WO2015048934A1 - Barrière polyvalente transférable et procédé de fabrication d'une pièce de mur - Google Patents

Barrière polyvalente transférable et procédé de fabrication d'une pièce de mur Download PDF

Info

Publication number
WO2015048934A1
WO2015048934A1 PCT/CZ2014/000012 CZ2014000012W WO2015048934A1 WO 2015048934 A1 WO2015048934 A1 WO 2015048934A1 CZ 2014000012 W CZ2014000012 W CZ 2014000012W WO 2015048934 A1 WO2015048934 A1 WO 2015048934A1
Authority
WO
WIPO (PCT)
Prior art keywords
transferable
board
wall
frame
piece
Prior art date
Application number
PCT/CZ2014/000012
Other languages
English (en)
Other versions
WO2015048934A8 (fr
Inventor
Josef Turek
Original Assignee
Josef Turek
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 Josef Turek filed Critical Josef Turek
Priority to HU1600350A priority Critical patent/HUP1600350A2/hu
Publication of WO2015048934A1 publication Critical patent/WO2015048934A1/fr
Publication of WO2015048934A8 publication Critical patent/WO2015048934A8/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
    • E04H9/145—Floods
    • 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
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/106—Temporary dykes
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

Definitions

  • the invention relates to a transferable multipurpose barrier, consisting of dismountable units each unit being provided with a wall piece and at least one wall support and further relates to a method of manufacturing a wall piece.
  • Houses and other buildings are at most places built at places liable to face a danger of a natural calamity, namely at places near to water streams, steep slopes or rocks. At many such places a dangerous situation could be predictable nevertheless people feel themselves in safety as after many years of peaceful life they no more realize what could happen or they even underestimate the circumstances.
  • the first type is designed for an application at a selected place, where in advance there are prepared anchor means like loop or hooks or, as the case may be, reinforced hole for insertion of support posts.
  • the said barrier consist of elements basically having a shape of a horizontally oriented, hollow triangular prism without both bases and the bottom wall being substituted by connecting and anchoring elements.
  • One of the walls faces the direction from which a water flow is expected, the other wall is a support of the first one.
  • Obvious disadvantage of such a barrier includes difficult transport and labour demanding assembly, requiring mechanical means.
  • the patent application CZ PV2008-252 describes a barrier which consists of dismountable individual units comprising a base and a wall with at least one support, the base being provided with wall anchoring means and support anchoring means and the wall having a rigid frame.
  • the barrier design manifests disadvantages comprising a very robust wall support and first of all insufficient interconnections of adjoining walls.
  • the paper EP 1262602 deals with a transferable barrier with at least one wall shaped element which is supported by at least two dismountable supports. A contact joint between each wall and a ground surface is covered by a sheet. Nevertheless the paper solves neither the problem of a contact joint between two adjacent wall nor design of individual wall units which for a transferable barrier have to be rigid but not excessively heavy. Only a support construction is described in an utility design AT 006490 U1. The said support is covered by sand bags to face coming water. Just the application of sand bags is a complicated matter and requires lot to time to complete a barrier at desired place.
  • a transferable multipurpose barrier consisting of dismountable units each unit being provided with a wall piece and at least one wall support
  • a wall piece of each of the barrier units comprise a board made of a composite material and is provided with reinforcing frame made of a composite material as an integrated element connected with the board by means of a bonding agent and a continuous layer of a top coat covering the frame as well as the respective surface of the board.
  • the frame cross-section has a shape of a trapezoid with rounded edges, while at least one part of the trapezoid base is bended by 180°.
  • the composite material comprise a resin matrix with reinforcement material covered by a protective layer.
  • glass-fibre mat, glass-fibre fabric and/or polypropylene or aluminium honey-comb structure and may comprise also aramid and/or carbon fibres are used as the reinforcement materials.
  • the matrix preferably comprises polyester and/or vinyl-ester and/or epoxy resins.
  • the board is provided with a flat packing located at the board bottom edge.
  • the adjacent units are interconnected by an intermediate piece, inserted on adjacent edges of two spaced apart adjoining walls.
  • the intermediate piece comprise two elastic stripes spaced apart by means of a distance insert, the mutual distance of the elastic stripes corresponding to a thickness of the wall edge.
  • a flat board consisting of a resin matrix and reinforcement layers and the composition then hardens by an ambient temperature.
  • a one-piece frame made also of laminated resin bonded reinforcement material. After partial hardening the frame is resin bonded to the board and the plate together with the frame is covered by a top resin layer. Then the complete wall is completed by a final hardening procedure.
  • the transferable multipurpose barrier according the present invention is designed for capturing and diversion of a water flow or to hold a slipping earth or rock stones. Due to the design, the barrier wall is easy to manufacture, manipulation with each part of the barrier is comfortable and assembly of the barrier requires no exceptional effort. The manipulation is facilitated by the fact the wall pieces comprise no metal reinforcement or parts which would increase its weight.
  • the discussed barrier construction can be installed even under terrain conditions where heavy construction machinery is not applicable, as is the case in terrain with difficult accessibility or terrain soaked with water after long-lasting rain period. An installation of the barrier according the invention is limited neither by a character of the site nor by the barrier required length.
  • Fig. 1 shows front view on the board from the back side, while a cross-section of the board is presented on Fig. 2.
  • Fig. 3 there is shown a cross-section of a reinforcing frame both for vertical and inclined arrangement of wall pieces s and on Fig. 4 there is presented a plan view on a barrier wall screwed to vertical walls.
  • Fig. 5 presents a reinforcement frame for vertically arranged walls pieces in a cross-section
  • Fig. 6 shows a plan view on a wall piece inserted between support poles.
  • Fig. 7 there is a front elevation view on a vertical support pole with a not-yet fixed wall piece and Fig. 8 shows the vertical support pole according Fig. 7 in a plan view.
  • Fig, 9 shows an inclined arrangement of a wall piece in an elevation view.
  • Fig. 10 presents an intermediate piece in a front view on the face side and on Fig. 11 there is the intermediate piece according Fig. 10 in a front view on its opposite side and Fig. 12 shows the intermediate piece according Fig. 10 in a cross-section.
  • FIG. 1 A barrier according the invention as seen from the front side is presented on Fig. 1.
  • the barrier comprise dismountable units each of them being provided with a wall piece 1 to be arranged at a site directly on a ground or by means of a base 2 and resting against at least one inclined or vertically arranged support.
  • the wall piece 1 comprises a board 5 made of a composite material and provided with a reinforcement frame 6.
  • the frame 6 is an integrated single-piece part also made of a composite material and by means of a resinous adhesive is bonded to the board 5 back surface.
  • the said board 5 surface inclusive the frame 6 is covered by a continuous resin layer.
  • the reinforcement frame 6 has substantially a trapezoidal cross-section and is attached to the board 5 back surface by its longer base.
  • the trapezoidal cross-section longer base is divided into two parts, each of them being bended outwards by 180°. Both bended parts provide for surfaces contacting the board 5.
  • FIG. 3 Such an embodiment of the reinforcement frame 6 is shown on Fig. 3.
  • the wall piece 1 designed for vertically arranged supports with an U-shaped or an H-shaped cross-section has a reinforcement frame 6 of a cross-section in a form of a trapezoid with rounded edges, but as seen from the frame 6 cross-section, presented on Fig. 5, only one part of the longer trapezoidal base is bended outwards by 180°. This bended part of the frame 6 faces inside the board 5 back surface, while the opposite frame 6 edges coincide with edges of the wall piece 1.
  • the applied composite material comprises reinforcement, a matrix and a protective top coat.
  • the reinforcement is made of a glass-fibre mat, glass-fibre fabric and/or polypropylene or aluminium honey-comb structure and may comprise also aramid or carbon fibres or their combination.
  • the matrix material depends on required mechanical properties of the wall piece and preferably it comprises polyester resin, or as the case may be even vinyl-ester or epoxy resins.
  • the wall piece 1 for the multipurpose barrier By manufacturing the wall piece 1 for the multipurpose barrier according the invention at first there is created a flat board 5 consisting of reinforcement layers and resin matrix and the composition is let to harden at an ambient temperature.
  • a one-piece frame made also of laminated resin bonded reinforcement material.
  • the frame 6 is resin bonded to the board 6 and the board 5 together with the frame 6 are covered by a resin topcoat and the unit is completed by a final hardening procedure.
  • the wall piece 1 is resistible against a wide temperature range, from -30 °C to +50 °C, chemicals and with respect to applied reinforcement resists high mechanical stress without being damaged.
  • the wall piece board is up to 3 m long and up to 2 m wide.
  • the wall piece 1 designed for barriers against water and for erection directly on the ground is provided with a longitudinal resilient flat packing 7 located at the wall piece bottom edge, as seen on Fig. 7.
  • the flat packing 7 may be of various designs, according the purpose of installed barrier.
  • the term bottom edge describes an edge of the board 5 which is to be in contact with a ground on the site.
  • the resilient flat packing 7 provides for sealing of the wall pieces 1 against the ground surface and eventually compensates the ground unevenness.
  • the wall pieces 1 arranged either side by side or completed with extension parts 18 above the wall pieces 1 are mutually interconnected by intermediate pieces 10, the design of which is presented on Figs 10, 11 , 12.
  • the intermediate piece 10 is inserted on adjacent edges of two spaced apart adjoining wall parts.
  • Each intermediate piece 10 comprise two elastic stripes 12,13 spaced apart by means of a distance insert 1 1 , the mutual distance of the elastic stripes 12,13 corresponding to a thickness of the wall piece 1 edge.
  • the distance insert 11 is made of a hollow profile having a rectangular cross-section.
  • the first stripe 12 on a future front side of the intermediate piece 10, i.e. on the outside of the insert 1 1 is made of an elastic material and from both sides is supported by metal bands 14,15.
  • Both the outside band 14 and the inside band 15 have their length and width shorter than respective dimensions of the elastic first stripe 12.
  • the second elastic stripe 13 located on the inside of the insert 1 1 is made of a metal sheet.
  • the outside band 14 and the second elastic stripe 13 are mutually interconnected by rivets 16.
  • the intermediate piece 10 may be provided with a handle 17 located at the intermediate piece 10 inside.
  • each of the wall pieces 1 is kept in a set position by at least one support 3.
  • FIG. 9 there is presented an example of such a support 3.
  • the support 3 comprise in parallel and spaced apart arranged two bars 31 ,32 mutually connected by a cross girder 33.
  • a seat 34 to accommodate the wall piece frame 6 is positioned in a push fit at each one of the two bars 31 ,32.
  • the bars 31 ,32 are made of tubes and there is a seat 34 is attached to a sleeve 35 set at an upper free end each one of the two bars 31 ,32. By moving the sleeve 35 along the bar 31 ,32 the length of each bar 31 ,32 can be adjusted to actual need.
  • the sleeve 35 set position shall be fixed by means known as such, namely by a pin inserted into one of the holes in the sleeve 35 and the bar 31 as well.
  • the seat 34 may be attached at an end of a rod inserted into the bar 31 ,32. Position of the rod with respect to the bar may be fixed by the same as described above.
  • the wall piece frame 6 rests in the seat 34.
  • each bar 31 ,32 is provided with a tip 36.
  • the tips 36 prevent undesired movement of the barrier with respect to original position on the site.
  • the wall pieces 1 are arranged practically in a vertical position. If it not possible to fix the wall piece 1 at the building wall 40, as shown on Fig. 4, there is used a vertical support pole 41 with inclined strut 42, the support pole 41 being attached by screws to a base plate 44, as presented on Fig. 7.
  • the complete construction of the above described barrier can be installed both in open-air grounds and on solid base such as pavement, asphalt or concrete road, etc.
  • the same barrier design can be applied also for other purpose, like a protection against possible landslide.
  • the present invention is designed for construction of transferable, i.e. temporary built barriers for preventing undesired water flow or floods or even landslip.
  • the barrier can be installed in open-air grounds as well as in housing areas.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Revetment (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

Selon la présente invention, pour la construction de barrières construites transférables, c'est-à-dire temporaires pour empêcher un écoulement d'eau indésirable ou des inondations ou même un glissement de terrain, on conçoit une barrière polyvalente transférable, constituée d'unités démontables, chaque unité comportant une pièce de mur et au moins un support de mur, la pièce de mur (1) comprenant un panneau (5) constitué d'un matériau composite et comportant un cadre de renforcement (6) constitué également d'un matériau composite en tant qu'élément intégré relié au panneau au moyen d'un agent de liaison et une couche supérieure continue couvrant le cadre (6) ainsi que la surface respective du panneau (5).
PCT/CZ2014/000012 2013-10-02 2014-01-28 Barrière polyvalente transférable et procédé de fabrication d'une pièce de mur WO2015048934A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
HU1600350A HUP1600350A2 (hu) 2013-10-29 2014-10-29 Iparilag alkalmazható eljárás nagy tisztaságú aklidínium-bromid elõállítására

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CZPV2013-764 2013-10-02
CZ2013-764A CZ2013764A3 (cs) 2013-10-02 2013-10-02 Přemístitelná víceúčelová bariéra a způsob výroby stěny

Publications (2)

Publication Number Publication Date
WO2015048934A1 true WO2015048934A1 (fr) 2015-04-09
WO2015048934A8 WO2015048934A8 (fr) 2016-02-18

Family

ID=50190127

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CZ2014/000012 WO2015048934A1 (fr) 2013-10-02 2014-01-28 Barrière polyvalente transférable et procédé de fabrication d'une pièce de mur

Country Status (3)

Country Link
CZ (1) CZ2013764A3 (fr)
PE (1) PE20150026Z (fr)
WO (1) WO2015048934A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756013A (zh) * 2016-04-21 2016-07-13 高瞻 一种可拆卸防汛墙
CN110984070A (zh) * 2019-12-21 2020-04-10 张永昌 一种改进的水利工程用便于组装的防洪堤
JP2020090801A (ja) * 2018-12-03 2020-06-11 三和鋼業株式会社 持ち運び式止水板装置
WO2023250219A1 (fr) * 2022-06-20 2023-12-28 Portadam, Inc. Système de protection contre les inondations et de déviation de fluide

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6042301A (en) 1995-07-17 2000-03-28 Sovran; Jean-Paul River bank flood barrier
EP1262602A2 (fr) 2001-05-30 2002-12-04 plettac assco GmbH & Co. KG. Système mobile de protection contre les crues
AT6490U1 (de) 2002-10-28 2003-11-25 Josef Gottler Mobiles hochwasserschutzelement
FR2843411A1 (fr) 2002-08-08 2004-02-13 Sarl Gestra Digue de protection temporaire contre les crues, rippable et deplacable
WO2009103429A1 (fr) * 2008-02-22 2009-08-27 Inero Ab Barrière de protection contre l'eau
CZ2008252A3 (cs) 2008-04-23 2009-11-04 VOP Dolní Bousov, spol. s r.o. Protipovodnová zábrana
WO2011009418A2 (fr) * 2009-07-24 2011-01-27 Josef Turek Barrière anti-inondation transportable
US20110052323A1 (en) * 2009-08-27 2011-03-03 Mun Kam C Flood barrier
GB2477578A (en) * 2010-02-09 2011-08-10 Adaptaglaze Ltd A flood barrier
EP2634328A2 (fr) * 2012-03-01 2013-09-04 Frank Kelly Dispositif de protection contre les inondations et son utilisation

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6042301A (en) 1995-07-17 2000-03-28 Sovran; Jean-Paul River bank flood barrier
EP1262602A2 (fr) 2001-05-30 2002-12-04 plettac assco GmbH & Co. KG. Système mobile de protection contre les crues
FR2843411A1 (fr) 2002-08-08 2004-02-13 Sarl Gestra Digue de protection temporaire contre les crues, rippable et deplacable
AT6490U1 (de) 2002-10-28 2003-11-25 Josef Gottler Mobiles hochwasserschutzelement
WO2009103429A1 (fr) * 2008-02-22 2009-08-27 Inero Ab Barrière de protection contre l'eau
CZ2008252A3 (cs) 2008-04-23 2009-11-04 VOP Dolní Bousov, spol. s r.o. Protipovodnová zábrana
WO2011009418A2 (fr) * 2009-07-24 2011-01-27 Josef Turek Barrière anti-inondation transportable
US20110052323A1 (en) * 2009-08-27 2011-03-03 Mun Kam C Flood barrier
GB2477578A (en) * 2010-02-09 2011-08-10 Adaptaglaze Ltd A flood barrier
EP2634328A2 (fr) * 2012-03-01 2013-09-04 Frank Kelly Dispositif de protection contre les inondations et son utilisation

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756013A (zh) * 2016-04-21 2016-07-13 高瞻 一种可拆卸防汛墙
JP2020090801A (ja) * 2018-12-03 2020-06-11 三和鋼業株式会社 持ち運び式止水板装置
JP7194984B2 (ja) 2018-12-03 2022-12-23 三和鋼業株式会社 持ち運び式止水板装置
CN110984070A (zh) * 2019-12-21 2020-04-10 张永昌 一种改进的水利工程用便于组装的防洪堤
CN110984070B (zh) * 2019-12-21 2021-06-25 宁夏兴天建设工程有限公司 一种改进的水利工程用便于组装的防洪堤
WO2023250219A1 (fr) * 2022-06-20 2023-12-28 Portadam, Inc. Système de protection contre les inondations et de déviation de fluide
US12018447B2 (en) 2022-06-20 2024-06-25 Water Diversion, Llc Flood protection and fluid diversion system

Also Published As

Publication number Publication date
PE20150026Z (es) 2015-01-28
WO2015048934A8 (fr) 2016-02-18
CZ2013764A3 (cs) 2015-04-15

Similar Documents

Publication Publication Date Title
US10364589B2 (en) Barrier
KR101707523B1 (ko) 사면 보강 및 급속시공을 위한 계단식 옹벽 시공용 프리캐스트 콘크리트 블록 및 이를 이용한 옹벽 시공방법
US10125468B2 (en) Stay-in-place footing form assembly and method of use
WO2015048934A1 (fr) Barrière polyvalente transférable et procédé de fabrication d'une pièce de mur
KR101397800B1 (ko) 단면증설 및 지중보에 의한 기존 철근콘크리트 모멘트골조 건축물의 내진보강방법
RU2605468C2 (ru) Модульная система сборных строительных деталей заводского изготовления
WO2019109056A1 (fr) Ensemble cadre de fondation sismique et procédé de formation d'une fondation l'utilisant
KR101633431B1 (ko) 기존 교량 콘크리트와 구조적 일체화를 확보한 교량 확장형 인도 및 이의 시공방법
JPH04231510A (ja) 半埋設カバー構体及びその構築方法
US7857552B2 (en) Tenon joint type space lattice structure
US8104996B2 (en) Two-shell structural system for constructing plantable steep embankments formed from several layers
US10400417B1 (en) Ground stabilization grid
US20130170907A1 (en) Lightweight support mat for equipment and vehicles
KR100736852B1 (ko) 프리캐스트 ｒ.ｃ 옹벽 구조물
JP6240625B2 (ja) 擁壁、造成地及び造成地の造成方法
EP2072688A1 (fr) Structure de réseau d'espace à assemblage à tenon
KR102352069B1 (ko) 내진성능이 우수한 옹벽블록 보강지지 시스템 및 그 시공공법
KR102178399B1 (ko) 내진성능이 우수한 보강지지구조를 구비한 보강토 옹벽블록 및 그 시공방법
JP2019065641A (ja) 落石防護柵
KR101138708B1 (ko) 암파쇄 복합자재 방호벽 구조물
CN103225262B (zh) 一种混合型人行道结构及其施工方法
CZ32936U1 (cs) Bezpečnostní bariéra pro ochranu proti výbuchu
WO2011009418A2 (fr) Barrière anti-inondation transportable
JP2003020658A (ja) 構造体
KR101419000B1 (ko) 토석류 방지용 기둥 구조물, 토석류 방지용 안전펜스 및 토석류 방지용 안전펜스의 시공방법

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 000512-2014

Country of ref document: PE

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 14707316

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 14707316

Country of ref document: EP

Kind code of ref document: A1