KR20170060315A

KR20170060315A - Gutter Structure

Info

Publication number: KR20170060315A
Application number: KR1020150164587A
Authority: KR
Inventors: 신재철; 김병일
Original assignee: 주식회사 동성엔지니어링; 주식회사 빈텍코리아
Priority date: 2015-11-24
Filing date: 2015-11-24
Publication date: 2017-06-01

Abstract

A pointing structure provided between a sidewalk and a roadway is disclosed, wherein the sidewall structure of the present invention has a main drainage portion having a main drainage path formed therein, and a flat drainage portion adjacent to the main drainage portion, And a flat water collecting part in which a drainage channel is formed, and a blocking wall protruding upwardly to block movement of at least a part of the nonpoint pollution material may be formed between the auxiliary drainage channel and the main drainage channel.

Description

[0001]

The present invention relates to a pointing structure having a complex function.

In the roadway on which the vehicle is traveling, a sidewall is installed along the roadway on the side of the roadway for draining the rainwater (excellent) in the rain. At this time, the rainwater flowing into the sidewall is collected by the collection of the sludge collected at regular intervals and discharged to the pumping passage. On the other hand, a boundary block is installed to clarify the boundary between the road and the sidewalk and to secure the traffic.

Thus, at the boundary between the sidewalks and the roadway, the sidewall and boundary block are generally constructed separately. Specifically, when constructing the road including the roadway, the road surface and the boundary block are constructed according to a separate process, and then the road surface pavement and the sidewalk block are constructed.

On the other hand, in recent years, the development of a structure that integrates a boundary block and a boundary block is being developed. However, only the integrated structure of the simple connection level which performs the role of the rainwater drainage function and the road boundary block together is introduced, and the rainwater drainage function and the non-point pollution reduction function are combined in a harmonious manner, Development of an integrated structure is a rather uncomfortable situation.

The background technology of the present application is disclosed in Korean Patent Publication No. 2012-0097848.

SUMMARY OF THE INVENTION It is an object of the present invention to provide an integrated structure having an integrated structure which is capable of performing a rainwater drainage function and a nonpoint pollution abatement function in a harmoniously combined manner while maintaining maintenance.

According to an aspect of the present invention, there is provided a pointing structure comprising: a main drainage unit having a main drainage path formed therein; And a flat collecting section adjacent to the main drainage section and having a flat collecting section through an upper surface opening and forming an auxiliary drainage path therein, and at least a part of the nonpointy pollution material is moved between the auxiliary drainage path and the main drainage passage A blocking wall protruding upward can be formed.

The above-described task solution is merely exemplary and should not be construed as limiting the present disclosure. In addition to the exemplary embodiments described above, there may be additional embodiments in the drawings and the detailed description of the invention.

According to the above-mentioned problem solving means of the present invention, the main draining passage and the auxiliary drainage passage are partitioned through the blocking wall having the predetermined height, the primary drainage is performed by the auxiliary drainage passage, and the main drainage is formed by the main drainage passage, Non-point pollutants, which are abundant in the wells (especially the initial good) collected through the geodetic structure, can be filtered out from entering the main drain. In addition, since the auxiliary draining passage has an upper opening for collecting the flat surface, the non-moving contaminant accumulated on the auxiliary draining passage as described above can be easily removed through the upper opening, which is advantageous in maintenance.

Further, according to the task solution of the present invention, the cross section, the boundary block, the drain can be integrally provided through the single cross member structure, and the workability and the economical efficiency can be secured. Particularly, since the integral type pointing structure can be constructed in a factory in advance and assembled in the field, the air can be further shortened.

BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a schematic perspective view of a pointing structure according to one embodiment of the present application.
Fig. 2 is a cross-sectional view taken along the "B" direction of the socket assembly shown in Fig.
FIG. 3 is a schematic perspective view showing an embodiment in which a blocking member is added to the auxiliary drainage path of the plugging structure of FIG. 1;
FIGS. 4 and 5 are schematic perspective views illustrating another embodiment of the pointing structure according to an embodiment of the present invention. FIG.
Fig. 6 is a cross-sectional view taken along the "B" direction of the socket assembly shown in Fig.

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art can easily carry out the present invention. It should be understood, however, that the present invention may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. In the drawings, the same reference numbers are used throughout the specification to refer to the same or like parts.

Throughout this specification, when a part is referred to as being "connected" to another part, it is not limited to a case where it is "directly connected" but also includes the case where it is "electrically connected" do.

It will be appreciated that throughout the specification it will be understood that when a member is located on another member "top", "top", "under", "bottom" But also the case where there is another member between the two members as well as the case where they are in contact with each other.

Throughout this specification, when an element is referred to as "including " an element, it is understood that the element may include other elements as well, without departing from the other elements unless specifically stated otherwise.

Hereinafter, a pointing structure according to an embodiment of the present invention (hereinafter referred to as a 'pointing structure') will be described.

The present invention relates to a pointing structure having an integrated composite structure in which rainfall drainage function, non-point pollution reduction function, and function as a boundary block between a sidewalk and a roadway can be implemented in harmony. For reference, the integral type is preferably understood to include the concept of assembling a plurality of blocks to form a unified body.

FIG. 1 is a schematic perspective view of a pointing structure according to one embodiment of the present application, and FIG. 2 is a sectional view cut along the direction of "B" of the pointing structure shown in FIG.

The pointing structure is a pointing structure 100 that can be installed between the sidewalk 200 and the roadway 300 and includes a main drainage unit 110 and a planar collecting unit 120.

The main body structure 100 can be preliminarily manufactured in a block form at a factory. Illustratively, the POS structure 100 may be a block of reinforced concrete material, but is not limited thereto. For example, the POS structure 100 may be made of a metal such as cast iron or a concrete material combined with reinforcing materials other than reinforcing steel. As another example, the termini structure 100 may be made of FRP (Fiber Reinforced Plastic) material. The main drainage section 110 and the planar dust collecting section 120 are preferably designed in consideration of loads (such as vehicle loads, crowd loads of sidewalks, etc.) that can be applied to the sidewalks of roads or bridges .

The width of the main drainage part 110 may be 200 mm to 400 mm in the lateral direction, and the width of the flattened water collecting part 120 in the lateral direction may be 200 mm to 400 mm, , But can be adjusted to be further expanded or reduced as needed. In addition, although the lengthwise constructions 100 can be manufactured in the form of a unit block having a length in the longitudinal direction of about 1 m to about 4 m, But the present invention is not limited thereto, and the design can be changed as needed.

The main drainage unit 110 has a main drainage path 111 formed therein.

Referring to FIG. 1, the main drainage passage 111 may be formed in the form of a hollow portion extending along the longitudinal direction (the "A" direction) as a main path for draining rainwater collected from the driveway and the sidewalk. 2 and 5, the main drainage unit 110 may be disposed adjacent to the sidewalk 200 among the sidewalk 200 and the roadway 300. [

For reference, the "A" direction may mean the longitudinal direction of a road or a bridge on which the present position meter 100 is disposed. The "B" direction may mean a road or a lateral direction of a bridge on which the present POS structure 100 is disposed.

The flat collecting unit 120 is adjacent to the main draining unit 110 and has a structure in which flat collecting is performed through the top opening 120a and an auxiliary draining passage 121 is formed therein.

Referring to FIG. 1, the auxiliary drain 121 may be a path formed in parallel with the main drain 111 adjacent to the main drain 111 in the lateral direction ("B" direction). Referring to FIG. 2, the planar collecting part 120 may be disposed adjacent to the roadway 300 between the sidewalk 200 and the roadway 300. In addition, the upper opening 120a may be formed with a steel grating 122 disposed therein, and the structure of the steel grating is obvious to a person skilled in the art, so that a detailed description thereof will be omitted.

Between the auxiliary draining passage 121 and the main drainage passage 111, a blocking wall 130 protruding upward to block movement of at least a part of the non-point contaminants is formed.

Referring to FIGS. 1 and 2, the barrier wall 130 may have a predetermined height h1. At least a portion of the nonpoint pollutants are filtered in a manner sinking below the upper end 131 of the blocking wall 130 having a predetermined height h1 so that the movement from the auxiliary drain 121 to the main drain 111 Can be blocked.

Referring to FIG. 2, when the rain on the road surface 300 flows along the gradients of the road surface to the flat water collecting part 120 during a rainy day, the rain water is discharged through the steel grating 122 provided in the upper surface opening part 120a, The planar aggregate to the surface 121 is formed. When the rainfall continues for a predetermined time or longer, the level of the rainwater collected in the auxiliary drainage path 121 gradually increases. A part of the rainwater on the auxiliary drainage path 121 passes over the upper side of the blocking wall 130 to the main drainage passage 111 and flows into the main drainage passage 111, And the drainage is performed through the drain pipe. At this time, the material having a density higher than that of the non-point pollutant, such as large sand, gravel, metals, etc., does not float above the blocking wall 130 and is set down below the upper end of the blocking wall 130, 111) is blocked and remains in the auxiliary drainage path (121).

In addition, blocking wall 130 may comprise a porous member. Although not shown in the drawings, the barrier wall 130 may illustratively include a mesh member. By providing the blocking wall 130 through the porous member as described above, it is possible to facilitate the movement of the rainwater from the auxiliary drainage passage 121 to the main drainage passage 111, and to have a diameter larger than the hole diameter of the porous member in the non- Filtering for materials can also be facilitated.

In this way, the main drainage passage 111 and the auxiliary drainage passage 121 are partitioned through the blocking wall 130 having a predetermined height, and the primary drainage is performed by the auxiliary drainage passage 121, 111), it is possible to filter out substances having a high density or a high specific gravity among the non-point pollutants contained in a large amount in the initial rainwater collecting through the present constellation to prevent them from entering into the main drain. Since the auxiliary drainage path 121 has the upper surface opening 120a for collecting the flat surface, the non-pointed contaminants accumulated on the auxiliary drainage path 121 as described above can be easily removed through the upper surface opening 120a , And has advantages in terms of maintenance.

3 is a schematic perspective view showing an embodiment in which a blocking member is added to the auxiliary drainage path of the pointing structure of FIG.

Referring to FIG. 3, the auxiliary drainage path 121 is provided with a blocking member 121 along the lateral direction (the "B" direction) so as to prevent undesirable movement of accumulated non- (135) can be extended. More specifically, the blocking member 135 is configured to extend in the transverse direction (the "B" direction) perpendicular to the blocking wall 130 while the blocking wall 130 extends in the longitudinal direction As shown in Fig. Referring to FIG. 3, the blocking member 135 may be provided at the same or similar height as the blocking wall 130, but is not limited thereto.

When the blocking member 135 is provided as described above, many of the non-point pollutants remaining in the auxiliary drainage path 121 flow along with the rainwater, are moved in the longitudinal direction, and accumulate in the vicinity of the wall surface of the blocking member 135 . The blocking member 135 is disposed in the vicinity of the blocking member 135 through the upper surface opening 120a so as to facilitate maintenance (removal operation) of the non-point pollutant accumulated in the vicinity of the blocking member 135. [ It is preferable to be provided at a position where the accumulated non-point pollutant can be easily removed.

1 and 2, the main drainage unit 110 may include a stepped portion 112 protruding upward from the planar collecting portion 120. Since the step portion 112 can serve as a boundary block between the sidewalk 200 and the roadway 300, if the only the sidewall structure 100 is installed, it is unnecessary to install the boundary block separately, The construction process can be integrated and the air can be shortened. Illustratively, the top surface of the step portion 112 may be provided as a step-difference boundary block, having a surface of high roughness such as an irregular surface. Also, the step portion 112 can be manufactured integrally with the portion forming the lower main drainage passage 111, but the present invention is not limited thereto. For example, the stepped portion 112 may be provided separately from the portion forming the lower main drainage passage 111, and may be provided on the portion forming the main drainage passage 111.

1 and 2, a side catch 110a for directly introducing the rainwater into the main drainage passage 111 without passing through the auxiliary drainage passage 121 is formed in the side surface of the step portion 112 toward the flat catching portion 120, Can be formed. As shown in FIG. 1, a plurality of side catches 110a may be formed at intervals along the road longitudinal direction.

Most of the rainwater flowing into the flat collecting section 120 is mainly flowing from the roadway 300 side. Since the upper surface opening 120a is located closer to the car 300 than the side catches 110a, most of the rainwater flowing from the car 300 side reaches the upper surface opening 120a rather than the side catches 110a . That is, most of the initial rainfall during rainstorming enters the auxiliary drainage path 121 through the top opening 120a, so that non-pointed contaminants, which are generally contained in the initial rainwater, are filtered through the blocking wall 130. [ When the amount of precipitation is continuously increased, the amount of fine flow that flows on the piping structure is increased, and thus the storm that can not flow through the upper opening 120a flows directly into the main drainage passage 111 through the side catching hole 110a Can be achieved.

In this way, the initial rainwater containing a large amount of non-point pollutants can be introduced into the auxiliary water drainage line 121 to be filtered by the barrier wall 30, and the initial rainwater can be directly introduced into the main drainage channel 111 It is possible to efficiently maximize both the drainage function and the non-point pollution abatement function.

In addition, the collectable level through the side catches 110a may be higher than the level at which the flat catches are made through the top openings 120a. 2, the lower end of the side catch 110a may be formed to have a height (h2) higher than the height (level) at which the upper surface opening 120a is formed. Through such a level difference (height difference), it is possible to more clearly induce the initial storm containing a large amount of non-point pollutants to be first introduced into the auxiliary drain 121 rather than the side catch 110a.

In the step portion 112, a connecting hole 112a or a connecting groove 112a may be formed in the longitudinal direction above the side catches 110a. Referring to FIG. 1, two adjacent aperture structures in the longitudinal direction (the "A" direction) can be interconnected through a coupling member 112b inserted into the coupling hole 112a or the coupling groove 112a. That is, the POS structure can be manufactured and transported to the site at the factory, and then assembled and assembled through assembly through the connecting member 112b. The connecting member 112b may be a pipe made of a synthetic resin material or a steel pipe, but the present invention is not limited thereto. Various structures known to those skilled in the art of construction can be used as connecting members.

4 and 5 are schematic perspective views showing another embodiment of the pointing structure according to one embodiment of the present invention, and FIG. 6 is a sectional view showing the pointing structure shown in FIG. 5 along the "B" direction.

For example, the pointing structure shown in Figs. 1 to 3 may be applied to a road or a bridge as a basic type of pointing structure. 4 is an extension type pointing structure in which the drainage capacity of the main drainage channel 111 is increased in the vertical direction (depth direction), and can be applied mainly to the roads. 5 and 6 are provided with an extension type zipper structure structure in which the width of the main discharge channel 111 is extended toward the sidewalk 200 to increase the drainage capacity of the main discharge channel 111 in the width direction Which can be applied mainly to roads. However, in the case of the pointing structure shown in FIGS. 5 and 6, if the structures of the through holes 111a and 121a and the pipe tube 140 are omitted, applicability to the bridge can be sufficiently secured.

Referring to FIGS. 1 to 6 together, a fixing anchor 150 protruding downward may be formed on the lower surface of at least one of the main drainage unit 110 and the flat collecting unit 120. Referring to the drawings, the fixing anchor 150 may be provided in a wedge shape extending in a downward direction. When the main drainage section 110 or the flat catch section 120 is made of a concrete material, the fixing anchor 150 may be a metal material or a synthetic resin material which is inserted and fixed on the lower surface thereof, no.

For example, when the pointing structure shown in Figs. 1 to 3 is applied to a bridge, a predetermined thickness of abandoned concrete is laid on the bridge upper deck, and the anchor for fixing 150 is embedded in the abandoned concrete The arrangement of the support structure can be achieved in such a manner that the support structure is placed on the abandoned concrete. As another example, when the pointing structure shown in FIG. 4 is applied to a road, a predetermined thickness of abandoned concrete is laid on the ground, and the pointing structure is placed on the abandoned concrete such that the anchor for fixing 150 is embedded in the abandoned concrete The positioning of the support structure can be achieved. As another example, when the pointing structure shown in Figs. 5 and 6 is applied to a road, since discharge through the through holes 111a and 121a and secondary filtering of non-point pollutants must be performed, Sand having a water permeability, crushed stone, etc. may be disposed. Even in this case, the arrangement of the support structure can be achieved in such a manner that the support structure is seated such that the anchor for fixing 150 is embedded between the crushed stone and the sand.

A side surface collecting port 120b communicating with the auxiliary drainage path 121 may be formed on a side surface of the flat collecting part 120 facing the roadway 300. [ In the case where the roadway 300 has a water permeable package, such as a pitcher asphalt pavement, the rainwater flowing through the inside of the water-absorbent pavement may be collected into the auxiliary drainage path 121 through the auxiliary side catches 120b .

5 and 6, at least one of the main drain passage 111 and the auxiliary drain passage 121 is provided with a plurality of through holes (not shown) communicating with the lower side ground layer so that at least a part of the non- 111a, and 121a may be formed. Specifically, at least a part of the storm water flowing along the main drainage passage 111 or the auxiliary drainage passage 121 is discharged to the lower side ground layer through the through holes 111a and 121a, and the non- Can be. For example, the lower side ground layer, which is in contact with the lower surface of the PI structure 100, may be provided in such a form that a sand layer, a crushed stone layer, etc. are laminated to secure predetermined water permeability. And will not be described in more detail because it is obvious to the technician.

That is, according to the present invention, the non-point pollutants are primarily filtered through the blocking wall 130 formed between the main drain lines 111 by the auxiliary drain 121, and the remaining non- The contaminants can be secondarily filtered.

Referring to FIG. 6, the POS structure 100 may include a plurality of holes 140a formed in the upper portion thereof and a pipe 140 disposed in the lower ground layer. When the fluid is injected through the end of the tube 140, the injected fluid is ejected through the plurality of holes 140a toward the plurality of through holes 111a and 121a, At least a part of the non-point pollutants accumulated between the first and second drain pipes 111a and 121a and the oil pipe 140 may be discharged to at least one of the main drain pipe 111 and the auxiliary drain pipe 121.

As described above, according to the present invention, the non-point pollutants are gradually accumulated in the lower ground layer through the filtering by the through holes 111a and 121a, so that the water permeability is lowered, Lt; / RTI >

5 and 6, in the case of an extension type stowage structure in which the width of the main drainage passage 111 is extended toward the sidewalk 200 side to increase the drainage capacity of the main drainage passage 111 in the width direction (transverse direction) 5 and 6, the upper surface rods 111b may be formed so as to collect water up to the inflows from the sidewalks 200. [

INDUSTRIAL APPLICABILITY As described above, according to the present invention, it is possible to provide a one-piece type pointing structure having a boundary function of a sidewalk and a roadway, a drainage function of a road surface, a flood runout reduction function, Accordingly, a plurality of construction processes, such as the use of a separate die casting formwork, the lower section connection pipe construction, and the installation of a non-point pollution abatement facility, can be integrally performed as a single process, The workability and economy can be secured.

Particularly, in the conventional non-point pollution abatement facility installed on the road, most of the facilities utilizing the lower abdomen of the L-shaped section have difficulty in securing the treatment capacity. However, according to the present invention, A sufficient margin can be secured for securing the processing capacity.

It will be understood by those of ordinary skill in the art that the foregoing description of the embodiments is for illustrative purposes and that those skilled in the art can easily modify the invention without departing from the spirit or essential characteristics thereof. It is therefore to be understood that the above-described embodiments are illustrative in all aspects and not restrictive. For example, each component described as a single entity may be distributed and implemented, and components described as being distributed may also be implemented in a combined form.

The scope of the present invention is defined by the appended claims rather than the detailed description, and all changes or modifications derived from the meaning and scope of the claims and their equivalents should be construed as being included within the scope of the present invention.

100:
110: Main drainage part
110a: side sidewall
111: Main drainage
111a: Through hole
111b: upper surface through hole
112: stepped portion
112a: connection hole or connection groove
112b: connecting member
120:
120a:
120b: secondary side catch
121: Auxiliary drain
121a: Through hole
122: Steel grating
130:
131: top of blocking wall
135: blocking member
140:
140a: hole
150: Fixing anchor
200: Press
300: driveway

Claims

In a pointing structure provided between a sidewalk and a roadway,
A main drainage part having a main drainage path formed therein; And
And a flat collecting portion adjacent to the main drainage portion, wherein a flat collecting portion is formed through an upper surface opening portion and an auxiliary drainage passage is formed therein,
Wherein a blocking wall is formed between the auxiliary drain and the main drain to project upwardly to block movement of at least a portion of the non-point pollutant.

The method according to claim 1,
Wherein at least some of the nonpoint pollutants are filtered in a sinking manner below the top of the blocking wall to block movement from the auxiliary drain to the main drain.

The method according to claim 1,
Wherein the barrier wall comprises a porous member.

The method according to claim 1,
Wherein the main drainage portion includes a stepped portion protruding upward from the planar collecting portion,
Wherein a side catch is formed at a side of the stepped portion toward the flat catchment portion for directly introducing rainwater into the main drainage passage without passing through the auxiliary drainage passage.

5. The method of claim 4,
Wherein the collectable level through the side catches is higher than the level at which the flat catches are made through the top openings.

5. The method of claim 4,
In the stepped portion, a connecting hole or a connecting groove is formed on the upper side of the side catches along the longitudinal direction of the road or the bridge,
Wherein the two vertically adjacent pointing structures are interconnected through a connecting member inserted into the connecting hole or the connecting groove.

The method according to claim 1,
Wherein at least one bottom surface of at least one of the main drainage path and the auxiliary drainage path is formed with a plurality of through holes communicating with the lower side ground layer so that at least a part of the nonpoint source is filtered out.

The method according to claim 6,
Further comprising a plurality of holes formed in the upper portion and disposed in the lower ground layer,
Wherein when the fluid is injected through the end of the tube, the injected fluid is ejected to the plurality of through holes through the plurality of holes, and the non-point contaminant accumulated in the plurality of through holes or between the plurality of through holes and the tube Is discharged to at least one of the main drainage channel and the auxiliary drainage channel.

The method according to claim 1,
And a fixing anchor protruding downward is formed on a lower surface of at least one of the main drainage part and the flat water collecting part.

The method according to claim 1,
Wherein the planar collecting portion is disposed adjacent to the roadway in the sidewalk and the roadway,
And a side surface collecting port communicating with the auxiliary drainage path is formed on a side surface of the flat collecting portion facing the driveway.