KR101932911B1 - Structure of settlemet-prevention of sidewalk-block in apartment complex - Google Patents

Abstract

The present invention provides a sidewalk apartment sidewalk block settlement prevention structure. In the present invention, the double layer of the impervious plastic material of the present invention is installed so as to prevent the infiltration of the storm or the packing section in the sidewalk block section and the infiltration into the sidewalk section of the sidewalk block section And the rainwater that permeates through the sand layer is collected in the trough along the slope and groove and drained to the existing sewer pipe to keep the ground under the sidewalk block intact so that no floating settlement occurs.

Description

     Construction of Settlement-Prevention of Sidewalk-Block in Apartment Complex

    The present invention relates to a structure for preventing sidewalk block settlement installed in a residential complex such as an apartment, a tenement house, a dormitory, and the like. More particularly, the present invention relates to a sidewalk block settlement prevention structure .

Generally, in a block block section installed in a housing complex, an immersion settlement occurs due to a change in soil properties under the sidewalk block due to vibration due to an earthquake, rain and snow, that is, water content, porosity and grain size.

As a result, the surface of the sidewalk block is not smooth, which causes inconvenience to walking and aesthetically degrades the quality of the apartment complex.

In the conventional press block block, the boundary between the flower bed and the packing section is constructed, and the soil is uniformly distributed under the block block section. Then, the sand is laid at a certain thickness and the press block is constructed.

As a result, the moisture that falls directly into the sidewalk block section, the water that melts and penetrates in the winter season, rainwater falling on the flower bed or the packaging surface enters the sidewalk block section, causing a change in the subsoil of the sidewalk block section, And it has a problem that it just hurts aesthetics.

Prior art related to the present invention includes Korea Registered Patent Registration No. 10-0589916 (registered on June 08, 2006).

The first object of the present invention is to provide a non-depleted plastic material according to the present invention, which prevents damage to infiltration into the bottom of the section, And the drainage to the existing sewer pipe is collected by collecting from the trough along the slope and groove along the slope of the sand layer so as to keep the soil of the bottom of the sidewalk block intact so as to prevent floating settlement. Structure.

It is a second object of the present invention to provide a method for preventing the settlement of a sidewalk block and improving durability by basically blocking the flow and loss of bottom soil by installing partition walls at regular intervals in the sidewalk block section and installing anchors, And to provide a housing block depression prevention structure that can reduce the maintenance cost.

In order to solve the above-mentioned problems, the present invention provides a sidewalk apartment sidewalk block settlement prevention structure.

Wherein the shed block blockage settlement structure comprises: a boundary stone disposed on the soil layer; A bottom plate disposed on the side of the boundary slab, the bottom plate being disposed on the soil layer so as not to generate a flow in the soil layer; An upper plate disposed on the lower plate at intervals; A sand layer disposed on the upper plate; A sidewalk block disposed on the sand layer; And a drain part disposed at one side of the upper plate and the lower plate so as to be located at one side of the boundary block and temporarily discharging water introduced into the sand layer and discharging the water to the outside.

The lower plate may include a lower plate body having a predetermined thickness and an area and a plurality of fixing anchors provided at a plurality of positions of the lower plate body and coupled to the soil layer to fix the position of the lower plate body.

A plurality of supports are provided between the lower plate and the upper plate, and a space is formed between the lower plate and the upper plate.

The upper plate includes a top plate body having a predetermined thickness and an area, a lattice-shaped groove formed at an upper end of the top plate body, and a projecting portion formed on an upper surface of the upper plate body excluding the groove to increase a contact area with the sand layer The embossing member being provided with an embossing member,

The grooves preferably form a gradient set along the drainage portion.

The drainage unit includes a water receiving passage coupled to one side of the upper plate body and the lower plate body and a drain pipe connecting the lower end of the water receiving case to the drain pipe to guide water collected in the water receiving pipe to the drain pipe to be drained However,

It is preferable that the water receiving tray is closely disposed on one side of the boundary stones.

In particular, it is preferable that a plurality of diaphragms are formed at the lower end of the lower plate body so as to prevent the flow of the gravel that binds to the tobacco layer and forms the tobacco layer.

It is preferable that a water level plate is installed on one side of the boundary block.

The upper body includes unit bodies formed with the embossed members and connecting bodies connecting the unit bodies to form the recesses,

The connecting bodies may be formed of a wrinkle member to adjust left and right clearance and up and down clearance, and the fixing pins may be provided inside the wrinkle member to provide a predetermined bending strength.

Wherein each of the plurality of fixed anchors has a head portion that is inserted into a fixing hole formed in the lower plate body and a body portion extending downward from the head portion and coupled to the soil layer,

Preferably, the trunk portion can be protruded in multiple stages to adjust its length.

The present invention is characterized in that a double layer of non-impervious plastic material is installed so as to prevent infiltration of rainwater from a bed section or a packing section into both sides of a sidewalk block section, Is collected from the trough along the slope and groove, and drained to the existing sewer line, so that the soil underneath the sidewalk block is maintained as it is, thereby preventing the occurrence of floating settlement.

In addition, the present invention prevents the subsidence of the sidewalk blocks and improves the durability by basically blocking the flow and loss of the bottom soil by installing the partition walls at regular intervals in the sidewalk block section soil and installing the anchors, Can be reduced.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing a structure for preventing sidewalk block settlement of a housing complex of the present invention.
2A is a plan view showing a top plate according to the present invention.
FIG. 2B is a view showing a configuration of a multiple of FIG. 2A.
FIG. 2C is a cross-sectional view showing line AA in FIG. 2A.
3 is a sectional view showing a top plate according to the present invention.
4 is a view showing various shapes of grooves according to the present invention.
5 is a cross-sectional view showing an example of a support according to the present invention.
6 is a cross-sectional view showing a bottom plate according to the present invention.
7 is a view showing another example of a sidewalk block settlement preventing structure according to the present invention.

Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings so that those skilled in the art can easily carry out the present invention.

The present invention may be embodied in many different forms and is not limited to the embodiments described herein.

In order to clearly illustrate the present invention, parts not related to the description are omitted, and the same or similar components are denoted by the same reference numerals throughout the specification.

Hereinafter, the term "an upper (or lower)" or a "top (or lower)" of the substrate means that any structure is disposed or arranged in any manner, as long as any structure is provided or disposed in contact with the upper surface .

Furthermore, the present invention is not limited to a configuration that does not include any other configuration between the substrate and any configuration provided or disposed on (or under) the substrate.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing a structure for preventing sidewalk block settlement of a housing complex of the present invention. 2A is a plan view showing a top plate according to the present invention. FIG. 2B is a view showing a configuration of a multiple of FIG. 2A. 2C is a cross-sectional view showing line A-A in FIG. 2A. 3 is a sectional view showing a top plate according to the present invention. 4 is a view showing various shapes of grooves according to the present invention. 5 is a cross-sectional view showing an example of a support according to the present invention. 6 is a cross-sectional view showing a bottom plate according to the present invention.

1 to 6, a housing block sidewalk block settlement preventing structure according to the present invention includes a barrier block 200 disposed on a tol ground layer 100 and a barrier layer 200 disposed on the side of the barrier layer 200, A top plate 400 disposed on the bottom plate 300 and spaced apart from the bottom plate 300 so as to prevent a flow in the soil layer 100 from being generated; A sand block 500 disposed on the sand layer 500 and a sidewalk block 600 disposed on the sand layer 500. The sidewall 200 is disposed on one side of the upper plate 400 and the lower plate 300, And a drain unit 700 for temporarily storing the water introduced into the sand layer 500 and discharging the water to the outside.

A partition wall 10 is provided at the boundary between the boundary stone 200 and the sidewalk block 600. The boundary block 200 is disposed higher than the upper portion of the sidewalk block 600. The boundary stones (200) are inclined downward toward the partition wall (10).

The lower plate 300 includes a lower plate body 310 having a predetermined thickness and an area and a plurality of lower plate bodies 310 installed at a plurality of positions of the lower plate body 310 and coupled to the soil layer 100 to adjust a position of the lower plate body 310 And has a plurality of fixed anchors 320 for fixing.

A plurality of support rods 800 are provided between the lower plate 300 and the upper plate 400 and a space is formed between the lower plate 300 and the upper plate 400.

1 to 3, the upper plate 400 includes a top plate body 410 having a predetermined thickness and area, a lattice-shaped groove 420 formed at an upper end of the top plate body 410, And an emboss member 430 protruding from the upper surface of the upper plate body 410 except for the groove 420 to increase the contact area with the sand layer 500.

The grooves 420 form a gradient set along the drainage portion 700 as shown in FIG. The gradient may be a tilt angle of? 1,? 2.

4, the groove according to the present invention is formed of hemispherical grooves 421 or triangular grooves 422 or groove grooves 423 in the shape of protrusions, . It may be relatively advantageous to use the round groove as a groove at a position where a certain strength is required.

1, the water drainage unit 700 includes a water receiving case 710 coupled to one side of the upper plate body 410 and the lower plate body 310, and a lower end of the water receiving case 710 to a sewer pipe And a drain pipe 720 connected to the water receiving pipe 410 to guide the water collected in the water receiving pipe 410 to the sewage pipe to be drained.

The water receiving tube 710 is preferably disposed closely to one side of the boundary stones.

The upper plate 400 and the lower plate 300 may be made of various materials having physical properties such as bending strength, hardness, and flexibility. In addition, the upper plate 400 and the lower plate 300 may be formed of materials having different physical properties.

The upper plate 400 and the lower plate 300 may be formed in a wave shape or a concavo-convex shape so as to prevent deformation due to up-down or left-right flow in the ground. In addition, each of the upper plate 400 and the lower plate 300 may include a wave-shaped area. The wave region may be formed on the rim of the upper plate 400 and the lower plate 300. The top plate 400 and the bottom plate 300 may each have a wave-shaped area and a concave-convex area.

6, a plurality of diaphragms 330 are protruded from the lower end of the lower plate body 310 to prevent the soil from being bound to the soil layer 100 and forming the soil layer 100 .

A barrier plate (not shown) may be installed on one side of the barrier block 200.

2A and 2B, the upper plate body 410 includes unit bodies 411 formed with the embossed members 430 and a plurality of unit bodies 411 connected to the recesses 420, And connecting bodies 412 which form the connecting bodies 412.

The connecting bodies 412 are formed of a corrugated member, and can adjust left and right clearances and up and down clearances, and fixing pins (not shown) may be installed inside the corrugated members to provide a predetermined bending strength.

Since the fixing pin can bend more than a predetermined force, it can be easily used when the inclination of each of the connection bodies 412 is variably determined. And can be easily used when the separation distance from the lower plate 300 is different at the corresponding position.

At this time, the lengths of the support rods 800 supporting the upper plate 400 and the lower plate 300 may be different from each other. That is, the support base 800 can be applied to a position where the distance between the upper plate 400 and the lower plate 300 is different from each other.

As shown in FIG. 5, each of the supports 800 may be formed of a pair of bodies 810 and 820 and may be screw-coupled to vary the length according to the coupling direction. One of the pair of bodies 810 and 820 may be coupled to the upper plate 300 and the other of the bodies 810 and 820 may be coupled to the lower plate 400, .

6, each of the plurality of fixed anchors 320 includes a head portion 321 which is inserted into a fixing hole 311 formed in the lower plate body 310, And a body portion 322 extending along the lower side and coupled to the soil layer 100.

The trunk portion 322 can be protruded in multiple stages and the length thereof can be adjusted. Accordingly, the depth bound to the soil layer 100 can be variably controlled depending on the environment of the soil layer 100.

In addition, protrusions of a polygonal shape protrude from the outer periphery of the body 322 to increase the contact area with the soil layer, thereby further effectively preventing the flow of the lower plate.

The body may have a plurality of steps, may be screwed to each other to be adjustable in length, holes may be formed at regular intervals, and protrusions may be provided on the body to elastically receive any one of the holes.

7 is a view showing another example of a sidewalk block settlement preventing structure according to the present invention.

Referring to FIG. 7, a plurality of moisture sensors 910 are disposed in the soil layer 100 according to the present invention. The plurality of moisture sensors 910 are arranged in a lattice pattern along the horizontal direction of the upper plate 400 or the lower plate 300.

The plurality of moisture sensors 910 measure the amount of water at the corresponding position. The plurality of moisture sensors 910 transmit the measured moisture contents to the controller 920. The controller 920 sets a reference moisture content. Here, the reference moisture amount is an amount for the purpose of removing moisture, which can be variably set by the controller 920.

A plurality of heating coils 930 are disposed at a plurality of locations of the soil layer 100. The plurality of heating coils 930 are arranged in a lattice like the plurality of moisture sensors 910. The plurality of heating coils 930 are disposed above or below the plurality of moisture sensors 910.

The plurality of heating coils 930 are connected to the current supplier 940 through a wire. The current supplier 940 may be installed on the ground or in the ground. The current provider 940 is electrically connected to the solar concentrator 950.

The solar concentrator 950 includes a condenser 951 for condensing solar energy, a converter 952 for converting the light energy condensed by the condenser 951 into electric energy, a condenser 952 for condensing the converted electric energy, (953).

The capacitor 953 is connected via an electric wire to the current supplier 940 and provides electrical energy for driving the current supplier 940. The current supplier 940 is driven under the control of the controller 920.

Through the above-described structure, when a certain amount of moisture is generated in the soil layer 100 in a rain or rainy season, or in condensation, dew, or the like, a plurality of moisture sensors 910 measure the water content at the corresponding locations, ).

If the controller 920 determines that the measured water content is above the reference water content, The controller 920 selects the moisture sensor 910 whose measured moisture content is equal to or greater than the reference moisture content.

The controller 920 selects the heating coil 930 in which the moisture sensor 910 is located. The controller 920 drives the current supplier 940 to heat the selected heating coil 930 through the converted electrical energy. Thus, the selected heating coil 930 is heated to the set heating temperature.

As the selected heating coil 930 is heated, moisture formed around the position can be exposed to the heating temperature and evaporated.

The present invention has the advantage of converting solar energy into electrical energy and storing it, as well as continuously preventing the moisture from increasing in excess of the permissible amount at many locations of the soil layer 100.

According to the above-described structure and operation, according to the present invention, in order to prevent the inflow of rainwater from a flower bed or a packaging section in a sidewalk block section, the rainwater is absorbed at both boundary portions, It is possible to prevent the floating settlement from occurring by keeping the soil under the pavement block as it is by installing a double membrane made of material and collecting the rainwater which permeates the sand layer from the trough along the slope and groove and draining it to the existing sewer pipe.

In addition, the present invention prevents the subsidence of the sidewalk blocks and improves the durability by basically blocking the flow and loss of the bottom soil by installing the partition walls at regular intervals in the sidewalk block section soil and installing the anchors, Can be saved.

Although the present invention has been described with respect to concrete embodiments of the sidewalk block settlement preventing structure according to the present invention, it is apparent that various modifications can be made without departing from the scope of the present invention.

Therefore, the scope of the present invention should not be construed as being limited to the embodiments described, but should be defined by equivalents to the claims, as well as the following claims.

It is to be understood that the above-described embodiments are illustrative and non-restrictive in all aspects, and that the scope of the present invention is indicated by the appended claims rather than the foregoing description, and the meaning and scope of the claims and their equivalents All changes or modifications that come within the scope of the present invention should be construed as being included within the scope of the present invention.

100: soil layer
200:
300: lower plate
310: Lower plate body
311: Fixing groove
320: Fixed anchor
321: Head
322:
330: barrier
400: top plate
410: Upper body
411: Unit body
412:
420: groove
430: emboss member
500: sand layer
600: Press block
700: drainage part
710: Water tray
720: Water pipe
800: Support

Claims (4)

Boundary stones placed on the soil layer;
A bottom plate disposed on the side of the boundary slope, the bottom plate being disposed on the soil layer so as not to generate a flow in the soil layer;
An upper plate disposed on the lower plate at intervals;
A sand layer disposed on the upper plate;
A sidewalk block disposed on the sand layer; And
And a drain unit disposed at one side of the upper plate and the lower plate so as to be located at one side of the barrier seals and temporarily discharging water introduced into the sand layer and discharging the water to the outside,
The lower plate includes a lower plate body having a predetermined thickness and an area and a plurality of fixed anchors provided at a plurality of positions of the lower plate body and coupled to the toe layer to fix the position of the lower plate body,
A plurality of supports are provided between the lower plate and the upper plate, a space is formed between the lower plate and the upper plate,
The upper plate includes a top plate body having a predetermined thickness and an area, a lattice-shaped groove formed at an upper end of the top plate body, and a projecting portion formed on an upper surface of the upper plate body excluding the groove to increase a contact area with the sand layer Wherein the grooves define a gradient established along the drainage portion,
The drainage section
A water receiving passage coupled to one side of the upper plate body and the lower plate body,
And a drain pipe connecting the lower end of the water receptacle with a drain pipe to guide the water collected in the water receptacle to the drain pipe to be drained,
Wherein the water receptacle is closely disposed on one side of the boundary seats,
At the lower end of the lower plate body,
A plurality of diaphragms are formed to protrude from the soil layer to prevent the gravels forming the soil layer from flowing,
And a barrier plate is installed on one side of the barrier block.
The method according to claim 1,
The upper plate body,
Unit bodies in which the embossed members are formed and connection bodies for connecting the unit bodies to form the recesses,
The connecting bodies may be formed of a corrugated member so that the left and right clearance and the vertical clearance can be adjusted,
Wherein the bending member is provided with fixing pins for establishing a predetermined bending strength,
Wherein each of the plurality of fixed anchors includes:
A head portion which is inserted into the fixing hole formed in the lower plate body,
And a body portion extending downward from the head portion and coupled to the soil layer,
Wherein the body part is protrudable in multiple stages so that the length of the body part can be adjusted.



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