WO2009145432A1 - Retaining wall block assembly with adjustable stacked angle for vegetation - Google Patents

Retaining wall block assembly with adjustable stacked angle for vegetation Download PDF

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Publication number
WO2009145432A1
WO2009145432A1 PCT/KR2009/001596 KR2009001596W WO2009145432A1 WO 2009145432 A1 WO2009145432 A1 WO 2009145432A1 KR 2009001596 W KR2009001596 W KR 2009001596W WO 2009145432 A1 WO2009145432 A1 WO 2009145432A1
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WO
WIPO (PCT)
Prior art keywords
retaining wall
wall block
soil
vegetation
block assembly
Prior art date
Application number
PCT/KR2009/001596
Other languages
French (fr)
Korean (ko)
Inventor
김성민
Original Assignee
Kim Sung Min
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 Kim Sung Min filed Critical Kim Sung Min
Publication of WO2009145432A1 publication Critical patent/WO2009145432A1/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0241Retaining or protecting walls comprising retention means in the backfill the retention means being reinforced earth elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/022Pots for vertical horticulture
    • A01G9/025Containers and elements for greening walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/205Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0084Geogrids

Definitions

  • the present invention relates to a reinforcement retaining wall block assembly for vegetation can be laminated angle control, and more specifically, to support the slope or law surface of the incision formed by civil engineering and to be laminated to prevent the collapse of the earth and sand to allow a variety of vegetation
  • the present invention relates to a vegetation retaining soil retaining wall block assembly having a stacking angle adjustable to be stacked at an inclined angle.
  • retaining walls using stone or concrete retaining wall blocks are used on slopes, banks, riverbanks, and landscaping walls of roadsides to prevent soil from being sheared or deformed by external pressure, thereby preventing deformation or collapse. Constructing a structure.
  • the retaining wall blocks are typically constructed in which the upper and lower rows are staggered with each other in a zigzag manner, and a separate reinforcement such as a geogrid for supporting the soil formed behind the retaining wall blocks is installed therebetween.
  • the reinforcement earth retaining wall constructed as described above has a bearing capacity by the concrete-molded block and the reinforcement binds with the soil to form a large gravity structure, so that the shear resistance and the load are evenly distributed so that it adapts well to the uneven settlement. .
  • the retaining wall block has a configuration capable of not only a vertical scale in which the blocks are stacked in a row, but also an upper retracting scale in which the blocks stacked toward the upper end are positioned little by little to have an inclination angle.
  • the grass or wild vegetation such as plants to grow naturally and to enable the habitation of animals to create a natural environment.
  • the retaining wall blocks used in the related art were structures that had only a function of the retaining wall without a space for plants to grow and had nothing to do with the vegetation of the plants.
  • An object of the present invention for solving the above problems is to secure a sufficient vegetation space of the plant so that the entire retaining wall laminated by the plants planted within a short time can be greening, and the upper and lower layers stacked It is to provide a vegetation-reinforced soil retaining wall block assembly capable of adjusting the lamination angle so that the retaining wall blocks of the liver have various lamination inclination angles so as to precisely correspond to the inclined or normal surfaces of the soil.
  • the retaining wall block is a receiving portion having a front and an upper portion, a channel formed in communication with the rear of the receiving portion, a plurality of coupling holes formed on the bottom surface of the receiving portion, and formed on both sides of the upper surface of the retaining wall block.
  • a bullet is inserted into the insertion hole provided in the upper body of the interlocking pin and inserted into the coupling hole, and further provided with a bullet for adjusting the stacking angle of the retaining wall block to a plurality. It is characterized by.
  • the vegetation-reinforced soil retaining wall block assembly with adjustable stacking angle which is piled up at an inclined angle, has a front and an upper portion on the retaining wall block which is laminated with a geogrid that generates friction, pull resistance and shear stress with soil.
  • Is formed to communicate with the receiving portion is open, the channel formed in communication with the rear of the receiving portion, a plurality of coupling holes formed on the bottom surface of the receiving portion, and the upper surface of the retaining wall block so as to correspond to the coupling hole when the retaining wall block is laminated It is provided with a plurality of pinholes formed,
  • An interlocking pin inserted into the coupling hole and the pinhole to adjust the stacking angle of the retaining wall block to a plurality of angles;
  • An interlocking pin inserted into the coupling hole and the pinhole to adjust the stacking angle of the retaining wall block to a plurality of angles;
  • In order to trap the seeds of the soil and plants filled in the receiving portion so as not to escape to the front of the retaining wall block is inserted into the grill fitting hole provided on both front sides of the retaining wall block and the grill seating groove provided in the lower portion of the retaining wall block A grill member seated and coupled; And a non-woven fabric detachably mounted to the rear surface of the grill member and to which a plurality of plant seeds are adhered.
  • any one of the grill fitting holes provided on both front sides of the retaining wall block has a wider volume in the horizontal direction.
  • the retaining wall is constructed using the reinforcing soil retaining wall block assembly for vegetation reinforcement soil control according to the present invention as described above, the retaining wall laminated by plants planted in a short time by allowing the vegetation space of the retaining wall block to be widely used. It is possible to obtain the effect that the greening is formed to eliminate the aversion of the ugly structure, and that the retaining wall blocks between the upper and lower layers stacked to have various stacking inclination angles can precisely respond to the slope or the slope of the soil. .
  • FIG. 1 is an exploded perspective view showing a reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
  • Figure 2 is a schematic view showing a combined state of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
  • Figure 3 is a perspective view showing an example of the interlocking pin of the retaining wall block assembly.
  • Figure 4 is a plan view showing an example of the interlocking pin of the retaining wall block assembly.
  • Figure 5 is a perspective view showing another example of the interlocking pin and the block of the retaining wall block assembly.
  • FIG. 6 is a cross-sectional view taken along line A-A of FIG.
  • FIG. 7 is a cutaway perspective view of another example of an interlocking pin of a retaining wall block assembly.
  • 8 to 11 are side views of the blocks of the retaining wall block assembly.
  • FIG. 12 is a cross sectional view taken along line B-B in FIG. 5; FIG.
  • FIG. 13 and 14 are cross-sectional views showing an example of an example of an interlocking pin of the retaining wall block assembly.
  • 15 to 18 are cross-sectional views showing another example of an interlocking pin and retaining block of the retaining wall block assembly.
  • 19 is a front view of an embodiment of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
  • 20 is a side view of an embodiment of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
  • Figure 21 is an exploded perspective view showing a reinforcing soil retaining wall block assembly for vegetation adjustable stacking angle according to another embodiment of the present invention.
  • Figure 22 is a side cross-sectional view showing a reinforcing soil retaining wall block assembly for vegetation adjustable stacking angle according to another embodiment of the present invention.
  • the vegetation-reinforced soil retaining wall block assembly with adjustable stacking angle which is stacked at an angle, has a front and an upper portion on the retaining wall block stacked with a geogrid that generates frictional force, pullout resistance and shear stress with soil.
  • An open receiving portion a channel formed in communication with the rear of the receiving portion, a plurality of coupling holes formed on the bottom surface of the receiving portion, and formed on both sides of an upper surface of the retaining wall block, and formed to correspond to the coupling hole when the retaining wall block is laminated;
  • a plurality of pinholes are provided, which contain a combination of soil and plant seeds and can be housed in the retaining wall of the retaining wall block.
  • a head portion, the head portion connected to the tail portion is formed to be buried in the backfill soil through the channel of the retaining wall block tonang ( ⁇ ⁇ ); And an interlocking pin inserted into the coupling hole and the pinhole to adjust the stacking angle of the retaining wall block to a plurality of angles.
  • FIG. 1 is an exploded perspective view showing a vegetation-reinforced soil retaining wall block assembly capable of adjusting the stacking angle according to an embodiment of the present invention
  • Figure 2 is a vegetation-reinforced soil retaining wall block assembly capable of adjusting the stacking angle according to an embodiment of the present invention
  • 3 is a perspective view showing an example of an interlocking pin of the retaining wall block assembly
  • FIG. 4 is a plan view showing an example of an interlocking pin of the retaining wall block assembly
  • FIG. 5 is an inter of the retaining wall block assembly.
  • FIG. 6 is a cross-sectional view of the AA of Figure 5
  • Figure 7 is a cutaway perspective view of another example of the interlocking pin of the retaining wall block assembly
  • Figures 8 to 11 12 is a side view of the block of the retaining wall block assembly
  • FIG. 12 is a cross-sectional view of BB of FIG. 5
  • FIGS. 13 and 14 are cross-sectional views showing an example of an example of an interlocking pin of the retaining wall block assembly.
  • 15 to 18 are cross-sectional views showing another example of an interlocking pin and a block of the retaining wall block assembly
  • FIG. 19 is a vegetation-reinforced soil retaining wall block having an adjustable lamination angle according to an embodiment of the present invention.
  • Figure 20 is a front view of an embodiment of the assembly
  • Figure 20 is a side view of an embodiment of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention
  • Figure 21 according to another embodiment of the present invention
  • Fig. 22 is an exploded perspective view showing the vegetation reinforcement retaining wall block assembly for stacking angle control according to another embodiment of the present invention.
  • Reinforced soil retaining wall block assembly for vegetation is adjustable according to an embodiment, as shown in Figures 1 to 20, Geogrid (5), retaining wall block 10, ton ( ⁇ ⁇ , 20) And an inter locking pin (30), further provided with a bullet (40).
  • the geogrid 5 is a general product used for preventing the earth pressure, by connecting a plurality of horizontal bars (5-1) and vertical bars (5-2) to form an elliptical fastening hole (5-3) as described later Insert the interlocking pin 30 to be in close contact serves to generate frictional force, pullout resistance and shear stress with the soil.
  • the geogrid (5) can be used to select the specifications and materials through structural dynamics calculations applying the height of the retaining wall block 10, the soil and load.
  • the retaining wall block 10 is stacked with the geogrid 5 interposed therebetween, and its overall shape has a space for holding the sack 20 to be described next in the shape of a tertiary shape as shown in FIG. .
  • the front portion of the retaining wall block 10 is provided with a receiving portion 12 for accommodating the tonang 20, the receiving portion 12 is in a state in which the front and the top is open.
  • the vegetation planted from the tonza 20 contained in the receiving portion 12 is sprouted to the front and the top of the retaining wall block 10 to cover the entire retained wall built in a short time.
  • the rear portion of the retaining wall block 10 is provided with a channel 14 formed in communication with the receiving portion 12.
  • the waterway 14 creates a passage through which water flows between the sack 20 and the backfilled soil filled in the latter half of the retaining wall, and backs it up by placing a tail 24 provided in the manufacture of the sack 20 thereon.
  • the water in the soil is directed to the tonic 20 so that sufficient water can be supplied to the tonic 20.
  • a plurality of coupling holes 16 are formed on the bottom surface of the receiving portion 12 of the retaining wall block 10.
  • the retaining wall blocks 10 are connected to the coupling hole 16 by allowing the upper body 34 of the interlocking pin 30 coupled to the retaining wall block 10 to be lowered upon stacking of the retaining wall block 10. Interlocking is achieved between each other, and also serves as a passage through which water flows down to the tonang 20 of the retaining wall block 10 below.
  • the rear surface 16-1 of the coupling hole 16 of the retaining wall block 10 may be formed in a circumferential shape.
  • the interlocking pin 30 may move along the rear surface 16-1 so that the retaining wall block 10 placed below and the retaining wall block 10 placed thereon are stacked.
  • the angle of inclination can be precisely changed in various forms.
  • the upper both sides of the retaining wall block 10 are provided with a plurality of pin holes 18 formed to correspond to the coupling hole 16 when the retaining wall blocks 10 are stacked, and the pin holes 18 of the interlocking pins 30 are provided.
  • the lower body 32 is inserted.
  • the pinhole 18 allows the upper and lower left and right sides of the retaining wall block 10 and the retaining wall block 10 placed above to be interlocked by the interlocking pins 30 when the retaining wall blocks 10 are coupled to each other. Bonded with (5), the retaining wall constructed can withstand earth pressure.
  • the tonic 20 is accommodated in the receiving portion 12 of the retaining wall block 10 to allow soil and plant seeds to stay in the retaining wall block 10, as shown in Figure 1, the head 22 ) And tail 24.
  • the head 22 is a portion that is mixed with the seeds of the soil and plants are contained, and is accommodated in the receiving portion 12 of the retaining wall block (10).
  • the tail portion 24 is connected to the head portion 22 and is embedded in the backfill soil through the channel 14 of the retaining wall block 10, and the water in the backfill soil as the head portion 22 as described above. It serves as a guide.
  • the tonang 20 is made of a non-woven fabric of a special material that does not permanently deteriorate and does not interfere with the germination of plant seeds, it is a bag that can be mixed with soil and plant seeds inside.
  • the toner 20 may be made of a synthetic resin material having an elastic force to be easily accommodated when accommodated in the receiving portion 12 of the retaining wall block 10.
  • the inter locking pin 30 is coupled to the coupling hole 16 of the pinhole 18 of the retaining wall block 10 and the retaining wall block 10. Interlocking the vertical retaining wall blocks 10 stacked by being inserted and coupled to each other.
  • the interlocking pin 30 is composed of a lower body 32 and an upper body 34 as shown.
  • the lower body 32 of the interlocking pin 30 forms a slope to narrow toward the front and rear half from the middle portion, and is inserted into the pinhole 18 of the retaining wall block 10 to be inserted into the pinhole 18. Allows flow in the left and right directions within the space.
  • the upper body 34 of the interlocking pin 30 is coupled to the upper portion of the lower body 32 so that the protruding length of the front and rear portions from the lower body 32 is different.
  • the length of the upper body 34 protruding from the lower body 32 is made to protrude differently to T1 and T2 as shown in FIG. 4 so that the interlocking pins 30 when the retaining wall blocks 10 are stacked.
  • the stacking angle between the retaining wall block 10 and the retaining wall block 10 placed on the upper portion can be formed differently, which will be described in detail with reference to an example. do.
  • front and rear surfaces of the upper body 34 have a circumferential shape, and are freely along the rear surface 16-1 of the coupling hole 16 when inserted into the coupling hole 16 of the retaining wall block 10. Move to to be combined.
  • the coupling hole 16 of the upper body 34 and the upper body 34 are angularly adjustable so that the stacking angles between the retaining wall blocks 10 are varied. To make it possible.
  • an insertion hole 36 having a stopper 38 is formed on a lower surface thereof, which will be described later.
  • the stopping jaw 38 provided in the insertion hole 36 may be formed on the upper surface thereof.
  • the insertion hole 36 of the interlocking pin 30 may be formed to penetrate forward and backward as shown in FIG. 7.
  • the angle of the retaining wall block 10 can be further diversified by the different protruding lengths T1 and T2 when the block 40 is inserted.
  • the bullet 40 serves to additionally adjust the angle when a more gentle lamination angle is required in addition to the lamination angle of the two retaining wall blocks 10 of T1 and T2 of the interlocking pin 30. .
  • the bullet 40 is coupled to the insertion hole 36 provided in the upper body 34 of the interlocking pin 30, as shown in FIGS. 5 and 7. Is inserted but has a function to adjust the stacking angle of the retaining wall block 10 to a plurality.
  • the block 40 is formed in a rectangular shape (see Fig. 12), but each side is provided with fitting holes 43 having different lengths so as to be inserted into the insertion holes 36 of the interlocking pins 30 and inserted. It consists of a sieve 42 and a jaw 44 which prevents complete insertion when inserted into the insertion hole 36.
  • the additional stacking angle of the retaining wall blocks 10 is determined by the length of the insert 42 of the block 40 is inserted into the insertion hole 36 formed in the upper body 34 of the interlocking pin 30.
  • the insertion degree is determined by the stopping jaw 38 which prevents the insertion when the insert 42 is inserted into the insertion hole 36, the insertion degree 43 is inserted into the insert 42 This can be seen from the unformed part.
  • the distance between the portion where the fitting hole 43 of the insert 42 is not formed and the prevention jaw 44 is P1, P2, P3, and P4. .
  • the first layer of the retaining wall block 10 is placed on the bottom of the foundation having good drainage.
  • the head part 22 of the bag 20 filled with a mixture of soil and seeds in the container part 12 is placed in the container part 12, and the tail part 24 is Long along the channel 14.
  • the front and rear portions of the interlocking pin 30 are appropriately selected by the worker in accordance with the inclined surface or the law surface of the soil.
  • the upper body 34 of the interlocking pin 30 is inserted into the elliptical fastening hole 5-3 of the geogrid 5.
  • the retaining wall block 10 of the second layer is stacked on the upper surface between the retaining wall blocks 10 of the first layer.
  • the upper body 34 of the interlocking pin 30 is inserted into the coupling hole 16 of the second layer retaining wall block 10 so as to have an appropriate stacking angle, but the rear surface 16 of the coupling hole 16 is provided. Provide a change in angle by keeping it in the proper position along -1).
  • the second layer retaining wall may be coupled to the insert hole 36 of the upper part 34 of the interlocking pin 30. It is inserted into the coupling hole 16 of the block 10.
  • the third layer, the fourth layer, the fifth layer ... ... You can stack them sequentially.
  • the retaining wall blocks 10 are to be stacked at a stacking angle T1
  • an operator places the retaining wall block 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer.
  • the lower body 32 of the interlocking pin 30 is inserted into the pinhole 18 of the first layer, but the installation direction of the upper body 34 is adjusted to be made at the stacking angle T1.
  • the stacking angle T1 of the upper body 34 of the interlocking pin 30 is directed forward.
  • the operator After the interlocking pin 30 is coupled to the retaining wall block 10 of the first layer, the operator allows the upper body 34 to be inserted into the coupling hole 16 of the retaining wall block 10 of the second layer. The front face of the coupling hole 16 is brought into contact with the upper body 34.
  • the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T1.
  • the retaining wall blocks 10 are to be stacked at a stacking angle T2
  • an operator places the retaining wall block 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer.
  • the lower body 32 of the interlocking pin 30 is inserted into the pinhole 18 of the first layer, but the installation direction of the upper body 34 is adjusted to be made at the stacking angle T2.
  • the stacking angle T2 by the upper body 34 of the interlocking pin 30 is directed forward.
  • the operator After the interlocking pin 30 is coupled to the retaining wall block 10 of the first layer, the operator allows the upper body 34 to be inserted into the coupling hole 16 of the retaining wall block 10 of the second layer. The front face of the coupling hole 16 is brought into contact with the upper body 34.
  • the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2.
  • the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the block 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is P1.
  • the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer.
  • the upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
  • the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P1.
  • the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the block 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is P2.
  • the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer.
  • the upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
  • the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P2.
  • the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the bullet 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is P3.
  • the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer.
  • the upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
  • the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P3.
  • the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the block 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is made of P4.
  • the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer.
  • the upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
  • the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P4.
  • the present invention is stacked to support the slope or the slope of the incision site formed by civil works, such as slopes, embankments, riverbanks and landscaping walls of the roadside and to prevent the collapse of soil, but the vegetation is possible and stacked at a plurality of inclination angles Reinforcing soil retaining wall block assembly for vegetation angle control according to another embodiment of, as shown in Figures 21 and 22, unlike the embodiment of the torcone 20 instead of the grill member 50 and the nonwoven fabric ( 60).
  • the grill member 50 serves to trap the seeds of soil and plants filled in the receiving portion 12 of the retaining wall block 10 so as not to be separated from the front of the retaining wall block 10.
  • the retaining wall block 10 is provided with grill fitting holes 52 at both front sides, and a grill seating groove 54 at the bottom thereof.
  • the grill member 50 is fitted in the grill fitting hole 52 and seated in the grill seating groove 54 is coupled to the front of the retaining wall block 10.
  • any one of the grill fitting holes 52 provided on both front sides of the retaining wall block 10 has a larger volume in the horizontal direction, and the reason for the grill fitting hole 52 is that of the retaining wall block 10. In the case of joining in front of the), it is pushed toward the wider volume and then pushed to the opposite side without the wider volume so as to be easily coupled.
  • the nonwoven fabric 60 is detachably mounted on the rear surface of the grill member 50 and serves to prevent soil and seeds of the receiving portion 12 from being separated out through the formed holes of the grill member 50.
  • a plurality of plant seeds 70 can be adhered thereto and maintained thereon.
  • Reinforcing soil retaining wall block assembly for vegetation when the retaining wall in the water, such as coasts, riversides and rivers can be selected in consideration of the local characteristics of the ecological environment, If you remove the sack from a block at a suitable location on the retaining wall and leave it in a hollow block, it can be used as a habitat for fish.
  • the vegetation-reinforced soil retaining wall block assembly that can adjust the stacking angle as described above is a retaining wall for preventing earth pressure on the cut surface generated when cutting the mountain area to form a flat land, a retaining wall that must be constructed to support the upper and lower lands, and steel. It is applied to retaining walls that need to be constructed when building banks and banks, and it is used as an eco-friendly amphibian that protects safety and aesthetics and fish in the ground and water by solving the structure that can be planted even in the water as well as safety as a structure. Can be.

Abstract

The present invention is a retaining wall block assembly for promoting growth of vegetation which allows adjustment for inclined stacking, and supports a defined surface area formed by municipal construction or an inclined surface such as a roadside curb, bank, riverbank, wall of an apartment complex, etc., and is stacked to prevent soil erosion. The invention is able to promote the growth of vegetation and adjusts the stack angle thereof. The block assembly comprises a housing for containing soil, and a water or plant seed channel for providing water to the housing. The plant grown therein adds green to the whole stacked retaining wall and harmonizes with neighboring green zones, improving the city's appearance. Furthermore, since an interlocking pin and a blit are prepared as coupling units, various angled stacks can be formed by upper layers and lower layers and the stack angle can be adjusted corresponding to an angled soil surface or a slope.

Description

적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체Reinforced soil retaining wall block assembly for vegetation with adjustable stacking angle
본 발명은 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체에 관한 것으로, 더욱 상세하게는 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되 식생을 가능하게 하고 다양한 경사 각도로 쌓아 올려지게 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체에 관한 것이다.The present invention relates to a reinforcement retaining wall block assembly for vegetation can be laminated angle control, and more specifically, to support the slope or law surface of the incision formed by civil engineering and to be laminated to prevent the collapse of the earth and sand to allow a variety of vegetation The present invention relates to a vegetation retaining soil retaining wall block assembly having a stacking angle adjustable to be stacked at an inclined angle.
일반적으로, 도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등에는 토사가 전단되거나 외압에 의해 변형되어 토압을 이기지 못하고 변형 또는 붕괴되는 것을 방지하기 위하여 석재나 콘크리트 등으로 된 옹벽블럭을 이용하여 옹벽 구조물을 축조하고 있다.In general, retaining walls using stone or concrete retaining wall blocks are used on slopes, banks, riverbanks, and landscaping walls of roadsides to prevent soil from being sheared or deformed by external pressure, thereby preventing deformation or collapse. Constructing a structure.
상기의 옹벽블럭들은 통상적으로 상층열과 하층열이 지그재그방식으로 서로 엇갈리게 구축되며, 이때 구축되는 옹벽블럭들 사이에는 그 후방에 성토된 흙을 지지하기 위한 지오그리드와 같은 별도의 보강재가 설치된다.The retaining wall blocks are typically constructed in which the upper and lower rows are staggered with each other in a zigzag manner, and a separate reinforcement such as a geogrid for supporting the soil formed behind the retaining wall blocks is installed therebetween.
따라서, 상기와 같이 구축된 보강토 옹벽은 콘크리트로 성형된 블럭에 의한 지지력과, 보강재가 흙과 결속되어 하나의 큰 중력식 구조체가 되기 때문에 전단저항과 하중이 골고루 분산되어 부등침하에 잘 적응하도록 하고 있다.Therefore, the reinforcement earth retaining wall constructed as described above has a bearing capacity by the concrete-molded block and the reinforcement binds with the soil to form a large gravity structure, so that the shear resistance and the load are evenly distributed so that it adapts well to the uneven settlement. .
또한, 상기의 옹벽블럭은 블럭들을 일렬로 적층되는 수직축조뿐만 아니라, 상단으로 갈수록 적층되는 블럭들이 조금씩 후방에 위치되도록 하여 경사각을 갖도록 하는 상부후퇴축조도 가능한 구성을 갖고 있다.In addition, the retaining wall block has a configuration capable of not only a vertical scale in which the blocks are stacked in a row, but also an upper retracting scale in which the blocks stacked toward the upper end are positioned little by little to have an inclination angle.
그리고, 상기의 상부후퇴축조 과정에서 블럭의 채움공에 흙을 투입하여 복토층을 형성함으로써 잔디나 야생초목류 등의 식물이 자생하도록 하고 동물들의 서식이 가능하도록 함에 따라 자연친화적인 환경을 조성하고 있다.In addition, by forming soil layer in the filling hole of the block in the upper retreat construction process, the grass or wild vegetation, such as plants to grow naturally and to enable the habitation of animals to create a natural environment.
그러나, 상기와 같은 옹벽블럭들을 상부후퇴축조하는 과정에서 상층열과 하층열에 적층되는 블럭들 간의 경사각을 조절하기 위한 별도의 수단이 구비되지 않거나 구비되어 있다 하더라도 하나의 정해진 경사각만을 갖도록 되어 있어, 적층 경사각을 구축하는 과정에서 그를 조절하거나 정밀한 경사각을 갖도록 하는 것이 용이하지 않은 문제점이 있었다. However, in the process of retreating the retaining wall blocks as described above, even if a separate means for adjusting the inclination angle between the blocks stacked in the upper row and the lower row is not provided or has only one predetermined inclination angle, the stacking inclination angle There was a problem that it is not easy to adjust him or have a precise inclination angle in the process of building.
또한, 종래에 이용되고 있는 상기와 같은 옹벽블럭에는 식물이 식생할 수 있는 공간 없이 옹벽만의 기능을 가지고 있을 뿐 식물의 식생과 전혀 관계가 없는 구조물들이었다.In addition, the retaining wall blocks used in the related art were structures that had only a function of the retaining wall without a space for plants to grow and had nothing to do with the vegetation of the plants.
상기와 같은 문제점을 해결하기 위한 본 발명의 목적은 식물의 식생 공간을 충분히 확보할 수 있어 빠른 시간 내에 식재된 식물에 의해 적층된 옹벽 전체가 녹화가 조성될 수 있게 하고, 적층되는 상·하층열 간의 옹벽블럭들이 다양한 적층 경사각을 갖도록 하여서 토질의 경사면이나 법면에 정밀하게 대응할 수 있게 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 제공하는 데에 있다.An object of the present invention for solving the above problems is to secure a sufficient vegetation space of the plant so that the entire retaining wall laminated by the plants planted within a short time can be greening, and the upper and lower layers stacked It is to provide a vegetation-reinforced soil retaining wall block assembly capable of adjusting the lamination angle so that the retaining wall blocks of the liver have various lamination inclination angles so as to precisely correspond to the inclined or normal surfaces of the soil.
상기한 바와 같은 목적을 성취하기 위한 본 발명의 일실시예에 따른 도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되, 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체는, 흙과의 마찰력, 인발저항력 및 전단응력을 발생시키는 지오그리드(Geogrid)를 사이에 두고 적층되는 상기 옹벽블럭에는, 전방과 상부가 개방되어 있는 수용부와, 상기 수용부의 후방에 연통되게 형성된 수로와, 상기 수용부의 바닥면에 형성된 다수개의 결합공과, 상기 옹벽블럭의 상면 양측에 형성되되 옹벽블럭의 적층시 상기 결합공과 대응되게 형성된 다수개의 핀홀이 구비되며, In order to support the slope or the slope of the incision formed by civil works, such as slopes, embankments, riverbanks and landscaping walls of roadsides in accordance with an embodiment of the present invention for achieving the above object and to prevent the collapse of soil Reinforced soil retaining wall block assembly for vegetation, with vegetation and stacking angle, which can be stacked at multiple inclination angles, is laminated with geogrids that generate frictional force, pullout resistance and shear stress with soil. The retaining wall block is a receiving portion having a front and an upper portion, a channel formed in communication with the rear of the receiving portion, a plurality of coupling holes formed on the bottom surface of the receiving portion, and formed on both sides of the upper surface of the retaining wall block. When stacking the blocks are provided with a plurality of pin holes formed to correspond to the coupling hole,
흙과 식물의 씨앗의 배합물이 담기게 하며 상기 옹벽블럭의 수용부에 수용되는 머리부와, 상기 머리부와 연결되며 상기 옹벽블럭의 수로를 관통하여 뒷채움토에 매설되는 꼬리부로 이루어진 토낭(土囊); 및 상기 결합공과 핀홀에 삽입되어서 상기 옹벽블럭의 적층 각도를 다수의 각도로 조절되게 하는 인터록킹 핀(Inter locking Pin);을 포함하는 것을 특징으로 한다.Soil containing a mixture of seeds of the soil and the plant, the head portion accommodated in the receiving portion of the retaining wall block, and the tail portion connected to the head and embedded in the backfill soil through the waterway of the retaining wall block ); And an interlocking pin inserted into the coupling hole and the pinhole to adjust the stacking angle of the retaining wall block to a plurality of angles.
본 발명의 일실시예에 따르면, 상기 인터록킹 핀의 상부체에 구비된 삽설공에 결합되어서 상기 결합공에 삽입되되 상기 옹벽블럭의 적층 각도가 다수 개로 조절되게 하는 블릿(bullet)이 추가로 구비되는 것을 특징으로 한다.According to an embodiment of the present invention, a bullet is inserted into the insertion hole provided in the upper body of the interlocking pin and inserted into the coupling hole, and further provided with a bullet for adjusting the stacking angle of the retaining wall block to a plurality. It is characterized by.
본 발명의 다른 실시예에 따른 도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되, 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체는, 흙과의 마찰력, 인발저항력 및 전단응력을 발생시키는 지오그리드(Geogrid)를 사이에 두고 적층되는 상기 옹벽블럭에는, 전방과 상부가 개방되어 있는 수용부와, 상기 수용부의 후방에 연통되게 형성된 수로와, 상기 수용부의 바닥면에 형성된 다수개의 결합공과, 상기 옹벽블럭의 상면 양측에 형성되되 옹벽블럭의 적층시 상기 결합공과 대응되게 형성된 다수개의 핀홀이 구비되며,In accordance with another embodiment of the present invention to support the slope or the slope of the incision formed by the civil works, such as slopes, embankments, riverbanks and landscaping walls of the roadside and stacked to prevent the collapse of the soil, vegetation is possible and multiple The vegetation-reinforced soil retaining wall block assembly with adjustable stacking angle, which is piled up at an inclined angle, has a front and an upper portion on the retaining wall block which is laminated with a geogrid that generates friction, pull resistance and shear stress with soil. Is formed to communicate with the receiving portion is open, the channel formed in communication with the rear of the receiving portion, a plurality of coupling holes formed on the bottom surface of the receiving portion, and the upper surface of the retaining wall block so as to correspond to the coupling hole when the retaining wall block is laminated It is provided with a plurality of pinholes formed,
상기 결합공과 핀홀에 삽입되어서 상기 옹벽블럭의 적층 각도를 다수의 각도로 조절되게 하는 인터록킹 핀(Inter locking Pin); 상기 수용부에 채워진 흙과 식물의 씨앗을 가둬 상기 옹벽블럭의 전방으로 이탈되지 못하도록 하기 위해서 상기 옹벽블럭의 전방 양측에 구비된 그릴 끼움공 및 상기 옹벽블럭의 하부에 구비된 그릴 안착홈에 끼워지고 안착되어 결합되는 그릴부재; 및 상기 그릴부재의 후면에 탈부착가능하게 장착되고 다수 개의 식물 씨앗이 접착되어 있는 부직포;를 포함하는 것을 특징으로 한다.An interlocking pin inserted into the coupling hole and the pinhole to adjust the stacking angle of the retaining wall block to a plurality of angles; In order to trap the seeds of the soil and plants filled in the receiving portion so as not to escape to the front of the retaining wall block is inserted into the grill fitting hole provided on both front sides of the retaining wall block and the grill seating groove provided in the lower portion of the retaining wall block A grill member seated and coupled; And a non-woven fabric detachably mounted to the rear surface of the grill member and to which a plurality of plant seeds are adhered.
본 발명의 다른 실시예에 따르면, 상기 옹벽블럭의 전방 양측에 구비된 상기 그릴 끼움공들 중 어느 하나가 가로 방향으로 더 넓은 부피를 가지게 한다.According to another embodiment of the present invention, any one of the grill fitting holes provided on both front sides of the retaining wall block has a wider volume in the horizontal direction.
상기와 같은 본 발명에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 이용하여 옹벽을 구축하게 되면, 옹벽블럭의 식생 공간을 넓게 사용할 수 있게 함으로써 빠른 시간 내에 식재된 식물에 의해 적층된 옹벽 전체가 녹화가 조성되어 흉물스러운 구조체에 의한 혐오감을 없앨 수 있게 하고, 적층되는 상·하층열 간의 옹벽블럭들이 다양한 적층 경사각을 갖도록 하여서 토질의 경사면이나 법면에 정밀하게 대응할 수 있게 하는 효과를 얻을 수 있다.When the retaining wall is constructed using the reinforcing soil retaining wall block assembly for vegetation reinforcement soil control according to the present invention as described above, the retaining wall laminated by plants planted in a short time by allowing the vegetation space of the retaining wall block to be widely used. It is possible to obtain the effect that the greening is formed to eliminate the aversion of the ugly structure, and that the retaining wall blocks between the upper and lower layers stacked to have various stacking inclination angles can precisely respond to the slope or the slope of the soil. .
도 1은 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 보인 분해사시도. 1 is an exploded perspective view showing a reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
도 2는 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 결합상태를 보인 개략도.Figure 2 is a schematic view showing a combined state of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
도 3은 옹벽블럭 조립체의 인터록킹 핀의 일례를 보인 사시도. Figure 3 is a perspective view showing an example of the interlocking pin of the retaining wall block assembly.
도 4는 옹벽블럭 조립체의 인터록킹 핀의 일례를 보인 평면도. Figure 4 is a plan view showing an example of the interlocking pin of the retaining wall block assembly.
도 5는 옹벽블럭 조립체의 인터록킹 핀의 다른 일례와 블릿을 보인 사시도.Figure 5 is a perspective view showing another example of the interlocking pin and the block of the retaining wall block assembly.
도 6은 도 5의 A-A에 대한 단면도.6 is a cross-sectional view taken along line A-A of FIG.
도 7은 옹벽블럭 조립체의 인터록킹 핀의 또 다른 일례에 대한 절단사시도.7 is a cutaway perspective view of another example of an interlocking pin of a retaining wall block assembly.
도 8 내지 도 11은 옹벽블럭 조립체의 블릿에 대한 측면도.8 to 11 are side views of the blocks of the retaining wall block assembly.
도 12는 도 5의 B-B에 대한 단면도.FIG. 12 is a cross sectional view taken along line B-B in FIG. 5; FIG.
도 13 및 도 14는 옹벽블럭 조립체의 인터록킹 핀의 일례에 대한 실시예를 보인 단면도.13 and 14 are cross-sectional views showing an example of an example of an interlocking pin of the retaining wall block assembly.
도 15 내지 도 18은 옹벽블럭 조립체의 인터록킹 핀의 다른 일례와 블릿에 대한 실시예를 보인 단면도.15 to 18 are cross-sectional views showing another example of an interlocking pin and retaining block of the retaining wall block assembly.
도 19는 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 실시예에 대한 정면도.19 is a front view of an embodiment of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
도 20은 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 실시예에 대한 측면도.20 is a side view of an embodiment of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention.
도 21은 본 발명의 다른 실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 보인 분해사시도.Figure 21 is an exploded perspective view showing a reinforcing soil retaining wall block assembly for vegetation adjustable stacking angle according to another embodiment of the present invention.
도 22는 본 발명의 다른 실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 보인 측단면도. Figure 22 is a side cross-sectional view showing a reinforcing soil retaining wall block assembly for vegetation adjustable stacking angle according to another embodiment of the present invention.
*도면의 주요 부분에 대한 부호의 간략한 설명** Brief description of symbols for the main parts of the drawings *
5: 지오그리드 5-1: 가로바5: Geogrid 5-1: Horizontal Bars
5-2: 세로바 5-3: 체결공5-2: Vertical Bar 5-3: Fastening Hole
10: 옹벽블럭 12: 수용부10: retaining wall block 12: receiving portion
14: 수로 16: 결합공14: Channel 16: Joiner
16-1: 후방면 18: 핀홀16-1: rear face 18: pinhole
20: 토낭 22: 머리부20: sack 22: head
24: 꼬리부 30: 인터록킹 핀24: tail 30: interlocking pin
32: 하부체 34: 상부체32: lower body 34: upper body
36: 삽설공 38: 저지턱36: Shovel 38: Stopper
40: 블릿 42: 삽입체40: Bullet 42: Insert
43: 끼움공 44: 방지턱43: fitting hole 44: jaw
50: 그릴부재 52: 그릴 끼움공50: grill member 52: grill fitting hole
54: 그릴 안착홈 60: 부직포54: grill seating groove 60: nonwoven fabric
70: 씨앗70: Seed
본 발명의 실시예에 따른 도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되, 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체는, 흙과의 마찰력, 인발저항력 및 전단응력을 발생시키는 지오그리드(Geogrid)를 사이에 두고 적층되는 상기 옹벽블럭에는, 전방과 상부가 개방되어 있는 수용부와, 상기 수용부의 후방에 연통되게 형성된 수로와, 상기 수용부의 바닥면에 형성된 다수개의 결합공과, 상기 옹벽블럭의 상면 양측에 형성되되 옹벽블럭의 적층시 상기 결합공과 대응되게 형성된 다수개의 핀홀이 구비되며, 흙과 식물의 씨앗의 배합물이 담기게 하며 상기 옹벽블럭의 수용부에 수용되는 머리부와, 상기 머리부와 연결되며 상기 옹벽블럭의 수로를 관통하여 뒷채움토에 매설되는 꼬리부로 이루어진 토낭(土囊); 및 상기 결합공과 핀홀에 삽입되어서 상기 옹벽블럭의 적층 각도를 다수의 각도로 조절되게 하는 인터록킹 핀(Inter locking Pin);을 포함한다.In order to support the inclined surface or slope of the incision formed by civil works, such as slopes, embankments, riverbanks and landscaping walls of roadsides according to an embodiment of the present invention, it is stacked to prevent the collapse of soil, and vegetation is possible and multiple slopes The vegetation-reinforced soil retaining wall block assembly with adjustable stacking angle, which is stacked at an angle, has a front and an upper portion on the retaining wall block stacked with a geogrid that generates frictional force, pullout resistance and shear stress with soil. An open receiving portion, a channel formed in communication with the rear of the receiving portion, a plurality of coupling holes formed on the bottom surface of the receiving portion, and formed on both sides of an upper surface of the retaining wall block, and formed to correspond to the coupling hole when the retaining wall block is laminated; A plurality of pinholes are provided, which contain a combination of soil and plant seeds and can be housed in the retaining wall of the retaining wall block. And a head portion, the head portion connected to the tail portion is formed to be buried in the backfill soil through the channel of the retaining wall block tonang (土 囊); And an interlocking pin inserted into the coupling hole and the pinhole to adjust the stacking angle of the retaining wall block to a plurality of angles.
이하, 본 발명에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체에 대한 바람직한 실시예들을 첨부한 도면을 참조하여 설명한다.Hereinafter, with reference to the accompanying drawings, preferred embodiments of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to the present invention.
도 1은 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 보인 분해사시도이고, 도 2는 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 결합상태를 보인 개략도이고, 도 3은 옹벽블럭 조립체의 인터록킹 핀의 일례를 보인 사시도이고, 도 4는 옹벽블럭 조립체의 인터록킹 핀의 일례를 보인 평면도이고, 도 5는 옹벽블럭 조립체의 인터록킹 핀의 다른 일례와 블릿을 보인 사시도이고, 도 6은 도 5의 A-A에 대한 단면도이고, 도 7은 옹벽블럭 조립체의 인터록킹 핀의 또 다른 일례에 대한 절단사시도이고, 도 8 내지 도 11은 옹벽블럭 조립체의 블릿에 대한 측면도이고, 도 12는 도 5의 B-B에 대한 단면도이고, 도 13 및 도 14는 옹벽블럭 조립체의 인터록킹 핀의 일례에 대한 실시예를 보인 단면도이고, 도 15 내지 도 18은 옹벽블럭 조립체의 인터록킹 핀의 다른 일례와 블릿에 대한 실시예를 보인 단면도이고, 도 19는 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 실시예에 대한 정면도이고, 도 20은 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 실시예에 대한 측면도이고, 도 21은 본 발명의 다른 실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 보인 분해사시도이며, 도 22는 본 발명의 다른 실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체를 보인 측단면도이다. 1 is an exploded perspective view showing a vegetation-reinforced soil retaining wall block assembly capable of adjusting the stacking angle according to an embodiment of the present invention, Figure 2 is a vegetation-reinforced soil retaining wall block assembly capable of adjusting the stacking angle according to an embodiment of the present invention 3 is a perspective view showing an example of an interlocking pin of the retaining wall block assembly, FIG. 4 is a plan view showing an example of an interlocking pin of the retaining wall block assembly, and FIG. 5 is an inter of the retaining wall block assembly. Another example of the locking pin and a perspective view of the block, Figure 6 is a cross-sectional view of the AA of Figure 5, Figure 7 is a cutaway perspective view of another example of the interlocking pin of the retaining wall block assembly, Figures 8 to 11 12 is a side view of the block of the retaining wall block assembly, FIG. 12 is a cross-sectional view of BB of FIG. 5, and FIGS. 13 and 14 are cross-sectional views showing an example of an example of an interlocking pin of the retaining wall block assembly. 15 to 18 are cross-sectional views showing another example of an interlocking pin and a block of the retaining wall block assembly, and FIG. 19 is a vegetation-reinforced soil retaining wall block having an adjustable lamination angle according to an embodiment of the present invention. Figure 20 is a front view of an embodiment of the assembly, Figure 20 is a side view of an embodiment of the reinforcing soil retaining wall block assembly for vegetation is adjustable stacking angle according to an embodiment of the present invention, Figure 21 according to another embodiment of the present invention Fig. 22 is an exploded perspective view showing the vegetation reinforcement retaining wall block assembly for stacking angle control according to another embodiment of the present invention.
도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 본 발명의 일실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체는, 도 1 내지 도 20에 도시된 바와 같이, 지오그리(Geogrid, 5), 옹벽블럭(10), 토낭(土囊, 20) 및 인터록킹 핀(Inter locking Pin, 30)을 구비하고, 추가로 블릿(bullet, 40)이 구비된다. In order to support the inclined surface or the slope of the incision formed by the civil works such as the slope of the roadside, the embankment, the riverbank and the landscaping wall of the apartment complex, and to be stacked to prevent the collapse of the soil, the vegetation is possible and is stacked at a plurality of inclination angles. Reinforced soil retaining wall block assembly for vegetation is adjustable according to an embodiment, as shown in Figures 1 to 20, Geogrid (5), retaining wall block 10, ton (土 囊, 20) And an inter locking pin (30), further provided with a bullet (40).
상기 지오그리드(5)는 토압방지용으로서 일반적인 제품이 이용되는 것으로, 복수 개의 가로바(5-1)와 세로바(5-2)를 연결하여 타원형 체결공(5-3)을 형성하여서 다음에 기술될 인터록킹 핀(30)을 삽입 밀착시켜 흙과의 마찰력, 인발저항력 및 전단응력을 발생시키는 역할을 한다. The geogrid 5 is a general product used for preventing the earth pressure, by connecting a plurality of horizontal bars (5-1) and vertical bars (5-2) to form an elliptical fastening hole (5-3) as described later Insert the interlocking pin 30 to be in close contact serves to generate frictional force, pullout resistance and shear stress with the soil.
상기 지오그리드(5)는 옹벽블럭(10)의 적층 높이와 토질 및 하중 등을 적용한 구조역학 계산을 통해 그의 규격과 재질을 선택하여 사용될 수 있게 한다.The geogrid (5) can be used to select the specifications and materials through structural dynamics calculations applying the height of the retaining wall block 10, the soil and load.
상기 옹벽블럭(10)은 지오그리드(5)를 사이에 두고 적층되며, 그의 전체 형태는 도 1에 도시된 바와 같이 삼태기모양으로 다음에 기술될 토낭(20)을 담을 수 있게 끔 하는 공간을 구비한다.The retaining wall block 10 is stacked with the geogrid 5 interposed therebetween, and its overall shape has a space for holding the sack 20 to be described next in the shape of a tertiary shape as shown in FIG. .
즉, 상기 옹벽블럭(10)의 전방부에는 토낭(20)을 수용할 수 있는 수용부(12)를 구비하되, 상기 수용부(12)는 전방과 상부가 개방된 상태로 된다.That is, the front portion of the retaining wall block 10 is provided with a receiving portion 12 for accommodating the tonang 20, the receiving portion 12 is in a state in which the front and the top is open.
따라서, 상기 수용부(12)에 담긴 토낭(20)으로부터 식생되는 식물이 옹벽블럭(10)의 전방과 상부로 돋아나게 하여 빠른 시간 내에 축조된 옹벽 전체를 덮을 수 있게 한다. Therefore, the vegetation planted from the tonza 20 contained in the receiving portion 12 is sprouted to the front and the top of the retaining wall block 10 to cover the entire retained wall built in a short time.
상기 옹벽블럭(10)의 후방부에는 수용부(12)와 연통되게 형성되는 수로(14)가 구비된다.The rear portion of the retaining wall block 10 is provided with a channel 14 formed in communication with the receiving portion 12.
상기 수로(14)는 토낭(20)과 옹벽 후반부에 채워진 뒷채움토 사이에 물이 흐를 수 있게 하는 통로를 만들고, 그 위에 토낭(20)의 제조시 구비되는 꼬리부(24)를 올려놓음으로써 뒷채움토에 있는 물을 토낭(20) 쪽으로 유도하여 토낭(20)에 충분한 물이 공급될 수 있게 해준다.The waterway 14 creates a passage through which water flows between the sack 20 and the backfilled soil filled in the latter half of the retaining wall, and backs it up by placing a tail 24 provided in the manufacture of the sack 20 thereon. The water in the soil is directed to the tonic 20 so that sufficient water can be supplied to the tonic 20.
상기 옹벽블럭(10)의 수용부(12)의 바닥면에는 다수개의 결합공(16)이 형성된다.A plurality of coupling holes 16 are formed on the bottom surface of the receiving portion 12 of the retaining wall block 10.
상기 결합공(16)은 옹벽블럭(10)의 적층시 하부에 놓인 옹벽블럭(10)에 결합된 인터록킹 핀(30)의 상부체(34)가 그에 관통 장착되게 함으로써 옹벽블럭(10)들 상호간의 인터록킹을 이루게 하며, 또한 하부의 옹벽블럭(10)의 토낭(20)으로 물이 흘러 내려가는 통로 역할을 하게 된다. The retaining wall blocks 10 are connected to the coupling hole 16 by allowing the upper body 34 of the interlocking pin 30 coupled to the retaining wall block 10 to be lowered upon stacking of the retaining wall block 10. Interlocking is achieved between each other, and also serves as a passage through which water flows down to the tonang 20 of the retaining wall block 10 below.
상기 옹벽블럭(10)의 결합공(16)의 후방면(16-1)은 원주 형상으로 이루어지게 하는 것이 바람직하다.The rear surface 16-1 of the coupling hole 16 of the retaining wall block 10 may be formed in a circumferential shape.
따라서, 상기 옹벽블럭(10)들의 결합시 인터록킹 핀(30)이 후방면(16-1)을 따라 이동할 수 있어 하부에 놓인 옹벽블럭(10)과 상부에 놓인 옹벽블럭(10) 사이의 적층 경사각이 다양한 형태로 정밀하게 변경될 수 있게 된다.Accordingly, when the retaining wall blocks 10 are coupled, the interlocking pin 30 may move along the rear surface 16-1 so that the retaining wall block 10 placed below and the retaining wall block 10 placed thereon are stacked. The angle of inclination can be precisely changed in various forms.
상기 옹벽블럭(10)의 상부 양측에는 옹벽블럭(10)들의 적층시 결합공(16)과 대응되게 형성된 다수개의 핀홀(18)이 구비되며, 상기 핀홀(18)에는 인터록킹 핀(30)의 하부체(32)가 삽설된다. The upper both sides of the retaining wall block 10 are provided with a plurality of pin holes 18 formed to correspond to the coupling hole 16 when the retaining wall blocks 10 are stacked, and the pin holes 18 of the interlocking pins 30 are provided. The lower body 32 is inserted.
상기 핀홀(18)은 옹벽블럭(10)들의 결합시 하부에 놓인 옹벽블럭(10)과 상부에 놓인 옹벽블럭(10)의 상하좌우를 인터록킹 핀(30)에 의해 인터록킹되게 함과 동시에 지오그리드(5)와 결속되어서 축조된 옹벽이 토압에 견딜 수 있게 하는 역할을 한다.The pinhole 18 allows the upper and lower left and right sides of the retaining wall block 10 and the retaining wall block 10 placed above to be interlocked by the interlocking pins 30 when the retaining wall blocks 10 are coupled to each other. Bonded with (5), the retaining wall constructed can withstand earth pressure.
상기 토낭(20)은 옹벽블럭(10)의 수용부(12)에 수용되어서 흙과 식물의 씨앗이 옹벽블럭(10)에 머무를 수 있게 해주며, 도 1에 도시된 바와 같이, 머리부(22)와 꼬리부(24)로 이루어진다.The tonic 20 is accommodated in the receiving portion 12 of the retaining wall block 10 to allow soil and plant seeds to stay in the retaining wall block 10, as shown in Figure 1, the head 22 ) And tail 24.
상기 머리부(22)는 흙과 식물의 씨앗이 배합되어 담기게 하며, 옹벽블럭(10)의 수용부(12)에 수용되는 부분이다. The head 22 is a portion that is mixed with the seeds of the soil and plants are contained, and is accommodated in the receiving portion 12 of the retaining wall block (10).
상기 꼬리부(24)는 머리부(22)와 연결되어서 옹벽블럭(10)의 수로(14)를 관통하여 뒷채움토에 매설되며, 상술된 바와 같이 뒷채움토에 있는 물을 머리부(22)로 안내하는 역할을 한다.The tail portion 24 is connected to the head portion 22 and is embedded in the backfill soil through the channel 14 of the retaining wall block 10, and the water in the backfill soil as the head portion 22 as described above. It serves as a guide.
상기 토낭(20)은 영구적으로 변질되지 않으며 식물 씨앗의 발아에 지장을 주지않은 특수재질의 부직포로 이루어지고, 내부에 흙과 식물의 씨앗을 배합하여 넣을 수 있게 하는 자루다.The tonang 20 is made of a non-woven fabric of a special material that does not permanently deteriorate and does not interfere with the germination of plant seeds, it is a bag that can be mixed with soil and plant seeds inside.
또한, 상기 토낭(20)은 옹벽블럭(10)의 수용부(12)에 수용될 때 용이하게 수용되도록 하기 위한 탄성력을 가진 합성수지재로 이루어지는 것도 가능하다.In addition, the toner 20 may be made of a synthetic resin material having an elastic force to be easily accommodated when accommodated in the receiving portion 12 of the retaining wall block 10.
상기 인터록킹 핀(Inter locking Pin, 30)은, 도 2에 도시된 바와 같이, 하부에 놓인 옹벽블럭(10)의 핀홀(18)과 상부에 놓인 옹벽블럭(10)의 결합공(16)에 삽입 및 결합되게 하여서 적층되는 상하좌우 옹벽블록(10)들을 상호 인터록킹 시키는 역할을 한다.As shown in FIG. 2, the inter locking pin 30 is coupled to the coupling hole 16 of the pinhole 18 of the retaining wall block 10 and the retaining wall block 10. Interlocking the vertical retaining wall blocks 10 stacked by being inserted and coupled to each other.
상기 인터록킹 핀(30)은 도시된 바와 같이 하부체(32)와 상부체(34)로 이루어진다. The interlocking pin 30 is composed of a lower body 32 and an upper body 34 as shown.
상기 인터록킹 핀(30)의 하부체(32)는 중간부에서 전후반부로 갈수록 협소해지도록 하는 사면(斜面)을 형성하여서 옹벽블럭(10)의 핀홀(18)에 삽입되되 핀홀(18)의 공간 내에서 좌우방향으로 유동가능하도록 하게 한다.The lower body 32 of the interlocking pin 30 forms a slope to narrow toward the front and rear half from the middle portion, and is inserted into the pinhole 18 of the retaining wall block 10 to be inserted into the pinhole 18. Allows flow in the left and right directions within the space.
상기와 같이 인터록킹 핀(30)의 하부체(32)가 핀홀(18)의 공간 내에서 유동가능하게 한 이유는, 그의 상부체(34)가 지오그리드(5)의 타원형 체결공(5-3)에 삽입 체결될 때 가로바(5-1) 및 세로바(5-2)와 완전히 밀착될 수 있게 하기 위한 것이다.The reason why the lower body 32 of the interlocking pin 30 is movable in the space of the pinhole 18 as described above is because the upper body 34 of the elliptical fastening hole 5-3 of the geogrid 5. In order to be able to be in close contact with the horizontal bar (5-1) and the vertical bar (5-2) when inserted into fastening).
여기서, 상기 인터록킹 핀(30)의 상부체(34)는 하부체(32)의 상부에 결합되되 하부체(32)로부터 전후방부의 돌출 길이가 다르게 형성되도록 한다.Here, the upper body 34 of the interlocking pin 30 is coupled to the upper portion of the lower body 32 so that the protruding length of the front and rear portions from the lower body 32 is different.
즉, 상기 하부체(32)로부터 돌출되는 상부체(34)의 길이가 도 4에 도시된 바와 같이 T1과 T2로 다르게 돌출되도록 이루어지게 하여 옹벽블럭(10)들의 적층시 인터록킹 핀(30)을 전후방으로 교대로 핀홀(18)에 삽설되게 함으로써 하부에 놓인 옹벽블럭(10)과 상부에 놓인 옹벽블럭(10) 간의 적층 각도가 다르게 형성될 수 있게 하며, 이에 대해서는 일례를 통해 상세히 설명하기로 한다.That is, the length of the upper body 34 protruding from the lower body 32 is made to protrude differently to T1 and T2 as shown in FIG. 4 so that the interlocking pins 30 when the retaining wall blocks 10 are stacked. By alternately inserting into the pinhole 18 in the front and rear alternately so that the stacking angle between the retaining wall block 10 and the retaining wall block 10 placed on the upper portion can be formed differently, which will be described in detail with reference to an example. do.
또한, 상기 상부체(34)의 전후방면은 원주 형상으로 이루어지게 하여서 옹벽블럭(10)의 결합공(16)에 삽입될 때에 결합공(16)의 후방면(16-1)을 따라 자유자재로 이동하여 결합되게 한다.In addition, the front and rear surfaces of the upper body 34 have a circumferential shape, and are freely along the rear surface 16-1 of the coupling hole 16 when inserted into the coupling hole 16 of the retaining wall block 10. Move to to be combined.
이 또한, 옹벽블럭(10)들이 적층될 때에 상부체(34)의 결합공(16)과 상부체(34)가 각도 조절가능하게 결합되게 함으로써 옹벽블럭(10)들 간의 적층 각도를 다양하게 변화시킬 수 있게 한다.In addition, when the retaining wall blocks 10 are stacked, the coupling hole 16 of the upper body 34 and the upper body 34 are angularly adjustable so that the stacking angles between the retaining wall blocks 10 are varied. To make it possible.
상기 인터록킹 핀(30)의 상부체(34)에는, 도 5 및 도 6에 도시된 바와 같이, 하부면에 저지턱(38)이 구비된 삽설공(36)이 형성되게 하여 다음에 기술될 블릿(bullet, 40)이 삽설되게 함으로써 옹벽블럭(10)의 적층 각도를 추가로 다양하게 변화시킬 수 있게 한다.In the upper body 34 of the interlocking pin 30, as shown in FIGS. 5 and 6, an insertion hole 36 having a stopper 38 is formed on a lower surface thereof, which will be described later. By allowing the bullet 40 to be inserted, the stacking angle of the retaining wall block 10 can be further varied.
여기서, 상기 삽설공(36)에 구비된 저지턱(38)은 그의 상부면에 형성하는 것도 가능하다.Here, the stopping jaw 38 provided in the insertion hole 36 may be formed on the upper surface thereof.
한편, 상기 인터록킹 핀(30)의 삽설공(36)은 도 7에 도시된 바와 같이 전후방으로 관통되게 형성시키는 것도 가능하다.Meanwhile, the insertion hole 36 of the interlocking pin 30 may be formed to penetrate forward and backward as shown in FIG. 7.
상기 삽설공(36)을 관통되게 형성함으로써 블릿(40)의 삽입시 서로 다른 돌출 길이(T1, T2)에 의하여 옹벽블럭(10)의 적층시 각도를 더욱 다변화시킬 수 있게 한다. By forming the insertion hole 36 to penetrate, the angle of the retaining wall block 10 can be further diversified by the different protruding lengths T1 and T2 when the block 40 is inserted.
상기 블릿(bullet, 40)은 인터록킹 핀(30)이 가지고 있는 T1 및 T2의 두 개의 옹벽블럭(10)들의 적층 각도 외에 더욱 완만한 적층 각도가 필요할 경우 추가적으로 각도를 조절할 수 있게 하는 역할을 한다.The bullet 40 serves to additionally adjust the angle when a more gentle lamination angle is required in addition to the lamination angle of the two retaining wall blocks 10 of T1 and T2 of the interlocking pin 30. .
즉, 상기 블릿(bullet, 40)은 도 5 및 도 7에 도시된 바와 같이, 인터록킹 핀(30)의 상부체(34)에 구비된 삽설공(36)에 결합되어서 결합공(16)에 삽입되되 상기 옹벽블럭(10)의 적층 각도를 다수 개로 조절되게 하는 기능을 갖는다.That is, the bullet 40 is coupled to the insertion hole 36 provided in the upper body 34 of the interlocking pin 30, as shown in FIGS. 5 and 7. Is inserted but has a function to adjust the stacking angle of the retaining wall block 10 to a plurality.
상기와 같이 블릿(40)에 의한 옹벽블럭(10)들의 적층 각도의 변화에 대하여는 다음의 일례를 통해 상세히 설명하기로 한다.As described above, a change in the stacking angle of the retaining wall blocks 10 by the block 40 will be described in detail with reference to the following example.
상기 블릿(40)은, 직사각형상(도 12 참조)으로 이루어지되 각각의 면에는 길이가 서로 다른 끼움공(43)이 구비되어서 인터록킹 핀(30)의 삽설공(36)에 끼워져 결합되는 삽입체(42)와, 상기 삽설공(36)에 끼워져 삽입될 때에 완전한 삽입을 방지하는 방지턱(44)으로 이루어진다.The block 40 is formed in a rectangular shape (see Fig. 12), but each side is provided with fitting holes 43 having different lengths so as to be inserted into the insertion holes 36 of the interlocking pins 30 and inserted. It consists of a sieve 42 and a jaw 44 which prevents complete insertion when inserted into the insertion hole 36.
여기서, 상기 옹벽블럭(10)들의 추가적인 적층 각도는 블릿(40)의 삽입체(42)가 인터록킹 핀(30)의 상부체(34)에 형성된 삽설공(36)에 삽입되는 길이에 의해 결정되는데, 상기 삽입 정도는 삽입체(42)가 삽설공(36)에 삽입될 때에 삽입을 저지하는 저지턱(38)에 의해 결정되고, 이러한 삽입 정도는 삽입체(42)에 끼움공(43)이 형성되지 않은 부분을 통해 알 수 있다.Here, the additional stacking angle of the retaining wall blocks 10 is determined by the length of the insert 42 of the block 40 is inserted into the insertion hole 36 formed in the upper body 34 of the interlocking pin 30. The insertion degree is determined by the stopping jaw 38 which prevents the insertion when the insert 42 is inserted into the insertion hole 36, the insertion degree 43 is inserted into the insert 42 This can be seen from the unformed part.
즉, 도 8 내지 도 11에 도시된 바와 같이, 삽입체(42)의 끼움공(43)이 형성되지 않은 부분과 방지턱(44) 사이의 거리인 P1, P2, P3 및 P4에 의해 알 수 있다.That is, as shown in FIGS. 8 to 11, the distance between the portion where the fitting hole 43 of the insert 42 is not formed and the prevention jaw 44 is P1, P2, P3, and P4. .
일례One example
다음에는 상기와 같은 구성으로 이루어진 본 발명에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 일실시예를 살펴보면 다음과 같다.Next, look at an embodiment of the reinforcing soil retaining wall block assembly for vegetation is possible to control the stacking angle according to the present invention made as described above.
일례 1Example 1
먼저, 도 19 및 도 20을 통해서 식생용 보강토 옹벽블럭 조립체를 이용하여 옹벽을 설치한 상태를 살펴보기로 한다. First, the state in which the retaining wall is installed by using the vegetation-reinforced soil retaining wall block assembly will be described with reference to FIGS. 19 and 20.
먼저, 배수성이 좋은 기초 저면에 상기 옹벽블럭(10)의 제1 층을 위치시켜 놓는다.First, the first layer of the retaining wall block 10 is placed on the bottom of the foundation having good drainage.
상기 옹벽블럭(10)이 적절한 위치에 놓였다 생각하면 수용부(12)에 흙과 씨앗의 배합물로 채워진 토낭(20)의 머리부(22)를 수용부(12)에 넣고 꼬리부(24)는 수로(14)를 따라 길게 늘어뜨린다.When the retaining wall block 10 is in the proper position, the head part 22 of the bag 20 filled with a mixture of soil and seeds in the container part 12 is placed in the container part 12, and the tail part 24 is Long along the channel 14.
그리고, 상기 옹벽블럭(10)의 상부 양측에 형성된 핀홀(18)들 내부로 인터록킹 핀(30)들의 하부체(32)를 각각 삽설하여 고정시킨다.Then, the lower bodies 32 of the interlocking pins 30 are inserted into and fixed to the pinholes 18 formed on both upper sides of the retaining wall block 10.
이때, 인터록킹 핀(30)의 전후방부는 토사의 경사면 또는 법면에 맞게 작업자가 적절하게 선택하여 놓는다.At this time, the front and rear portions of the interlocking pin 30 are appropriately selected by the worker in accordance with the inclined surface or the law surface of the soil.
그 다음, 상기 지오그리드(5)의 타원형 체결공(5-3)으로 인터록킹 핀(30)의 상부체(34)가 밀착 삽입되게 한다.Next, the upper body 34 of the interlocking pin 30 is inserted into the elliptical fastening hole 5-3 of the geogrid 5.
그리고, 상기 옹벽블럭(10)의 후방으로부터 늘어뜨려진 토낭(20)의 꼬리부를 뒷채움토로 덮는다.Then, the tail portion of the tonal sacks 20 hanging from the rear of the retaining wall block 10 is covered with backfill soil.
그런 후, 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓는다.Then, the retaining wall block 10 of the second layer is stacked on the upper surface between the retaining wall blocks 10 of the first layer.
이때, 상기 인터록킹 핀(30)의 상부체(34)는 적절한 적층 각도로 이루어질 수 있게 제2 층 옹벽블럭(10)의 결합공(16)에 삽설되되 결합공(16)의 후방면(16-1)을 따라 적절한 위치에 있게 하여 각도 변화를 제공한다. At this time, the upper body 34 of the interlocking pin 30 is inserted into the coupling hole 16 of the second layer retaining wall block 10 so as to have an appropriate stacking angle, but the rear surface 16 of the coupling hole 16 is provided. Provide a change in angle by keeping it in the proper position along -1).
또한, 더욱 완만한 옹벽블럭(10)들의 적층 각도를 갖을 수 있도록 하기 위해, 인터록킹 핀(30)의 상부체(34)의 삽설공(36)에 블릿(40)을 결합시켜서 제2 층 옹벽블럭(10)의 결합공(16)에 삽설되게 한다. In addition, in order to have a more gentle stacking angle of the retaining wall blocks 10, the second layer retaining wall may be coupled to the insert hole 36 of the upper part 34 of the interlocking pin 30. It is inserted into the coupling hole 16 of the block 10.
상기와 같은 방식으로 제3 층, 제4 층, 제5층…… 등을 순차적으로 쌓으면 된다.In the same manner as described above, the third layer, the fourth layer, the fifth layer... … You can stack them sequentially.
일례 2Example 2
다음, 상기 옹벽블럭(10)들의 적층시 인터록킹 핀(30)에 의한 적층 각도 변화를 도 13 및 도 14를 통해서 살펴보기로 한다.Next, a change in the stacking angle by the interlocking pins 30 when the retaining wall blocks 10 are stacked will be described with reference to FIGS. 13 and 14.
도 13에 도시된 바와 같이, 상기 옹벽블럭(10)들을 적층 각도 T1으로 적층하고자 할 때, 작업자는 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓기 위해서 인터록킹 핀(30)의 하부체(32)를 제1 층의 핀홀(18)에 삽입하되 상기의 적층 각도 T1으로 이루어질 수 있도록 상부체(34)의 설치 방향을 조절한다.As shown in FIG. 13, when the retaining wall blocks 10 are to be stacked at a stacking angle T1, an operator places the retaining wall block 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. In order to stack, the lower body 32 of the interlocking pin 30 is inserted into the pinhole 18 of the first layer, but the installation direction of the upper body 34 is adjusted to be made at the stacking angle T1.
즉, 상기 인터록킹 핀(30)의 상부체(34)에 의한 적층 각도 T1이 전방으로 향하도록 한다.That is, the stacking angle T1 of the upper body 34 of the interlocking pin 30 is directed forward.
상기 인터록킹 핀(30)이 제1 층의 옹벽블럭(10)에 결합된 후, 작업자는 제2 층의 옹벽블럭(10)의 결합공(16)에 상부체(34)가 삽입되도록 하되, 결합공(16)의 전방면이 상부체(34)와 접촉되게 한다. After the interlocking pin 30 is coupled to the retaining wall block 10 of the first layer, the operator allows the upper body 34 to be inserted into the coupling hole 16 of the retaining wall block 10 of the second layer. The front face of the coupling hole 16 is brought into contact with the upper body 34.
따라서, 제1 층의 옹벽블럭(10)과 제2 층의 옹벽블럭(10) 간의 적층각도는 T1이 된다.Therefore, the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T1.
도 14에 도시된 바와 같이, 상기 옹벽블럭(10)들을 적층 각도 T2로 적층하고자 할 때, 작업자는 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓기 위해서 인터록킹 핀(30)의 하부체(32)를 제1 층의 핀홀(18)에 삽입하되 상기의 적층 각도 T2로 이루어질 수 있도록 상부체(34)의 설치 방향을 조절한다.As shown in FIG. 14, when the retaining wall blocks 10 are to be stacked at a stacking angle T2, an operator places the retaining wall block 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. In order to stack, the lower body 32 of the interlocking pin 30 is inserted into the pinhole 18 of the first layer, but the installation direction of the upper body 34 is adjusted to be made at the stacking angle T2.
즉, 상기 인터록킹 핀(30)의 상부체(34)에 의한 적층 각도 T2가 전방으로 향하도록 한다.That is, the stacking angle T2 by the upper body 34 of the interlocking pin 30 is directed forward.
상기 인터록킹 핀(30)이 제1 층의 옹벽블럭(10)에 결합된 후, 작업자는 제2 층의 옹벽블럭(10)의 결합공(16)에 상부체(34)가 삽입되도록 하되, 결합공(16)의 전방면이 상부체(34)와 접촉되게 한다. After the interlocking pin 30 is coupled to the retaining wall block 10 of the first layer, the operator allows the upper body 34 to be inserted into the coupling hole 16 of the retaining wall block 10 of the second layer. The front face of the coupling hole 16 is brought into contact with the upper body 34.
따라서, 제1 층의 옹벽블럭(10)과 제2 층의 옹벽블럭(10) 간의 적층각도는 T2가 된다.Therefore, the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2.
일례 3Example 3
다음, 상기 옹벽블럭(10)들의 적층시 인터록킹 핀(30) 및 블릿(40)의 결합에 의한 적층 각도 변화가 더욱 완만한 경사각을 이룰 수 있도록 하는 방식에 대해서는 15 내지 도 18을 통해서 살펴보기로 한다. 단, 여기서는 인터록킹 핀(30)에 의한 적층 각도 T1 및 T2 중에서 T2 하나만을 이용한 실시예를 설명하기로 한다.Next, a method of allowing the change of the stacking angle by the combination of the interlocking pins 30 and the blocks 40 to achieve a more gentle inclination angle when the retaining wall blocks 10 are stacked will be described with reference to FIGS. 15 to 18. Shall be. However, an embodiment using only one T2 among the stacking angles T1 and T2 by the interlocking pin 30 will be described.
도 15에 도시된 바와 같이, 상기 옹벽블럭(10)들을 적층 각도 T2+P1으로 적층하고자 할 때, 작업자는 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓기 위해서 인터록킹 핀(30)의 하부체(32)를 제1 층의 핀홀(18)에 삽입하되 상기의 적층 각도 T2로 이루어질 수 있도록 상부체(34)의 설치 방향을 조절하고, 그 다음 상기 블릿(40)을 상부체(34)의 삽설공(36)에 삽입하되 그의 삽입 길이가 P1이 이루어지도록 한다.As shown in FIG. 15, when the retaining wall blocks 10 are to be stacked at a stacking angle T2 + P1, the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the block 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is P1.
상기와 같이 상기 블릿(40)이 결합된 인터록킹 핀(30)이 제1 층의 옹벽블럭(10)에 결합된 후, 작업자는 제2 층의 옹벽블럭(10)의 결합공(16)에 상부체(34)및 블릿(40)이 삽입되도록 하되, 결합공(16)의 전방면이 블릿(40)의 방지턱(44)과 접촉되게 한다. As described above, after the interlocking pin 30 to which the block 40 is coupled is coupled to the retaining wall block 10 of the first layer, the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer. The upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
따라서, 제1 층의 옹벽블럭(10)과 제2 층의 옹벽블럭(10) 간의 적층각도는 T2+P1이 된다.Therefore, the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P1.
도 16에 도시된 바와 같이, 상기 옹벽블럭(10)들을 적층 각도 T2+P2로 적층하고자 할 때, 작업자는 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓기 위해서 인터록킹 핀(30)의 하부체(32)를 제1 층의 핀홀(18)에 삽입하되 상기의 적층 각도 T2로 이루어질 수 있도록 상부체(34)의 설치 방향을 조절하고, 그 다음 상기 블릿(40)을 상부체(34)의 삽설공(36)에 삽입하되 그의 삽입 길이가 P2가 이루어지도록 한다.As shown in FIG. 16, when the retaining wall blocks 10 are to be laminated at a stacking angle T2 + P2, the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the block 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is P2.
상기와 같이 상기 블릿(40)이 결합된 인터록킹 핀(30)이 제1 층의 옹벽블럭(10)에 결합된 후, 작업자는 제2 층의 옹벽블럭(10)의 결합공(16)에 상부체(34)및 블릿(40)이 삽입되도록 하되, 결합공(16)의 전방면이 블릿(40)의 방지턱(44)과 접촉되게 한다. As described above, after the interlocking pin 30 to which the block 40 is coupled is coupled to the retaining wall block 10 of the first layer, the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer. The upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
따라서, 제1 층의 옹벽블럭(10)과 제2 층의 옹벽블럭(10) 간의 적층각도는 T2+P2가 된다.Therefore, the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P2.
도 17에 도시된 바와 같이, 상기 옹벽블럭(10)들을 적층 각도 T2+P3으로 적층하고자 할 때, 작업자는 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓기 위해서 인터록킹 핀(30)의 하부체(32)를 제1 층의 핀홀(18)에 삽입하되 상기의 적층 각도 T2로 이루어질 수 있도록 상부체(34)의 설치 방향을 조절하고, 그 다음 상기 블릿(40)을 상부체(34)의 삽설공(36)에 삽입하되 그의 삽입 길이가 P3이 이루어지도록 한다.As shown in FIG. 17, when the retaining wall blocks 10 are to be stacked at a stacking angle T2 + P3, the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the bullet 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is P3.
상기와 같이 상기 블릿(40)이 결합된 인터록킹 핀(30)이 제1 층의 옹벽블럭(10)에 결합된 후, 작업자는 제2 층의 옹벽블럭(10)의 결합공(16)에 상부체(34)및 블릿(40)이 삽입되도록 하되, 결합공(16)의 전방면이 블릿(40)의 방지턱(44)과 접촉되게 한다. As described above, after the interlocking pin 30 to which the block 40 is coupled is coupled to the retaining wall block 10 of the first layer, the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer. The upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
따라서, 제1 층의 옹벽블럭(10)과 제2 층의 옹벽블럭(10) 간의 적층각도는 T2+P3이 된다.Therefore, the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P3.
도 18에 도시된 바와 같이, 상기 옹벽블럭(10)들을 적층 각도 T2+P4로 적층하고자 할 때, 작업자는 제1 층의 옹벽블럭(10)들 사이의 상면에 제2 층의 옹벽블럭(10)을 쌓기 위해서 인터록킹 핀(30)의 하부체(32)를 제1 층의 핀홀(18)에 삽입하되 상기의 적층 각도 T2로 이루어질 수 있도록 상부체(34)의 설치 방향을 조절하고, 그 다음 상기 블릿(40)을 상부체(34)의 삽설공(36)에 삽입하되 그의 삽입 길이가 P4가 이루어지도록 한다.As shown in FIG. 18, when the retaining wall blocks 10 are to be stacked at a stacking angle T2 + P4, the operator may set the retaining wall blocks 10 of the second layer on the upper surface between the retaining wall blocks 10 of the first layer. Insert the lower body 32 of the interlocking pin 30 into the pinhole 18 of the first layer in order to accumulate, and adjust the installation direction of the upper body 34 so that the stacking angle T2 can be achieved. Next, the block 40 is inserted into the insertion hole 36 of the upper body 34, so that the insertion length thereof is made of P4.
상기와 같이 상기 블릿(40)이 결합된 인터록킹 핀(30)이 제1 층의 옹벽블럭(10)에 결합된 후, 작업자는 제2 층의 옹벽블럭(10)의 결합공(16)에 상부체(34)및 블릿(40)이 삽입되도록 하되, 결합공(16)의 전방면이 블릿(40)의 방지턱(44)과 접촉되게 한다. As described above, after the interlocking pin 30 to which the block 40 is coupled is coupled to the retaining wall block 10 of the first layer, the worker is connected to the coupling hole 16 of the retaining wall block 10 of the second layer. The upper body 34 and the block 40 are to be inserted, but the front surface of the coupling hole 16 is in contact with the stop 44 of the block 40.
따라서, 제1 층의 옹벽블럭(10)과 제2 층의 옹벽블럭(10) 간의 적층각도는 T2+P4가 된다.Therefore, the lamination angle between the retaining wall block 10 of the first layer and the retaining wall block 10 of the second layer is T2 + P4.
한편, 상기 인터록킹 핀(30)의 삽설공(36)이 전후방향으로 관통된 다른 실시예(도 7 참조)에 의한 옹벽블럭(10)들의 적층 각도 변화는 상기에 설명된 방법과 동일한 방식으로 이루어지므로, 여기에서는 그에 대한 설명은 생략하기로 한다.On the other hand, the change of the stacking angle of the retaining wall blocks 10 according to another embodiment (see FIG. 7) in which the insertion hole 36 of the interlocking pin 30 penetrates in the front-rear direction is performed in the same manner as the method described above. As such, the description thereof will be omitted here.
도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되, 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 본 발명의 다른 실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체는, 도 21 및 도 22에 도시된 바와 같이, 일실시예와는 다르게 토낭(20) 대신에 그릴부재(50) 및 부직포(60)를 구비한다. The present invention is stacked to support the slope or the slope of the incision site formed by civil works, such as slopes, embankments, riverbanks and landscaping walls of the roadside and to prevent the collapse of soil, but the vegetation is possible and stacked at a plurality of inclination angles Reinforcing soil retaining wall block assembly for vegetation angle control according to another embodiment of, as shown in Figures 21 and 22, unlike the embodiment of the torcone 20 instead of the grill member 50 and the nonwoven fabric ( 60).
상기 그릴부재(50)는 옹벽블럭(10)의 수용부(12)에 채워진 흙과 식물의 씨앗을 가둬 옹벽블럭(10)의 전방으로 이탈되지 못하도록 하는 역할을 한다.The grill member 50 serves to trap the seeds of soil and plants filled in the receiving portion 12 of the retaining wall block 10 so as not to be separated from the front of the retaining wall block 10.
상기 그릴부재(50)를 장착하기 위해서 상기 옹벽블럭(10)에는 전방 양측에 그릴 끼움공(52)이 구비되고 하부에 그릴 안착홈(54)이 구비된다.In order to mount the grill member 50, the retaining wall block 10 is provided with grill fitting holes 52 at both front sides, and a grill seating groove 54 at the bottom thereof.
따라서, 상기 그릴부재(50)는 그릴 끼움공(52)에 끼워지고 그릴 안착홈(54)에 안착되어 옹벽블럭(10)의 전방에 결합된다.Therefore, the grill member 50 is fitted in the grill fitting hole 52 and seated in the grill seating groove 54 is coupled to the front of the retaining wall block 10.
상기 옹벽블럭(10)의 전방 양측에 구비된 그릴 끼움공(52)들 중 어느 하나가 가로 방향으로 더 넓은 부피를 가지게 하는 것이 바람직하며, 그 이유는 그릴 끼움공(52)을 옹벽블럭(10)의 전방에 결합시킬 때에 더 넓은 부피를 가지는 쪽으로 밀어넣은 후 넓은 부피를 가지지 않은 반대 쪽으로 밀어 용이하게 결합될 수 있게 하기 위한 것이다.It is preferable that any one of the grill fitting holes 52 provided on both front sides of the retaining wall block 10 has a larger volume in the horizontal direction, and the reason for the grill fitting hole 52 is that of the retaining wall block 10. In the case of joining in front of the), it is pushed toward the wider volume and then pushed to the opposite side without the wider volume so as to be easily coupled.
상기 부직포(60)는 그릴부재(50)의 후면에 탈부착가능하게 장착되어서 수용부(12)의 흙과 씨앗이 그릴부재(50)의 형성된 구멍들을 통해서 외부로 이탈하지 못하게 하는 역할을 하며, 또한 그에 다수 개의 식물 씨앗(70)이 접착되어 유지될 수 있게 한다.The nonwoven fabric 60 is detachably mounted on the rear surface of the grill member 50 and serves to prevent soil and seeds of the receiving portion 12 from being separated out through the formed holes of the grill member 50. A plurality of plant seeds 70 can be adhered thereto and maintained thereon.
다른 실시예의 상기 구성요소를 제외한 옹벽블럭 조립체의 다른 구성요소들은 일실시예와 동일하여 여기에서는 그들에 대한 설명은 생략하기로 한다.Other components of the retaining wall block assembly except for the above components of other embodiments are the same as in one embodiment, and description thereof will be omitted herein.
그리고, 상기와 같은 본 발명의 다른 실시예에 따른 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체의 적층 방법에 대한 일례는 일실시예와 동일하고 당업자라면 충분히 이해할 수 있기 때문에 여기에서는 생략하기로 한다.In addition, an example of a method of stacking a vegetation-reinforced earth retaining wall block assembly capable of controlling the stacking angle according to another embodiment of the present invention as described above is the same as the embodiment and will be omitted by those skilled in the art. .
상기와 같은 본 발명의 실시예들에 따른 식생용 보강토 옹벽블럭 조립체는 해안, 강변 및 하천 등의 수중에 옹벽을 축조할 경우 생태환경의 지역적 특성을 고려하여 식물의 종류를 선택할 수 있고, 또한, 옹벽의 적당한 위치에 있는 블럭에서 토낭을 제거하여 속이 빈 블럭 상태로 두면 물고기들의 서식처로 사용될 수 있다.Reinforcing soil retaining wall block assembly for vegetation according to the embodiments of the present invention as described above, when the retaining wall in the water, such as coasts, riversides and rivers can be selected in consideration of the local characteristics of the ecological environment, If you remove the sack from a block at a suitable location on the retaining wall and leave it in a hollow block, it can be used as a habitat for fish.
이상에서는 본 발명의 바람직한 실시예에 대하여 도시하고 또한 설명하였으나, 본 발명은 상기한 실시예에 한정되지 않으며, 특허청구범위에서 청구된 본 발명의 요지를 벗어남이 없이 당해 본 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고, 그와 같은 변경은 기재된 청구범위 내에 있게 된다.Although the above has been shown and described with respect to the preferred embodiments of the present invention, the present invention is not limited to the above-described embodiment, in the technical field to which the present invention pertains without departing from the spirit of the invention as claimed in the claims. Various modifications can be made by those skilled in the art, and such changes will fall within the scope of the claims set forth.
상기와 같은 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체는, 산지를 절개하여 평지를 조성할 때 생기는 절개면의 토압방지용의 옹벽, 상부토지와 하부토지를 받치기 위해 구축해야 하는 옹벽, 및 강이나 하천의 제방축조시 축조해야 하는 옹벽 등으로 적용되어 구조체로서의 안전성은 물론 수중에서 까지도 식생이 가능한 구조를 해결함으로써 지상과 수중에서 안전성 및 미관과 물속의 어류를 보호할 수 있는 친환경적 수륙양용으로 이용될 수 있다.The vegetation-reinforced soil retaining wall block assembly that can adjust the stacking angle as described above is a retaining wall for preventing earth pressure on the cut surface generated when cutting the mountain area to form a flat land, a retaining wall that must be constructed to support the upper and lower lands, and steel. It is applied to retaining walls that need to be constructed when building banks and banks, and it is used as an eco-friendly amphibian that protects safety and aesthetics and fish in the ground and water by solving the structure that can be planted even in the water as well as safety as a structure. Can be.

Claims (9)

  1. 도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되, 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체에 있어서,Stacking angles to support slopes or slopes of incisions formed by civil works, such as slopes on roadsides, banks, riverbanks, and landscaping walls of apartment complexes, and to prevent soil collapse. In the adjustable vegetation retaining wall retaining block assembly,
    흙과의 마찰력, 인발저항력 및 전단응력을 발생시키는 지오그리드(Geogrid, 5)를 사이에 두고 적층되는 상기 옹벽블럭(10)에는, 전방과 상부가 개방되어 있는 수용부(12)와, 상기 수용부(12)의 후방에 연통되게 형성된 수로(14)와, 상기 수용부(12)의 바닥면에 형성된 다수개의 결합공(16)과, 상기 옹벽블럭(10)의 상면 양측에 형성되되 옹벽블럭(10)의 적층시 상기 결합공(16)과 대응되게 형성된 다수개의 핀홀(18)이 구비되며,In the retaining wall block 10 which is laminated with a geogrid 5 which generates frictional force, pullout resistance and shear stress with soil, a receiving part 12 having a front and an upper part opened, and the receiving part A water channel 14 formed in communication with the rear of the 12, a plurality of coupling holes 16 formed on the bottom surface of the receiving portion 12, and formed on both sides of the upper surface of the retaining wall block 10, but the retaining wall block ( When the stacking 10 is provided with a plurality of pin holes 18 corresponding to the coupling hole 16,
    흙과 식물의 씨앗의 배합물이 담기게 하며 상기 옹벽블럭(10)의 수용부(12)에 수용되는 머리부(22)와, 상기 머리부(22)와 연결되며 상기 옹벽블럭(10)의 수로(14)를 관통하여 뒷채움토에 매설되는 꼬리부(24)로 이루어진 토낭(20); 및A mixture of a seed of soil and a plant is contained therein, and a head part 22 accommodated in the receiving part 12 of the retaining wall block 10 and a channel of the retaining wall block 10 connected to the head part 22. Tonic (20) consisting of a tail portion (24) which is embedded in the backfill soil through (14); And
    상기 결합공(16)과 핀홀(18)에 삽입되어서 상기 옹벽블럭(10)의 적층 각도를 다수의 각도로 조절되게 하는 인터록킹 핀(Inter locking Pin, 30);을 포함하는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.An interlocking pin (30) inserted into the coupling hole 16 and the pinhole 18 to adjust the stacking angle of the retaining wall block 10 to a plurality of angles; Reinforcement retaining wall block assembly for each vegetation.
  2. 제1항에 있어서, 상기 옹벽블럭(10)의 결합공(16)의 후방면(16-1)은 원주 형상으로 이루어진 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.The method of claim 1, wherein the rear surface (16-1) of the coupling hole (16) of the retaining wall block (10) is a reinforcement soil retaining wall block assembly for vegetation, characterized in that the laminated angle is adjustable.
  3. 제1항에 있어서, 상기 인터록킹 핀(30)은, The method of claim 1, wherein the interlocking pin 30,
    중간부에서 전후반부로 갈수록 협소해지도록 사면(斜面)을 형성하여서 상기 옹벽블럭(10)의 핀홀(18)에 삽입되는 하부체(32)와, A lower surface 32 formed into a slope so as to be narrowed toward the front and rear half from the middle portion and inserted into the pinhole 18 of the retaining wall block 10;
    상기 하부체(32)의 상부에 결합되되 전후방부의 돌출 길이가 다르게 결합되게 하고 전후방면을 원주 형상으로 이루어지게 하여 상기 결합공(16)에 삽입되는 상부체(34)로 이루어지는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.The laminated body characterized in that the upper body 34 is coupled to the upper portion of the lower body 32, but the protruding length of the front and rear portions are coupled differently, and the front and rear surfaces are formed in a circumferential shape and inserted into the coupling hole 16. Reinforcement retaining wall block assembly for each vegetation.
  4. 제3항에 있어서, 상기 인터록킹 핀(30)의 상부체(34)에는 상부면 또는 하부면에 저지턱(38)이 구비된 삽설공(36)이 형성되는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.4. The stacking angle adjustment of claim 3, wherein an insertion hole 36 having a stopping jaw 38 is formed on an upper surface or a lower surface of the upper body 34 of the interlocking pin 30. Retaining soil retaining wall block assembly for vegetation.
  5. 제4항에 있어서, 상기 인터록킹 핀(30)의 삽설공(36)의 전후방으로 관통되게 형성되는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.5. The vegetation retaining soil retaining wall block assembly of claim 4, wherein the interlocking pins are formed to penetrate forward and backward of the insertion hole 36 of the interlocking pin 30.
  6. 제1항 또는 제4항에 있어서, 상기 인터록킹 핀(30)의 상부체(34)에 구비된 삽설공(36)에 결합되어서 상기 결합공(16)에 삽입되되 상기 옹벽블럭(10)의 적층 각도를 다수 개로 조절되게 하는 블릿(bullet, 40)이 추가로 구비되는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.According to claim 1 or 4, The interlocking pin 30 is coupled to the insertion hole (36) provided in the upper body 34 of the interlocking pin 30 is inserted into the coupling hole 16 of the retaining wall block 10 A vegetation reinforcement earth retaining wall block assembly for adjusting the stacking angle is further provided with a bullet for allowing a plurality of stacking angles to be adjusted.
  7. 제5항에 있어서, 상기 블릿(40)은, The method of claim 5, wherein the bullet 40,
    직사각형상으로 이루어지되 각각의 면에는 길이가 서로 다른 끼움공(43)이 구비되어서 상기 인터록킹 핀(30)의 삽설공(36)에 끼워져 결합되는 삽입체(42)와,An insert 42 made of a rectangular shape and provided with fitting holes 43 having different lengths on each surface thereof to be inserted into and fitted into the insertion hole 36 of the interlocking pin 30.
    상기 삽설공(36)에 끼워져 삽입될 때에 완전한 삽입을 방지하는 방지턱(44)으로 이루어지는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.Reinforcement soil retaining wall block assembly for vegetation angle controllable, characterized in that made of a jaw 44 to prevent the complete insertion when inserted into the insertion hole (36).
  8. 도로변의 비탈면, 제방, 하안 및 아파트 단지 조경 벽면 등 토목공사에 의하여 형성되는 절개지의 경사면이나 법면을 지탱하고 토사의 붕괴를 막기 위해 적층되되, 식생이 가능하고 다수의 경사 각도로 쌓아 올려지는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체에 있어서,Stacking angles to support slopes or slopes of incisions formed by civil works, such as slopes on roadsides, banks, riverbanks, and landscaping walls of apartment complexes, and to prevent soil collapse. In the adjustable vegetation retaining wall retaining block assembly,
    흙과의 마찰력, 인발저항력 및 전단응력을 발생시키는 지오그리드(Geogrid, 5)를 사이에 두고 적층되는 상기 옹벽블럭(10)에는, 전방과 상부가 개방되어 있는 수용부(12)와, 상기 수용부(12)의 후방에 연통되게 형성된 수로(14)와, 상기 수용부(12)의 바닥면에 형성된 다수개의 결합공(16)과, 상기 옹벽블럭(10)의 상면 양측에 형성되되 옹벽블럭(10)의 적층시 상기 결합공(16)과 대응되게 형성된 다수개의 핀홀(18)이 구비되며,In the retaining wall block 10 which is laminated with a geogrid 5 which generates frictional force, pullout resistance and shear stress with soil, a receiving part 12 having a front and an upper part opened, and the receiving part A water channel 14 formed in communication with the rear of the 12, a plurality of coupling holes 16 formed on the bottom surface of the receiving portion 12, and formed on both sides of the upper surface of the retaining wall block 10, but the retaining wall block ( When the stacking 10 is provided with a plurality of pin holes 18 corresponding to the coupling hole 16,
    상기 결합공(16)과 핀홀(18)에 삽입되어서 상기 옹벽블럭(10)의 적층 각도를 다수의 각도로 조절되게 하는 인터록킹 핀(Inter locking Pin, 30); An interlocking pin 30 inserted into the coupling hole 16 and the pinhole 18 to adjust the stacking angle of the retaining wall block 10 to a plurality of angles;
    상기 수용부(12)에 채워진 흙과 식물의 씨앗을 가둬 상기 옹벽블럭(10)의 전방으로 이탈되지 못하도록 하기 위해서 상기 옹벽블럭(10)의 전방 양측에 구비된 그릴 끼움공(52) 및 상기 옹벽블럭(10)의 하부에 구비된 그릴 안착홈(54)에 끼워지고 안착되어 결합되는 그릴부재(50);및The grill fitting hole 52 and the retaining wall provided on both front sides of the retaining wall block 10 in order to trap the soil and plant seeds filled in the receiving portion 12 so as not to escape to the front of the retaining wall block 10. A grill member 50 fitted into and seated in the grill seating groove 54 provided at the bottom of the block 10; and
    상기 그릴부재(50)의 후면에 탈부착가능하게 장착되고 다수 개의 식물 씨앗(70)이 접착되어 있는 부직포(60);를 포함하는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.Reinforced soil retaining wall block assembly for vegetation, characterized in that it comprises a; non-woven fabric (60) detachably mounted on the rear of the grill member 50, the plurality of plant seeds (70) are bonded.
  9. 제8항에 있어서, 상기 옹벽블럭(10)의 전방 양측에 구비된 상기 그릴 끼움공(52)들 중 어느 하나가 가로 방향으로 더 넓은 부피를 가지는 것을 특징으로 하는 적층각 조절이 가능한 식생용 보강토 옹벽블럭 조립체.10. The vegetation reinforcement soil of claim 8, wherein any one of the grill fitting holes 52 provided at both front sides of the retaining wall block 10 has a larger volume in the horizontal direction. Retaining wall block assembly.
PCT/KR2009/001596 2008-03-31 2009-03-30 Retaining wall block assembly with adjustable stacked angle for vegetation WO2009145432A1 (en)

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KR10-2008-0029526 2008-03-31
KR1020080029526A KR20090104213A (en) 2008-03-31 2008-03-31 Ply-angle adjustable, plantable retaining wall block assembly of reinforced earth

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108827871A (en) * 2018-08-17 2018-11-16 河海大学 Silt surface shearing stress determines method in a kind of tubular type soil erosion experimental rig
ES2919335A1 (en) * 2021-01-22 2022-07-26 Univ Cordoba Piece for the execution of dikes for erosion control in gullies (Machine-translation by Google Translate, not legally binding)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000110183A (en) * 1998-09-30 2000-04-18 Takeshige Shimonohara Plantation net utilized in hollow block and installation method thereof
KR20050027625A (en) * 2003-09-16 2005-03-21 김진웅 Segmental block-faced retaining wall system
KR100660394B1 (en) * 2006-07-28 2006-12-22 (주)이젠바텀 Vegetative block for reinforced earth retaining wall
JP2007303251A (en) * 2006-05-15 2007-11-22 Landes Co Ltd Construction method for greening accelerating retaining wall and bypass member used in the method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000110183A (en) * 1998-09-30 2000-04-18 Takeshige Shimonohara Plantation net utilized in hollow block and installation method thereof
KR20050027625A (en) * 2003-09-16 2005-03-21 김진웅 Segmental block-faced retaining wall system
JP2007303251A (en) * 2006-05-15 2007-11-22 Landes Co Ltd Construction method for greening accelerating retaining wall and bypass member used in the method
KR100660394B1 (en) * 2006-07-28 2006-12-22 (주)이젠바텀 Vegetative block for reinforced earth retaining wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108827871A (en) * 2018-08-17 2018-11-16 河海大学 Silt surface shearing stress determines method in a kind of tubular type soil erosion experimental rig
CN108827871B (en) * 2018-08-17 2020-11-10 河海大学 Method for determining shear stress of sediment surface in tubular sediment erosion test device
ES2919335A1 (en) * 2021-01-22 2022-07-26 Univ Cordoba Piece for the execution of dikes for erosion control in gullies (Machine-translation by Google Translate, not legally binding)

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