WO2012023650A1 - 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템 및 그 시공 방법 - Google Patents
쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템 및 그 시공 방법 Download PDFInfo
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- WO2012023650A1 WO2012023650A1 PCT/KR2010/006086 KR2010006086W WO2012023650A1 WO 2012023650 A1 WO2012023650 A1 WO 2012023650A1 KR 2010006086 W KR2010006086 W KR 2010006086W WO 2012023650 A1 WO2012023650 A1 WO 2012023650A1
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- retaining wall
- block
- blocks
- hexagonal
- center
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- 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
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- 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
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- 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
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- 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
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
Definitions
- the present invention relates to a retaining wall construction system and a construction method thereof for preventing tsunamis and flood damage, and more particularly, to prevent foundation pitting, loss, and fall using an interlocking block, and to have excellent horizontal and vertical interlocking functions.
- Tsunami to build a very safe bank and retaining wall due to the interlocking prefabrication of the S-type connection and the geometrical and structural engineering features such as the cascading, weight-centered safety top-down, subwall, flowerbed, and column-mixing in the event of various disasters. And a retaining wall construction system and a construction method thereof for preventing flood damage.
- FIG. 1 to 3 a cross-sectional view showing a phenomenon that the conventional bank collapses due to the erosion of the seawater due to the wave or running water, in the case of a general bank, the bottom of the bank is repeated erosion in the waves or running water, eventually, Figure 1 It will collapse like this.
- the present invention has been made to solve the problems described above, by using the hexagonal, hexagonal multi-ply, pentagonal, rectangular blocks excellent in interlocking horizontally and vertically to build prefabricated banks and retaining walls in coasts, rivers, and land It fundamentally prevents foundation dig, loss, and fall from waves and running water.
- the foundation part of the structure is dug due to waves and running water, and when lost, the vertically interlocked block descends like a shutter to block the pit space.
- the lower part of the foundation is not only semi-permanently safe, but also the clearance between the S-shaped connection and the connection, and the stepped, weight-centered safety top-down, subwall, flowerbed, and column-mixed structures are very safe geometrically and structurally.
- a plurality of S-shaped connecting portions for interlocking blocks are formed on the outer circumferential surface thereof, and other hexagonal multi-layer interlocking blocks adjacent to each other are S-shaped connecting portions. It is coupled so as to be movable up and down with each other, characterized in that it comprises a hexagonal multi-layer interlocking block to form a retaining wall by multi-row construction.
- the hexagonal multi-layer interlocking block even if the retaining wall or the lower part of the bank is eroded by sea water, the hexagonal multi-layer interlocking block descends to fill the eroded portion, and the six hexagonal block blocks form an outer circumferential surface with the combined area. It is characterized by being hollow.
- the retaining wall construction system for preventing a tsunami and flood damage is a block partitioned into three spaces penetrating the upper and lower sides, and the inner partition is partitioned around the center partition.
- Center S-shaped connection is formed on both sides of the central partition is coupled to the adjacent block, the upper and lower S-shaped connection is formed on both sides of the inner and outer partition, respectively, the center of gravity safety top-down block is to be combined with the adjacent block Characterized in that it comprises a.
- Both side ends of the inner and outer partitions are formed at an angle of ⁇ narrower than both sides of the central partition, so that they can be connected in a curved shape when connecting a plurality of center of gravity safety top-down blocks.
- the longitudinal S-shaped connecting portion 32b coupled to the hexagonal columnar block is formed on the longitudinal side of the inner partition of the center of gravity safety top-down block.
- the longitudinal S-shaped connecting portion is coupled to the hexagonal columnar block on the longitudinal side of the outer partition of the center of gravity safety top-down block.
- the height h toward the inner partition side which is the retaining wall side, is formed lower than the height H toward the outer partition side, and with respect to the vertical line. It is characterized in that it further comprises an angle of inclination bottom block formed with an angle of repose ( ⁇ ) inclined into the retaining wall.
- the inner partition adjacent to the slope is filled with gravel, sand or soil to the top
- the middle partition is filled only to the middle
- the retaining wall is located at the outer partition.
- Retaining wall construction system and construction method for preventing tsunami and flood damage of the present invention using the hexagonal, hexagonal multiple, pentagonal, rectangular blocks excellent in interlocking horizontally and vertically, prefabricated banks on coasts, rivers, land and By building the retaining wall, it fundamentally prevents foundation pitting, loss, and falling from waves and running water.In particular, the foundation part of the structure is lost due to waves and running water, and vertically interlocked blocks are lowered like a shutter when lost.
- the lower part of the foundation not only maintains safety semi-permanently, but also the clearance between the S-shaped connection and the connection and the structure of the stepped, center of gravity safety top-down, and angle of inclination are very safe in terms of geometry and structural dynamics. It can effectively prevent damage from natural disasters such as floods, tsunamis and earthquakes. If only the rainy season is needed, the large space of the main body of the block is filled with local gravel, sand, and soil, and used as a vegetation space, which greatly shortens the construction period and construction cost, and makes it possible to build natural-friendly dikes and retaining walls.
- 1 to 3 is a cross-sectional view showing a conventional retaining wall
- FIG. 7 is a cross-sectional view showing a retaining wall of another embodiment of the present invention.
- FIGS. 8 and 9 are a cross-sectional view and a plan view of the retaining wall is constructed of the hexagonal column block and the hexagonal multi-layer interlocking block of the present invention
- FIG. 10 is a cross-sectional view of the construction of the step retaining wall with a hexagonal interlocking block of the present invention
- FIG. 11 is a plan view of the construction of the step retaining wall with a hexagonal block of the present invention.
- FIG. 12 is a plan view of a stepped retaining wall constructed of a hexagonal multi-layer interlocking block according to the present invention.
- FIG. 13 is a perspective view showing a hollow hexagonal multi-layer interlocking block forming an outer circumferential surface with an area where six hexagonal blocks of the present invention are joined;
- FIG. 14 is a perspective view of the retaining wall constructed of the center of gravity safety top-down block of the present invention.
- FIG. 16 is a view showing the center of gravity of the center of gravity safety top-down block of the present invention.
- 17 is a plan view showing in detail the center of gravity safety top-down block of the present invention.
- 19 is a plan view showing an example of constructing the center of gravity safety top-down block of the present invention in a curved shape
- 21 is a view showing in detail another form of the center of gravity safety top-down block of the present invention.
- FIG. 22 is a perspective view showing a subwall retaining wall of the present invention.
- FIG. 23 is a perspective view of the flower bed retaining wall of the present invention.
- 24 is a perspective view of the column mixing retaining wall of the present invention.
- a plurality of S-shaped connecting portions for interlocking blocks are formed on the outer circumferential surface thereof, and other hexagonal multi-layer interlocking blocks adjacent to each other are S-shaped connecting portions. It is coupled so as to be movable up and down with each other, characterized in that it comprises a hexagonal multi-layer interlocking block to form a retaining wall by multi-row construction.
- the retaining wall construction system for preventing a tsunami and flood damage is a block partitioned into three spaces penetrating the upper and lower sides, and the inner partition is partitioned around the center partition.
- Center S-shaped connection is formed on both sides of the central partition is coupled to the adjacent block, the upper and lower S-shaped connection is formed on both sides of the inner and outer partition, respectively, the center of gravity safety top-down block is to be combined with the adjacent block Characterized in that it comprises a.
- FIG. 4 to 6 are cross-sectional views showing the retaining wall of the present invention
- Figure 7 is a cross-sectional view showing the retaining wall of another embodiment of the present invention
- Figures 8 and 9 are hexagonal columnar block and hexagonal multi-layer interlocking of the present invention
- Fig. 10 is a sectional view of a stepped retaining wall constructed of a hexagonal interlocking block of the present invention
- Fig. 11 is a plan view of a stepped retaining wall constructed of a hexagonal column block of the present invention
- 12 is a plan view of a stepped retaining wall constructed of a hexagonal multi-layered interlocking block of the present invention
- FIG. 13 is a perspective view of a hollow hexagonal multi-layered interlocking block forming an outer circumferential surface with an area where six hexagonal columnar blocks of the present invention are joined.
- 14 is a perspective view of a retaining wall constructed of the center of gravity safety top-down block of the present invention
- FIG. 15 is a cross-sectional view of the center of gravity safety top-down block of the present invention.
- 16 is a view showing the center of gravity of the center of gravity safety top-down block of the present invention
- Figure 17 is a plan view showing in detail the center of gravity safety top-down block of the present invention
- Figure 18 is a center of gravity safety top-down of the present invention Fig.
- FIG. 19 is a cross-sectional view illustrating the construction of an angle of inclination block at the bottom of the block, and FIG. 19 is a plan view illustrating an example in which the center of gravity safety top-down block is constructed in a curved shape, and FIG. 20 is a weight of the present invention.
- FIG. 21 is a view showing another form of the center safety top-down block in detail, and FIG. 21 is a view showing another form of the center-of-center safety top-down block in detail, and FIG. 22 shows a subwall retaining wall of the present invention. It is a perspective view, FIG. 23 is a perspective view which shows the flowerbed retaining wall of this invention, FIG. 24 is a perspective view which shows the column mixing retaining wall of this invention.
- the hexagonal column block 20 and the hexagonal multi-layer interlocking block 10 are vertically constructed in multiple rows to form the retaining wall.
- the hexagonal multi-layered interlocking block 10 has a plurality of S-shaped connecting portions 11 for interlocking blocks formed on its outer circumferential surface so that other hexagonal multi-layered interlocking blocks 10 adjacent to each other are connected through the S-shaped connecting portion 11. Combined.
- the hexagonal multi-layer interlocking block 10 connected as described above is coupled to be movable up and down with each other, and as shown in FIGS. 2A to 2C, even if the retaining wall or the lower part of the bank is eroded by sea water, the hexagonal columnar block 20 or The hexagonal multi-layer interlocking block 10 descends to fill the eroded portion.
- the banks are constructed of blocks that are vertically movable in a coupled state, that is, hexagonal columnar blocks 20 or blocks such as the hexagonal multi-layered interlocking block 10, due to erosion of seawater.
- the base recess is filled with the blocks.
- the hexagonal multi-layer interlocking block 10 is shown in detail in FIG. 14.
- the hexagonal multi-layer interlocking block 10 is a hollow interlocking block that forms an outer circumferential surface with an area containing six hexagonal columnar blocks 20.
- the hexagonal columnar block 20 is a regular hexagonal columnar block having a circular hole 21 formed in the center thereof, and S-shaped connecting portions 23 are formed in the hexagonal surface 22 in the same length direction.
- the S-shaped connecting portion 23 is formed of a longitudinal protrusion 23a protruding outward with respect to the hexagonal surface 22 and a longitudinal groove 23b having a groove formed inwardly with respect to the hexagonal surface 22. .
- the hexagonal multi-layer interlocking block 10 may be built in a stepwise manner as shown in FIGS. 10 to 12 by increasing soil weight by filling earth, gravel, concrete, and the like therein during construction or after construction.
- the center of gravity safety top-down block 30 is a block divided into three spaces penetrating up and down. As shown in FIG. 17, the inner and outer partitions 32 are formed around the central partition 31. , 33).
- Central S-shaped connecting portions 31a are formed on both side surfaces of the central partition 31 so as to be coupled to adjacent blocks.
- upper and lower S-shaped connecting portions 32a and 33a are formed on both side surfaces of the inner and outer partitions 32 and 33, respectively, so as to be engaged with adjacent blocks.
- Both side ends of the inner and outer partitions 32 and 33 are formed at an angle of ⁇ narrower than both sides of the central partition 31 so that a curved line when connecting a plurality of center of gravity safety top-down blocks 30 as shown in FIG. Can connect with mold.
- the center-of-center safety top-down block 30 partitioned into a plurality of spaces is constructed as shown in FIG. 15, and the inner partition 32 adjacent to the slope is mixed with gravel, sand, or earth and filled to the upper end, and the central partition 31.
- the outer partition 33 may be filled with up to 1/3 of the height of the retaining wall to form gravel, sand, or soil.
- FIG. 13 is a cross-sectional view showing another form of the center-of-center safety top-down block of the present invention, which is coupled to the hexagonal column block 20 on the longitudinal side of the inner partition 32 of the center-of-center safety top-down block 30.
- the longitudinal S-shaped connecting portion 32b is formed.
- FIG. 14 is a cross-sectional view showing another form of the center of gravity safety top-down block of the present invention, the hexagonal columnar block 20 and the longitudinal side of the outer partition 33 of the center of gravity safety top-down block 30 and The longitudinal S-shaped connecting portion 33b to be joined is formed.
- the hexagonal multi-layer interlocking block 10 is fitted with the protrusions and grooves of the S-shaped connecting portion in the vertical direction, so that the block is lowered to the lost space when the ground space is generated due to waves and running water.
- Retaining the automatic blockage, retaining wall construction system using the center of gravity safety top-down block (30) has the effect of maximizing the safety in terms of geometry, structural engineering, and the material used for filling the block (30) has a large proportion Filling into the bottom and inside of the structure has the effect of preventing the risk of falling.
- the height h toward the inner partition 32 on the retaining wall is toward the outer partition 33.
- the retaining wall is formed by constructing an angle of reclining bottom block 40, which is formed lower than the height H and is formed with an angle of repose ⁇ inclined toward the retaining wall with respect to the vertical line.
- the retaining wall as shown in FIG. 22 is a sub-wall retaining wall, which is formed such that the main retaining wall 51 constructed with a plurality of hexagonal column blocks 20 and the main retaining wall 51 are inclined to the rear side, and the main retaining wall A plurality of subwall retaining walls 50 are constructed in a direction perpendicular to the direction 51.
- the retaining wall as shown in FIG. 23 is a flower bed retaining wall, which is constructed so that the main retaining wall 51 constructed by a plurality of hexagonal columnar blocks 20 and the main retaining wall 51 form a plurality of flower beds on the rear side. It consists of a plurality of flower bed retaining wall (60).
- the retaining wall is a column-mixed retaining wall, in which a main retaining wall 51 constructed of a plurality of hexagonal columnar blocks 20 and seven main retaining walls 51 are spaced apart at a rear side from each other.
- the hexagonal columnar block 20 is formed of a columnar retaining wall 70 formed with a plurality of pillars.
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- Environmental & Geological Engineering (AREA)
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- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
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Abstract
Description
명 칭 | 무 게 ton | 비 고 |
바위, 돌 | 2.1~2.5 | |
콘크리트 | 2.3~2.4 | |
자갈 | 1.9~2.2 | 다짐하지 않은 상태 |
모래 | 1.8~2.0 | " |
보통토사 | 1.6~1.7 | " |
Claims (11)
- 외주면에는 다수의 인터로킹 블록용 S자형 연결부(11)가 형성되고, 서로 인접하는 다른 육각 다겹 인터로킹 블록(10)이 S자형 연결부(11)를 통해 서로 상하 이동 가능하도록 결합되며, 다수열 축조하여 옹벽을 형성하는 육각 다겹 인터로킹 블록(10)을 포함하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 제 1 항에 있어서,상기 육각 다겹 인터로킹 블록(10)은, 옹벽이나 제방의 하부가 바닷물에 의해 침식되어도 육각 다겹 인터로킹 블록(10)이 하강하여 침식된 부분을 메우게 되고, 6개의 육각 기둥형 블록(20)이 합쳐진 면적으로 외주면을 형성하고 있으며 속이 비어 있는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 상하가 관통된 3개의 공간으로 구획된 블록으로서, 중앙 구획부(31)를 중심으로 내, 외부 구획부(32, 33)가 구획되어 있고, 상기 중앙 구획부(31)의 양측면에는 중앙 S자형 연결부(31a)가 형성되어 인접하는 블록과 결합되며, 상기 내, 외부 구획부(32, 33)의 양측면에도 상, 하부 S자형 연결부(32a, 33a)가 각각 형성되어 인접하는 블록과 결합되도록 되어 있는 무게 중심 안전 하향식 블록(30)을 포함하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 제 3 항에 있어서,상기 내, 외부 구획부(32, 33)의 양측단은 중앙 구획부(31)의 양측면보다 더 좁게 α의 각도로 형성되어 무게 중심 안전 하향식 블록(30)을 다수개 연결할 때 곡선형으로 연결할 수 있는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 제 4 항에 있어서,상기 무게 중심 안전 하향식 블록(30)의 내부 구획부(32) 길이 방향 측면에 육각 기둥형 블록(20)과 결합되는 길이 방향 S자형 연결부(32b)가 형성된 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 제 5 항에 있어서,상기 무게 중심 안전 하향식 블록(30)의 외부 구획부(33)의 길이 방향 측면에 육각 기둥형 블록(20)과 결합되는 길이 방향 S자형 연결부(33b)가 형성된 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 제 3 항에 있어서,다수층으로 옹벽이 축조되는 상기 무게 중심 안전 하향식 블록(30)의 최 하부에는, 옹벽 측인 내부 구획부(32) 측으로의 높이(h)가 외부 구획부(33) 측으로의 높이(H) 보다 낮게 형성되고, 연직선에 대하여 옹벽 측으로 기울어진 안식각(β)이 형성된 안식각 경사식 저부 블록(40)을 더 포함하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 사면과 인접한 내부 구획부(32)에는 자갈, 모래 또는 토사를 혼합하여 상단까지 채우고, 중앙 구획부(31)에는 중간 까지만 채우고, 외부 구획부(33)에는 옹벽 높이의 1/3 까지만 자갈, 모래 또는 토사를 채워, 무게 중심이 하향된 안정된 구조의 옹벽을 축조하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템의 시공 방법.
- 다수의 육각 기둥형 블록(20)으로 축조된 메인 옹벽(51)과, 상기 메인 옹벽(51)이 후부 측으로 경사지도록 형성되고, 상기 메인 옹벽(51)에 대하여 수직한 방향으로 다수 개 축조된 부벽식 옹벽(50)을 포함하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 다수의 육각 기둥형 블록(20)으로 축조된 메인 옹벽(51)과, 상기 메인 옹벽(51)이 후부 측에 다수의 화단을 형성하도록 축조된 다수의 화단식 옹벽(60)을 포함하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
- 다수의 육각 기둥형 블록(20)으로 축조된 메인 옹벽(51)과, 상기 메인 옹벽(51)이 후부 측에 일정 간격을 두고 7개의 육각 기둥형 블록(20)으로 다수의 기둥을 형성한 기둥식 옹벽(70)을 포함하는 것을 특징으로 하는 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201080068519.3A CN103443362B (zh) | 2010-08-17 | 2010-09-08 | 用于预防海啸及洪水灾害的挡土墙建造系统及其施工方法 |
JP2013524764A JP5733849B2 (ja) | 2010-08-17 | 2010-09-08 | 津波及び洪水被害防止のための擁壁築造システム及びその施工方法 |
US13/817,594 US9080298B2 (en) | 2010-08-17 | 2010-09-08 | Retaining wall construction system for preventing tsunamis and flood damages and construction method thereof |
BR112013003547-1A BR112013003547B1 (pt) | 2010-08-17 | 2010-09-08 | Sistema de construção de paredes de retenção para evitar danos com enchentes, e maremotos e método de construção de sistema de construção de paredes |
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KR1020100079390A KR101077244B1 (ko) | 2010-08-17 | 2010-08-17 | 쓰나미 및 홍수 피해 방지를 위한 옹벽 축조시스템 및 그 시공 방법 |
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JP (1) | JP5733849B2 (ko) |
KR (1) | KR101077244B1 (ko) |
CN (1) | CN103443362B (ko) |
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Cited By (1)
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CN104024531A (zh) * | 2012-09-27 | 2014-09-03 | 柳兴植 | 用于防止超级地震、海啸、龙卷风的灾害的混凝土桁架结构的挡土墙建造系统及其建造方法 |
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US8888481B2 (en) | 2011-01-10 | 2014-11-18 | Stable Concrete Structures, Inc. | Machine for manufacturing concrete U-wall type construction blocks by molding each concrete U-wall construction block from concrete poured about a block cage made from reinforcing material while said block cage is loaded within said machine |
US9644334B2 (en) | 2013-08-19 | 2017-05-09 | Stable Concrete Structures, Inc. | Methods of and systems for controlling water flow, breaking water waves and reducing surface erosion along rivers, streams, waterways and coastal regions |
KR101501930B1 (ko) * | 2014-07-08 | 2015-03-13 | 주식회사 에코탑 | 옹벽블록 및 그 시공방법 |
KR102255652B1 (ko) * | 2014-07-08 | 2021-05-26 | 주식회사 에코탑 | 옹벽블록 및 그를 이용한 건축물시공방법 |
KR101580747B1 (ko) | 2014-09-05 | 2015-12-28 | 유흥식 | 조립식 블록 및 그것을 이용한 고내구성 방수구조체 축조방법 |
CA161449S (en) * | 2014-12-24 | 2015-11-19 | Eco Top Co Ltd | Precast paver |
KR20160082156A (ko) | 2014-12-31 | 2016-07-08 | 유흥식 | 조립식 블럭을 이용한 투과식 방파제 및 친수성 방조제 |
CN107288153B (zh) * | 2016-04-11 | 2023-09-01 | 易朋莹 | 一种预制重力式挡墙 |
CN106087858B (zh) * | 2016-06-28 | 2018-07-13 | 南京工业大学 | 一种预防海啸及洪水灾害的挡土墙建造系统 |
ES2614241B2 (es) * | 2017-03-31 | 2018-01-03 | Lara BROSCHAT GARCÍA | Método de preparación del terreno para la plantación paisajística en suelos desfavorables y sistema de puesta en práctica del mismo |
KR20210006587A (ko) | 2019-07-09 | 2021-01-19 | 최원옥 | 옹벽블럭 시공방법 |
KR20210006588A (ko) | 2019-07-09 | 2021-01-19 | 최원옥 | 조립식으로 시공되는 옹벽블럭 구조체 |
CN110532641B (zh) * | 2019-08-06 | 2020-08-25 | 中国水利水电科学研究院 | 一种地表网格分层建模方法及系统 |
WO2021058996A1 (es) * | 2019-09-23 | 2021-04-01 | Santander Lora Gustavo Adolfo | Formaleta plegable para la construcción de muros estructurales |
US11359345B2 (en) * | 2020-05-07 | 2022-06-14 | Hercules Eco, LLC | Sediment control system |
CN111877368A (zh) * | 2020-06-29 | 2020-11-03 | 中铁二院重庆勘察设计研究院有限责任公司 | 一种边坡支档结构及其施工方法 |
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- 2010-09-08 WO PCT/KR2010/006086 patent/WO2012023650A1/ko active Application Filing
- 2010-09-08 US US13/817,594 patent/US9080298B2/en not_active Expired - Fee Related
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Also Published As
Publication number | Publication date |
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JP2013537591A (ja) | 2013-10-03 |
BR112013003547A2 (ko) | 2018-06-12 |
JP5733849B2 (ja) | 2015-06-10 |
CN103443362B (zh) | 2015-09-30 |
US20130149037A1 (en) | 2013-06-13 |
US9080298B2 (en) | 2015-07-14 |
KR101077244B1 (ko) | 2011-10-27 |
CN103443362A (zh) | 2013-12-11 |
BR112013003547B1 (pt) | 2019-10-01 |
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