KR20130140238A

KR20130140238A - Method of paving road using dyke

Info

Publication number: KR20130140238A
Application number: KR1020120063430A
Authority: KR
Inventors: 최용규
Original assignee: 현대중공업 주식회사
Priority date: 2012-06-14
Filing date: 2012-06-14
Publication date: 2013-12-24

Abstract

The present invention relates to a road paving method using a dyke collecting gutter and has its purpose to provide a road paving method using a dyke collecting gutter which is capable of smoothly discharging rainwater collected on a road shoulder before paving the road shoulder when a road is paved according to the installation of a dyke. The road paving method using a dyke collecting gutter comprises: a roadbed and pavement construction step; a dyke collecting gutter construction step for constructing a dyke and a dyke collecting gutter having a reference hole on the wall of the dyke; a lane construction step for constructing lane pavement; a road shoulder arranging step for discharging water collected on the road shoulder and rainwater flowing along the road shoulder through the reference hole into the dyke collecting gutter after the lane construction step; and a road shoulder construction step for locating a position that is 0-15 Cm from the upper end of the reference hole as a construction reference point and constructing road shoulder pavement for connecting the lane pavement to the construction reference point after the road shoulder arranging step; and therefore, is capable of discharging rainwater flowing along the road shoulder or water collected on the road through the reference hole into a road ditch.

Description

Method for paving road using dyke collection {Method of paving road using dyke}

The present invention relates to a pavement construction method using the collection of the dyke, and after the construction of the main pavement of the road, before the construction of the road pavement, the excellent flow to the shoulder part generated by the rainy season through the collection of the dike to the drainage side of the road The present invention relates to a pavement construction method using dyke collection that can prevent scour and loss of earthwork by draining.

In general, the road pavement is a pavement body made of impermeable asphalt concrete or cement concrete, and the dike is installed as a drainage system for draining water at both edge regions of the main package body spaced apart from the main pavement body. The padding is done between and Dyke.

That is, the dike is installed at a boundary point between a sidewalk and a driveway to determine the division of the road so that the pedestrian and the vehicle can be safely protected. The dike is to be grounded before the construction of the auxiliary base of the main package. After placing wood on the left and right of the position, base concrete is placed in between, and when the base concrete is hardened to a certain degree of strength, the dike is placed on it, and then additional concrete is added on the left and right sides of the dike and the base concrete. By reinforcing and releasing the wood, it is constructed so that the dyke is located at a certain height from the ground.

After the dike is constructed as described above, when the main ship auxiliary base and the concrete base are constructed to complete the construction of the main package, the outdoor packing is made on the shoulder between the main package and the dike.

Conventionally, when the rainy season comes after the construction of the dike and the main package and before the construction of the outdoor package, the road surface is dense before pavement. All of them are concentrated on the shoulder, and the rainwater concentrated on the shoulder due to the height difference between the main package and the dyke located on both sides of the shoulder is not led to the raceway, but it forms one storm flow in the shoulder. Will generate a flow.

However, in the conventional construction method, the rainwater flowing after the pavement or along the main pavement and the pavement is discharged through the raceway. Could not be derived. That is, when rainwater flows from the hillside, the rainwater flowing along the hillside is concentrated in the weak spots, causing scour and loss of the earthworking surface. There were various problems such as weakening the fill part itself.

Korean Laid-Open Patent Publication No. 10-2004-0050361 (2004.06.16)

An object of the present invention is to provide a road pavement construction method using the collection of the dyke collection can be smoothly discharged to the raceway in the rain prior to the construction of the pavement, when the road paving according to the installation of the dyke.

The present invention is a furnace body and roadbed construction step, a dike construction step for constructing a dike collection, the base hole is formed in the dike and the wall, a mainline construction step for constructing the main body package, and after the mainline construction step, The main clearing step of draining water or rainwater flowing along the road through the reference hole to the collection of dikes, and after the clearing step, 0-15 cm from the top of the reference hole as the construction reference point. It includes the stage of construction of the paving body to connect from the package to the construction reference point at the top of the reference hole, and before the construction stage, the rainwater and the deceased water flowing in the shoulder part are drained to the raceway through the reference hole. .

According to the present invention, a reference hole is formed in the collection wall of the dyke to lead to the collection of the dike, and even if the rainwater is concentrated in the pretreatment before the construction of the package, the dike is collected through the reference hole serving as a guide drain. The flow of furnace rainwater is generated, and the rainwater in the shoulder part is smoothly drained to the raceway through the collection of dykes.

In the present invention, when the construction of the dog package, the construction of the dog package using the reference hole formed in the collection wall of the dyke as a construction reference point, it is possible to construct the dog package by making the inclination angle uniform and drainage of the road through this It can improve performance.

In the present invention, because the rainwater in the shoulder part is smoothly discharged to the raceway through the collection of dykes, the flow of rainwater does not occur in the shoulder part, and thus, the loss and scour of the road fill part during the rainy season do not occur, There are many effects such as to improve the quality of civil construction by suppressing.

1 is a construction example showing the configuration according to the present invention (notch packaging before construction)
Figure 2 is an exemplary view showing a road paving construction state according to the present invention
Figure 3 is an exemplary view showing the drainage process of the excellent rain in accordance with the present invention

1 is a construction example showing the configuration according to the present invention (notch paving body construction), Figure 2 is an exemplary view showing a road paving construction state according to the present invention, Figure 3 of the excellent road part according to the present invention As an exemplary view showing a drainage process, the present invention provides a dike construction step of constructing a dike collection step 20 including a dike 10 and a reference hole 21 in a dike 10 and a wall; After the main ship construction step and the main ship construction step to construct the main ship packaging body 30, water accumulated in the road unit 40 or rainwater flowing along the road unit to the dike collection 20 through the reference hole 21. After the cleanup step and the cleanup step, 0-15 cm from the top of the reference hole 21 is used as the construction reference point 51 from the main package 30 to the top of the reference hole 21. Construction of the dog package 50 to connect to the construction reference point (51) of the It made, including the type, adapted to be drained to the raceway (60) before nogyeon construction phase, and is excellent in standing water flowing in the nogyeon unit 40 through the reference hole 21.

The hearth and hearth construction step is to compact the hearth, and by laying the soil to a thickness of about 1 m to compact the hearth.

The dike construction step is a step of installing the dike 10 and the dike collection 20 to collect the water flowing through the dike and discharge out of the line through the filling part raceway, the construction to face the shoulder 40 A dike collection 20 having a reference hole 21 formed in one wall 22 to be disposed is installed between the dikes 10. At this time, the dike collection 20 is installed so that the lower portion of the reference hole 21 is in contact with the ground surface 41 of the shoulder part (40).

As shown in FIG. 3, the dike collection 20 may be provided with a dike collection of various shapes, such as a T-type dike collection 20a or an L-type dike collection 20b, and a roadside part 40. The reference hole 21 in communication with the raceway 60 is formed in one wall 22 facing the.

FIG. 3A illustrates a configuration in which an L-type dike collector 20b is installed, and FIG. 3B illustrates a configuration in which a T-type dike collector 20a is installed, and an arrow indicates a flow of rainwater. It is.

The reference hole 21 may be formed in a circular, elliptical, slit shape and polygonal shape such as square, pentagon, hexagon, etc., but is not limited to a specific shape. In addition, in the reference hole 21, a separate drain pipe 23, such as a PVC pipe, may be further installed integrally with the Dike collection 20, such a drain pipe 23 to collect the rainwater more quickly Induce drainage.

The main ship construction step is a step for construction of the main ship packaging body 30, and after dike construction, the main ship subsidiary construction, the main ship lean concrete base construction, and the main ship concrete surface construction, the main ship packaging body.

The cleanup step is to remove the rainwater flowing along the water or the head portion 40 accumulated in the shoulder part 40, before the construction of the shoulder bag 50, to prevent scour phenomenon and settlement of the fill part, In order to improve the bearing capacity of the sieve 50, the rainwater in the shoulder 40 is collected and discharged into the reference hole 21 formed in one wall 22 of the dike collection 20. The rainwater discharged through the reference hole 21 is drained to the raceway 60 through the dike collection 20.

The dog construction step is a step of constructing the dog packaging body 50 in the dog body part 40, the dog body part 40 which is located between the main body package 30 and the dike 10 and the dyke collection (20) Construct the dog package 50 in contact with the dike or the dike collection using a construction reference point 51 of about 0-15 cm from the top of the reference hole 21 formed in the dike collection. The height of the dog packaging 50 is to be made constant to construct the dog packaging.

That is, the present invention is to set the construction reference point of the dog package using the reference hole formed in the collection of dyke, not only facilitates the construction of the dog package, but also the constructed dog package from the main package Since the construction is provided with a predetermined downward inclination angle up to the dike, a road pavement body having smooth road drainage is constructed.

In addition, it is preferable that the dog package is constructed with a dog package with the upper 10 cm point as a construction reference point based on the upper end of the reference hole, and by the construction of such a dog package 50, the standard for collecting the dyke The hole 21 is to be closed.

In addition, the construction reference point 51 may be set by the operator to display the dyke collection wall, or may be integrally formed when forming the dyke collection.

It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined in the appended claims and their equivalents. Of course, such modifications are within the scope of the claims.

10: Dyke 20: Dyke Collection
(21): reference hole (22): wall
(23): Drainage pipe (30): Main ship packaging
(40): shoulder part (50): shoulder packaging
(51): Construction reference point (60): Raceway

Claims

Roadbed and roadbed construction steps;
A dike construction step of constructing a dike collection unit having a reference hole formed on a dike and a wall;
A main stage construction step of constructing the main ship packaging body, and a rearranging step of draining the water accumulated in the head part or the rainwater flowing along the head part to the Dike collection through the reference hole after the main part construction step;
After the cleanup stage, the construction includes the construction of the reference point (Construction reference point), and the construction step for the construction of the dog package to connect from the main package to the construction reference point;
Before pavement construction step, road pavement construction method using the collection of dyke collection, characterized in that the rainwater and sewage water flowing in the shoulder part is drained to the raceway through the reference hole.

The method of claim 1,
Dyke collection is a pavement construction method using the collection of dikes, characterized in that the lower end of the reference hole is installed so as to contact the ground surface of the shoulder.

The method of claim 1,
Road pavement construction method using the dyke collection, characterized in that the drainage pipe is further installed integrally with the dyke collection in the standard hole.

The method of claim 1,
The construction reference point is a road pavement construction method using a dike collection, characterized in that it is set to be located within the point of 0-15 cm from the top of the reference hole formed in the dike collection.