comprising an upwardly open body of concrete surrounding a watercourse.
  • Such drainage elements are usually designed as sink boxes or gutter elements. Due to their upwardly open shape, they form an inlet area, which is suitable for the entry of surface water, eg. B. for road or surface drainage, is used.
  • the bodies of such drainage elements are usually formed of concrete or polymer concrete. You can take a picture, e.g. Frame for a cover included, wherein the cover may be made of concrete or metal.
  • the drainage elements often have reinforcements made of steel.
  • steel reinforcements have the following disadvantages. On the one hand, steel can corrode, especially if the surrounding concrete loses its basic character. In addition, steel is relatively heavy and increases the total weight of the drainage element.
  • the body of the dewatering element comprises fibers of basalt stone.
  • Reinforcing fibers of basalt stone have the advantage over steel reinforcement that they do not corrode, even if the concrete should lose its basic character.
  • basaltic stone fibers are themselves mineral in nature, making the connection with the concrete more intense than the connection between steel and concrete.
  • Basalt stone fibers have very high tensile strengths and are therefore very well suited to improve the mechanical properties of the concrete.
  • the fiber does not corrode, is elastic and comparatively light, so that with basalt stone reinforcements, lighter drainage elements with the same strength properties can be made compared to conventional steel-reinforced drainage elements.
  • a large proportion of the drainage elements form channel elements, which are assembled into drainage channels to drain roads or areas.
  • Such gutter elements have a U-shaped body which is open at the top, wherein on the two vertical legs of the U-shaped body usually a cover made of concrete or metal is worn, which cover has inlet openings for surface water.
  • a cover made of concrete or metal is worn, which cover has inlet openings for surface water.
  • the water In the installed state of the gutter element closes the Cover substantially flush with the surrounding surface, e.g. B. a parking lot or a street, and the water can flow through the openings in the gutter of the trough element. There, the water is discharged into a sewerage area.
  • the reinforcing fibers of basalt stone are arranged parallel and / or transversely to the channel axis in the body, so as to improve the stability of the U-shaped body in all directions.
  • the basalt stone is melted, and from the molten basalt fibers are drawn, which have a diameter of preferably 20-1000 .mu.m, in particular 50-500 microns.
  • the fibers can easily be used in the manufacturing process, for. B. in the context of a vibratory stamping process or a casting process in the body.
  • Easier processing results when the fibers are bundled and joined into bars by binding polymers. These rods can be bent in the manner of conventional steel reinforcements and joined into mats, which are then held in the body. Because the Do not corrode basalt stone reinforcement, the mats can extend to the edge of the manufacturing mold where they can be kept on the manufacturing mold. However, it is also possible to use spacers, preferably also made of basalt stone, which remain in the body. The advantage here is that it is harmless due to the use of non-corrosive Basaltsteinbewehrungsmaterials when this material extends into the atmosphere accessible peripheral zones of the drainage body, which is not allowed in steel reinforcements.
  • the vertical legs of the body of the dewatering element may preferably have on its top a receptacle, e.g. have a frame for a cover.
  • the cover itself is made of concrete, it is advantageous to also reinforce the cover with basaltic stone fibers, in which case the reinforcing fibers are preferably parallel to the plane of the cover.
  • channel elements can be assembled on the front side to form long drainage channels, wherein the frontal Anaptetzen, the sealing of the end faces and the attachment of the grooves in the ground is known per se and therefore not further explained.
  • the channel element 10 has a cross section to the channel run U-shaped body 12 which has a bottom portion 14 from which two vertical legs 16 extend upwards.
  • the U-shaped body 12 surrounds a trained as a trough run 18, which is surrounded by the bottom portion 14 and the two vertical legs 16.
  • the two vertical legs 16 On its upper side, the two vertical legs 16 have frames 20 for receiving a cover 22 made of concrete or metal.
  • This cover 22 has inlet openings, so that surface water can enter through the cover 22 in the trough 18 and can be discharged there.
  • the body 12 itself consists of concrete, in which struts of basaltic stone fibers are provided as reinforcement.
  • transversely to the channel axis extending struts 24 are provided in basalt stone, which extend in the vertical legs 16 and in the bottom portion 14.
  • These transverse to the channel axis Basaltsteinmaschinestreben 24 are connected to running parallel to the longitudinal axis of the gutter Basaltsteinmaschinestreben 26.
  • reinforcing mats are formed in an analogous manner as in conventional steel reinforcements.
  • These reinforcing mats are preferably supported against the formwork with basalt stone spacers 28, which spacers 28 remain in the body after casting or shaking the concrete. Due to the fact that the basalt stone spacers 28 do not corrode, it is not a problem that the spacers extend to the edge of the concrete body.
  • these reinforcing struts of basaltic stone fibers may also include transversely and longitudinally to the channel longitudinal axis in the form of a mat in order to increase the bearing strength of the cover 22.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)
EP10193661A 2009-12-18 2010-12-03 Elément de drainage doté d'une armature en basalte Withdrawn EP2336438A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200920017311 DE202009017311U1 (de) 2009-12-18 2009-12-18 Entwässerungselement mit Basaltsteinbewehrung

Publications (1)

Publication Number Publication Date
EP2336438A1 true EP2336438A1 (fr) 2011-06-22

Family

ID=42035457

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10193661A Withdrawn EP2336438A1 (fr) 2009-12-18 2010-12-03 Elément de drainage doté d'une armature en basalte

Country Status (3)

Country Link
EP (1) EP2336438A1 (fr)
DE (1) DE202009017311U1 (fr)
RU (1) RU2470122C2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107869101A (zh) * 2017-10-27 2018-04-03 广州番禺职业技术学院 一种预制装配式公路截水沟及其制造方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2632725C2 (ru) * 2016-03-15 2017-10-09 Федеральное государственное бюджетное образовательное учреждение высшего образования "Тверской государственный технический университет" Способ строительства водопропускного сооружения (варианты)
CN113279299B (zh) * 2021-06-16 2022-06-24 重庆具得建筑工程有限公司 透水市政道路及其施工工艺

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0384638A2 (fr) * 1989-02-18 1990-08-29 HODKIN & JONES (SHEFFIELD) LIMITED Canal de drainage
GB2316428A (en) * 1996-06-05 1998-02-25 Hodkin & Jones Drainage assembly
RU2175043C2 (ru) * 1999-08-24 2001-10-20 Зао "Элкид" Труба для дренажа из полимерного материала
RU2190146C1 (ru) * 2001-01-12 2002-09-27 Военный инженерно-технический университет Бетонная армированная труба
UA65166A (en) * 2003-06-10 2004-03-15 Nat Tech Univ Kyiv Polytech Protected container for the transportation of solid radioactive and other ecologically dangerous waste
JP2005273388A (ja) * 2004-03-26 2005-10-06 Kanazawa Inst Of Technology コンクリートセグメント
RU2309134C1 (ru) * 2006-11-28 2007-10-27 Борис Алексеевич Пузанов Армированная полистиролбетонная смесь, способ приготовления смеси, способ изготовления теплоизоляционных изделий, панель и блок (варианты)
CN101343870A (zh) * 2008-08-22 2009-01-14 北京航空航天大学 一种纤维增强复合材料筋混凝土桩及其制作和施工方法
CN201236420Y (zh) * 2008-07-31 2009-05-13 四川航天拓鑫玄武岩实业有限公司 纤维复合筋材

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2189419C1 (ru) * 2001-12-27 2002-09-20 Дутко Олег Романович Элемент поверхностного дождеотводного канала
RU88695U1 (ru) * 2009-07-27 2009-11-20 Юрий Николаевич Игнатов Обсадное кольцо

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0384638A2 (fr) * 1989-02-18 1990-08-29 HODKIN & JONES (SHEFFIELD) LIMITED Canal de drainage
GB2316428A (en) * 1996-06-05 1998-02-25 Hodkin & Jones Drainage assembly
RU2175043C2 (ru) * 1999-08-24 2001-10-20 Зао "Элкид" Труба для дренажа из полимерного материала
RU2190146C1 (ru) * 2001-01-12 2002-09-27 Военный инженерно-технический университет Бетонная армированная труба
UA65166A (en) * 2003-06-10 2004-03-15 Nat Tech Univ Kyiv Polytech Protected container for the transportation of solid radioactive and other ecologically dangerous waste
JP2005273388A (ja) * 2004-03-26 2005-10-06 Kanazawa Inst Of Technology コンクリートセグメント
RU2309134C1 (ru) * 2006-11-28 2007-10-27 Борис Алексеевич Пузанов Армированная полистиролбетонная смесь, способ приготовления смеси, способ изготовления теплоизоляционных изделий, панель и блок (варианты)
CN201236420Y (zh) * 2008-07-31 2009-05-13 四川航天拓鑫玄武岩实业有限公司 纤维复合筋材
CN101343870A (zh) * 2008-08-22 2009-01-14 北京航空航天大学 一种纤维增强复合材料筋混凝土桩及其制作和施工方法

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107869101A (zh) * 2017-10-27 2018-04-03 广州番禺职业技术学院 一种预制装配式公路截水沟及其制造方法

Also Published As

Publication number Publication date
DE202009017311U1 (de) 2010-03-18
RU2010151513A (ru) 2012-06-27
RU2470122C2 (ru) 2012-12-20

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