KR200232433Y1 - A middle plane structure of inclined plane for embankment - Google Patents

Abstract

The present design replaces the structure of the horizontal small end part, which is provided to support the load of the ordinary small part in the middle of the slope or slope of the bank or the bank, when constructing the bank or bank of the area where the tidal difference is severe, such as the west coast. By inserting and fixing a separate block inside the hollow block, it is possible to keep the body of the shelter or bank embankment firmly and to make the exterior of the shelter or bank embankment appear when the horizontal small part is exposed at low tide. It is about.

Description

A middle plane structure of inclined plane for embankment}

This design is for the construction of coastal shores and banks, especially in Korea, where the difference between tides is the west coast and coastal shores or banks built on the coast. It should have a high pile height of 5M ~ 10M, and such shores or banks should be constructed in a structure that can withstand the load depending on the purpose of the landfill (cultivated land, land, bare land, etc.). If the slope is fixed from the bottom to the top (1: 1.5) or if the body is high and heavy load is applied to the rear side, the horizontal small end of constant width should be placed in the middle of the surface to ensure the safety of the body. Therefore, the slope of the upper side of the surface is 1: 0.5 and the slope of the side of the lower side of the horizontal small end is 1: 1.5. Rock construction has been done.

As described above, when constructing with a structure having a horizontal small end at the middle surface of the banks or banks, it is simply a structure that is coated with a covering stone larger than the grain size on the upper surface of the horizontal body, which is simply a sandstone, etc. It is also structurally important as a support, and at the low tide, the small end is exposed on the surface of the water, so the horizontal small end plays a very important role, but the structure or appearance is insufficient.

1 is a transverse cross-sectional view showing the middle end portion of the conventional rake eye slope

Figure 2 is an enlarged cross-sectional view of the intermediate small end implemented in accordance with the present invention

Figure 3 is a partially cutaway perspective view of the intermediate small end implemented in accordance with the present invention

(Symbol description of main part of drawing)

A. Small part B. Sofa block 1. Shore or embankment

2. Keystone 3. Iron 4. Stone

10.Hollow block 10a, 10b. Side wall

20. Square block 21. Groove 22, 22a, 22b, 22c.

23. Square plane 24, 24a, 24b, 24c.

The present invention as described above based on the accompanying drawings as a design for a structure that can be built more firmly and beautifully the horizontal small end of the revetment or embankment that is conventionally simply made of sand stone as described above.

First, as shown in FIG. 1, a structure of a lake or a dike provided with a conventional small end portion A is a horizontal element having a predetermined width horizontally in a substantially middle portion of a lake or dike 1 having a predetermined height. On the upper end of the small end portion (A) with respect to the end (A), the sofa block (B) in which the recessed portion (2) and the convex portion (3) are formed in multiple stages in the horizontal direction, Conventional revetment or embankment (1) provided with a slope of 1: 0.5 on the inclined surface of the body and having a lower end with a slope of 1: 1.5 downward on the other end of the small end and covering the inclined surface with a covering stone (5) The small end portion (A) of the present invention is drawn to the top of the bar, detailing the structure of the small end (A) to be implemented in the present image, the length of the rectangular hollow block (10) having a constant length, width and depth and opening up and down The direction of the conventional small end portion 12 in the longitudinal direction Both side walls (10a) (10b) in the longitudinal direction of the hollow block 10 is formed in the side wall (10a) (10b) so as to be inclined to spread outward at a predetermined angle to the outside at the middle portion and the hollow block 10 Inside the block 10, the hollow block 10 has a rectangular block 20 of a hypotonic inverted leg type equal to the slope of the side walls 10a and 10b so as to be inserted into the inner sidewalls of the side walls 10a and 10b. A plurality of grooves 21 are inserted into the four main surfaces of the rectangular block 20 in the vertical direction, and the top surface of the block 20 has four inclined surfaces 22, 22a, 22b and 22c. Formed in the shape of the block 20 in the shape of a square plane 23, and the vertically through the four inclined surfaces 22, 22a, 22b, and 22c, and a through hole 24, 24a and 24b. Or (c) penetrates through (24c) and fills the space of the lower end of the block 20 inside the hollow block 10 with a dead stone (4), The structure of the horizontal small end A of the levee 1 is comprised.

The hollow block 10 constituting the horizontal small end A by embedding the horizontal small end A according to the present invention and providing the horizontal pressurized portion A with the load pressurized from the arc of the upper part of the horizontal small end A or the embankment. Block 10 inserted into and inside serves as a resistor having a stress that supports the load, so that it can firmly support the body even under a heavy load of the body height of 5M to 10M, thus extending the life of the body and exposing it at low tide of the seawater. (A) is orderly in appearance and there is an effect such that circulation of seawater is facilitated through a plurality of recesses 21 and through holes 24, 24a, 24b and 24C.

Claims (2)

In forming the structure of the horizontal small end portion A in the middle of the inclined surface of the embankment or the embankment of which the high load is applied and the high load is applied, the rectangular hollow block having a constant length, width and depth and opening up and down is opened. The longitudinal direction of the (10) is embedded in the position of the conventional small end portion 12 in the arc or embankment longitudinal direction, but both side walls (10a) (10b) of the longitudinal direction of the hollow block 10 is constant at the upper end at the middle The inclination of the sidewalls 10a and 10b is formed to form sidewalls 10a and 10b to be inclined outwardly at an angle, and is inserted into the inner sidewalls of the sidewalls 10a and 10b in such a hollow block 10. The structure of the middle small end of the rake inclined surface by inserting a plurality of square blocks 20 of the same hypotonic inverted inverted leg into the hollow block 10. The four main surfaces of the block 20 are recessed to form a plurality of grooves 21 in the vertical direction, and the top surface of the block 20 is formed with four inclined surfaces 22, 22a, 22b and 22c. And the upper end portion constitutes the shape of the block 20 in a quadrangular plane 23 shape, and vertically passes through the four inclined surfaces 22, 22a, 22b and 22c, and passes through the holes 24, 24a and 24b. The structure of the middle small end of the rake inclined surface which penetrates through 24c and fills the space part of the lower end of the block 20 inside this hollow block 10 with the sandstone 4, respectively.