KR102000106B1 - Waterproof wall of the basement structure - Google Patents

Abstract

According to an aspect of the present invention, there is provided an underground water wall structure comprising: a drain plate provided to be in contact with an underground floor; an inactive concrete drainage layer provided on the drainage plate to cover the drainage plate; An underground water outlet wall provided at an upper portion of the bottom wall and spaced a predetermined distance from the underground wall to protect the underground wall from runoff; and a waterproof wall provided at a portion where the underground water wall is in contact with the underground wall, And a waterproof layer for improving the waterproof performance between the waterproof layer and the waterproof layer.

Description

{Waterproof wall of the basement structure}

BACKGROUND OF THE INVENTION Field of the Invention [0001] The present invention relates to an underground water wall structure, and more particularly, to an underground water wall structure capable of prompt construction through modularization of members.

Generally, in an underground parking lot such as a building or an apartment, a water wall is installed to prevent the inflow of water flowing through the outside wall into the inside of the parking lot.

1, the watertight jaw 3 is protruded at a predetermined distance from the side wall 2 so as to form a drainage passage 4 so as to be connected to the side wall 2 of the underground parking lot, A plurality of bricks or blocks are stacked from the upper surface of the waterproof jaw 3 to the ceiling to block the space in which the drainage path is formed and the parking space. At this time, after the bricks or blocks are fixed to each other, the paint is painted so that the surface is smooth and waterproof and the appearance is good.

However, such a water wall 1 has a problem in that a large space is required so that many members necessary for construction, that is, a large number of members for blocks, plastering, waterproofing and paint painting, are loaded at positions close to the construction site.

In addition, the conventional waterproofing jaw 3 is disadvantageous in that the construction is very cumbersome and the construction period is delayed by the wet method, and it is difficult to secure a good construction quality.

SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and an object of the present invention is to provide an underground water wall structure capable of prompt construction through modularization of members.

The present invention provides an underground waterfront wall structure that can exhibit a waterproof jaw function by replacing a waterproof jaw.

According to another aspect of the present invention, there is provided an underground water wall structure including a drain plate provided to be in contact with an underground floor, an uninhabited concrete drainage layer provided on the drain plate to cover the drain plate, An underground water outlet wall provided at an upper portion of the bottom wall and spaced a predetermined distance from the underground wall to protect the underground wall from runoff; And a waterproof layer provided on the bottom wall to improve the waterproof performance between the floor material and the underground water wall.

The waterproof layer may be formed of any one of silicone, waterproof tape, adhesive, urethane, waterproofing agent, and water repellent agent.

A water pipe may be provided between the underground water wall and the underground wall so that water flowing in the upper layer is drained to the drain plate.

The underwater water receiving wall is provided to correspond to a subterranean wall surface. A beam support is provided between the adjacent panels to be coupled with the panel. The subterranean water wall is fixed to a subterranean wall surface and is coupled with the beam support, A support for supporting the beam support on the underground floor and the ceiling in association with the connection port; and a support member for supporting the beam support, And an upper ventilation plate located between the lower portion of the beam support and the lower portion of the panel for circulating air.

The beam support includes a first member that engages with the panel, a second member that is provided on one surface of the first member and engages with the coupling, and a third member that is provided on one surface of the second member, Member.

Wherein the first member includes a rear surface that abuts the second member, a front surface located forward of the rear surface, a spacing plate provided between the front surface and the rear surface to separate the front surface from the rear surface, And an insertion groove formed by the spacing plate and into which the one end of the panel is inserted can be formed.

The second member may include a main body coupled to the rear surface and formed in a polygonal shape, and an insertion port formed in the main body and into which the connection port is inserted.

The connection port may include a first connection part inserted into the insertion port and a second connection part provided at one end of the first connection part and coupled to the pedestal.

The second connection part may be provided with a coupling groove for allowing a part of the pedestal to be inserted and coupled.

The pedestal may have a horizontal member to be brought into contact with the underground floor or the ceiling, and a vertical member extending from the horizontal member to be inserted into the coupling groove to form a perpendicular with the horizontal member.

Wherein the perforated ventilation plate includes a bent plate provided between the pedestal on the underground floor and the lower portion of the panel and abutting on the second connecting portion and a plurality of piercing holes formed on the bent plate, Holes.

The fixing member may include a fixing plate fixed to the bottom wall surface and a coupling plate extending from the fixing plate toward the third member and engaging with the third member.

The upper molding may include a transverse member which is placed on the upper part of the panel and a longitudinal member which extends from the transverse member so as to be perpendicular to the transverse member and covers a part of the upper surface of the panel.

The panel may be any one of a waterproof gypsum CRC board, a magnesium board, a silicate cement board, a lightweight concrete panel, and an extrusion-molded cement panel.

According to the underground water wall structure according to the present invention, rapid construction can be achieved through modularization of members.

By providing the waterproof layer, the function of the waterproof jaw can be exhibited by replacing the waterproof jaw.

1 is a view showing a conventional water wall.
2 is a cross-sectional view illustrating an underground water wall structure according to an embodiment of the present invention;
3 is an exploded perspective view of the underground water wall shown in FIG. 2;
4 is a cross-sectional view of the beam support of the underground water wall shown in FIG. 2;
5 is a perspective view showing a connection port of the underground water wall shown in FIG. 2;
6 is an enlarged cross-sectional view showing portions A and B shown in Fig. 2;
FIG. 7 is a perspective view illustrating a vent hole of the underground water wall shown in FIG. 2; FIG.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, an underground water wall structure according to an embodiment of the present invention will be described in detail with reference to the accompanying drawings.

2 is a cross-sectional view illustrating an underground water wall structure according to an embodiment of the present invention.

2, an underground water wall structure according to an embodiment of the present invention includes an underground water wall 10, a water drainage board 20, an unfilled concrete floor layer 30, a floor material 40, and a waterproof layer 90 can do.

The drainage plate 20 is provided so as to face the underground floor 60, and the non-conductive concrete floor layer 30 and the flooring 40 may be sequentially stacked.

The underground water supply wall 10 is located at the upper part of the laminated floor material 40 and is provided at a distance from the underground wall 50 so as to protect the underground wall 50.

The waterproof layer 90 is provided at a portion where one end of the non-wet concrete floor layer 30 is in contact with the underground wall 50, . The waterproof layer 90 improves the waterproof performance between the floor material 40 and the underground water wall 10 so that water flows through the portion where the under water wall 10 and the floor material 40 meet, Can be prevented.

The waterproof layer 90 may be formed by a method such as coating with silicone caulking, a waterproof tape, or applying an adhesive, urethane, a waterproofing agent, or a water repellent.

A drain pipe (80) is provided between the underground water outlet wall (10) and the underground wall surface (50) so that water flowing in the upper drain can be drained to the drain plate (20).

Next, the underground water receiving wall 10 of the underground water wall structure according to the embodiment of the present invention will be described.

FIG. 3 is an exploded perspective view of the underground water wall shown in FIG. 2, and FIG. 4 is a sectional view showing a beam support of the underground water wall shown in FIG.

3 and 4, an underground water wall 10 of an underground water wall structure according to an embodiment of the present invention includes a panel 100, a beam support 200, a fixing member 300, a connector 400, A pedestal 500, an upper molding 600, and a ventilation ventilation plate 700.

The panel 100 is provided to correspond to the subterranean wall 50 in a state of being spaced from the subterranean wall 50 by a predetermined distance and is made of a waterproof gypsum CRC board, a magnesium board, a silicate cement board, a lightweight concrete panel, Any one of them can be used to exhibit flame retardancy, water resistance, fire resistance and sound insulation.

The beam support 200 is provided between a pair of neighboring panels 100 and serves to connect the panel 100 and the panel 100 to each other to form a plurality of panels 100 ) Can be integrated. Further, since the beam support 200 is provided between the plurality of the panels 100, the structural rigidity can be relatively improved, and the panel 100 can be provided more securely.

The beam support 200 includes a first member 210 coupled to the panel 100 and a second member 210 coupled to one side of the first member 210, And a third member 230 provided on one surface of the second member 220 and connected to the fixing member 300.

The first member 210 includes a rear surface 211 abutting the second member 220, a front surface 212 positioned in front of the rear surface 211, and a front surface 212 positioned between the front surface 212 and the rear surface 211 An insertion slot 214 formed by the rear face 211 and the front face 212 and the separation plate 213 may be provided. The rear surface 211, the front surface 212 and the spacing plate 213 are formed in a C shape and the size of the insertion groove 214 is equal to the thickness of the panel 100, And can be inserted tightly into the groove 214.

As described above, since the panel 100 is constructed by a joining method through insertion without using a separate member such as a piece or a nail, members necessary for the construction can be minimized, and the effect of reducing the construction cost and the working time can be exhibited have.

The length of the rear surface 211 or the front surface 212 may be variously set depending on the type of the construction site or the panel 100 .

The second member 220 may include a main body 221 coupled to the rear surface 211 of the first member 210 and formed in a polygonal shape and an insertion port 222 formed in the main body 221 . The main body 221 determines the overall shape of the second member 220 and can be deformed in shape or size according to the structural strength required for the beam support 200.

4, an inner wall 221a may be provided in the main body 221. The insertion port 222 may be divided into a plurality of portions by the inner wall 221a, and at the same time, The structural rigidity can be improved. The insertion port 222 is inserted into the insertion port 222 so that the beam support 200 and the coupling port 400 can be engaged with each other as the coupling port 400 is inserted. At this time, since it is constructed by a coupling method through insertion without using a separate member such as a piece or a nail, members necessary for the construction can be minimized, and the effect of reducing the construction cost and the working time can be exerted.

The third member 230 is protruded from the main body 221 of the second member 220 toward the bottom wall 50 and may be connected to the fixing member 300.

The fixing member 300 may include a fixing plate 310 fixed to the bottom wall 50 and an engaging plate 320 extending from the fixing plate 310 toward the third member 230. The fixing plate 310 may be fixed to the bottom wall 50 through a piece or a screw or the like and the coupling plate 320 may be connected to the third member 230 of the beam support 200 through bolts or the like .

The fixing member 300 fixed to the bottom wall 50 is connected to the beam support 200 so that the beam support 200 is fixed to the bottom wall 50 so that the beam support 200 The in-panel 100 and the connector 400 may also be secured to the underground wall 50. FIG.

Meanwhile, a side molding 800 for protecting one side of the panel 100 may be provided on one side of the panel 100 located at the end of the plurality of the panels 100. The side molding 800 is coupled with one side of the panel 100 to prevent one side of the panel 100 from directly contacting the subterranean wall 50 and to prevent the side of the panel 100 from contacting the subterranean wall 50, A gap can be prevented from being generated, so that a more robust construction can be achieved.

Hereinafter, the connector 400 will be described in more detail. In the following description, only different parts from the above-described embodiment will be described in detail and the same or similar parts will not be described in detail.

5 is a perspective view illustrating a connection port of the underground water wall shown in FIG.

2 to 5, an underground water receiving wall 10 of an underground water wall structure according to an embodiment of the present invention includes a panel 100 provided to correspond to a subterranean wall 50, A fixing member 300 fixed to the bottom wall 50 and coupled with the beam support 200 to fix the beam support 200 to the bottom wall 50, A coupling 400 coupled to the upper and lower ends of the beam support 200 and a pedestal 500 coupled to the coupling 400 to support the beam support 200 on the underground floor 60 and the ceiling 70, An upper molding 600 positioned between the upper part of the panel 100 and a pedestal 500 located at the upper part of the beam support 200 and a pedestal 500 positioned at the lower part of the beam support 200, And the air ventilation plate 700 is disposed between the lower portion of the air ventilation duct 700 and the air ventilation duct 700 to circulate the air.

The connection port 400 may include a first connection part 410 inserted into the insertion port 222 and a second connection part 420 provided at one end of the first connection part 410. The first connection part 410 is provided in the same shape as the cross-sectional shape and size of the insertion port 222 and can be completely inserted into the insertion port 222 without being exposed to the outside. The second connection part 420 is provided at one end of the first connection part 410 and can be coupled to the pedestal 500. The second connection part 420 is provided with a coupling groove 421 through which a part of the pedestal 500 is inserted so that the pedestal 500 can be connected to the connection port 400 through the fitting method.

The connector 400 located at the lower portion of the beam support 200 may have a longer length than the connector 400 located at the upper portion of the beam support 200. This is for securing an installation space for installing the perforated ventilation plate 700 to be described later on the lower part of the beam support 200.

Next, the pedestal 500, the upper molding 600, and the ventilation ventilation plate 700 will be described in more detail. In the following description, only different parts from the above-described embodiment will be described in detail and the same or similar parts will not be described in detail.

FIG. 6 is an enlarged sectional view showing parts A and B shown in FIG. 2, and FIG. 7 is a perspective view showing a ventilation ventilating plate of an underground water wall shown in FIG.

2 to 7, an underground water receiving wall 10 of an underground water wall structure according to an embodiment of the present invention includes a panel 100 provided to correspond to an underground wall 50, A fixing member 300 fixed to the bottom wall 50 and fixed to the bottom wall 50 by being coupled with the beam support 200 to fix the beam support 200 to the bottom wall 50, A coupling 400 coupled to the upper and lower ends of the beam support 200 and a pedestal 500 coupled to the coupling 400 to support the beam support 200 on the underground floor 60 and the ceiling 70 An upper molding 600 positioned between the upper part of the panel 100 and a pedestal 500 located at the upper part of the beam support 200 and a lower part 600 located at the lower part of the beam support 200, 100, and the air ventilation fan 700 is provided to circulate the air.

As described above, the pedestal 500 may be coupled with the connection port 400 to support the beam support 200 on the underground floor 60 and the ceiling 70. The pedestal 500 includes a horizontal member 510 to be brought into contact with the underground floor 60 or the ceiling 70 and an engagement groove 421 extending from the horizontal member 510 to be perpendicular to the horizontal member 510, (Not shown). The horizontal member 510 may be fixed to the underground floor 60 or the ceiling 70 via a piece or the like to improve the supporting force, as shown in FIG.

The vertical member 520 may be formed so that the length of the horizontal member 510 is longer than one end of the horizontal member 510 in the direction of the panel 100. This is because the position of the second member 220 coupled with the connection member 400 and the connection member 400 to be coupled to the vertical member 520 is different from the position of the panel 100 to be coupled with the first member 210, 100 to prevent the entire center of gravity of the underground water receiving wall 10 from leaning toward the panel 100. [

Meanwhile, the upper molding 600 may include a horizontal member 610 and a vertical member 620. The transverse member 610 is mounted on the upper part of the panel 100 and the transverse member 620 extends from the transverse member 610 to form a vertical direction with the transverse member 610, The upper surface of the front part of the front surface may be partially covered.

The upper mold 600 allows the contaminants or the like to penetrate the space between the underground wall 50 and the panel 100 through the upper part of the panel 100 or to prevent the contaminants from penetrating into the space between the connection 400 and the beam support 200 It is possible to prevent contact with the member 300. Here, since the upper molding 600 is constructed by a joining method through insertion without using a separate member such as a piece or a nail, members necessary for the construction can be minimized, and the effect of reducing the construction cost and the working time can be exhibited And can be easily detached and attached to the apparatus.

In addition, since the process such as painting or painting is not required, scattering of dust or odor that can be issued by the paint or paint painting process does not occur and the working environment of the construction site can be improved.

The perforated ventilation plate 700 is provided between the pedestal 500 on the underground floor 60 and the lower portion of the panel 100 and includes a bent plate 710 which is in contact with the second connection portion 420 of the connection port 400 And a plurality of perforation holes 720 formed in the bent plate 710. [

Since the perforated ventilation plate 700 is installed between the pedestal 500 on the underground floor 60 and the lower part of the panel 100 through a fitting method without using a separate member such as a piece or a nail, It is possible to minimize the construction cost and shorten the working time. Further, detachment is possible, and maintenance can be easily performed.

By the plurality of perforation holes 720 formed in the folding plate 710, the outside air is moved to the space between the subterranean wall surface 50 and the panel 100 or the space between the subterranean wall surface 50 and the panel 100 The air located in the space between the subterranean wall surface 50 and the panel 100 can be circulated. As a result, it is possible to exhibit an effect of preventing occurrence of mold due to temperature difference.

While the present invention has been described with reference to certain embodiments, it is to be understood that the invention is not limited to the disclosed embodiments. Those skilled in the art, who understands the spirit of the present invention, can readily suggest another embodiment by adding, changing, deleting, or adding elements within the scope of the same idea, but this is also within the spirit of the present invention something to do.

10: Underground water wall 20: Water pipe
30: Plain concrete plaster layer 40: Flooring
80: water pipe 90: waterproof layer
100: Panel 200: Beam support
300: fixing member 400:
500: pedestal 600: upper molding
700: Vacuum ventilation pipe

Claims (14)

A drain pan provided to be opposed to the underground floor,
An unfilled concrete floor layer provided on the drainage plate and covering the drainage plate,
A floor material provided on the fine mat layer to cover the non-wicked concrete fine mat layer,
An underground water receiving wall provided at an upper portion of the bottom material and spaced a predetermined distance from the underground wall to protect the underground wall from runoff,
And a waterproof layer provided at a portion where the underground water wall and the bottom material meet, and which improves the waterproof performance between the bottom material and the underground water wall,
Wherein the waterproof layer is formed of one of silicone, a waterproof tape, an adhesive, a urethane, a waterproofing agent, and a water repellent agent,
A water pipe is provided between the underground water wall and the underground wall to drain water flowing from the upper layer to the drain pan,
The underwater water receiving wall is provided to correspond to a subterranean wall surface. A beam support is provided between the adjacent panels to be coupled with the panel. The subterranean water wall is fixed to a subterranean wall surface and is coupled with the beam support, A support for supporting the beam support on the underground floor and the ceiling in association with the connection port; and a support member for supporting the beam support, And an upper ventilation plate positioned between the lower portion of the beam support and the lower portion of the panel and circulating air,
The beam support includes a first member that engages with the panel, a second member that is provided on one surface of the first member and engages with the coupling, and a third member that is provided on one surface of the second member, Member,
Wherein the first member includes a rear surface that abuts the second member, a front surface located forward of the rear surface, a spacing plate provided between the front surface and the rear surface to separate the front surface from the rear surface, And an insertion groove formed by the spacing plate and into which one end of the panel is inserted,
And a second member formed on the rear surface of the main body, the main body being formed in a polygonal shape, an insertion port formed in the main body to receive the connection port, and a plurality of insertion holes provided in the main body, And an inner wall for improving rigidity.
delete delete delete delete delete The method according to claim 1,
The second member having a polygonal shape coupled with the rear surface,
And an insertion hole formed in the main body and into which the connector is inserted.
8. The method of claim 7,
Wherein the connector has a first connection portion to be inserted into the insertion port,
And a second connection part provided at one end of the first connection part and coupled with the pedestal.
9. The method of claim 8,
Wherein the second connection part is provided with a coupling groove for allowing a part of the pedestal to be inserted and coupled therewith.
10. The method of claim 9,
The pedestal includes a horizontal member which is brought into contact with the underground floor or the ceiling,
And a vertical member extending from the horizontal member to be perpendicular to the horizontal member and inserted into the coupling groove.
10. The method of claim 9,
Wherein the perforated ventilation plate is provided between the pedestal on the underground floor and the lower part of the panel and is abutted with the second connection part,
And a plurality of perforated holes formed in the bent plate for circulating air through a lower portion of the panel.
The method according to claim 1,
The fixing member includes a fixing plate fixed to be fixed to the underground wall surface,
And a coupling plate extending from the fixing plate in the direction of the third member to engage with the third member.
The method according to claim 1,
Wherein the upper molding comprises a transverse member mounted on an upper portion of the panel,
And a vertical member extending from the transverse member so as to be perpendicular to the transverse member and covering a part of an upper front surface of the panel.
The method according to claim 1,
Wherein the panel is one of a waterproof gypsum CRC board, a magnesium board, a silicate cement board, a lightweight concrete panel, and an extrusion molded cement panel.

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