KR200398132Y1 - A Block of Drain Road - Google Patents

Abstract

The present invention further combines the strength of the inclined reinforcing jaw and the cylindrical support bar coupled to both sides of the inclined reinforcing jaw and the strength of the reinforcing member coupled to the lower side of the inclined reinforcing jaw. It is possible to increase, thereby preventing the twisting, cracking, and breakage of the block body portion connecting part in advance, and the inner bottom floor, which is the channel of the block body portion, is formed lower than the height of the inclined reinforcing jaw on both sides of the bottom body. By allowing sediment to be formed, it relates to a drainage block that can form an environmentally friendly ecosystem such as plants and the like on the bottom.

In the technical configuration, the inclined reinforcement jaw 150 which is inclined at an angle to the V-shaped cross section is integrally formed at both end portions of the bottom body 110, which is the channel of the main body block 100 for drainage, and the inclined reinforcement. A plurality of support bar coupling holes 160 are formed on both sides of the connecting protrusion 130 in which the jaw 150 is integrally formed, and the other side coupling of the block body part 100 that is seated and coupled to the connecting protrusion 130. A plurality of through holes 170 are installed on both side walls of the recess 140 so that the cylindrical support bars 180 are integrally installed with the support bar coupling holes 160 of the connecting protrusions 130 so as to interpolate and fixed. One end of the rectangular reinforcement member 190 is interpolated and coupled to the lower side of the inclined reinforcement jaw 150, and is inserted into and fixed in the inclined reinforcement jaw 150, the lower coupling groove 200 of the block body part 100 connected thereto. The inner bottom surface 110, which is a channel of the block main body 100, is inclined at both sides. It is to be formed lower than the height of the gangteok 150 as a base.

Description

A block of drain roads

The present invention relates to a drainage block for forming a drainage lamp in a river, etc. In particular, the inclined reinforcement sloping inclined at a certain angle in a V-shaped cross-section at both ends of the bottom body, which is the channel of the main body of the drainage block is formed integrally, On both sides of the connecting projection in which the inclined reinforcing jaw is integrally formed, a plurality of support bar coupling holes are installed, and a cylindrical support bar is installed to be interpolated and fixed integrally with the through hole of the other coupling recess to which the connecting projection is seated and coupled. One end of the rectangular reinforcement member is interpolated and inserted into the coupling groove of the other inclined reinforcement jaw at the lower side of the inclined reinforcement jaw, and the inner bottom of the channel body is formed lower than the height of the inclined reinforcement jaw of both sides. Since it is installed so that the inclination reinforcement jaw and the inclination reinforcement jaw when the block body portion and the other block body portion coupling Cylindrical support bar coupled to the side and the coupling strength by the reinforcing member coupled to the lower side of the inclined reinforcement jaw can be further increased, thereby preventing twisting, cracking, and breakage of the connection portion of the block body part. In addition, the inner lower bottom body, which is the channel of the block body part, is formed to be lower than the heights of the two inclined reinforcement jaws so that deposits are formed on the bottom body, so that an eco-friendly ecosystem such as a plant can be formed on the bottom body. It relates to a drain block.

In general, the drainage block, which is a structure that is constructed to form a drainage lamp in a river lamp, is provided in the form of an agar channel for smooth drainage of agar water using a drainage channel formed therein.

In the conventional drainage block associated with such a technique, as shown in FIG. 1, the coupling recess 2 is formed to a predetermined width at one end of the block main body portion 1, and the other end of the block main body portion 1. The coupling recess 3 corresponding to the coupling recess 2 is formed to complete the water pipe. In this case, when the block body portion 1 is connected, the coupling protrusion 3 is coupled to the other block body portion. It is settled in (2), and is fixed in the state which the outer side of both vertical wall surfaces 4 and 5 is embedded in the ground.

However, the above-mentioned drainage block has both vertical wall surfaces 4 and 5 when the magnitudes of the lateral stresses due to the earth pressure applied to both vertical wall surfaces 4 and 5 of the block body portion 1 are different from each other. Block body 1 is twisted to any one of the vertical wall surface, accordingly, there is a disadvantage that a gap, cracks or breakage occurs in the seams of the coupling protrusion 3 and the coupling recess (2) will be.

On the other hand, the drainage block which is a water channel that improves such a disadvantage is known from the Republic of Korea Utility Model Registration No. 20-235679.

That is, in the technical configuration, as shown in FIGS. 2 and 3, one end of the block main body 10 has a coupling recess 20 formed in a predetermined width, and the other end of the block main body 10 The coupling protrusion 30 corresponding to the coupling recess 20 is formed, and below the both side vertical wall surfaces 40 and 50 of the block main body 10, the deformation prevention jaw of a predetermined shape is formed to be horizontally extended in the longitudinal direction. 60 is provided to protrude. At this time, it is made of a configuration to form a long groove 105 to a predetermined depth on the upper portion of the deformation prevention jaw (60).

Therefore, the earth pressure to one vertical wall surface of the block body portion 10 finally acts on the deformation preventing jaw 60 along the vertical wall surface, thereby maintaining the balance of the block body portion 10 having a wide bottom area. And to prevent the distortion of the block body portion 10 is connected to each other.

However, the block main body 10 simply forms a deformation prevention jaw 60 under the vertical wall surfaces 40 and 50 to prevent the block main body 10 from being twisted by expanding the cross-sectional area. Due to the earth pressure applied to the vertical wall surfaces 40 and 50 which are the side walls of the block main body 10, the joints of the block main body 10 are easily twisted, and a great problem of severe cracks and breakage occurs. It was.

The present invention has been made in order to improve the conventional problems as described above, the purpose is, when connecting and connecting the drainage block forming the drainage, etc., the inclined reinforcement inclined in a V shape on the front and rear end of the wall of the block body portion The jaw is formed integrally, and the support bar has a cylindrical support bar integrally with the through-hole of the other coupling recess to which the connecting projection is seated by installing a plurality of support bar coupling holes on both sides of the connecting protrusion in which the inclined reinforcing jaw is integrally formed. By interpolating and fixing, the coupling strength can be further increased when the block body portion is coupled with another block body portion, thereby preventing twisting, cracking and damage of the connection portion of the block body portion in advance. The inner lower bottom body, which is the channel of the block body part, is formed lower than the height of the both inclined reinforcement jaws and deposits on the bottom body. By forming this, it is to provide a block for the drainage that can form an environmentally friendly ecosystem such as plants and the like on the bottom body.

As a technical means for achieving the above object, the present invention, both sides of the bottom of the block body portion for the drainage channel is installed in the wall vertically to a certain height so as to be buried in the ground, both ends of the wall overlap the block body portion mutually In the block for drainage drainage is formed, respectively, connecting projection and coupling recess for connecting,

An inclined reinforcement jaw inclined at a certain angle in a V-shape is integrally formed at both end portions of the bottom body, which is a channel of the block body part, and a plurality of support bar coupling holes are formed on both sides of the connecting protrusion in which the inclined reinforcement jaw is integrally formed. A plurality of through-holes are formed on both side walls of the other main coupling portion of the block body part connected to the connecting protrusions to be seated and connected to the support bar coupling holes of the connecting protrusions so that the cylindrical support bars are interpolated and fixed. One end of the rectangular reinforcement member is interpolated and inserted into the lower reinforcing jaw lower coupling groove of the block body part connected to and coupled to the lower reinforcing reinforcement jaw, and the inner bottom of the channel body part of the lower reinforcing jaw Providing a block for the drainage passage, characterized in that the configuration is configured to be formed lower than the height It depends.

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

4 is a front perspective view of the drainage block according to the present invention, FIG. 5 is a rear perspective view of the drainage block according to the present invention, and FIG. 6 is a cross-sectional view taken along line AA of FIG. 5, and FIGS. 7 and 8 are for the present invention. As a side and front structural diagram of the block, the wall 120 is placed on both sides of the bottom body 110 of the main body block 100 for drainage in a vertical height to be embedded in the ground, the both ends of the wall 120 Connection protrusions 130 and coupling recesses 140 for overlapping the block body portions 100 are formed, respectively.

In addition, the both ends of the bottom body 110, which is the channel of the main body block 100 for the drainage channel, the inclined reinforcement jaw 150, which is inclined at an angle in a V-shaped section, is integrally formed. ) Is formed integrally with both support bar coupling holes 160 on both sides of the connecting projection 130, the other coupling portion 140 of the block body portion 100 is seated and coupled to the connecting projection 130 is connected. A plurality of through-holes 170 are installed on both side walls so that the cylindrical support bars 180 are integrally fixed to the support bar coupling holes 160 of the connecting protrusions 130.

In addition, one end of the rectangular reinforcing member 190 is interpolated and coupled to the lower side of the inclined reinforcement jaw 150, and inserted into the inclined reinforcement jaw 150 lower coupling groove 200 of the block body part 100 connected thereto. It is fixed so that the inner bottom body 110, which is the channel of the block body portion 100 is made of a configuration that is installed to be lower than the height of the both side slope reinforcement jaw 150.

Referring to the operation and effects of the present invention made of such a configuration as follows.

As shown in FIGS. 4 to 8, walls 120 are vertically installed at both sides of the bottom body 110 of the block body part 100 so that river water and the like may be drained through the bottom body 110. The connection protrusion 150 is integrally installed at one end of the wall 120, and the connection to the coupling recess 140 formed at the other end of the wall 120 of the block body part 100 connected thereto. The protrusions 150 are coupled in a settled state, and the block body parts 100 are overlapped with each other.

At this time, the inclined reinforcement jaw in a state in which the inclined reinforcement jaw 150, which is inclined at an angle in a V-shape, is integrally formed at both end portions of the bottom body 110, which is the channel of the main body block 100 for drainage. A plurality of support bar coupling holes 160 are installed on both side surfaces of the connecting protrusions 130 in which the 150 is integrally formed, and the other side coupling recesses of the block body part 100 that are seated and coupled to the connecting protrusions 130. (140) After laying a plurality of through-holes 170 on both side walls, the cylindrical support consisting of metal in the through-hole 170 integrally with the support bar coupling hole 160 of the connecting projection 130. By tightly interpolating and fixing the bar 180, the block body part 100 further improves the connection strength by the V-shaped inclined reinforcement jaw 150 of the connecting protrusion 130 and the coupling recess 140, which are connection parts of the drainage channels. Make it work.

In addition, the support bar coupling holes 160 and the through holes 170 formed in the connection protrusions 130 and the coupling recesses 140, respectively, are interpolated and fixed to the metal support bars 180, so that the block body part 100 is fixed. After the interconnection, even if a stress due to earth pressure is applied to the connecting wall 120, it is possible to prevent the twisting, cracking, breakage of the connecting portion of the block body portion 100 in advance.

In addition, one end of the rectangular reinforcing member 190 is inserted into the lower side of the inclined reinforcement jaw 150, and then in a state of being integrally coupled, the inclined reinforcement jaw 150 of the block body part 100 connected thereto. By inserting the other end of the reinforcing jaw 150 into the lower coupling groove 200 to be fixed, it is possible to reliably prevent distortion of the connecting portion of the block body part 100.

On the other hand, the inner bottom bottom 110, which is the channel of the block main body 100, is installed so as to be formed lower than the height of the both side slope reinforcement jaw 150, the bottom body 110 of the inter-block main body 100 ) Inside such that a precipitate such as sand is formed, an eco-friendly ecosystem such as a water plant can be formed inside the bottom 110.

According to the block for drainage according to the present invention as described above, when the block body portion and the other block body portion is combined, the cylindrical support bar coupled to both sides of the inclined reinforcement jaw and the inclined reinforcement jaw, and the lower side of the inclined reinforcement jaw It is possible to further increase the bonding strength by the reinforcing member coupled to the block, thereby preventing the twisting, cracking, and breakage of the block body portion connecting portion in advance, and the inner bottom surface, which is the channel of the block body portion, is both sides. It is formed lower than the height of the inclined reinforcement jaw so that the precipitate is formed on the bottom, there is an excellent effect that an environmentally friendly ecosystem such as plants can be formed on the bottom.

Although the present invention has been illustrated and described in connection with specific embodiments, it should be understood that the present invention may be variously modified and changed without departing from the spirit or the scope of the present invention provided by the following claims for utility model registration. Those skilled in the art will want to know easily.

1 is a schematic perspective view of a general drainage block;

Figure 2 is a schematic perspective view of a conventional drain block block for strain relief.

Figure 3 is a schematic perspective view of a conventional drain block block provided with another deformation prevention jaw.

4 is a front perspective view of the drainage block according to the present invention;

5 is a rear perspective view of the drainage block according to the present invention;

6 is a cross-sectional view taken along the line A-A of FIG.

Figure 7 is a side structure diagram of the drainage block of the present invention.

8 is a front structural diagram of a drainage block according to the present invention.

* Description of Signs of Major Parts of Drawings

100.Block body 110.Bottom

120 ... wall 130 ... connection projection

140 ... Joint recess 150 ... Inclined reinforcement jaw

160 ... support bar coupling hole 170 ... through hole

180 ... support bar 190 ... reinforcement member

200 ... Joining groove

Claims (1)

On both sides of the bottom body 110 of the drainage block body part 100, the wall 120 is placed vertically to a certain height so as to be buried in the ground, and the block body part 100 is mutually connected at both ends of the wall 120. In the drainage block for forming the connecting projection 130 and the coupling recess 140 for overlapping connection, respectively, At both ends of the bottom body 110, which is the channel of the main body block 100 for the drainage channel, the inclined reinforcement jaw 150 having an inclined angle at an angle in a V-shape is integrally formed, and the inclined reinforcement jaw 150 is A plurality of support bar coupling holes 160 are formed on both sides of the connection protrusions 130 formed integrally, and both sides of the other coupling recesses 140 of the other side of the main body body 100 are seated and connected to the connection protrusions 130. A plurality of through-holes 170 are installed on the wall surface, and the cylindrical support bar 180 is integrally installed to interpolate and fixed to the support bar coupling hole 160 of the connection protrusion 130. ) One end of the rectangular reinforcing member 190 is interpolated and inserted into the lower coupling groove 200 of the inclined reinforcing jaw 150 of the block body portion 100 to be connected to and coupled to the block body portion. An inner lower floor 110, which is a channel of 100, has a height of the two inclined reinforcement jaws 150. Multiple blocks, which is characterized by being a configuration which is installed so as to form more low.