KR200338758Y1 - Revetment that anchor block for fall prevent of revetment structure is laid under the ground - Google Patents

Abstract

In the present invention, when the revetment structures of relatively small size are placed in a row at the boundary of the revetment, the concrete structure of the concrete mass of the design dimension is fixed in the ground of the back side of the unit structure for the upright stability of the unit structure. By providing a separate anchor block made of a cube, the metal chain is spoken between this shore structure and the anchor block to support the shoreline unit structure. It is to provide an anchor block to prevent the fall of the revetment unit structure by minimizing the scale of the revetment unit structure, while being spaced at a certain distance from the back of the revetment structure to sufficiently endure the soil pressure of the soil connected to the back of the revetment structure. Buried anchor blocks in the ground of the location and anchor blocks By connecting the shore protection structures as chains to withstand the earth pressure on the revetment structure is designed on an anchor block for the fall prevention of the breakwater structure for preventing the conduction of shore protection structures buried revetment.

Description

Revetment that anchor block for fall prevent of revetment structure is laid under the ground}

In the present invention, when the revetment structures of relatively small size are placed in a row at the boundary of the revetment, the concrete structure of the concrete mass of the design dimension is fixed in the ground of the back side of the unit structure for the upright stability of the unit structure. By providing a separate anchor block made of a cube, the metal chain is spoken between this shore structure and the anchor block to support the shoreline unit structure. It is to provide anchor blocks to prevent the fall of shoreline unit structures. The shoreline is a facility to protect erosion and scour caused by the wave of shoreline soil. To secure shelter or coastal grounds to prevent As a tip landfill disposal facilities twenty-four Dinner Joan and built and is the most common structural form.

However, depending on the location of the coast, the depth of the water or the difference between the tides is large, the size of the lake is huge as the size of the lake is large. Especially, the stone on the slope is large-covered stone to withstand the blue of the sea. Will be used. Therefore, a large amount of natural stone must be secured, but the reckless collection of natural stone causes serious depletion of natural resources such as depletion of natural resources and the destruction of the natural environment.

In addition, in order to harmonize the aesthetic sense with the surrounding natural scenery, the large-scale structure that is a problem when trying to replace it with a concrete retaining wall structure as a hydrophilic facility according to the role of a hydrophilic facility or the current reality required is treated. There is a need for countermeasures against the economic costs and time lost of doing so.

An object of the present invention for solving the above problems, while minimizing the size of the revetment structure while the anchor in the ground spaced at a certain distance from the back surface of the revetment structure to sufficiently withstand the earth pressure of the soil connected to the back surface of the revetment structure The purpose of this is to bury the block and connect the anchor block and the raft structure with a chain to withstand the earth pressure on the raft structure to prevent the fall of the raft structure.

1 is a perspective view showing a relief structure installed in accordance with the present invention.

Figure 2 is a partially cutaway perspective view showing a state in which the anchor block is installed for preventing the fall of the revetment structure of the present invention.

Figure 3 is a plan view showing a state in which the anchor block is installed for preventing the fall of the revetment structure of the present invention.

4 is a cross-sectional view taken along the line AA ′ of FIG. 1.

<Code Description of Main Parts of Drawing>

1. shelter block 2. front wall 4, 20, 22.

5. Between protrusions 6. Base 7. Left wall

8. Right wall 9. Back wall 10. Bottom wall

11. transverse bulkheads 12. dark key 13. male key

14a, 14b, 14c. Buttress C. Cap Concrete

15a, 15b, 15c, 16a, 16b, 16c, 19a, 19b, 19c. Chain link

17a, 17a ', 17b, 17b', 17c, 17c '. chain

18a, 18b, 18c. Anchor Block 21. Cover Stone 23. Foundation Stone Foundation

In order to achieve the above object, the unit revetment block, which is a plurality of revetment structures, is spoken along the shoreline, but the width of the unit revetment block from the front wall to the back wall is greatly reduced and the narrower width of the revetment block Anchor block connected to the anchor block using metal chains at certain positions of three triangular sub-walls projecting perpendicularly to the back wall of the language block to prevent it from falling forward due to the lower earth pressure. This is to prevent the risk of the banyan fall forward due to the earth pressure applied to the back of the raft block by fixing it embedded in the back seat or soil, the structural configuration of the present invention in detail based on the accompanying drawings Same as

The structure of the unit raft block (1) constructed in accordance with the present invention is a ship having a top end perpendicular to the front end of the front wall (2) in the upper surface of the base stone 23 is a predetermined height and width above the base surface (6) The left wall (7), which is narrowed down to the surface wall (9) and becomes wider as it goes down, is formed in a so-called upper and lower beamed form, and the front ends of the front wall (2) and the rear wall (9) are vertically lowered at right angles (7). And the right side wall (8) is provided with a raft block (1) having an open upper surface, and the inside of the raft block (1) is configured so that an empty space is provided to fill the dead stone (4), the front wall ( 2) The semi-circular protrusions 5 having a constant diameter are generally vertically protruded in a plurality of lengths equal to the length of the front wall 2, and left and right perpendicular to the front wall 2 and the base surface 6, respectively. It consists of walls (7) (8) and back walls (9), and bottom walls (10) which abut against the ground to fill the dead stone (4) inside. The empty space to be formed that the free space is configured to be divided by a transverse partition 11.

In addition, the left side wall 7 and the right side wall 8 of the raft block 1 are formed with a key 12 and a male key 13, respectively, to install the raft block 1 along the shoreline. 1) Each key (12) and male key (13) of each of them is combined so that the ban block (1) can be aligned neatly along the coastline and the front left and right front and right center of the rear wall (9) Sub-walls 14a, 14b, 14c in the form of right-angled triangles are widened downwards at an angle symmetrical with the inclination of the wall 2, and the lower part of the sub-walls 14a, 14b, 14c has a bottom. To be integral with the wall 10.

Then, each of the three subwalls 14a, 14b, 14c formed on the rear wall 9 is inserted into and fixed with the chain linkages 15a, 15b, 15c approximately at the top, and the subwalls 14a, 14b ( The same in the longitudinal direction as the chain linkages 15a, 15b and 15c inserted and fixed to the upper side of the subwalls 14a, 14b and 14c on the rear side of the bottom wall 10 integrally formed with the lower portion of the 14c. It is inserted and fixed on the line, and each of the connecting chains 15a, 15b, 15c, 16a, 16b and 16c has a predetermined length of chains 17a and 17a '.

(17b) (17b ') (17c) and (17c'), but each of the upper chains (17a) (17b) (17c) connected to the subwalls (14a) (14b) (14c) and the bottom wall (10). A pair of chains 17a ', 17b' and 17c 'is fixed to one end thereof with a chain link 19a, 19b and 19c of one anchor block 18a, 18b and 18c. Then, the anchor blocks 18a, 18b, and 18c are embedded in the rear seats 20 so as to firmly hold the raft block 1 from the rear, and the raft block 1 moves forward due to the rear earth pressure. The configuration of the present invention is completed by enabling the phenomenon of falling to be prevented in advance.

In the figure, reference numeral 21 denotes a coated stone, 22 denotes a sandstone, and (C) a cap concrete.

The present invention constructed as described above is a problem that occurs when constructing a conventional stone-style revetment, that is, the natural environment damage and the shortage of supply of large-scale coated stone due to the collection of natural stone due to the tremendous amount of stone In addition to solving the same problem, it is a very useful design that can solve the problems of economic cost and time required for installation and post-treatment caused by the installation of large concrete structures in place of the pagodas.

Claims (1)

In constructing the structure of the shore where the anchor block for the fall prevention of the shore structure is embedded, the upper end has a narrow width from the front end of the front wall 2 to the rear wall 9 that is vertical, and the width of the upper end is narrowed downward. The front wall (2) and the rear wall (9), both front ends of which are enlarged, and the front wall (2) and the bottom wall (9) protrude at right angles to the left wall (7) and the right wall (8) at a right angle, and the bottom wall (the bottom wall contacting the ground) 10) and the semicircular protrusions 5 having a constant diameter are plurally vertically protruded in the same length as the vertical length of the face of the front wall 2, and the empty space inside the transverse bulkhead ( 11) and a female key 12 and a male key 13 are formed in the left wall 7 and the right wall 8, respectively, and the front wall 2 is formed at the left and right ends of the rear wall 9 and at the center. Subwalls 14a and 1 in right triangle shape, the width of which extends downward at an angle symmetric to the slope of Three subwalls 14a, 14b and 14c having 4b) and 14c and having lower portions of the subwalls 14a, 14b and 14c integrally formed with the bottom wall 10 and formed on the rear wall 9. Each of the chain links 15a, 15b and 15c is inserted into the upper part of the upper part of the bottom wall 10 and fixed to the upper part of the subwalls 14a, 14b and 14c. 15a, 15b, 15c and chain linkages 16a, 16b, 16c are inserted and fixed on the same line in the longitudinal direction, and these links 15a, 15b, 15c, 16a, 16b, ( 16c are connected to chains 17a, 17a ', 17b, 17b', 17c and 17c 'of predetermined length, respectively, but each subwall 14a, 14b, 14c and bottom wall 10 are connected. The upper chain 17a, 17b, 17c and the lower chain 17a ', 17b', 17c 'connected to each other are paired, and one end thereof is connected to one anchor block 18a, 18b, 18c. An anchor block embedded with an anchor block for preventing the fall of the raft structure, characterized in that it is fixed to the chain link ring (19a) (19b) (19c) of the connection.