KR200306001Y1 - Road culvert drainage pipe - Google Patents

Abstract

The present invention relates to a road culvert drainage pipe used to remove the leachate infiltrated in the ground while the external pressure is reinforced in the road, and civil engineering.

In general, the culvert drainage pipes used in roads are mainly provided with a function of removing leachate and groundwater that leak through the ground where soft ground or leachate seeps through the construction of the road. And when leachate is discharged from the hole formed in the culvert drainage pipe due to the rotational pressure, and the leachate is excessively discharged due to the vibration of the soil, the surrounding soil enters the inner space of the culvert drainage pipe like the leachate. As it flows in and accumulates, it exposes the result that obstructs the role of drainage. As a solution to this problem, there is a difficult point of laying underground culvert drainage pipes with non-woven fabrics and laying underground due to weak strength in external pressure reinforcement. There were many restrictions depending on the conditions used.

Therefore, in the present invention, the hollow sphere, which is a structure of a conventional culvert drainage pipe, is designed to provide external pressure reinforcement while resolving a phenomenon in which the surrounding soil flows into the inner space of the culvert drainage pipe as leachate into the interior space while reinforcing external soil pressure. In order to prevent external pressure reinforcement and soil inflow in the culvert drainage pipe in which the drainage hole 27 is formed in the joint table 26 integrated between the hollow holes lowered to two parts of the conventional height first, 21 The outer wall 32 is formed by protruding the side wall 31 at the bisecting height of the conventional hollow sphere 21 integrally from the upper side 22 of the (), such as the drain hole 27 of the splice 26 The drainage hole 35 is formed in a position to form a drainage hole having a two-layer structure by forming a two-layer drainage hole, and the flow of soil flows into the inner space of the culvert drainage pipe of the present invention twice. Prevent it by passing through It is intended and designed for the implementation example of this configured.

Description

Road culvert drainage pipes {omitted}

The present invention relates to a culvert drainage pipe for roads that are suitably used as a drain pipe by laying in the ground in roads and civil works.

In general, a product having a plurality of holes continuously formed in the outer wall of the hollow sphere and the junction between the hollow spheres of the culvert drainage pipes formed by spiral winding made of synthetic resin has been used. In the case of long-term use of underground buried soil or foreign matter flows through the lifespan and accumulated in the inner space of the culvert drainage pipe, the problem of blocking the role of drainage is often exposed. It has been used by forming a life preserver on the outer wall surface or the inner wall surface which is used by winding or forming a hollow sphere.

In addition, when the underground burying in the culvert drainage pipe used for a long time, the high pressure of earth load, lubrication pressure, etc. due to the movement of the vehicle in the road, such as the cylindrical cross-section is deformed into the elliptical shape often causes a problem. The external pressure reinforcement is formed by the bending stress of the side wall surface 42 forming the hollow sphere 21 in the hollow sphere 21 and the joining table 26 forming the culvert drainage pipe, and the hollow sphere 21 By reinforcing the earth pressure by the length constituting the height of both side wall surface 42 to form a), the reality is required to provide a structure that can be further reinforced for this.

In addition, it is designed for efficient drainage work by discharging the surrounding soil to drains while draining in places where groundwater and drainages are accumulated in civil engineering, etc., and culverts with multiple drains formed in the body of the culvert drainage pipe. As a drainage pipe, a conventional product is provided with a culvert drainage pipe in which a drainage hole is formed only at the junction 26 between the hollow spheres, so that the drainage pipe cannot be efficiently drained.

That is, while reinforcing the external pressure of the culvert drainage pipe buried underground, while promoting the drainage at the outlet, the soil around the culvert drainage pipe flows through the outlet and accumulates in the inner space of the culvert drainage pipe to block the drainage space. It is devised to provide culvert drainage pipe for road to solve

1 is a partial perspective view of the present invention

2 and 3 is a partial perspective view of the main portion in the conventional culvert drainage pipe

4 is a partial cross-sectional view of the main part of FIG.

5 is a partial cross-sectional view of the main portion of the embodiment of FIG.

6 is a partial cross-sectional view of the main portion of Embodiment 1 of the present invention;

FIG. 7A is a cross-sectional view taken along the line A-A of FIG.

Figure 7 (b) is a partial cross-sectional view of the main portion of the embodiment of Figure 7 (a).

8 is a partial cross-sectional view of the embodiment of FIG.

Figure 9 is a partial cross sectional view of the embodiment of Figure 8;

Fig. 10 is a partial sectional view of Embodiment 2 of the present invention.

11 is a cross-sectional view taken along the line B-B of FIG.

12 is a partial cross-sectional view of an embodiment in the hollow sphere of FIG.

* Description of the symbols for the main parts of the drawings *

11. Culvert drainage pipe 21. Hollow port 22. Upper side

25. Inner side 26. Splice 27. Drain

31. Side wall 32. Outer wall 33. Upper wall

35. Drainage 36. Convex 37. Fusion Point

38. Fusion Table 40. Drain 41. + Support

42. Both side walls

The present invention is a product formed with a plurality of drain holes (4) in the culvert drainage pipe (21) while the effect of drainage is reinforced while preventing the phenomenon that the surrounding soil flows from the discharge port (27) and accumulates in the inner space for the external pressure reinforcement As a product, the height of both side wall surface 42 of the hollow sphere at the height of the conventional culvert drainage pipe is divided into two, but the upper surface 22 of the hollow sphere 21 while drilling the drain hole 27 in the joining table 26 Designed to provide a culvert drainage pipe formed by drilling the drainage hole 35 to the same position as the discharge port 27 on the outer wall 32 formed by forming the side wall 31 in the outward direction integrally with the fusion table 38 In accordance with the present invention,

Hereinafter, described in detail based on the accompanying drawings.

As shown in FIG. 2, a culvert drainage pipe which is conventionally provided and used, is joined between a hollow wall 21 formed of both side wall surfaces 42 and an upper surface 22 and an inner surface 25. The culvert drainage pipe in which the drain hole 27 was perforated at regular intervals was used in the synthetic resin spiral pipe formed by the joint pipe 26. However, in the case of using it underground for a long time, the surrounding area to be buried through the drain hole 27 The soil is soaked in with the drainage water and accumulated in the inner space 23 of the culvert drainage pipe to block the drainage space, and it also destroys the stiffness at the time of laying the soil by the outflow through the sewer drain 27. As a result, the phenomenon of lowering the strength of the culvert drainage pipe used in the conventional earth pressure.

In addition, as shown in Figure 3 to form the hollow sphere 21 while drilling the drain hole 27 in the upper layer surface 22 of the hollow sphere 21 in order to prevent the inflow of soil in the above-described drain hole 27 The culvert drainage pipe which provides a drainage hole 27 having a two-layer structure by drilling the drainage hole 27 on the inner side surface 25 is first filtered through the earth and sand from the drainage hole 27 formed on the upper layer surface 22. In order to solve the problem that the soil is accumulated in the inner space 23 of the culvert drainage pipe in the long term by filtering the soil in the secondary drain 27 formed in the side 25, which is the external pressure strength and hollow sphere ( 21) Because there is no reinforcement structure against degradation in the robustness, it is a product with many problems for long-term use due to construction in the ground.

Therefore, the present invention is to provide a product for reinforcing the sedimentability and external soil pressure of the soil in the above-mentioned drain hole 27, hollow hole 21 of the culvert drainage pipe provided as shown in Figures 4 and 5 In order to reduce the height of the two-sided wall 42 in two halves, the outer wall 32 is formed in the outer side in the bisected outward direction of the height of the hollow sphere 21 on the quasi-lateral side 22, while the side wall 31 is formed. In order to provide an culvert drainage pipe which is integrated with the upper side 22 by the fusion base 38 and perforated in the outer wall 32 in accordance with the drain port 27 of the joint table 26, The product for this embodiment is a cross section protruding from the upper side 22 and the inner side 25 and both side wall surface 42 constituting the hollow sphere 21, in order to provide a product for external pressure reinforcement Designed to form and provide (41), the earthenware hook in the role of the two-layer drain 27 (35) As to the reinforcing property, while providing the outer reinforcement to the earth pressure bisecting the coupling structure of the both side walls 42 and the side wall 31 Buried is designed to provide rigidity when used for long periods of time.

In addition, in the culvert drainage pipe that has been conventionally used in the present invention, the description of the first embodiment of the present invention using the recessed portion of the joining table 26 between the hollow spheres 21 is shown in Figs. 6 and 7 (a). As shown in FIG. 1, the integrally formed at the upper surface 22 of the hollow sphere 21 formed as a spiral winding and integrally formed as a fusion point 37 formed by bending at a predetermined interval in the direction of the junction 26 where the drain hole 27 is perforated. A culvert drainage pipe is formed by forming a convex portion 36 to perforate the drainage hole 40 in the convex portion 36, and the culvert drainage pipe provided at this time is perforated in the joining table 26 forming the inner surface 25. The structure of the two-layer structure of the drainage opening 27 and the drainage opening 40 perforated in the convex portion 36 is integrated at the upper side 22 while reinforcing the dustiness of the soil, which is the object of the present invention, and the fusion point 37 It is devised to provide a product that provides external pressure reinforcement in the structure of the convex portion 40 formed by the).

Here, as shown in FIG. 7 (b), in order to reconsider the drainage capacity of the culvert drainage pipe, the opening rate must be increased, and the long drainage port 27 'and the convex part 36 are spiraled to the joint 26. It is designed to form and provide a long drainage opening 40 'for extending the space of the drain while forming in this direction.

And, in the culvert drainage pipe perforated in the drainage port 40 to the provided convex portion 40, the devised to provide external pressure reinforcement and robustness, as shown in Figure 8 and 9 in the hollow sphere 21 The cross section formed by protruding from the upper side 22 and the inner side 25 and both side wall 42 forming the hollow sphere 21 is devised to provide a + support (41).

In addition, as a description of the second embodiment of the present invention, an embodiment of the convex portion 40 formed by the bilateral dividing side wall 42 and the melting point 37 described above is shown in Figs. As described above, the outer wall 32 is formed at a height equal to two of the hollow spheres 21 in the outward direction on the upper side 22 of the both side wall surfaces 42 in the hollow sphere 21 formed with the spiral winding while lowering it into two portions. While maintaining a constant interval while bending to the upper surface 22 to be formed integrally with the fusion point 37, two-layer structure in accordance with the drain hole 27 perforated in the joint 26 to connect the inner surface 25 Designed by drilling the furnace drain hole 35 in the outer wall 32, in order to reinforce the rigidity of the hollow hole 21 in the culvert drainage pipe provided here hollow in the hollow hole 21 as shown in FIG. The cross section formed by protruding from the upper surface 22, the inner surface 25 and the two side wall 42 forming the sphere 21 is + Designed to provide a zone (41), the fusion point integral to the upper side 22 by bending at the outer wall 32 of the bisected bilateral side wall surface and the bisected hollow sphere 21 height of the purpose of the present invention ( The external pressure reinforcement is provided in the role of 37, and the drain hole 35 drilled on the outer wall 32 in the outward direction at the same position as the drain hole 27 drilled on the joint table 26 connecting with the inner surface 25. In case of long-term use of underground buried in the role of, it is devised to provide a product that is provided to be safely used for a long time by the second action of sediment flow through the drain.

The present invention is constructed to be useful for highways, civil works, playgrounds, etc. by constructing a conventional culvert drainage pipe to reinforce external soil pressure while preventing the inflow of soil in the inner space while promoting the drainage to the inner space. It is devised.

Claims (4)

The hollow sphere 21 composed of the upper side 22, the inner side 25 and the both side wall 42 is formed in a spiral winding, and the drainage 27 is integrally formed on the inner side 25 with the joining plate 26 perforated. In the old culvert drainage pipe, the fusion zone is formed on the upper side surface 22 having the two side walls 42 lowered in two, and the side walls 31 formed at the height of two parts of the hollow sphere 21 in the outward direction. 38. A culvert drainage pipe for roads formed by forming an outer wall 32 integral with each other and having a drainage hole 35 formed in the outer wall 32. The convex portion 36 is formed at the splicing portion 26 at the splicing portion 26 at the convex portion 36 while being integral with the upper surface 22 of the hollow sphere 21. Road culvert drainage pipe consisting of 40 ' According to claim 1, the outer wall 32 is intermittently bent at the height of the hollow sphere 21 divided into two at the upper side 22 of the hollow sphere 21 lowered in two portions to the upper side 22 as the fusion point 37. ) To form a unitary outer wall 32, but the culvert drainage pipe for the road constructed by drilling the drain hole 35 in the outer wall (32). The culvert drainage pipe for roads of Claim 1 to 3 which consists of the + support part 41 which protrudes from the upper side 22, the both side wall 42, and the inner side wall 25 in the hollow sphere 21.