KR20050114166A - The method of plant on facing of the reinforced earth wall using artificial soil mixtures and of building structure in cut and fill sites - Google Patents

Abstract

The present invention relates to a front greening method of the reinforcement soil retaining wall and the construction method of the fill and cut section using artificial soil, and more specifically, using the soil arching effect of the soil filling backing soil And it is applied to the cut retaining wall is characterized in that the evergreen green wall is constructed through eco-friendly greening, in particular, the cut is characterized in that the greening and construction is possible by combining with a nail (soil nail) and anchor (anchor). To this end, the present invention, connecting the arch-shaped reinforcement retaining wall block and glass fiber (or geo-fiber) grid reinforcement, strip glass fiber (or geo-fiber) reinforcement, galvanized wire rope reinforcement to allow vegetation on the front of the retaining wall (bar), an eco-friendly reinforcement retaining wall construction that can be combined with wire clips and record on the fill and cut areas using the arching effect between the arch block and the block and the back fill artificial soil. It prevents the horizontal deformation and bulging of the wall due to), does not need to fill the gravel, and ensures stability even in the earthquake-prone area, and it can function as the retaining wall of the shoreline and coastal repair structure. In particular, it is combined with reinforcement earth retaining wall formed of arch block except for shotcrete, wire mesh, cap, lining concrete and pressure plate, which are needed for the nailing and anchoring process It is characterized by the construction method which can be constructed.

Description

The method of plant on facing of the reinforced earth wall using artificial soil mixtures and of building structure in cut and fill sites}

The present invention relates to a front greening method of the reinforcement soil retaining wall and the construction method of the fill and cut section using artificial soil, and more specifically, using the soil arching effect of the soil filling backing soil And it is applied to the cut portion retaining wall relates to a method for ever-greening the retaining wall through environmentally friendly greening and its construction method.

In general, the front vegetation and greening method of reinforcement soil retaining wall is a potted vegetation method in which the retaining wall blocks are laminated with setback, and vegetation is carried out in the back biting space. Korea Utility Model Registration No. 0335073, Utility Model Registration No. 0297571 In addition, there is a Korean Utility Model Registration No. 0341395 and Utility Model Registration No. 0324831 as a method of planting by combining the potted form between the retaining wall block and the block. These two types of vegetation method can be planted somewhat in the waterside area where water is supplied throughout the year, but the block pot depth is shallow because the plant dries up due to the increase of the temperature of the block itself due to the sun's radiant heat and the roots fall sufficiently. There is a problem with being a permanent vegetation. In addition, as a vegetation method similar to this, there is a vegetation method in which plants are rooted in the space using a porous concrete block, and Korean Patent Registration No. 0322869, Patent Registration No. 0322868, Utility Model Registration No. 0304540, and the porous concrete ( Or blast furnace slag) blocks form blocks with porous granules, so that the compressive strength is lowered to 150 kg / cm 2 for 28 days, and it is difficult to build a retaining wall having a height of 2 m or more because a crack occurs in the block. In addition, since the roots of plants must pass through the porous grains, there are obstacles to vegetation, and a mixed material capable of neutralizing strong alkaline concrete (or blast furnace slag) should be added. On the other hand, since the vegetation method using the porous concrete block can be permanently vegetated only in the region where water is continuously supplied, there is a problem of vegetation that the plant dies in the region where the reinforcement soil retaining wall is generally applied except the lake. In addition, Korean Patent Registration No. 0408850, which allows vegetation through hollows of blocks, is similar to the method of letting the roots of plants fall between concrete grains, and is designed to continuously vegetate the soil on the back of the block. There is a problem that is not vegetation as it is. Similar to the above vegetation method, Korean Patent Registration No. 0377449, Patent Publication No. 1995-0011723 installs a mat (non-woven fabric) on the back of the wire mesh wall to record the front of the plant with soil suitable for plant growth. The mat (nonwoven) itself is a considerable obstacle because it is vegetated through the wire mesh, and it is difficult to actually vegetation, and due to the low stiffness of the wire mesh, the wire mesh is pushed toward the front of the retaining wall when the heavy equipment is compacted. In particular, it is difficult to align the retaining wall linearity due to the fact that there is a hungry phenomenon in the overlapped part of the top, bottom, left and right, so that it is difficult to construct the site by using the supporting equipment such as scaffold composed of steel pipe pipe. There is this. In addition, the Republic of Korea Patent Registration No. 0393515 is a technology that is designed to be a natural vegetation between the laminated space by stacking the concrete beam, this technology is actually difficult to supply moisture between the concrete beam due to the sloping of the concrete beam, slope and concrete beam There is a problem that the backfilling soil is not deep and vegetation is difficult.

Regarding the application of cut retaining wall, Korean Patent Registration No. 0372821 and Patent Registration No. 062689 are designed to apply blocks and concrete panels to slopes, respectively. In addition to visual stability, it is not environmentally friendly.

An object of the present invention to provide a method and a construction method for recording the front surface of the reinforced soil retaining wall using the artificial soil in order to solve the problems of the reinforcement soil retaining wall front wall vegetation method as described above. will be.

The present invention for achieving the above object is to prevent the plant from dying due to the rise of the temperature of the block itself due to the sunlight in the air, and to remove the obstacles so that the plant can take root well, the greening to the front of the wall It is possible to provide a vegetation retaining wall front vegetation method and a method of constructing the reinforced soil retaining wall so that nutrients and moisture are sufficiently supplied so that the retaining wall is always greened.

Hereinafter, described in detail by the accompanying drawings as follows.

Reinforcement retaining wall front greening 500 method and construction method of the fill and cut section using the artificial soil of the present invention is installed base 150 according to the flexibility of the arch block and the softness of the ground before installing the arch block 110 Or after filling the artificial soil 120 and the reinforcement soil 130 while stacking the reinforcement soil retaining wall wall 100 formed of the arch block 110 on the foundation 150, and fixing the reinforcement soil retaining wall wall. And installing the reinforcement connected by the means to the back of the arch block retaining wall wall, and finishing after installing the reinforcement earth retaining wall wall composed of the arch block to the required height.

First, the foundation 150 is excavated on the ground on which the reinforcing soil retaining wall is to be constructed, and after the foundation is installed on the foundation excavation surface, the retaining wall wall 100 made of the arch block 110 is sequentially stacked to the required height. In this case, in the case of the retaining wall wall 100 construction method, two forms may be used in the present invention. As shown in FIG. 1A, the arch block and the arch block are spaced horizontally up to 23 cm according to the type of backfilling soil. 120) and the greening construction method to secure a space where the soil arching effect of the backfilling soil can be maximized, and the mutually stacked construction method without the horizontal separation distance between the arch blocks as shown in FIG. Can be divided. The difference in the construction method of FIG. 1A and FIG. 1B may be determined by the water velocity of water in the area where the reinforcement soil retaining wall is installed, and follows the same construction method as in FIG. 1A in a slow flow rate, and FIG. 1B in a fast flow rate area. Follow the construction method as follows.

When following the construction method as shown in Figure 1a as shown in Figure 1c to the back of the arch block 110, the reinforcement soil 130 to the width of the artificial soil 120 and the reinforcement longitudinal direction in parallel to the arch block, compacted the backing soil to the back (compaction) to build a reinforced earth retaining wall wall (100). In addition, when following the construction method as shown in Figure 1b to build a reinforced soil retaining wall wall 100 with a fill body consisting of the reinforcement soil 130 and the backing soil 140 without artificial soil.

The artificial soil 120 is made of masato, sludge, CMC so that the plant grows well, the arch block (110) by mixing the flower seeds, legumes and the like according to the region and season in the artificial earth mixed with the reinforced earth retaining wall construction ) 10cm ~ 30cm in width and parallel to the archblock from inside, between the archblocks and from the back of the archblock, and the greening is completed by supplying moisture and nutrients between the archblocks without increasing the temperature of the block itself or obstacles. With the soil arching effect, the horizontal separation distance between arch blocks can be adjusted up to 23cm so that the soil does not spill to the front of the retaining wall.

The reinforcement retaining wall wall 100 is largely coupled by the arch block 110 and the fixing means constituting the retaining wall wall 100, the grid reinforcement 300, the strip reinforcement 310, as shown in Figs. The reinforcement earth retaining wall wall may be constructed using the wire rope reinforcement 320.

Arch block 110 constituting the reinforcement retaining wall wall 100 is coupled to the retaining wall inclination adjustment jaw 111, the belt reinforcement to control the stacking the retaining wall inclination up to 76 degrees from the horizontal as shown in Figures 2a and 2c Intermediate locking jaw 113, construction intermediate handle 116, grid reinforcement 300 is composed of a connecting groove 112, and similar to this end stop jaw to adjust the length of the belt reinforcement as shown in Figure 2b and 2d 114, the construction end handle 115 around the end stopper has two forms are separate.

The grid reinforcement 300 and the strip reinforcement 310 is used for glass fibers and geosynthetic fibers, wire rope reinforcement 320 is installed by the backfilling soil, so as to corrode due to moisture, resulting in acting on the retaining wall wall Since there is a drawback of not supporting earth pressure by back filling, it is preferable to use zinc plated or epoxy coated, or to use a composite material that is not corroded materially, that is, a reinforced plastic product.

The grid reinforcing member 300 and the reinforcement earth retaining wall wall 100 are fixed to the retaining wall by the fixing means of the arch block, the fixing means is a grid connecting groove 112 existing in the upper portion of the arch block 110 as shown in FIG. Using a mechanical pipe (mechanical resistance) fastening method and the grid reinforcement to wrap the connecting bar 220 made of PVC pipe or glass fiber bar (bar) with the grid reinforcement 300 and inserted into the connection groove arch block 110 A frictional resistance fastening method is used that is placed on the bottom and top of the bottom.

When the strip reinforcement 310 is connected to the arch block, a PVC pipe or a glass fiber bar is inserted into the bar space 311 and sewing space at the upper and lower portions of the strip reinforcement as shown in FIGS. 2C and 2D. It can be fixed by walking on the locking jaw 113 and the end locking jaw (114).

When the wire rope reinforcement 320 is used in the cut portion, the arch block 110, without wire mesh, shock concrete, lining concrete, cap, acupressure plate in the nail and anchor 400 is installed on the slope as shown in FIG. Using the wire rope reinforcement 320, the fixing means can build the cut section reinforced soil retaining wall.

The fixing means welds the connecting bars 410 to the head of the nail and anchor 400 as shown in FIGS. 3A and 3B to bind the wire rope reinforcement 320 to the connecting bars and the arch block continuously or zigzag continuously. By using a connection bar 220 made of PVC pipe or glass fiber bar (bar) by fixing the wire clip 210 on both sides can be bonded to the nail nail and anchor and the reinforced earth retaining wall wall 100.

The arch block 110, grid reinforcing material 300, strip reinforcing material 310, wire rope reinforcing material 320, using the various fixing means to apply to the fill section and cut section reinforcement soil retaining wall front wall can be greening and construction Specific examples thereof;

Apply the fill section using the grid reinforcement 300 as shown in Figure 4a, apply the fill section using the band reinforcement 310 as shown in Figure 4b, apply the fill section mixed with the grid reinforcement and the band reinforcement as shown in Figure 4c, as shown in Figure 4d Using the wire rope reinforcement 320 and the wire clip 210 to the cut nail and anchor 400 connected to the construction, Figure 4e shows a specific example applied to the shore and coast.

As described above, the present invention, using the arch-shaped block, Masato, CMC, sludge, seasonal flower seeds, legumes, etc., which are laid on the back of the block 10 to 30 cm in width, so as to be suitable for vegetation depending on the region By using the arching effect of the mixed artificial soil and its backing soil, the arching effect is built between the arch block and the arch block by staggering each other at regular intervals and built directly on the back of the block without using gravel. It is possible to compact heavy equipment by approaching it, and to prevent wall bulging occurring in existing block type reinforcement retaining wall. Grid reinforcement, strip when constructing reinforcement retaining wall in fill part and cut part Various reinforcement materials such as reinforcement and wire rope reinforcement are selected or combined according to the retaining wall height and the application area and environment to secure the stability of the reinforcement earth retaining wall. At the same time, the front surface of the reinforced earth retaining wall can be naturally greened without requiring permanent maintenance due to the artificial soil.

Figure 1a is a sectional view of the reinforced earth retaining wall construction completed using artificial soil, Figure 1b is a cross-sectional view of the construction of the arch block without a horizontal separation distance, Figure 1c is a top planar view of the artificial earth, reinforced earth, backing soil,

Figure 2a is a perspective view of the arch block with an intermediate jaw, Figure 2b is a top view of the arch block with the end jaw, Figure 2c, Figure 2d is a plan view connecting the arch block and the band reinforcement with the intermediate jaw and the end jaw, Figure 2e Side view of archblock and grid reinforcement connection

Figures 3a, 3b, 3c is a connection detail of the wire rope reinforcement and the saw nail and anchor when applying the cut

Figures 4a, 4b, 4c, 4d, 4e is a reinforced earth retaining wall construction example of the present invention.

<Description of the code | symbol about the principal part of drawing>

100: reinforced earth retaining wall wall 110: arch block

210: wire clip 300: grid reinforcement

310: strip reinforcement 400: saw nail and anchor

410: connection bar 500: recording

Claims (6)

Depending on the flexibility of the arch block and the softness of the ground, the foundation may not be installed or installed so that the reinforcement retaining wall is laminated at a distance of up to 23 cm between the arch blocks on the foundation, and the artificial soil and parallel to the arch block from the back of the arch block. Using the arch arching effect of reinforcement soil, the back wall is stacked up to 76 degrees using the retaining wall inclination adjustment jaw of the arch block, and then the fixing means and reinforcement with the arch block retaining wall wall are installed on the rear surface of the reinforcement soil retaining wall. And reinforcing the retaining wall retaining wall to the required height and the required height, and the reinforcing material is selected according to the fill part and the cut part, and selects or combines the grid reinforcing material, the band reinforcing material, and the wire rope reinforcing material. Vertical and horizontal spacing, drainage and compaction backfill gravel directly behind the block Reinforced soil retaining wall construction method characterized in that the construction is possible, there is no wall distribution phenomenon due to the compaction of heavy equipment near the rear wall. According to claim 1, wherein the backfill artificial soil of the arch block constituting the reinforcement earth retaining wall wall is made of Masato, sludge, CMC so that the plant can grow well, the reinforcement earth retaining wall construction is mixed with the artificial soil according to the region and season Flower seeds, legumes, etc. are mixed and laid in the arch block, between the arch blocks, and from the back of the arch block to a width of 10 cm to 30 cm in parallel to the arch block. Reinforcement earth retaining wall front recording method, characterized in that the greening is supplied with moisture and nutrients between the arch blocks without obstacles. According to claim 1, when the reinforcement retaining wall wall formed of the arch block is constructed in contact with the coast and the coast where the flow of water is rapid, the backfill space is not gravel or the gap between the arch block and the arch block without space between the arch blocks Reinforcement earth retaining wall construction method characterized in that the lamination. According to claim 1, wherein when the reinforced earth retaining wall wall formed of the arch block is connected to the band reinforcement, the fixing means of the end stop jaw and the band reinforcement for adjusting the middle of the arch block or strip reinforcement using a connecting bar made of PVC pipe or glass fiber bar Reinforcing soil retaining wall construction method characterized in that it is inserted into the bar (sewing) space existing in the upper and lower portions of the belt reinforcement, and hanged on the locking jaw of the arch block. When the reinforced earth retaining wall wall formed by the arch block is applied to the fill part in claim 4, the connecting bar made of PVC pipe or glass fiber bar (bar) is wound around the grid by using the grid connecting groove existing on the upper part of the arch block. Reinforcement earth retaining wall construction method characterized in that the mechanical resistance fastening method to be inserted into the groove and the frictional resistance fastening method to put the grid on the bottom and top of the arch block. The reinforcement retaining wall wall formed by the arch block in claim 4 is applied to the cut portion, the galvanized wire rope except for the installation of shockcrete, cap, wire mesh, lining concrete, pressure plate, etc. Fastening with a galvanized wire rope reinforcement using a wire clip on the reinforcing bar welded to the head of the nail and anchor, and a connecting bar made of PVC pipe or fiberglass bar on the middle of the arch block, Reinforcement earth retaining wall construction method characterized in that.