KR100976912B1 - construction method for landscape architecture and revetment - Google Patents

Abstract

The present invention relates to a landscaping and mudstone construction method that enables the pile and backfilling soils to be stably stacked to stabilize the slopes of both sides of the road after excavation, and to simultaneously work and landscaping the finishing plate.

This construction method is the first step of stacking the soil sack 11 in close contact with the ground (100) horizontally; A plurality of protrusions 21a are formed on the upper and lower surfaces, respectively, and a connection plate 21c is formed at both edges of the free end, and a horizontal plate 21 on which the key hole 21b is formed on the opposite side of the free end, and perpendicular to the horizontal plate 21. Vertical plate 22 having a vegetation shelf 22c which extends to the end and a connecting hole 22b is formed at both edges of the end thereof, and a fixing hole 22a is formed at the center of the end thereof, and the culture soil for vegetation is accommodated on the outer surface thereof. By preparing a fixing member 20 made of a, so that the projections (21a) of the horizontal plate 21 to enter the soil sack 11 to fix the fixing member 20 to the upper surface of each soil stool 11 Step 2; By coupling the connecting pin 25 through the connecting hole 21c of the adjacent horizontal plate 21, by coupling the connecting pin 24 through the connecting hole 22b of the adjacent vertical plate 22, A third step of coupling adjacent fixing members 20 to each other; A fourth step of filling the backfilling soil 15 with the height of the soil sack 11 on the rear side of the soil sack 11; A fifth step of installing the geogrid sheet 14 on the upper surface of the backfilling soil 15 while fixing one end of the geogrid sheet 14 to the protrusion 21a of the fixing member 20; A sixth step of accommodating the culture soil in the vegetation shelf (22c) and planting the plant (100) for greening; A seventh step of fixing the fixing pins 23 to the fixing holes 22a of the vertical plate 22 to face upwards; An eighth step of stacking the soil sackes 11 by entering the soil stalks 11 stacked on the protrusions 21a of the horizontal plates 21; The fixing member 20 is placed on an upper surface of the dirt bag 11 accumulated in the eighth step, and the fixing pin 23 is coupled through the large hole of the key hole 21b, and the fixing member 20 of the lower layer. A ninth step of pushing the fixing member 20 so that the fixing pin 23 is positioned in the narrow hole of the key hole 21b so as to match the vertical plate 22 of the key plate 21b; Thereafter, the third to the ninth steps are repeated to the desired height.

In this construction method, the fixing member 20 is formed of a horizontal plate 21 having a projection 21a and a vertical plate 22 perpendicular to the horizontal plate 21 to build the soil sack 11, thereby making it possible Stability between the upper and lower soil sack 11 by the plate 21 and at the same time to the external finishing work by the vertical plate 22 to reduce the construction period.

In addition, by adopting the vegetation shelf (22c) it is possible to simultaneously perform the landscaping work on the outside of the vertical plate 22 at the same time as the earthen wall construction, thereby simplifying the landscaping work and enable the environmental conservation.

Earthshade, Retaining Member, Geogrid Sheet, Vegetation Shelf

Description

Construction method and landscape architecture and revetment

1 is a cross-sectional view showing a soil barrier constructed by a conventional soil barrier construction method,

2 is a cross-sectional view of the main portion of Figure 1,

Figure 3 is a perspective view showing the finishing work state after the construction of the earthenware of Figure 1,

4 is a cross-sectional view showing a landscaping and earthenware construction state by the present invention construction method;

5 is a perspective view showing the main portion of Figure 4 extracted.

DESCRIPTION OF THE REFERENCE NUMERALS

11 ... sack 14 ... Geogrid sheet

15.Backfill soil 20 ... Fix member

23 ... pin 22c ... vegetable shelf

The present invention relates to a landscaping and earthquake construction method, and in particular to ensure that the soil pile and backfilling soil to stably stack the soil after the excavation construction or to stabilize both sides of the road, and at the same time work and landscaping of the finish plate A landscaping and mudstone are related to the construction method.

In general, as the industry develops, it is inevitable that the steep slope is inevitable due to the construction of a new town or the construction of a complex.

Therefore, it is necessary to establish slope stabilization measures that can improve land use efficiency, secure the stability and comfort of residential complexes, and satisfy the constructability, economic feasibility and environmental preservation.

In the related art, as shown in FIGS. 1 to 3, the backfill soil 5 is filled on the rear side of the soil sack 1 by sequentially stacking the soil sack 1 on the excavated inclined surface and the geogrid sheet 4. Represents the earthquake construction state constructed by a method of stabilizing the behavior of the backfilling soil (5) through the.

This construction method is to arrange the soil sack (1) in close contact with each other horizontally and then pile up the backfilling soil (5) by the height of the soil sack (1).

Subsequently, the connecting plate 3 having the projections 3a formed on the upper and lower surfaces of the trowel 1 is placed, and the geogrid sheet 4 is hanged on the projections 3a of the heat-treating plate 3 to backfill the soil 5. Arrange on the upper surface of.

Subsequently, after placing the soil sack (1) on the top surface of the heat plate (3), filling the back filling soil (5), the heat plate (3) is placed on the top surface and the geogrid sheet (4) as described above continuously To build.

The thermal plate 3 is formed by the protrusions (3a) on the upper and lower surfaces having a structure in which the upper and lower soil stalks (1) are connected by the mutual thermal plate (3) to ensure the behavior of the soil sack (1) together Construction is possible.

After constructing the soil sack (1) to a certain height as described above by fixing the finishing plate (6) to which the fixing pin (7) is coupled to the outside of the soil sack (1) as shown in FIG. Finish.

However, the earthquake construction method as described above is disadvantageous to shorten the construction period by increasing the number of maneuver by performing the construction of the soil yard (1) and the construction of the finishing plate (6) separately. In addition, the construction of the finishing plate (6) is fixed so that the fixing pin (7) penetrates through the soil yard (1) by the construction of damage to the soil yard (1) is generated, each finishing plate (6) In order to secure the close contact with the already fixed finishing plate (6) when fastening to)) requires a skilled technique to accurately hold the initial fixing position of the long fixing pin (7) on the surface of the soil (1).

Therefore, when a non-skilled person is constructing, a gap is generated between the finishing plate 6 and the finishing plate 6, but there is a problem in that the appearance is not beautiful even though the finishing process by the finishing plate is performed.

The present invention has been made to solve the above problems, it is possible to perform the finishing process at the same time as the construction of the soil sack and to provide a landscaping and earthenware construction method to minimize the occurrence of gaps on the finish surface There is a purpose.

It is another object of the present invention to provide a landscaping and earthenware construction method that allows the landscaping for the greening of the finishing surface with the finishing construction.

In the present invention to achieve the above object in the earthwork construction method for stabilizing the inclined surface by stacking the soil sack and backfilling soil,

A first step of horizontally stacking soil stalks on the ground;

A plurality of protrusions are formed on the upper and lower surfaces, respectively, and a connection hole is formed at both edges of the free end, and a key plate is formed on the opposite side of the free end, and is vertically extended from the horizontal plate, and a connection hole is formed at both edges of the end thereof, and at the center of the end thereof. A fixing member is formed and a fixing member including a vertical plate on which a vegetation shelf for accommodating culture soil is formed on an outer surface thereof is prepared, and the protrusions of the horizontal plate are allowed to enter the soil sack to fix the fixing member to the top of each soil sack. Making a second step;

Couple the connection pins of the "C" shape through the connection hole of the adjacent horizontal plate, and couple the connection pins of the "C" shape through the connection hole of the adjacent vertical plate, thereby coupling adjacent fixing members A third step;

A fourth step of filling the back side of the soil bag with the height of the soil bag;

A fifth step of installing the geogrid sheet on the top surface of the backfilling soil while fixing one end of the geogrid sheet to the protrusion of the fixing member;

A sixth step of accommodating the culture soil in the vegetation shelf and planting plants;

A seventh step of fixing the fixing pins to the fixing holes of the vertical plate to face upwards;

An eighth step of stacking the soil sackes by allowing the protrusions to enter the soil stalks on the upper surface of each horizontal plate;

The fixing member is placed on an upper surface of the pile of dirt piled up in the eighth step, and the fixing pin is positioned in a narrow hole of the key hole so that the fixing pin is coupled through the large hole of the key hole and coincides with the vertical plate of the fixing member of the lower layer. A ninth step of pushing the fixing member to put it on the top of the soil bag;

Thereafter, the third step is repeated until the ninth step to the desired height.

According to the above feature of the present invention, the construction method of the present invention enables the shortening of the air by enabling the greening construction at the same time closing the outer surface of the soil yard at the same time as the construction of the soil yard.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

Referring to Fig. 4 and Fig. 5 showing the main part construction of the soil membrane construction by the construction method of the embodiment of the present invention, this construction method is a soil sack for stabilization of the construction surface, such as the cut surface, inclined excavation surface, embankment, etc. Simultaneously with construction, finishing process and greening process are performed to improve air shortening and environmental protection.

Earthquake construction method of the embodiment of the present invention is as follows.

A first step of stacking the soil stalks 11 on the ground 100 to be in close contact with each other;

A plurality of protrusions 21a are formed on the upper and lower surfaces, respectively, and a connection plate 21c is formed at both edges of the free end, and a horizontal plate 21 on which the key hole 21b is formed on the opposite side of the free end, and perpendicular to the horizontal plate 21. Vertical plate 22 having a vegetation shelf 22c which extends to the side and a connecting hole 22b is formed at both ends of the end thereof, and a fixing hole 22a is formed at the center of the end thereof, and on which the culture soil for vegetation is accommodated on the outer surface thereof. By preparing a fixing member 20 made of a), so that the projections (21a) of the horizontal plate 21 to enter the soil sack 11 to fix the fixing member 20 to the upper surface of each soil sack (11) A second step;

The connection pin 25 of the "C" shape is coupled through the connection hole 21c of the adjacent horizontal plate 21, and the "C" shape through the connection hole 22b of the adjacent vertical plate 22. Coupling the connecting pins 24 of the third step to couple the adjacent fixing members 20 to each other;

A fourth step of filling the backfilling soil 15 with the height of the soil sack 11 on the rear side of the soil sack 11;

A fifth step of installing the geogrid sheet 14 on the top surface of the backfilling soil 15 while fixing one end of the geogrid sheet 14 to the protrusion 21a of the fixing member 20:

A sixth step of accommodating the culture soil in the vegetation shelf (22c) and planting the plant (100) for greening;

A seventh step of fixing the fixing pins 23 to the fixing holes 22a of the vertical plate 22 to face upward;

An eighth step of stacking the soil sackes 11 by entering the soil stalks 11 stacked on the protrusions 21a of the horizontal plates 21;

The fixing member 20 is placed on an upper surface of the dirt bag 11 accumulated in the eighth step, and the fixing pin 23 is coupled through the large hole of the key hole 21b, and the fixing member 20 of the lower layer. A ninth step of pushing the fixing member 20 so that the fixing pin 23 is positioned in the narrow hole of the key hole 21b so as to match the vertical plate 22 of the key plate 21b;

Thereafter, the third to the ninth steps are repeated to the desired height.

In the above method, the fixing pin 23 is screwed to the fixing hole 22a, and the connecting pins 21c and 24 are formed in a "c" shape so that the adjacent fixing members 20 can be easily connected. It was.

The earthquake construction method formed by the above-described method stabilizes the behavior of the backfilling soil 15 by the geogrid sheet 14 and the upper and lower soil sackes 11 are mutually formed by the fixing member 20 in which the protrusions 21a are formed. The connection is made stable and at the same time the external finishing work of the soil sack 11 by the vertical plate 22 is made at the same time, thereby shortening the construction period.

In addition, by forming the vegetation shelf (22c) on the outside of the vertical plate 22, planting the plant 100 together with the construction of the soil sack 11, it is advantageous to environmental conservation by the landscaping work. In addition, by forming the key hole 21b of the key shape as the fixing pin 23 is coupled, it is possible to simplify the coupling operation by coupling the fixing pin 23 through a wide hole of the key hole 21b.

In addition, the vertical pins 22 of the upper and lower fixing members 20 may be positioned on the same plane by the fixing pins 23 to facilitate the operation.

The present invention as described above has the following advantages.

First, the fixing member 20 is formed of a horizontal plate 21 having a protrusion 21a and a vertical plate 22 perpendicular to the horizontal plate 21 to construct the soil sack 11, thereby forming the horizontal plate 21. The upper and lower soil sack (11) by the mutual stability and at the same time the external finishing work by the vertical plate 22 at the same time to shorten the construction period.

Secondly, the connection pins 24 and 25 maintain a stable connection state between adjacent fixing members 20.

Third, since the vertical plate 22 of the upper and lower fixing member 20 can be easily positioned on the same plane by the fixing pin 23 and the key hole 21b, even the unskilled person finishes the finishing work by the vertical plate 22. Simplify

Fourth, by adopting the vegetation shelf (22c) can be carried out at the same time the landscaping work on the outside of the vertical plate (22) at the same time as the earthen masonry to simplify the landscaping work and to enable environmental conservation.

Claims (1)

In the earthenware construction method to stabilize the slope by stacking the soil sack and backfilling soil, The first step of stacking the soil sack (11) in close contact with the ground (100) horizontally and: A plurality of protrusions 21a are formed on the upper and lower surfaces, respectively, and a connection plate 21c is formed at both edges of the free end, and a horizontal plate 21 on which the key hole 21b is formed on the opposite side of the free end, and perpendicular to the horizontal plate 21. Vertical plate 22 having a vegetation shelf 22c which extends to the end and a connecting hole 22b is formed at both edges of the end thereof, and a fixing hole 22a is formed at the center of the end thereof, and the culture soil for vegetation is accommodated on the outer surface thereof. By preparing a fixing member 20 made of a, so that the projections (21a) of the horizontal plate 21 to enter the soil sack 11 to fix the fixing member 20 to the upper surface of each soil stool 11 Step 2; The connection pin 25 of the "C" shape is coupled through the connection hole 21c of the adjacent horizontal plate 21, and the "C" shape through the connection hole 22b of the adjacent vertical plate 22. By coupling the connecting pin 24 of the third step of coupling the adjacent fixing members 20 with each other: A fourth step of filling the backfilling soil 15 with the height of the soil sack 11 on the rear side of the soil sack 11; A fifth step of installing the geogrid sheet 14 on the upper surface of the backfilling soil 15 while fixing one end of the geogrid sheet 14 to the protrusion 21a of the fixing member 20; A sixth step of accommodating the culture soil in the vegetation shelf (22c) and planting the plant (100) for greening; A seventh step of fixing the fixing pins 23 to the fixing holes 22a of the vertical plate 22 to face upward; An eighth step of stacking the soil sackes 11 by allowing the projections 21a to enter the soil stalks 11 on the upper surface of each horizontal plate 21; The fixing member 20 is placed on an upper surface of the dirt bag 11 accumulated in the eighth step, and the fixing pin 23 is coupled through the large hole of the key hole 21b, and the fixing member 20 of the lower layer. A ninth step of pushing the fixing member 20 so that the fixing pin 23 is positioned in the narrow hole of the key hole 21b so as to match the vertical plate 22 of the key plate 21b; The landscaping and earthquake construction method, characterized in that to repeat the third step to the desired height after the third step.

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