WO2018212465A1 - Structure de paroi élévatrice visant à empêcher une inondation - Google Patents

Structure de paroi élévatrice visant à empêcher une inondation Download PDF

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Publication number
WO2018212465A1
WO2018212465A1 PCT/KR2018/004432 KR2018004432W WO2018212465A1 WO 2018212465 A1 WO2018212465 A1 WO 2018212465A1 KR 2018004432 W KR2018004432 W KR 2018004432W WO 2018212465 A1 WO2018212465 A1 WO 2018212465A1
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WO
WIPO (PCT)
Prior art keywords
wall
lifting
pair
mounting
buried
Prior art date
Application number
PCT/KR2018/004432
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English (en)
Korean (ko)
Inventor
이용헌
노영섭
김일호
Original Assignee
주식회사 리버앤텍
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.)
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Application filed by 주식회사 리버앤텍 filed Critical 주식회사 리버앤텍
Publication of WO2018212465A1 publication Critical patent/WO2018212465A1/fr

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    • 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
    • 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
    • Y02A30/00—Adapting or protecting infrastructure or their operation

Definitions

  • the present invention relates to a lifting-type flood prevention wall structure, and more particularly, it is possible to ensure the airtight, as well as to be installed with an allowable width by installing the lifting-type flood prevention wall to ensure the freedom of construction It is about a structure.
  • hydrophilic spaces In urban rivers, levees have recently attracted much attention in terms of the construction of hydrophilic spaces, including the provision of hydrophilic spaces to provide nearby residents with rest and walking paths.
  • the prior art has a problem that can not be leveled when the movable wall is raised or lowered due to such construction difficulties, and it is inclined to either side. there was.
  • the present invention has been invented to improve the above problems, it is possible to ensure the airtightness, as well as to install the construction with a margin of width by providing a lifting flood prevention wall structure that enables the freedom of construction It is to provide.
  • the present invention is a wall unit including a pair of mounting wall is partially embedded in the basement of the dike, the rest is exposed on the installation surface of the dike;
  • a vehicle wall unit including an elevating wall having both ends guided to an installation groove partially formed in an up and down direction along an opposing surface of each of the pair of installation walls;
  • a guide unit mounted to an installation groove formed along an opposing surface of each of the pair of mounting walls to guide edges of both ends of the elevation wall according to the elevation of the elevation wall;
  • an adjusting unit including a plurality of long holes respectively formed on both sides of the guide unit in up and down directions such that horizontal ends are maintained when both ends of the elevating wall are installed with a certain degree of play between the guide units.
  • the lifting wall is usually buried in the ground and can provide a lifting type flood prevention wall structure, characterized in that rising from the installation surface during the flood.
  • FIG. 1 is a side cross-sectional conceptual view showing a state and operation state of the lifting-type flood prevention wall structure according to an embodiment of the present invention
  • FIG. 2 is a cross-sectional conceptual view of lines IIa-IIa and IIb-IIb of FIG. 1.
  • Figure 3 is a side cross-sectional conceptual view showing a state in which the lifting-type flood protection wall structure is installed according to another embodiment of the present invention
  • FIG. 4 is a conceptual view showing the planar cross-sectional view seen from the IVa-IVa line and the IVb-IVb line of FIG. 1 and from one side of the intermediate wall among the wall units which are main parts of the present invention.
  • FIG. 5 is a schematic cross-sectional conceptual view seen from the Va-Va and Vb-Vb lines of FIG. 1 and a conceptual view showing one viewed from one side of the finishing wall among the wall units which are main parts of the present invention.
  • Figure 6 is a conceptual diagram showing the overall structure of the guide unit and the adjustment unit which is the main part of the lifting-type flood protection wall structure according to an embodiment of the present invention
  • FIG. 7 is a partial plan view showing a coupling relationship between the guide unit and the lifting wall which is a main part of the lifting-type flood protection wall structure according to another embodiment of the present invention.
  • FIG. 8 is a partial plane conceptual view showing the terminal structure and the periphery of the elevating wall which is the main part of the elevating flood protection wall structure according to various embodiments of the present invention
  • Figure 1 is a side cross-sectional conceptual view showing a state and an operating state of the lifting-type flood protection wall structure according to an embodiment of the present invention.
  • FIG. 2 is a cross-sectional conceptual view of lines IIa-IIa and IIb-IIb of FIG. 1.
  • Figure 3 is a side cross-sectional view showing a state in which the lifting-type flood protection wall structure according to another embodiment of the present invention is installed.
  • FIG. 4 is a conceptual view showing the planar cross-sectional view seen from the IVa-IVa line and IVb-IVb line of FIG. 1 and from one side of the intermediate wall 130 of the wall unit 100 which is the main part of the present invention.
  • FIG. 5 is a schematic cross-sectional conceptual view seen from the Va-Va and Vb-Vb lines of FIG. 1 and a conceptual view showing one viewed from one side of the finishing wall 140 of the wall unit 100 which is a main part of the present invention.
  • FIG. 6 is a conceptual view showing the overall structure of the guide unit 300 and the adjustment unit 500, which is the main part of the lifting flood protection wall structure according to an embodiment of the present invention.
  • FIG. 7 is a partial plan conceptual view illustrating a coupling relationship between the guide unit 300 and the lifting wall 201, which are main parts of the lifting flood preventing wall structure according to another embodiment of the present invention.
  • FIG. 8 is a partial plan view illustrating a terminal structure and a periphery of an elevating wall 201, which is a main part of an elevating floodproof wall structure according to various embodiments of the present disclosure.
  • reference numeral 450 in the drawing indicates a finishing retaining wall.
  • the structure includes a wall unit 100, a vehicle wall unit 200, a guide unit 300, and an adjustment unit 500.
  • the wall unit 100 includes a pair of mounting walls, part of which is embedded in the ground of the embankment 400 and the rest of which is exposed on the mounting surface 410 of the embankment 400.
  • the vehicle wall unit 200 includes an elevating wall 201 in which both ends thereof are guided to an installation groove 101 (see FIG. 4 or FIG. 5) partially formed in an up and down direction along an opposing surface of each of the pair of installation walls. .
  • the guide unit 300 is mounted in the installation groove 101 formed along the facing surface of each of the pair of installation walls to guide the edges of both ends of the elevation wall 201 according to the elevation of the elevation wall 201.
  • the adjustment unit 500 includes a plurality of upper and lower sides respectively formed on both sides of the guide unit 300 such that horizontal adjustment is possible when both ends of the lifting wall 201 are installed with a certain amount of play between the guide units 300. It includes a long hole (510, see Fig. 6 below).
  • the lifting wall 201 is usually buried in the ground, as shown in Fig. 1 (a), and during the flood, ascending from the installation surface 410 as shown in Fig. 1 (b) to prevent damage due to flooding Will be.
  • the base structure 600 embedded in the ground may be further provided, and the construction space as shown in FIG. 601 is formed, the pair of mounting walls described above are disposed at both ends, and the pair of mounting walls described above is a concrete structure.
  • the foundation structure 600 may be arranged in a plurality in a row along the embankment 400, and thus provide a construction space 601 in which the lifting walls 201 are accommodated and ascended in the foundation structures arranged in a plurality. You can do it.
  • the pair of mounting walls described above includes buried portions in which mounting grooves 101 for guiding both ends of the elevating wall 201 are formed on both sides or one surface in the vertical direction and embedded in the ground ( 110 and a protrusion mounting portion 120 having a predetermined height protruding from the upper surface of the buried portion 110 with a width corresponding to the installation groove 101.
  • guide unit 300 to be described later can be seen with reference to Figures 4 to 6 to be described later that will be installed on both sides or one surface of the installation groove 101 and the protrusion mounting portion 120.
  • the pair of mounting walls as shown in Figure 4, the installation grooves 101 for guiding both ends of the lifting wall 201 is formed on both sides in the vertical direction, respectively, and the first buried pillar 111 is embedded in the ground and The first mounting pillar 121 protrudes to a predetermined height from the upper surface of the first buried pillar 111 while having a width corresponding to the installation groove 101.
  • the first buried pillar 111 and the first mounting pillar 121 constitute one intermediate wall 130, and the pair of mounting walls are two intermediate walls 130, and the guide illustrated in FIG. 6.
  • the unit 300 is mounted on both sides along the vertical direction of the intermediate wall 130.
  • the width of the first buried pillar 111 is larger than the width of the first mounting pillar 121, while occupying less exposure space and area on the furnace mounting surface 410, the lifting and lowering of the lifting wall 201 It is preferable at the point that guide structural support maintains minimum structural strength.
  • the installation groove 101 for guiding both ends of the lifting wall 201 is formed on one surface in the vertical direction and embedded in the ground and the second buried column 112, It includes a second installation pillar 122 having a width corresponding to the installation groove 101 and protrudes to a predetermined height from the upper surface of the buried pillar.
  • first buried pillar 111 and the first mounting pillar 121 constitute one intermediate wall 130
  • second buried pillar 112 and the second mounting pillar 122 include one finishing wall ( 140, and a pair of mounting walls are the intermediate wall 130 and the finishing wall 140.
  • the guide unit 300 shown in FIG. 6 is mounted on both surfaces in the vertical direction of the intermediate wall 130, and is mounted on one surface in the vertical direction of the finishing wall 140.
  • the width of the second buried pillar 112 is larger than the width of the second mounting pillar 122, while occupying less exposure space and area on the furnace mounting surface 410, while the lifting and lowering of the lifting wall 201 It is preferable at the point that guide structural support maintains minimum structural strength.
  • the first buried pillar 111 and the second buried pillar 112 has a configuration corresponding to the above-described buried portion 110, the first mounting pillar 121 and the second mounting pillar 122 is described above. It is a configuration corresponding to the protrusion mounting portion 120.
  • the lifting wall 201 is to be made of a glass fiber material excellent in lightness and durability and impact resistance.
  • the present invention includes a pair of mounting walls, a lifting wall 201, and a guide unit 300 to configure one wall module, and the wall module includes a levee 400.
  • the wall module includes a levee 400.
  • the guide unit 300 as shown in Figure 6 (a), it can be understood that the structure including the rail groove 301, the buried rail portion 302 and the exposed rail portion 303.
  • the buried rail portion 302 is fixed to the mounting groove 101 formed on both sides or one surface in the vertical direction of the buried portion 110, which is a portion buried in the ground of the pair of mounting walls.
  • the exposed rail portion 303 has a width corresponding to the installation groove 101 from the top surface of the buried portion 110 of the pair of mounting walls and is formed to extend and is exposed on the mounting surface 410. It is fixed to both sides or one surface in the vertical direction of the 120, and extends from the upper end of the buried rail portion 302.
  • the rail groove 301 is recessed and formed in the installation groove 101 side along the vertical length direction of the buried rail portion 302 and the exposed rail portion 303, and both ends of the lifting wall 201 are lifted and reciprocated, and will be described later. It can be seen that the long holes 510 of the adjustment unit 500 are formed on both sides of the exposed rail portion 303, respectively.
  • guide unit 300 in more detail, in detail, it can be seen that it comprises a pair of protruding pieces (310, 310) spaced apart from the installation groove 101 by a predetermined distance, arranged in parallel with each other.
  • the guide unit 300 is disposed between the pair of protruding pieces 310 and 310, and contacts the mounting groove 101 to form a bottom piece 320 parallel to the pair of the protruding pieces 310 and 310. ).
  • the guide unit 300 connects one side edge of each of the pair of protruding pieces 310 and 310 and both side edges of the bottom piece 320 to face each other, and the rail groove together with the bottom piece 320. Groove-forming pieces 330 and 330 forming 301.
  • the guide unit 300 extends toward the installation groove 101 from the other edge of each of the pair of protruding pieces 310 and 310, and the extension fixing piece 340 seated at both edges of the installation groove 101. 340).
  • the pair of protruding pieces 310 and 310, the bottom piece 320, the groove forming pieces 330 and 330, and the extension fixing pieces 340 and 340 may include the buried part 110 and the protruding mounting part ( It is formed over the vertical direction of 120).
  • the guide unit 300 extends from an end edge of each of the pair of extension fixing pieces 340 and 340 to cover and fix both sides of the protruding mounting portion 120, and the plurality of long holes 510 are vertically fixed. It is further provided with extension pieces 350 and 350 spaced apart.
  • the imaginary line L1 penetrating one end and the other end of the long hole 510 is orthogonal to the imaginary line L2 parallel to both upper and lower ends of the extension pieces 350 and 350.
  • the adjustment unit 500 is mounted in the space formed by the installation groove 101 and the inner surface of the guide unit 300, as shown in Fig. 6 (b), a plurality of installation wall along the vertical direction of each And a biasing means 520 for generating an elastic repulsive force in a direction away from the installation groove 101.
  • the worker 510 is formed by forming the hole 510.
  • anchor bolts (not shown) are temporarily fastened to the intermediate wall 130 and the finishing wall 140, and both ends of the elevating wall 201 are seated and installed, between the both ends of the elevating wall 201 and the guide unit 300. Construction can be done with a certain margin.
  • such a marginal width increases the degree of freedom of construction, and when first installing the elevating wall 201, it can help to accurately and maintain the horizontality of both ends of the elevating wall 201, so that the elevating wall in the future Even when the 201 moves up and down along the guide units 300 on both sides, the 201 can move up and down smoothly while maintaining horizontality and airtightness.
  • the biasing means 520 having elastic restoring force such as a coil spring or a leaf spring together with the long hole 510 is an operation in which the lifting wall 201 is lifted and reciprocated when the lifting wall 201 is first mounted or when the lifting wall 201 is completed.
  • the biasing means 520 having elastic restoring force such as a coil spring or a leaf spring together with the long hole 510 is an operation in which the lifting wall 201 is lifted and reciprocated when the lifting wall 201 is first mounted or when the lifting wall 201 is completed.
  • the present invention as shown in Figure 7, the projecting rib 210 formed from the upper end edge of the elevating wall 201 to the lower end edge protruding from the center of both end faces of the elevating wall 201, the coupling rib 210 It may further include an airtight coupling member 700 formed of an elastic material at the end.
  • the present invention is a pillar formed with an airtight receiving groove for forming a receiving space of the same or larger size than the airtight coupling member 700 in the vertical direction of the guide unit 300, so that the airtight coupling member 700 is accommodated
  • it may be further provided with a receiving rib 800 of the shape.
  • the airtight coupling member 700 is a rectangular pillar shape having a first size
  • the airtight receiving groove 801 is a square pillar larger than or equal to the first size.
  • Embodiments of a structure recessed into a shape may be applied.
  • the airtight coupling member 700 extends from an end of the first connection rib 711 and the first connection rib 711 having a square column shape having a predetermined width. It may include a first fastening rib 721 of a cylindrical shape having a diameter larger than the width of the first connecting rib 711.
  • the airtight receiving groove is a first connection rib groove 811 is formed recessed toward the installation groove 101 side in a shape corresponding to the first connection rib 711, It includes a first rib receiving groove 821 of the elliptical pillar shape is formed recessed toward the installation groove 101 side from the end of the first connecting rib groove 811 having a length larger than the diameter of the first fastening rib 721. You may.
  • the airtight coupling member 700 extends from the end of the second connection rib 712 and the second connection rib 712 having a square pillar shape having a first width.
  • the second coupling rib 712 may include a second fastening rib 722 having a square pillar shape having a second width greater than the first width of the second connecting rib 712.
  • the airtight receiving groove is a second connection rib groove 812 is formed recessed toward the installation groove 101 side in a shape corresponding to the second connection rib 712
  • the second rib receiving groove having a square pillar shape having a length and width larger than a second width of the second fastening rib 722 is formed recessed from the end of the second connecting rib groove 812 toward the installation groove 101 side ( 822) may of course be included.
  • the structure described above in FIG. 8 will be provided to ensure airtightness between the guide unit 300 side and the both ends of the lifting wall 201, that is, the ends of the coupling ribs 210, when the lifting wall 201 is moved up and down. .
  • the present invention has as its basic technical idea to provide a lifting-type flood prevention wall structure that ensures airtightness, as well as allowing installation freedom with construction width. It can be seen.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

La présente invention concerne une structure de paroi élévatrice pour empêcher une inondation, la structure de paroi comprenant : une unité de paroi comprenant une paire de parois de montage, dont une partie de chacune est enterrée dans le sol d'une berge et la partie restante est exposée à une surface de montage de la berge ; une unité de paroi de blocage comprenant une paroi élévatrice dont les deux parties d'extrémité sont guidées dans des rainures de montage partiellement formées dans la direction verticale le long des surfaces en vis-à-vis de chacune de la paire de parois de montage ; des unités de guidage montées dans les rainures de montage formées le long des surfaces en vis-à-vis de chacune de la paire de parois de montage, de façon à guider les deux bords d'extrémité de la paroi élévatrice en fonction de l'élévation et de l'abaissement de la paroi élévatrice ; et une unité de réglage comprenant une pluralité de trous allongés formés respectivement dans la direction verticale sur les deux côtés de l'unité de guidage, de façon à permettre à un état horizontal d'être maintenu lorsque les deux parties d'extrémité de la paroi élévatrice sont pourvues d'un espace prédéterminé entre les unités de guidage, la paroi élévatrice étant enterrée et logée dans le sol en temps normal, et étant soulevée de la surface de montage en cas d'inondation.
PCT/KR2018/004432 2017-05-15 2018-04-17 Structure de paroi élévatrice visant à empêcher une inondation WO2018212465A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020170060076A KR101816809B1 (ko) 2017-05-15 2017-05-15 승강식 홍수방지용 벽체 구조물
KR10-2017-0060076 2017-05-15

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WO2018212465A1 true WO2018212465A1 (fr) 2018-11-22

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WO (1) WO2018212465A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101075786B1 (ko) * 2009-02-19 2011-10-21 한울타리뉴아트휀스주식회사 방음판 고정구
KR101166874B1 (ko) * 2011-10-31 2012-07-18 케이비엔지니어링(주) 차수장치
KR101240152B1 (ko) * 2012-03-12 2013-03-19 주식회사 청수환경 하천의 범람 및 월파를 방지하는 부력식 물막이 블록의 차수 장치
KR200469308Y1 (ko) * 2013-04-19 2013-10-04 권대운 신속설치가 가능한 건축물 입구 우수유입 방지 물막이 장치
KR101391932B1 (ko) * 2011-12-09 2014-05-27 김동현 재난대비용 물 저지 펜스

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101051983B1 (ko) 2011-02-22 2011-07-26 주식회사 국민씨아이 승하강식 홍수방지용 벽체 구조물
KR101266392B1 (ko) 2012-10-17 2013-05-22 오달성 높이 조절이 가능한 다단 적층식 차수장치

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101075786B1 (ko) * 2009-02-19 2011-10-21 한울타리뉴아트휀스주식회사 방음판 고정구
KR101166874B1 (ko) * 2011-10-31 2012-07-18 케이비엔지니어링(주) 차수장치
KR101391932B1 (ko) * 2011-12-09 2014-05-27 김동현 재난대비용 물 저지 펜스
KR101240152B1 (ko) * 2012-03-12 2013-03-19 주식회사 청수환경 하천의 범람 및 월파를 방지하는 부력식 물막이 블록의 차수 장치
KR200469308Y1 (ko) * 2013-04-19 2013-10-04 권대운 신속설치가 가능한 건축물 입구 우수유입 방지 물막이 장치

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