WO2014069708A1 - Système de pavage routier permettant une pénétration immédiate et le stockage de l'eau de pluie empêchant les inondations, et son procédé de construction - Google Patents

Système de pavage routier permettant une pénétration immédiate et le stockage de l'eau de pluie empêchant les inondations, et son procédé de construction Download PDF

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Publication number
WO2014069708A1
WO2014069708A1 PCT/KR2012/010316 KR2012010316W WO2014069708A1 WO 2014069708 A1 WO2014069708 A1 WO 2014069708A1 KR 2012010316 W KR2012010316 W KR 2012010316W WO 2014069708 A1 WO2014069708 A1 WO 2014069708A1
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WO
WIPO (PCT)
Prior art keywords
blocks
block
lower layer
horizontal direction
layer
Prior art date
Application number
PCT/KR2012/010316
Other languages
English (en)
Korean (ko)
Inventor
유흥식
진성균
최경영
Original Assignee
Yu Heung Sik
Jin Sung Kyun
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 Yu Heung Sik, Jin Sung Kyun filed Critical Yu Heung Sik
Priority to US14/129,305 priority Critical patent/US20150167251A1/en
Priority to CN201280003135.2A priority patent/CN104066891B/zh
Priority to BR112013007250A priority patent/BR112013007250A2/pt
Priority to IN2363CHN2014 priority patent/IN2014CN02363A/en
Priority to JP2015539485A priority patent/JP2015532958A/ja
Publication of WO2014069708A1 publication Critical patent/WO2014069708A1/fr

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    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • 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
    • E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • 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
    • E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • 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
    • E01C3/06—Methods or arrangements for protecting foundations from destructive influences of moisture, frost or vibration
    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/001—Pavings made of prefabricated single units on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • 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
    • E01C2201/00—Paving elements
    • E01C2201/14—Puzzle-like connections
    • 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
    • E01C2201/00—Paving elements
    • E01C2201/20—Drainage details
    • E01C2201/202—Horizontal drainage channels

Definitions

  • the present invention relates to an instant flooding and storage road pavement system and a construction method thereof for preventing floods, and more particularly, a surface block that can be superfastly pumped and an intermediate layer capable of immediately storing a large amount of rainfall.
  • Multi-layered blocks and connecting blocks and underlayer blocks that combine anti-sedimentation and storage functions that do not generate steps even in soft ground due to large amounts of rainwater infiltration, ensures instantaneous pitching and rainfall for structurally safe and flat flood protection. It relates to a storage road paving system and its construction method.
  • An object of the present invention is to effectively prevent the separation or separation phenomenon between the blocks bound to each other to maintain the flatness of the pavement surface, and to permeate and store rainwater immediately under the pavement surface at ultra-high speed, the runoff to the surface layer As it does not occur, it is to provide immediate rainfall and reservoir road pavement system and construction method for flood prevention to prevent flood damage, as well as to solve the groundwater exhaustion problem.
  • the object of the present invention includes a plurality of lower layer blocks having a vertical coupling blade formed at a side thereof, the vertical coupling wings being coupled to each other in a vertical direction so that separation from the horizontal direction is prevented; A plurality of intermediate layer blocks spaced apart in a horizontal direction from the upper portions of the lower layer blocks and interconnected with each other by a connection block, and having a second through hole formed in a vertical direction in a central region; And a plurality of upper surface blocks disposed on top of the middle layer blocks to form an upper side of the pavement, and connected to each other or to the middle layer block and the connecting block in a horizontal direction. It is achieved by a storage road paving system.
  • the lower layer block may further include a water drain groove formed in the first wing region.
  • Both the intermediate layer block and the connection block and the upper surface block may include a plurality of arc-type coupling arms that are adjacent to each other coupled in the vertical direction to prevent movement and separation in the horizontal direction, the plurality of arc-shaped couplings The arms may be arranged radially along the circumferential direction of the intermediate layer block and the connecting block and the upper surface block.
  • the connecting block may be a cross-shaped connecting block disposed at a lower position than an upper surface of the middle layer block.
  • the upper surface block may include a first upper surface block disposed on the middle layer block; And a second upper surface block disposed on the connection block and connected to each other or the first upper surface block, wherein the thickness of the first upper surface block is smaller than the thickness of the second upper surface block. Can be formed.
  • the object is to include a plurality of lower-layer block is formed on the side of the vertical coupling wings are coupled to the neighboring ones in the vertical direction to prevent movement and separation in the horizontal direction, the first hole is formed in the central region;
  • the instant rainwater permeation and storage road paving system and construction method for the flood prevention characterized in that formed by stacking the lower layer blocks in the height direction.
  • the object is to form a lower layer with a plurality of lower layer blocks having a vertical coupling wings are formed on the side of the neighboring ones coupled in the vertical direction to prevent movement and separation in the horizontal direction, the first through hole is formed in the central region
  • a lower layer manufacturing step of manufacturing Intermediate layers formed on top of the lower layer as a plurality of intermediate layer blocks spaced apart along the horizontal direction in the upper portion of the lower layer blocks and interconnected by neighboring ones by a connecting block and a second through hole is formed in a direction perpendicular to the central region.
  • Intermediate layer manufacturing step of manufacturing And an upper surface layer formed on top of the middle layer with a plurality of upper surface blocks arranged on top of the middle layer blocks to form an upper side of a pavement, and connected to each other or horizontally with the middle layer block and a connecting block. It is achieved by a method for immediately flooding and storm pavement construction for flood prevention, characterized in that it comprises a surface manufacturing step.
  • the present invention it is possible to effectively prevent the separation or separation between the blocks bound to each other to maintain the flatness of the pavement surface, and above all, a large amount of rainwater permeate and store a large amount of rain immediately below the pavement surface, the runoff from the surface layer Since it does not occur, it is possible to prevent flood damage at the source as well as to solve the groundwater exhaustion problem.
  • FIG. 1 is a side structural view of a storm immediately permeable and storage coating packaging system for flood protection according to an embodiment of the present invention
  • FIG. 2 is a perspective view of FIG.
  • FIG. 3 is an exploded perspective view of FIG. 2;
  • FIG. 4 is a perspective view of two lower layer blocks connected to each other;
  • FIG. 5 is a perspective view of a lower layer block
  • FIG. 7 is a perspective view of a state in which the intermediate layer blocks are connected by cross-shaped connecting blocks
  • FIG. 9 is a flowchart of a method for immediately throwing rainfall and undercurrent road paving according to an embodiment of the present invention.
  • FIG. 10 is a side structural view of a rainfall immediate pitcher and storage road pavement system for flood protection according to another exemplary embodiment of the present invention.
  • FIG. 10 is a side structural view of a rainfall immediate pitcher and storage road pavement system for flood protection according to another exemplary embodiment of the present invention.
  • intermediate layer block 121 the second through hole
  • 140a, 140b upper surface block 142a, 142b; Arc-type coupling arm
  • FIG. 1 is a side structural view of a rainfall immediate pitching and storage road pavement system for flood protection according to an embodiment of the present invention
  • Figure 2 is a perspective view of Figure 1
  • Figure 3 is an exploded perspective view of Figure 2
  • Figure 4 5 is a perspective view of the lower layer block
  • FIG. 6 is a side view of the lower layer block
  • FIG. 7 is a perspective view of the intermediate layer blocks connected by cross-shaped connecting blocks
  • FIG. 8 is a perspective view of the upper surface block
  • Figure 9 is a flow chart of the instant rainwater permeation and storage road pavement system and construction method for preventing floods according to an embodiment of the present invention.
  • the rainfall instant pitcher and storage pavement system of the present embodiment is connected to a lower layer L by a plurality of lower layer blocks 110 and a plurality of middle layer blocks 120.
  • the intermediate layer M by the block 130 and the upper surface layer H by the plurality of upper surface blocks 140a and 140b are manufactured.
  • the lower layer L may be formed by a plurality of lower layer blocks 110 in a state where the sand layer A is formed on the upper surface of the crushed aggregate layer B to level the surface.
  • the lower layer block 110 has vertical coupling blades 111 and 112 formed on the side thereof to be coupled to each other in a vertical direction so that separation from the horizontal direction is prevented. It is a block structure in which one through hole 113 is formed.
  • the vertical coupling blades 111 and 112 are formed on the first wing portion 111 formed on one side of the lower layer block 110 and the other side of the lower layer block 110, and are formed of the adjacent lower layer block 110.
  • the first wing portion 111 includes a second wing portion 112 that is fitted in the vertical direction.
  • the two lower layer blocks 110 coupled to each other are spaced apart in the horizontal direction by allowing the first and second wing portions 111 and 112 to be coupled in the vertical direction. Since it is not separated, the strong binding force contributes to the stabilization of the road, that is, it can greatly strengthen the road compressive and shear resistance.
  • the first and second wing parts 111 and 112 do not have the same shape, and a gap of 2 to 4 mm is formed therebetween, thereby maximizing the water draining effect.
  • the first through hole 113 formed in a horizontal direction of the lower block 110 is formed to be somewhat larger in a large area in the center of the lower layer block 110, a large amount flowing through the upper surface layer H and the middle layer M is introduced. Rainwater can be stored immediately in the rain.
  • a water drain groove 114 is further formed.
  • the water drain groove 114 having a substantially hemispherical shape can effectively permeate and store water by maintaining an empty space even when the lower blocks 110 are laterally coupled.
  • the lower layer block 110 of the structure is formed such that its upper surface 110a is flat and the front surface 110b protrudes forward. This can be confirmed through FIG. 6.
  • the intermediate layer (M) is formed as the area of the lower layer (L) in the horizontal direction on top of the lower layer (L), can be formed by a plurality of intermediate layer block 120 and also a plurality of connection blocks 130. have.
  • the intermediate layer blocks 120 form an intermediate layer M while being spaced apart from each other, and the intermediate layer blocks 120 spaced apart from each other are connected to each other by a connection block ( 130).
  • the connecting block 130 used in the present embodiment is applied to the cross-shaped connecting block 130 is disposed at a lower position than the upper surface of the interlayer block 120.
  • the intermediate layer block 120 has the same planar outer shape as the upper surface blocks 140a and 140b.
  • the interlayer block 120 may be prefabricated with each other while being fitted with the upper surface blocks 140a and 140b.
  • the intermediate layer block 120 is formed with a plurality of arc-shaped engaging arms 122 that are coupled in a vertical direction with neighboring upper surface blocks 140a and 140b to prevent separation in the horizontal direction.
  • the arc-shaped engagement arms 122 arranged radially along the circumferential direction of the interlayer block 120 are connected to neighboring upper blocks 140a and 140b while forming an approximately S-shaped ring. Due to this connection structure, the intermediate layer block 120 and the upper surface block 140a and 140b are not spaced apart or separated in the horizontal direction, thereby contributing to the stabilization of the road with a strong binding force, that is, greatly improving the compression resistance and the shear resistance of the road. You can.
  • a second through hole 121 is formed in a vertical direction in the central region of the middle layer block 120. Since the second through hole 121 is formed to be large in the vertical direction, water draining and storage efficiency to this place are good.
  • the upper surface layer H is formed on the upper portion of the intermediate layer M in the horizontal direction as much as the area of the intermediate layer M, and may be formed by a plurality of upper surface block blocks 140a and 140b.
  • the upper surface blocks 140a and 140b are disposed on the middle layer blocks 120 forming the middle layer M to form an upper side of the road pavement. It is connected to the middle layer block 120 in the horizontal direction.
  • the top surface layer is kept horizontal after being disposed on top of the intermediate layer blocks 120 and the cross-shaped connecting blocks 130. To do so, the heights of the upper surface blocks 140a and 140b should be different as shown in FIGS. 8A and 8B.
  • the upper surface block blocks 140a and 140b are disposed on the first upper surface block 140a and the cross-shaped connecting block 130, which are disposed on the middle layer block 120, or mutually or mutually. It may be divided into a second upper surface block 140b connected to the first upper surface block 140a, wherein the thickness of the first upper surface block 140a is smaller than the thickness of the second upper surface block 140b. Can be. Thus, when the first and second upper surface blocks 140a and 140b are disposed on the middle layer blocks 120 and the cross connecting blocks 130, the upper surfaces of the first and second upper surface blocks 140a and 140b are disposed. Is horizontal.
  • the planar outer shape of the first and second upper surface blocks 140a and 140b and the intermediate layer block 120 are the same.
  • the first and second upper surface blocks 140a and 140b are mutually assembled, and the first and second upper surface blocks 140a and 140b and the middle layer block 120 are fitted to each other.
  • a gap G is formed between the first and second upper surface blocks 140a and 140b as shown in an enlarged portion of FIG. 3.
  • first and second upper surface blocks 140a and 140b On the outer surfaces of the first and second upper surface blocks 140a and 140b, a plurality of arc-shaped engagement arms 142a and 142b arranged radially along the circumferential direction are formed while forming an approximately S-shaped ring, and the neighboring ones are strongly bound. Thereby not being spaced apart or separated in the horizontal direction.
  • a rainfall immediate pitching and storage road pavement system for flood prevention having such a configuration will be briefly described with reference to FIG. 9.
  • a lower layer L is manufactured using a plurality of lower layer blocks 110 (S11).
  • the lower layer blocks 110 are laterally connected by using the first and second wings 111 and 112 so that the lower layer blocks 110 are not separated or separated in the lateral direction, that is, in the horizontal direction.
  • the intermediate layer blocks 120 and the cross connection blocks 130 are assembled to form an equilateral triangle, and thus the intermediate layer M is manufactured by placing the intermediate layer blocks 120 and the cross-shaped connecting blocks 130 on the lower layer L (S12).
  • first and second upper surface blocks 140a and 140b are disposed on the middle layer blocks 120 and the cross-connected blocks 130, and then the first and second upper surface blocks 140a and 140b are disposed.
  • the upper layer (H) while they are connected to the corresponding intermediate layer block 120 and the corresponding (S13), it is possible to complete the system of the form as shown in Figure 1, that is, the road pavement structure.
  • the rainwater is permeated and dropped through the gap G formed between the first and second upper surface blocks 140a and 140b of the upper surface layer H, and then the intermediate layer ( The large space between the second through hole 121 and the cross-shaped connecting block 130 of M), and is stored in the first through hole 113 of the lower layer (L) and then penetrates into the ground.
  • This can fundamentally solve the problems of flood damage and groundwater depletion, which can be caused by infiltration of rainwater.
  • the phenomenon in which separation or separation between the blocks 110, 120, 140a, and 140b which are connected to each other can be effectively prevented, so that the flatness of the pavement surface can be kept constant, and above all, the rainfall immediately. Since the rainwater is permeated and stored at high speed, the outflow to the surface of the road is not generated, so it is possible to prepare for the damage of the flood at the source and to solve the groundwater exhaustion problem.
  • the blocks 110, 120, 140a and 140b constituting each layer have a structure in which they are mutually bound in a ring form, not only are excellent interlocking in the horizontal and vertical directions, but also have excellent structural stability and durability. do.
  • the blocks (110, 120, 140a, 140b) are not easily separated and separated, and even if the heavy vehicles pass frequently and the loads and impacts are repeatedly applied, they have excellent compression resistance and shear resistance and can be used semi-permanently. It becomes possible.
  • by laying blocks in a multi-layer in order to increase the storage space it is possible to be prepared even if unexpected rain falls suddenly.
  • FIG. 10 is a side structural view of a rainfall immediate pitcher and storage road pavement system for flood protection according to another exemplary embodiment of the present invention.
  • FIG. 10 is a side structural view of a rainfall immediate pitcher and storage road pavement system for flood protection according to another exemplary embodiment of the present invention.
  • the lower layer blocks 110 described above are stacked in a multi-stage direction in the height direction to complete the road pavement system.
  • the present invention may provide an effect of the present invention.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Sewage (AREA)

Abstract

La présente invention concerne un système de pavage routier qui permet une pénétration immédiate et le stockage de l'eau de pluie empêchant les inondations, et son procédé de construction. Le système de pavage routier comprend : plusieurs blocs de couche inférieurs ayant chacun à sa surface latérale une lame d'accouplement verticale destinée à coupler des blocs de couche inférieurs adjacents dans le sens vertical de manière à empêcher les blocs de couche inférieurs d'être séparés dans le sens horizontal et ayant chacun un premier trou traversant formé en son centre ; plusieurs blocs de couche intermédiaires qui sont espacés les uns des autres dans le sens horizontal sur les blocs de couche inférieurs, dans lesquels des blocs de couche intermédiaires adjacents sont reliés les uns aux autres par des blocs de couche intermédiaires et des blocs de liaison, et dans lesquels chaque bloc de couche intermédiaire comporte un second trou traversant formé en son centre dans le sens vertical ; et plusieurs blocs de surface supérieurs qui sont disposés sur les blocs de couche intermédiaires de manière à former la surface supérieure d'une chaussée et qui sont reliés les uns aux autres ou aux blocs de couche intermédiaires dans le sens horizontal.
PCT/KR2012/010316 2012-10-31 2012-11-30 Système de pavage routier permettant une pénétration immédiate et le stockage de l'eau de pluie empêchant les inondations, et son procédé de construction WO2014069708A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
US14/129,305 US20150167251A1 (en) 2012-10-31 2012-11-30 Constructing system of instant permeability and underflow pavement preventing from flood and method thereof
CN201280003135.2A CN104066891B (zh) 2012-10-31 2012-11-30 用于防洪的降雨时即刻透水并储藏雨水的道路铺装系统及其施工方法
BR112013007250A BR112013007250A2 (pt) 2012-10-31 2012-11-30 sistema e método de construção de permeabilidade instantânea e pavimentação do subfluxo para prevenção de inundação
IN2363CHN2014 IN2014CN02363A (fr) 2012-10-31 2012-11-30
JP2015539485A JP2015532958A (ja) 2012-10-31 2012-11-30 洪水防止のための降雨時に即時に透水及び貯留する道路鋪装システム及びその施工方法

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
KR1020120122442A KR101281466B1 (ko) 2012-10-31 2012-10-31 홍수 방지를 위한 강우 즉시 투수 및 저류 도로포장 시스템
KR10-2012-0122442 2012-10-31

Publications (1)

Publication Number Publication Date
WO2014069708A1 true WO2014069708A1 (fr) 2014-05-08

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PCT/KR2012/010316 WO2014069708A1 (fr) 2012-10-31 2012-11-30 Système de pavage routier permettant une pénétration immédiate et le stockage de l'eau de pluie empêchant les inondations, et son procédé de construction

Country Status (7)

Country Link
US (1) US20150167251A1 (fr)
JP (1) JP2015532958A (fr)
KR (1) KR101281466B1 (fr)
CN (1) CN104066891B (fr)
BR (1) BR112013007250A2 (fr)
IN (1) IN2014CN02363A (fr)
WO (1) WO2014069708A1 (fr)

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CA161449S (en) * 2014-12-24 2015-11-19 Eco Top Co Ltd Precast paver
CN105064162A (zh) * 2015-08-31 2015-11-18 赵彦东 能原地储水的透水地坪及其制作方法
CN107675620B (zh) * 2017-10-26 2019-07-19 雨发建设集团有限公司 一种桥梁雨水口结构
GB2586375B (en) * 2018-02-21 2022-03-30 Gabtach Pty Ltd Ground stabilisation
CN109468917B (zh) * 2019-01-08 2023-10-03 江苏徐工工程机械研究院有限公司 螺旋分料系统以及摊铺机
CN113914161A (zh) * 2020-07-09 2022-01-11 深圳市地球家园生态实业有限公司 一种基于固体废弃垃圾再生资源的拼装式生态管廊道路
DE202021100015U1 (de) 2021-01-04 2022-04-05 HÜBNER-LEE GmbH & Co. KG Verbundplatte und Verlegung

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Publication number Priority date Publication date Assignee Title
JP2001348802A (ja) * 2000-06-08 2001-12-21 Toa Doro Kogyo Co Ltd ブロック舗装およびその施工方法
KR20090099176A (ko) * 2008-03-17 2009-09-22 (주)서림건설 사면보강형 조경블럭
KR100925049B1 (ko) * 2009-04-16 2009-11-03 유흥식 다층 블록 포장을 이용한 수자원 보존 시스템 및 그 시공 방법
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Publication number Publication date
US20150167251A1 (en) 2015-06-18
CN104066891B (zh) 2016-03-16
BR112013007250A2 (pt) 2017-08-08
CN104066891A (zh) 2014-09-24
IN2014CN02363A (fr) 2015-06-19
KR101281466B1 (ko) 2013-07-03
JP2015532958A (ja) 2015-11-16

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