KR101373110B1 - Jointed rainwater recycling facilities and installing method thereof - Google Patents

Abstract

The present invention relates to a fabricated rainwater recycling facility and a method for installing the fabricated rainwater recycling facility capable of securely maintaining the install condition by attaching the corner parts of an inner block and an outer block installed in a unit block using concrete or mortar. The fabricated rainwater recycling facility comprises: an inner block (100) including a base plate (110) with the predetermined width, multiple vertical shafts (120) erecting in each corner of the base plate (110), multiple horizontal shafts (130) having both ends fixed to the upper ends of the vertical shafts (120), and an opening (140) formed on side surface; and an outer block (100′) including the base plate (110) with the predetermined width, multiple vertical shafts erecting in each corner of the base plate (110), multiple horizontal shafts (130) having both ends fixed to the upper ends of the vertical shafts (120), and an external wall (150) formed on a side wall exposed to the outside. The corners of the vertical shaft (120) of the inner block (100) and the outer block (100′) have: a vertical groove (121) which is concaved from the outside to the inside and extends from the upper end to the lower end; and a fixing steel bar (122) protruding outward from a surface of the vertical groove (121).

Description

Prefabricated rainwater reuse facility and its installation method {JOINTED RAINWATER RECYCLING FACILITIES AND INSTALLING METHOD THEREOF}

The present invention relates to a prefabricated rainwater reuse facility and its installation method that can be firmly maintained in the installation state by bonding the corners of the inner block and the outer block installed as a unit block with concrete or mortar.

In general, as the number of buildings increases and the surface pavement rate increases, the phenomenon of frequent inflow into sewage or rivers occurs frequently without rain flooding underground.

Exceeding the allowable inflow of rainwater causes flooding leading to flooding of roads and flooding of houses and buildings. On the contrary, when the inflow of rainwater decreases, the water quality of the stream deteriorates. There is a problem of depletion, and the storage tank is used to temporarily store the rainwater in the basement to control the outflow to the river while using as a resource in case of emergency.

In order to solve this problem, Korean Patent No. 10-0485742 "Excellent Storage Tank" has a rectangular shape and has been installed in a prefabricated manner to present an excellent storage tank capable of storing rainwater. However, the excellent storage tank of Korea Patent No. 10-0485742 is fastened by fastening the blocks adjacent to each other by bolt coupling, but this coupling has a problem in that blocks are opened when the bolt is broken or loosened as the installation time passes.

In addition, in order to form an excellent reservoir, a large amount of blocks must be installed, but in the conventional case, the installer does not install the correct position because it is installed manually.

The problem to be solved by the present invention is to provide a prefabricated rainwater reuse facility and its installation method that can be firmly maintained in the installation state by bonding the edge of the inner block and the outer block to be installed as a unit block with concrete or mortar.

Another object of the present invention is to provide a prefabricated rainwater reuse facility and its installation method that can prevent the gap between the inner blocks and the outer blocks that are adjacent to each other by vibrating.

Another problem of the present invention is to filter only the rainwater flowing into the inside to store only rainwater that has been removed foreign matter, prefabricated rainwater reuse facility that can be treated by bypassing the rainwater flowing in excess to the neighboring natural drainage type storage tank. And to provide a method of installation.

Prefabricated rainwater recycling facility according to the present invention, the base plate 110 having a predetermined width, both ends on the upper end of the plurality of vertical shafts 120 and the vertical shafts 120, each standing in each corner of the base plate 110 A plurality of horizontal shafts 130 fixed thereto, and an inner block 100 having openings 140 formed on side surfaces thereof; A base plate 110 having a predetermined width, a plurality of vertical shafts 120 and a plurality of horizontal shafts 130, both ends of which are fixed to the upper ends of the vertical shafts 120, respectively, standing at each corner of the base plate 110 The outer wall 150 is formed on the side surface exposed to the outside, the inner block 100 and the edge of the vertical shaft 120 of the outer block 100 'is concave from the outside to the inside The vertical groove 121 extending from the upper end to the lower end, characterized in that consisting of a fixed reinforcement 122 protruding to the outside from the surface of the vertical groove 121.

Preferably, the inner block 100 and the outer block 100 'is characterized by consisting of a hexagonal body.

Preferably, the inner block 100 and the outer block 100 'is formed in a horizontal plane and the base member 200 is seated in a state in which the inner block 100 and the outer block 100' is in close contact with the upper surface Further comprising, the upper surface of the base member 200, the guide protrusion 210 is protruded at a predetermined interval in the longitudinal direction, the lower surface of the base plate 110 of the inner block 100 and the outer block 100 ' The guide groove 111 corresponding to the guide protrusion 210 is formed.

Preferably, the surface of the guide protrusion 210 or the guide groove 111 is characterized in that formed of a metal plate.

Preferably, the seismic groove 310 is formed along the outer surface of the vertical shaft 120 and the base plate 110 of the inner block 100 or the outer block 100 'and formed as a "T" shape which is opened outward. And, both ends are characterized in that it further comprises a seismic member 300 made of a connection portion 320 respectively inserted into the seismic groove 310 of the inner block 100 or the outer block 100 'facing each other.

Preferably, the connection portion 320 is characterized in that made of rubber or urethane or silicone having elasticity.

Preferably, the base plate 110 having a predetermined width, the plurality of vertical shafts 120 and the plurality of horizontal shafts, both ends of which are fixed to the upper ends of the vertical shafts 120, respectively, standing at each corner of the base plate 110 130, the filter wall 410 is mounted on one side of the inner block 100 or the outer block 100 ′, and the outer wall 150 is formed on the side exposed to the outside. 150 further includes a filtering block 400 having an upper bypass groove 420 formed therein.

Preferably, the outer side of the filtering block 400 is characterized in that the storage tank 500 to store the rainwater discharged from the bypass groove 420 is formed.

Preferably, the water storage tank 500 is characterized in that made of a pitcher concrete material.

In addition, the installation method of the prefabricated rainwater recycling facility according to the present invention includes the steps of horizontally installing a base member 200 having a plurality of guide protrusions 210 extending from one end to the other end at regular intervals; After installing the guide groove 111 of the outer block 100 'or inner block 100 having the guide groove 111 formed on the lower surface of the base plate 110 to the guide protrusion 210 of the base member 200 Moving to a location; Connection portion 320 formed of an "H" shape in the seismic groove 310 extending in the "T" shape along the outer side of the vertical shaft 120 and the base plate 110 of the inner block 100 or the outer block 100 '. Inserting both ends of each); The outer block 100 'or inner block 100 is characterized in that it comprises the step of curing the concrete or mortar 160 in the hole-shaped space formed on the outer side of the close contact.

The prefabricated rainwater recycling facility according to the present invention has an effect of firmly maintaining the installation state by joining the edges of the inner block and the outer block installed as the unit block with concrete or mortar.

In addition, it is possible to prevent the facility from being damaged by an earthquake or the like by preventing a gap between the inner blocks and the outer blocks that are adjacent to each other.

In addition, while filtering the rainwater flowing into the interior can store only the rainwater from which the foreign matter is removed, there is an advantage that can be treated by bypassing the rainwater flowing in excess to the neighboring natural drainage storage tank.

1 is an exploded perspective view of a prefabricated rainwater reuse facility according to a first embodiment of the present invention.
Figure 2 is a plan view of the combined state of Figure 1;
Figure 3 is a perspective view showing a state coupled through the base member according to the present invention.
Figure 4 is a bottom view of the base plate according to the present invention.
5 is a plan view of a prefabricated rainwater recycling facility equipped with a seismic member according to a second embodiment of the present invention.
Figure 6 is an exploded perspective view showing the main portion of FIG.
7 is a plan view of a prefabricated rainwater recycling facility is formed with a filtering block according to a third embodiment of the present invention.
8 is a perspective view of FIG. 7;
9 is a flow chart of the installation process of the prefabricated rainwater reuse facility of the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail the prefabricated rainwater reuse facility according to the present invention.

1 and 2, the prefabricated rainwater recycling facility according to the first embodiment of the present invention includes an inner block 100 and an outer block 100 '.

The inner block 100 has a base plate 110 having a predetermined width in a hexagonal shape, a plurality of vertical shafts 120 standing up at each corner of the base plate 110, and both ends at the upper ends of the vertical shafts 120. The fixed shaft is formed of a plurality of horizontal shafts 130, the side of the vertical shaft 120 and the horizontal shaft 130 is formed with an opening 140 so that rainwater flows into and out of the.

The outer block 100 'is composed of a base plate 110, a vertical shaft 120, and a horizontal shaft 130 having a predetermined width in the same hexagonal shape as the inner block 100 and exposed to the outside. The outer wall 150 is formed to close the. At this time, the outer wall 150 is formed at least one according to the installation position of the outer block (100 '). And, one of the outer block (100 ') is formed with a rainwater inlet hole (1) in which rainwater is introduced, another rain block (100') is formed in the rainwater discharge hole (2) to discharge rainwater.

The inner block 100 is used as a space filled with the rainwater flows in, the outer block 100 'is installed adjacent to the inner block 100 or another outer block 100' is a space filled with rainwater inside While being formed, the rainwater filled in the space by the outer wall 150 is stored and stored. At this time, since the inner block 100 and the outer block 100 'is formed in a hexagonal shape to form a honeycomb shape close to the cylindrical shape, not only can the rigidity of the structure be excellent, but also the corners formed with an acute angle unlike the square shape. Since it is not formed, it is possible to prevent the rainwater stagnation at the corners.

Meanwhile, the edges of the vertical shaft 120 of the inner block 100 and the outer block 100 'are concave from the outside to the inside, and extend from the top to the bottom of the vertical groove 121 and the surface of the vertical groove 121. It consists of a fixed reinforcement 122 protruding to the outside.

The corners of the vertical shaft 120 form the hole-shaped space while the inner block 100 or the outer block 100 'are in close contact with each other, and are filled with concrete or mortar 160 to be integrated. Accordingly, since the inner block 100 or the outer block 100 'is semi-permanently fixed by concrete or mortar 160, the leakage phenomenon that is caused by the loosening that occurs after a time elapses in the state of being fixed with the conventional PC steel wire is fundamental. Can be prevented. In particular, it is possible to prevent the concrete or mortar from being separated by the fixing reinforcement 122 protruding to the outside from the vertical groove 121,

Meanwhile, as shown in FIG. 3, the prefabricated rainwater reuse facility further includes a base member 200 supporting lower portions of the inner block 100 and the outer block 100 ′.

The base member 200 is formed horizontally with the ground on which the inner block 100 and the outer block 100 'are placed, and the inner block 100 and the outer block 100' are seated in close contact with the upper surface. Guide protrusions 210 protrude from the upper surface of the base member 200 at predetermined intervals in the longitudinal direction. The guide grooves 111 formed on the lower surface of the base plate 110 of the inner block 100 and the outer block 100 'to be described later are placed on the upper portion of the guide protrusion 210. The guide protrusion 210 is preferably formed of a metal plate (not shown) in order to easily move the inner block 100 and the outer block 100 '.

In addition, as shown in Figure 4, the lower surface of the base plate 110 of the inner block 100 and the outer block 100 'guide groove 111 corresponding to the guide projection 210 of the base member 200 ) Are formed respectively. At this time, the surface of the guide groove is preferably formed of a metal plate to minimize friction with the guide protrusion 210.

In the case of installing the inner block 100 and the outer block 100 ', the guide protrusions 210 of the base member 200 guide the guide grooves 111 of the inner block 100 and the outer block 100'. When aligned in parallel to each other by sliding in the seated state in the inner block 100 and the outer block (100 ') can be installed in the correct position.

As such, the prefabricated rainwater recycling facility of the present invention may be completed by assembling a storage tank of a size suitable for the amount of rainwater collected in a specific area by increasing or decreasing the number of inner blocks 100 and outer blocks 100 'in front, rear, left and right. Can be. In addition, even after the existing prefabricated rainwater reuse facility is installed, it can be additionally simply installed according to the amount of rainwater.

Meanwhile, as illustrated in FIGS. 5 and 6, in the prefabricated rainwater recycling facility according to the second embodiment of the present invention, the seismic member 300 is further formed on the inner block 100 and the outer block 100 ′.

The seismic member 300 is formed along the outer surface of the vertical shaft 120 and the base plate 110 of the inner block 100 or the outer block 100 'in close contact with each other, and is formed as an "T" shape which is opened to the outside. The seismic groove 310 is formed, and the connecting portion 320 is inserted into each of the seismic groove 310 of the inner block 100 or the outer block 100 'facing each other. The connection part 320 is made of rubber, urethane, or silicone having elasticity to easily stretch and have a plurality of wrinkles 330 formed on a surface thereof. At this time, it is preferable to prevent mortar from being injected from the seismic groove by injecting mortar into the seismic groove into which the end of the connecting portion is inserted. The seismic member is excellent because it is stored inside because the inner block 100 and the outer block 100 'when the vibration is caused by the earthquake or the ground is settled, even if the inner block 100 and the outer block (100') is open to each other to cover the open space. The discharge to the outside can be prevented.

Meanwhile, as illustrated in FIGS. 7 and 8, the prefabricated rainwater recycling facility according to the third embodiment of the present invention further includes a filtering block 400 for filtering foreign substances included in the rainwater flowing in.

Filtering block 400 is composed of a base plate 110, a vertical shaft 120, a horizontal shaft 130 having a predetermined width in the same hexagonal shape as the outer block 100 ', the inner block 100 Or the filter wall 410 is mounted on one side in close contact with the outer block 100 ', the outer wall 150 is formed on the side exposed to the outside, the one outer wall 150 is the bypass groove 420 at the top Is formed. At this time, the rain inlet (1) is formed in the outer wall 150 in which rain is introduced. In addition, the outside of the filtering block 400 is connected to the storage tank 500 in which rainwater discharged from the bypass groove 420 is stored. At this time, the water storage tank 500 is preferably made of a pitcher concrete so as to discharge the rainwater introduced to the outside.

When rainwater flows into the rainwater inlet 1 by the filtering block 400, the rainwater moves to the inner block 100 or the neighboring outer block 100 ′ with foreign matters removed through the filter wall 410. The foreign matter contained in the rainwater is stored in the filtering block 400 so that maintenance can be easily performed. In addition, when a large amount of rain is not introduced to pass through the filter wall 410, it can be easily supplied to the water storage tank 500 through the bypass groove 420 and temporarily discharged to the ground while being temporarily stored.

Hereinafter, look at the installation process of the prefabricated rainwater reuse facility according to the present invention.

As shown in FIG. 9, the base member 200 having a predetermined width is horizontally installed on the ground on which the prefabricated rainwater reuse facility is installed (S1), and the upper surface of the base member 200 extends from one end to the other end at regular intervals. A plurality of guide protrusions 210 are formed (S2). Here, the base member 200 is preferably made of a flat plate form of concrete.

Thereafter, the outside of the guide groove 111 formed on the lower surface of the base plate 110 of the outer block 100 'corresponding to the outermost line 1 of the excellent storage tank in close contact with the guide protrusion 210 of the base member 200 Push the block 100 'to move to the installation position (S3). Then, in the same manner, the outer block 100 'or the inner block 100 corresponding to the last line n of the prefabricated rainwater recycling facility is moved from the second row to each of the outer block 100' and the inner block 100. Close contact As such, when the guide grooves 111 of the inner block 100 and the outer block 100 'are aligned with the guide protrusions 210 of the base member 200 side by side, the inner block 100 and the outer block are aligned side by side. 100 'can be installed in the correct position.

Subsequently, the vertical shaft 120 and the base plate 110 of the inner block 100 or the outer block 100 ′ have an “H” shape in the seismic groove 310 extending in the “T” shape. If both ends of the connection part 320 are inserted and fixed, the inner block 100 and the outer block 100 'may be prevented from spreading even when the concrete or mortar, which will be described later, is damaged (S4).

Through such a process, the outer block 100 'and the inner block 100 are in close contact with each other and fixed by curing with mortar or mortar in a hole-shaped space formed at the corner. At this time, it is also possible to prevent the concrete or mortar from being separated by the fixing reinforcement 122 protruding from the surface of the vertical groove 121 of the corner (S5).

It will be understood by those skilled in the art that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. It is to be understood, therefore, that the above description is intended to be illustrative, and not restrictive, and that the scope of the present invention will be defined by the appended claims rather than the foregoing description, All changes or modifications that come within the scope of the equivalent concept are to be construed as being included within the scope of the present invention.

100 ': outer block 100: inner block
110: base plate 111: guide groove
120: vertical shaft 121: vertical groove
122: fixed bar 130: horizontal shaft
140: opening 150: outer wall
200: base member 210: guide protrusion
300: seismic member 310: seismic groove
320: connection 400: filtering block
410: filter wall 420: bypass groove
500: Storage Tank

Claims (11)

A base plate 110 having a predetermined width, a plurality of vertical shafts 120 and a plurality of horizontal shafts 130, both ends of which are fixed to the upper ends of the vertical shafts 120, respectively, standing at each corner of the base plate 110 And, the inner block 100 is formed with an opening 140 on the side;
A base plate 110 having a predetermined width, a plurality of vertical shafts 120 and a plurality of horizontal shafts 130, both ends of which are fixed to the upper ends of the vertical shafts 120, respectively, standing at each corner of the base plate 110 , The outer wall 150 is formed on the side exposed to the outside is made of an outer block (100 '),
The edges of the vertical shaft 120 of the inner block 100 and the outer block 100 'are concave from the outside to the inside of the vertical groove 121 extending from the top to the bottom and from the surface of the vertical groove 121 to the outside. Prefabricated rainwater reuse facility, characterized in that consisting of protruding fixed reinforcement (122). The prefabricated rainwater recycling facility according to claim 1, wherein the inner block 100 and the outer block 100 'are made of a hexagonal body. The base member of claim 1, wherein the inner block 100 and the outer block 100 'are formed to be horizontal to the ground on which the inner block 100 and the outer block 100' are placed in close contact with each other. 200),
Guide protrusions 210 protrude from the upper surface of the base member 200 at predetermined intervals in the longitudinal direction,
Prefabricated rainwater reuse facility, characterized in that the guide groove 111 corresponding to the guide protrusion 210 is formed on the lower surface of the base block 110 of the inner block 100 and the outer block 100 '. The prefabricated rainwater recycling facility according to claim 3, wherein the surface of the guide protrusion 210 or the guide groove 111 is formed of a metal plate. The method of claim 1, wherein the seismic groove formed along the outer surface of the vertical shaft 120 and the base plate 110 of the inner block 100 or the outer block 100 'and formed as a "T" shape to the outside ( It further comprises a seismic member 300 consisting of a 310, and the connecting portion 320 is inserted into the seismic groove 310 of the inner block 100 or the outer block 100 'facing both ends, respectively; Prefab rainwater recycling facility. The prefabricated rainwater recycling facility according to claim 5, wherein the connection part 320 has a plurality of pleats 330 formed therein. The prefabricated rainwater recycling facility according to claim 5 or 6, wherein the connection part 320 is made of elastic rubber, urethane or silicon. According to claim 1 or 5, Both ends are fixed to the upper end of the base plate 110 having a predetermined width, and the plurality of vertical shafts 120 and the vertical shafts 120 respectively standing at each corner of the base plate 110 Comprising a plurality of horizontal shaft 130 is formed, the filter wall 410 is mounted on one side in close contact with the inner block 100 or the outer block 100 ', the outer wall 150 on the side exposed to the outside Is formed, the outer wall 150 is prefabricated rainwater recycling facility characterized in that it further comprises a filtering block 400, the upper portion is formed with a bypass groove (420). The prefabricated rainwater reuse facility according to claim 8, wherein a storage tank (500) is formed at an outer side of the filtering block (400) to store rainwater discharged from the bypass groove (420). 10. The prefabricated rainwater recycling facility according to claim 9, wherein the water storage tank 500 is made of a pitcher concrete material. Horizontally installing a base member (200) having a plurality of guide protrusions (210) extending at regular intervals from one end to the other end on an upper surface thereof;
After installing the guide groove 111 of the outer block 100 'or inner block 100 having the guide groove 111 formed on the lower surface of the base plate 110 to the guide protrusion 210 of the base member 200 Moving to a location;
Connection portion 320 formed of an "H" shape in the seismic groove 310 extending in the "T" shape along the outer side of the vertical shaft 120 and the base plate 110 of the inner block 100 or the outer block 100 '. Inserting both ends of each);
Installation of prefabricated rainwater reuse facility comprising a; comprising the step of curing the concrete or mortar 160 in the hole-shaped space formed on the outside of the corner while the outer block 100 'or the inner block 100 is in close contact with each other; Way.

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