WO2001048324A2 - Treillis pour emplacement de materiaux - Google Patents

Treillis pour emplacement de materiaux Download PDF

Info

Publication number
WO2001048324A2
WO2001048324A2 PCT/RU2000/000516 RU0000516W WO0148324A2 WO 2001048324 A2 WO2001048324 A2 WO 2001048324A2 RU 0000516 W RU0000516 W RU 0000516W WO 0148324 A2 WO0148324 A2 WO 0148324A2
Authority
WO
WIPO (PCT)
Prior art keywords
πρi
corner
concave
maτeρiala
ερτε
Prior art date
Application number
PCT/RU2000/000516
Other languages
English (en)
Russian (ru)
Other versions
WO2001048324A3 (fr
Inventor
Alexandr Efimovich Merzlikin
Original Assignee
Alexandr Efimovich Merzlikin
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 Alexandr Efimovich Merzlikin filed Critical Alexandr Efimovich Merzlikin
Priority to AU24142/01A priority Critical patent/AU2414201A/en
Publication of WO2001048324A2 publication Critical patent/WO2001048324A2/fr
Publication of WO2001048324A3 publication Critical patent/WO2001048324A3/fr

Links

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
    • E01C3/00—Foundations for pavings
    • E01C3/003—Foundations for pavings characterised by material or composition used, e.g. waste or recycled material
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines

Definitions

  • Iz ⁇ b ⁇ e ⁇ enie ⁇ n ⁇ si ⁇ sya ⁇ s ⁇ i ⁇ els ⁇ vu and m ⁇ zhe ⁇ by ⁇ is ⁇ lz ⁇ van ⁇ ⁇ i s ⁇ i ⁇ els ⁇ ve d ⁇ g and imenn ⁇ ⁇ i s ⁇ i ⁇ els ⁇ ve ⁇ sn ⁇ vaniya d ⁇ zhn ⁇ y ⁇ dezhdy and ⁇ a ⁇ zhe for u ⁇ e ⁇ leniya and zaschi ⁇ y ⁇ e ⁇ zii g ⁇ un ⁇ vy ⁇ ⁇ s ⁇ v, ⁇ anal ⁇ v, ⁇ blits ⁇ v ⁇ and gid ⁇ e ⁇ niches ⁇ i ⁇ s ⁇ uzheny.
  • SIGNIFICANT FOX (DR. 26) Areas known for the industrial property (patent) are known.
  • the dispenser is in the event of an accident.
  • vysheu ⁇ azann ⁇ g ⁇ ⁇ e ⁇ niches ⁇ g ⁇ ⁇ ezul ⁇ a ⁇ a in ⁇ eshe ⁇ e for l ⁇ alizatsii ma ⁇ e ⁇ iala, vy ⁇ lnenn ⁇ y of gib ⁇ i ⁇ ⁇ l ⁇ s, us ⁇ an ⁇ vlenny ⁇ on ⁇ eb ⁇ a and s ⁇ edinenny ⁇ between s ⁇ b ⁇ y che ⁇ ez ⁇ mezhu ⁇ i seams ⁇ b ⁇ az ⁇ vaniem ⁇ i ⁇ as ⁇ yazhenii ⁇ bemn ⁇ y yacheis ⁇ y s ⁇ u ⁇ u ⁇ y, uchas ⁇ i gib ⁇ i ⁇ ⁇ l ⁇ s in ⁇ mezhu ⁇ a ⁇ between seams ⁇ ye ⁇ i
  • SIGNIFICANT FOX (DR. 26) At the same time, the cells are open; This part, which is a constituent component, may be made by extrusion or by spraying.
  • a large, portable component may be in cross-section, in parallel with flexible tape, a rectangular or a non-rigid, or non-rigid, or non-rigid
  • the length of the indicated large-sized consumer element, in cross-section, at the same time is more than 0.5 mm longer than the length of more than 0.25 mm.
  • the lattice for the localization of material 1 is made from the flexible ⁇ band
  • a large-capacity component 5 can be executed with a cross section that is flexible and non-invasive.
  • Z ⁇ YAU IJ LIS ⁇ P ⁇ IL ⁇ 26 between the blocks are formed the connection of the type of tongue and groove (Fig. 5).
  • P ⁇ i za ⁇ ve ⁇ devanii s ⁇ i ⁇ eln ⁇ g ⁇ ma ⁇ e ⁇ iala on account ⁇ us ⁇ el ⁇ g ⁇ ⁇ ns ⁇ u ⁇ ivn ⁇ g ⁇ elemen ⁇ a 5 vydavlenn ⁇ g ⁇ in s ⁇ en ⁇ e yachey ⁇ i, ⁇ m ⁇ b ⁇ az ⁇ vanie bl ⁇ v ⁇ is ⁇ di ⁇ ⁇ a ⁇ im ⁇ b ⁇ az ⁇ m, ch ⁇ on ⁇ dn ⁇ m of bi ⁇ s ⁇ sedni ⁇ bl ⁇ v ⁇ b ⁇ azue ⁇ sya vys ⁇ u ⁇ 6 ⁇ y v ⁇ di ⁇ in ⁇ l ⁇ s ⁇ 7 ⁇ b ⁇ azuemuyu ⁇ i ⁇ m ⁇ schi ⁇ g ⁇ same sam ⁇ g ⁇ ⁇ us ⁇ el
  • ⁇ a ⁇ im ⁇ b ⁇ az ⁇ m ⁇ i is ⁇ lz ⁇ vanii ⁇ edlagaem ⁇ y ⁇ eshe ⁇ i for l ⁇ alizatsii ma ⁇ e ⁇ iala ⁇ i v ⁇ zvedenii ⁇ sn ⁇ vaniya d ⁇ zhn ⁇ y ⁇ dezhdy, u ⁇ azann ⁇ e ⁇ sn ⁇ vanie with ⁇ dn ⁇ y s ⁇ ny imee ⁇ bl ⁇ chnuyu s ⁇ u ⁇ u ⁇ u with d ⁇ ug ⁇ y s ⁇ ny imee ⁇ sis ⁇ emu nadezhny ⁇ ties between bl ⁇ ami, ⁇ ye d ⁇ s ⁇ a ⁇ chn ⁇ reliable ⁇ i e ⁇ s ⁇ lua ⁇ atsii.
  • ⁇ b ⁇ azuyuschiesya communication between bl ⁇ ami s ⁇ s ⁇ bs ⁇ vuyu ⁇ increase ⁇ as ⁇ edelyayuschey s ⁇ s ⁇ bn ⁇ s ⁇ i sl ⁇ ya d ⁇ zhn ⁇ y ⁇ dezhdy, on account of increasing ⁇ l ⁇ schadi ⁇ e ⁇ edachi nag ⁇ uz ⁇ i ⁇ bl ⁇ a ⁇ s ⁇ sednim bl ⁇ am, ⁇ ichem ⁇ d deys ⁇ viem ⁇ ab ⁇ chey nag ⁇ uz ⁇ i ⁇ i e ⁇ s ⁇ lua ⁇ atsii s ⁇ zdannye sh ⁇ un ⁇ v ⁇ g ⁇ zatse ⁇ leniya communication between bl ⁇ ami not ⁇ az ⁇ ushayu ⁇ sya. Also, there is a decrease in the rate of formation of temperature defects in the overlying layer, which was made from a small material.
  • the block structures can also be used for the strengthening of the products, hydraulics and utilities.
  • the active constituent elements 5 are made by extrusion (pressure) with the formation of a cross-section, parallel with the flexibility of the flexible, and the compact
  • the length ⁇ of element 5 is 0.25 of the length of the cell wall, and the width of Komputer is 0.5 from the width of flexible zone 2.
  • Flexible lines 2 may be made from suitable materials connected between the Ultimate Sound Welding Method.

Abstract

L'invention concerne le domaine de la construction et peut s'appliquer à la construction de routes, et notamment à la fabrication d'un revêtement routier, ainsi qu'au renforcement et à la protection des talus en terre, des canaux, des revêtements et des ouvrages hydrauliques contre l'érosion. La mise en oeuvre de cette invention permet d'assurer, au cours de la fabrication d'une base de revêtement routier en béton de ciment, la formation d'une structure modulaire dont les blocs s'emboîtent de manière fiable, augmentant ainsi la durée de vie du revêtement routier. Le treillis pour l'emplacement des matériaux est constitué de bandes flexibles disposées sur des arêtes et raccordées entre elles, à intervalles appropriés, par des joints. Lors de son extension, le treillis forme une structure volumique en nid d'abeille. Les sections entre les joints des bandes flexibles qui, lors de leur extension forment des parois alvéolaires, sont constituées, au moins, d'une section concave et/ou convexe et/ou concave-convexe, formant ainsi un élément de construction creux.
PCT/RU2000/000516 1999-12-24 2000-12-20 Treillis pour emplacement de materiaux WO2001048324A2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU24142/01A AU2414201A (en) 1999-12-24 2000-12-20 Grid for localisation of materials

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
RU99126751 1999-12-24
RU99126751A RU2151843C1 (ru) 1999-12-24 1999-12-24 Решетка для локализации материала

Publications (2)

Publication Number Publication Date
WO2001048324A2 true WO2001048324A2 (fr) 2001-07-05
WO2001048324A3 WO2001048324A3 (fr) 2001-12-20

Family

ID=20228328

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2000/000516 WO2001048324A2 (fr) 1999-12-24 2000-12-20 Treillis pour emplacement de materiaux

Country Status (3)

Country Link
AU (1) AU2414201A (fr)
RU (1) RU2151843C1 (fr)
WO (1) WO2001048324A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007074448A2 (fr) 2005-12-29 2007-07-05 P.R.S. Mediterranean Ltd Système de confinement cellulaire amélioré

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104294832A (zh) * 2014-10-22 2015-01-21 贵州正业工程技术投资有限公司 岩溶洼地岩堆卸荷补强结构
CN104746478B (zh) * 2015-03-21 2016-07-20 长江重庆航道工程局 一种软体排沉排方法
RU2752464C1 (ru) * 2020-11-13 2021-07-28 Виталий Федотович Яковлев Способ формирования объемной решетчатой конструкции из пластиковых полос

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4111585A (en) * 1977-04-27 1978-09-05 Mascaro Thomas C Module and modular support for turfgrass and like areas
EP0378309A1 (fr) * 1989-01-11 1990-07-18 Reynolds Consumer Products, Inc. Matériau à cellules perforées pour le confinement de béton et de matières terreuses
EP0611849A1 (fr) * 1993-02-18 1994-08-24 Reynolds Consumer Products, Inc. Matériau à cellules renforcé
RU2044813C1 (ru) * 1993-03-02 1995-09-27 Юрий Андреевич Аливер Гибкое многослойное покрытие
RU2129189C1 (ru) * 1998-06-04 1999-04-20 494 Управление Начальника Работ Решетка с ячеистой структурой и способ ее изготовления
RU2136817C1 (ru) * 1999-01-20 1999-09-10 Егоров Александр Витальевич Решетка с ячеистой структурой для укрепления грунтовой поверхности

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4111585A (en) * 1977-04-27 1978-09-05 Mascaro Thomas C Module and modular support for turfgrass and like areas
EP0378309A1 (fr) * 1989-01-11 1990-07-18 Reynolds Consumer Products, Inc. Matériau à cellules perforées pour le confinement de béton et de matières terreuses
EP0611849A1 (fr) * 1993-02-18 1994-08-24 Reynolds Consumer Products, Inc. Matériau à cellules renforcé
RU2044813C1 (ru) * 1993-03-02 1995-09-27 Юрий Андреевич Аливер Гибкое многослойное покрытие
RU2129189C1 (ru) * 1998-06-04 1999-04-20 494 Управление Начальника Работ Решетка с ячеистой структурой и способ ее изготовления
RU2136817C1 (ru) * 1999-01-20 1999-09-10 Егоров Александр Витальевич Решетка с ячеистой структурой для укрепления грунтовой поверхности

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007074448A2 (fr) 2005-12-29 2007-07-05 P.R.S. Mediterranean Ltd Système de confinement cellulaire amélioré
EP1962697A2 (fr) * 2005-12-29 2008-09-03 P.R.S. Mediterranean Ltd Système de confinement cellulaire amélioré
EP1962697A4 (fr) * 2005-12-29 2010-04-28 P R S Mediterranean Ltd Système de confinement cellulaire amélioré
US8092896B2 (en) 2005-12-29 2012-01-10 Prs Mediterranean Ltd. Cellular confinement system

Also Published As

Publication number Publication date
RU2151843C1 (ru) 2000-06-27
WO2001048324A3 (fr) 2001-12-20
AU2414201A (en) 2001-07-09

Similar Documents

Publication Publication Date Title
US6696169B1 (en) Expanded metal mesh and tool for producing the same
US3137604A (en) Honeycomb structure and process of manufacture
US3566607A (en) Corrugated drainage tubes
ES2184371T3 (es) Procedimiento de fabricacion de un armzon para neumaticos y armazon asi obtenido.
US4654639A (en) Signaling material and method for protecting subterranean structures
WO2001048324A2 (fr) Treillis pour emplacement de materiaux
US20060147275A1 (en) Textured geocell
CN108350675B (zh) 用于土壤稳固的无焊接的三维土工格室系统及制备其的预制件
EP3577278B1 (fr) Blocs de drainage pour les digues ou les endroits urbains
US5040572A (en) Revetment mattress
JP2008537575A (ja) 格子マット
CA2946827A1 (fr) Bloc de mousse renforce d'un corps integre de materiau de renfort
KR100711500B1 (ko) 유공관 보호부재가 구비된 드레인 보드 코어재
KR101394989B1 (ko) 충격 대응 합성보강재, 이를 위한 격자구조체 및 합성보강재의 제작방법
US20020037198A1 (en) Blocks for protecting embankment
RU2664556C1 (ru) Заготовка для ячеистой объемной несварной бесшовной георешетки
RU106906U1 (ru) Усиленная георешетка (варианты)
KR20150146272A (ko) 세그먼트를 이용한 콘크리트 아치형 구조물
CN210562229U (zh) 土工格栅格室边坡覆绿固土装置
RU79113U1 (ru) Берегозащитное сооружение (варианты) и блок берегозащитного сооружения (варианты)
RU2237778C2 (ru) Решетка для локализации материала
US20040083668A1 (en) Fire barrier transitions
JP2017145595A (ja) 先行エレメントの端部構造および地中連続壁の施工方法
KR200182641Y1 (ko) 콘크리트 구조물용 지수판
CN214646519U (zh) 一种高分子聚酯复合防水卷材

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A2

Designated state(s): AT AU CA DE DK FI GB IL JP LU NO PL SE UA US

AL Designated countries for regional patents

Kind code of ref document: A2

Designated state(s): AM AZ BY KG KZ MD RU TJ TM AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE TR

121 Ep: the epo has been informed by wipo that ep was designated in this application
DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
AK Designated states

Kind code of ref document: A3

Designated state(s): AT AU CA DE DK FI GB IL JP LU NO PL SE UA US

AL Designated countries for regional patents

Kind code of ref document: A3

Designated state(s): AM AZ BY KG KZ MD RU TJ TM AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE TR

REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

122 Ep: pct application non-entry in european phase
NENP Non-entry into the national phase in:

Ref country code: JP