KR101485797B1 - Improved Connecting Structure of Wastewater and drainwater Vertical Pipes and Constructing Method thereby - Google Patents

Abstract

The present invention relates to an improved structure for connecting vertical wastewater pipes and a method of constructing a vertical pipe using the same. More specifically, provided are an improved structure for connecting vertical wastewater pipes which uses a newly-developed sliding pocket connector accommodating height difference instead of cutting and installing vertical waste water pipes at a site after measuring height of each household, thereby being able to control the length of vertical wastewater pipes for each household to fit the height at a site by receiving the pipes after the pipes are produced in a factory, using a sleeve and an upper housing of the sleeve to fix the vertical pipes without a fixer to very easily construct the vertical pipes, not requiring a fire partition work through floors separate from a construction period to save construction costs, and being easy to partially repair and replace the vertical pipes for each household when the vertical pipes need to be repaired, and a method of constructing a vertical pipe using the same. To achieve the above object, the present invention relates to an improved structure for connecting vertical wastewater pipes which includes a cylindrical body of a predetermined length having the inner circumference having the diameter equal to that of the outer circumference of a vertical wastewater pipe; and a sliding pocket connector including a compressed o-ring and a fastening member coupled to one or more ends selected from both ends of the cylindrical body, and is disposed at a position wherein the wastewater pipe is installed to be inserted inside the cylindrical body in accordance with a required length of the vertical wastewater pipe with a sliding method in order to be withdrawn corresponding to the length and to couple the compressed o-ring and the fastening member to be installed to simultaneously fix the position and length of the vertical wastewater pipe, and a method of constructing a vertical pipe using the same.

Description

Technical Field [0001] The present invention relates to an improved owing and drainage bridging piping connection structure and a bridging piping construction method using the same,

More particularly, the present invention relates to an improved owing and drainage granulation piping connection structure and a granular piping construction method using the same, and more particularly, By using the newly developed sliding pocket connection port, it can be ordered according to the piping length in the factory, and it can be supplied after the production. It can adjust the length of the water supply pipe for each household according to the floor height in the field. Also, Can be fixed without fixing means, so it is very easy to install, and construction cost is reduced by eliminating the need for separate interfacial fire protection compartment work in construction period. Improved water distribution system Piping connection structure, and a granular piping construction method using the same.

In general, multi-purpose buildings and multi-purpose houses are arranged in the space behind the bathroom wall, sink wall, and washing room wall, which are called pipe shaft (P / S) or pipe duct (P / D) So that the slab concrete of each generation is vertically penetrated, and the waste water discharged from each generation is collectively discharged.

As shown in FIG. 1, the conventional o / drainage granulation pipe 120 is formed by passing through the slab concrete 100 in P / S, P / D and passing through the through hole 100a, After the drainage granulation pipe 120 is installed and fixed, the process of connecting the sexier and drainage connector 140 to the common drain pipe 124 is repeatedly performed.

The conventional method of installing the waste granular pipe has the following problems.

First, as shown in FIG. 1, in each P / S and P / D space of each layer, a through hole 100a for installing a drainage granulation pipe 120 is formed excessively large, It is necessary to put a separate mold in the mortar before piling up the bricks and to put and cure them.

Secondly, in order to support the entire pipe load of the ozone water discharge pipe 120 and the sextia water discharge pipe 140 of each layer when the water discharge granulation pipe 120 is stacked up from the lower layer, It is necessary to fix the drainage granular pipe 120 to the slab concrete floor using the U-bolts 150 and the U-bolts 151.

Thirdly, when maintenance is required due to defects such as defects, the upper and lower portions of the drainage granulation pipe 120 are arranged at the angle 150 from the main layer to be repaired, And the U-bolts 151. Therefore, even if the separated and dismantled portion of the mortar is dismantled, the ozone water discharged from the ozone- (120) could not be separated unless cut.

Even if it is cut off and separated, there is a problem that after the repair, the re-assembly can not be performed without re-assembling the re-assembled pipe when re-installing the drainage granulation pipe 120.

Fourth, since the height of each floor, that is, the height of stratum, is not constant, it can not be supplied collectively in the length required for the construction in the factory, so that the granulated pipe is produced in a sufficient length and measured according to the height There is a problem that the amount of work is increased and the production cost is increased due to the generation of abandoned materials.

SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems of the prior art, and it is an object of the present invention to provide a sliding pocket connector for a vehicle, It can be adjusted according to the length of piping in the factory and then it can be supplied after production. It can adjust the length of the drainage pipe for each household according to the floor height in the field and it is possible to fix the bridging pipe without fixing means by using the sleeve and sleeve upper housing. It is easy to use and it does not require separate interfacial fire protection compartment work for construction period, and construction cost is reduced. In case of need for repair, it is possible to improve the partial repair and replacement of granular piping by households. The present invention has been made in view of the above problems.

In order to accomplish the above object, the present invention provides a connection structure of an o / drainage particulate pipe arranged in a P / S or P / D to vertically penetrate a slab concrete of each generation and installed together with a sextia and drain connector, And a sliding pocket connection port including a cylindrical body having a predetermined length having an inner diameter equal to the outer diameter of the drainage granulation pipe and a compression O-ring and a tightening member coupled to at least one of the opposite ends of the cylindrical body, O and the drainage granulation pipe, and according to the required length of the drainage granulation pipe, the drainage granulation pipe is inserted into the cylindrical body in a sliding manner, drawn out along the length, drawn out, and the compression o- Wherein the first and second pipes are installed so as to simultaneously fix the position and the length of the drainage granulation pipe. Structure is provided.

In addition, in the above-described improved owing and drainage granulation piping connection structure, the owing and discharging granulation piping 20 is embedded at a position to pass through the slab concrete 1 and is formed into a cylindrical shape, And a supporting sleeve 31 having one or more seat portions 31b and 31c on which end portions of the supporting portions 31a and 31b are seated and having a plurality of exponential portions 31a formed on the outer peripheral surface thereof.

The cylindrical body 11 of the sliding pocket connection port 10 may be formed with a compression O-ring 12 and a fastening member 13 on at least one side selected from both ends, And a male screw portion 11a is formed on the outer circumferential surface of the male screw portion 11a; The compression o-ring (12) of the sliding pocket connection port (10) is seated in the ring-shaped compression o-ring seating groove (11b) of the body (11); The fastening member 13 of the sliding pocket connector 10 is formed with an internal thread 13a corresponding to the male screw portion 11a of the body 11 on its inner circumferential surface and a plurality of fastening grooves 13b And a pressing projection 13c for pressing the pressing O-ring 12 from the upper side is formed at the other end of the male thread portion insertion side. A through hole 13d, which is the same as the outer diameter of the drainage standing up pipe 20, / RTI > .

In addition, in the improved owing and drainage particulate pipe connection structure, the cylindrical body 11 has the compression o-ring 12 and the tightening member 13 joined to only one side selected from both ends, Diameter portion 11c whose outer diameter is reduced to be equal to that of the drainage granular duct 20 is formed.

In addition, in the improved owing and drainage particulate pipe connection structure, the cylindrical body 11 is made of a transparent material so that the inside can be seen with the naked eye, or a transparent window is formed in one side thereof in the longitudinal direction, It is preferable that the insertion length of the drainage granulation pipe 20 is visually confirmed.

In addition, in the improved owing and drainage granulation piping connection structure, the owing and discharging granulation piping 20 is buried together with the supporting sleeve 31 at a position to pass through the slab concrete 1 and is formed into a cylindrical shape A through-type sleeve 32 having an inner diameter equal to the outer diameter of the drainage granulating pipe 20 and having a plurality of exponents 31a formed on the outer circumferential surface thereof; The support sleeve 31 and the through sleeve 32 are arranged such that the support sleeve 31 and the penetration sleeve 32 are disposed at the same vertical position as the engagement part of the sextier and the water drain connector 40. [ A sleeve upper buried housing 33 coupled to the upper portion and embedded therein; And the like.

In addition, in the improved owing and drainage particulate pipe connection structure, when the central body 11 is not aligned with the other components, the cylindrical body 11 has an upper or lower side of a predetermined length, As shown in FIG.

In order to accomplish the above object, the present invention provides a method for constructing an ooze drainage granular pipe installed in a P / S or P / D to vertically penetrate a slab concrete of each generation and installed together with a sextia and drain connector, O, a cylindrical body 11 having a predetermined length having an inner diameter equal in diameter to the outer diameter of the drainage granulating pipe 20, a pressing O-ring 12 and a tightening member (not shown) joined to at least one of the opposite ends of the cylindrical body (S100) of a sliding pocket connection port (10) including a plurality of sliding pockets (13); A step (S200) of arranging the misplugged granular pipe (20) at a mounting position; The one end of the ozone water discharge pipe 20 is inserted into the installation position and the one end of the ozone water discharge pipe 20 is inserted into the cylindrical body 11 through the compression ozone ring 12 and the tightening member 13, (S500) of adjusting the length of the drainage granulation pipe (20) so that the other end of the drainage granulation pipe (20) is inserted into the installation position while drawing a predetermined length to the inside of the one end of the drainage granulation pipe (20). The oily and water-containing granular pipe 20, which is inserted into one end of the cylindrical body 11 and then pulled out by coupling the compression o-ring 12 and the tightening member 13 to one end of the cylindrical body 11, (S600); The present invention provides a granular piping construction method using an improved owing multiple granulation piping connection structure.

In the granular pipe construction method using the improved owing and drainage granulation piping connection structure, the cylindrical body 11 of the sliding pocket connection port 10 has a compression o-ring 12 and a tightening member 13, And the drainage granulating pipe 20 is cut off; One end of the remaining ozone water discharge pipe 20 cut at the other end of the cylindrical body 11 is pressed against the compression o-ring 12 before the step S500 of adjusting the length and position of the mist / (S300) of adjusting the length of the remaining ozone water discharge pipe 20 while passing through the fastening member 13 and withdrawing a predetermined length to the inside of the other side end of the cylindrical body 11 and pulling the same along the length; The other end of the cylindrical body 11 is inserted into the other end of the cylindrical body 11 by engaging the compression O-ring 12 and the tightening member 13, (S400) of fixing the length of the optical fiber (20); And the second pouring granulating pipe 20 is connected to the second pouring granulating pipe 20 by using the sliding pocket connecting hole 10 so as to fix the length and the position thereof.

In addition, in the granular piping construction method using the improved owing and drainage granulation piping connection structure, before the step (S200) of arranging the owing and discharging granulation piping 20 at the installation position, a plurality of A step (S101) of manufacturing a sleeve 30 in which exponential portions 31a and 32b of the sleeve 30 are formed; (S150) in which the sleeve (30) is installed in a slab form before the slab concrete (1) is placed at a position where the drainage granular pipe (20) passes through the slab concrete (1); .

Further, in the granular piping construction method using the improved owing and dividing granulation piping connection structure, in the step (S150) of embedding the sleeve, an inner diameter of the same diameter as the outer diameter of the ow- The support sleeve 31 having the seat portion 31b and the seat portion 31c on which the end portion of the drainage granulation pipe 20 is seated is provided on the inner side of the through sleeve 32, The supporting sleeve 31 and the penetrating sleeve 32 are coupled to the upper portion of the supporting sleeve 31 and the through sleeve 32 and are vertically positioned at the same position as the engaging portion of the sextier, It is preferable to embed the upper sleeve-embedded housing 33, which is formed so that the upper sleeve-embedded housing 33 is disposed.

In addition, in the granular pipe construction method using the improved owing and drainage granulation pipe connection structure, before the step (S200) of arranging the owing and discharging granulation pipe 20 at the installation position, A step (S102) of forming a sextower, drain connector lower buried housing (50) in which a plurality of exponents (52) are formed on the outer circumferential surface of the throat, drainage connector seat (51); The slab concrete 1 is installed in a slab form before the slab concrete 1 is inserted into the slab concrete 1 at a position where the slab concrete 1 passes through the septic tile and drainage connector lower housing 50, S151).

The effects of the present invention are as follows.

By using the newly developed sliding pocket connection port that accommodates the floor height deviation, it is not necessary to cut and install the drainage granulation piping after the floor height measurement by generation, but it is delivered after the order production according to the piping length in the factory, It is possible to adjust the length of piping by mistake by generation and by using upper housing of sleeve and sleeve, it is possible to fix the granulation piping without fixing means, so it is very easy to install, And it is an extremely useful invention that can provide an improved owing and discharging granular connection structure and a granular piping construction method using the granular piping connection structure,

Fig. 1 is a schematic view showing the installation of a conventional o, drainage granulation piping and a sextia,
2 is a sectional view and a front view showing a sliding pocket connecting port according to a first embodiment of the present invention;
3 is a cross-sectional view and a front view showing a second embodiment of a sliding pocket connector to which the present invention is applied
Fig. 4 is a view showing a piping installation diagram when the embodiment 1 of the present invention is applied to a ceiling pipe
Fig. 5 is a view showing a piping installation state in which the first embodiment of the present invention is connected to the upper side of the sextier and the drain connector when applied to the layered piping. Fig.
6 is a view showing a piping installation state in a state where the first embodiment of the present invention is connected to the lower side of the sextier and the drain connector when applied to the layered piping.
Fig. 7 is a view showing a piping installation showing a state where the second embodiment of the present invention is connected to the upper side of the sextier and the drain connector when applied to the layered piping. Fig.
8 is a view showing a piping installation showing a state in which the second embodiment of the present invention is connected to the lower portion of the sextier and the drain connector when applied to the layered piping.
9 is a schematic view showing the construction process of FIG. 6 step by step
Fig. 10 is a schematic view showing a piping installation showing a construction state using a sextia, a lower landfill housing under a drainage connector when the embodiment 1 of the present invention is applied to a layered piping
11 is a flowchart showing a construction method using a connection structure to which the present invention is applied

Hereinafter, the present invention will be described in detail with reference to preferred embodiments. It is to be understood, however, that the embodiments are illustrative of the invention in order that the invention may be better understood, and that the terms or words used should not be construed in a conventional or dictionary sense, It should be understood that the present invention should not be construed as being limited to the meanings and concepts consistent with the technical idea of the present invention based on the principle that the concept of the term can be appropriately defined in order to explain it by a method.

The improved owing and drainage granulation piping connection structure of the present invention has a sliding pocket connection port 10 and a sleeve 30 which is coupled with the drainage granulation piping and a sleeve upper landing housing 33 and a sextia, Includes a buried housing (50).

The sliding pocket connecting port 10 is a component for fixing the installation position of the drainage granulation pipe at the same time as adjusting the length while inserting and withdrawing the drainage granulation pipe 20 by a predetermined length, The equivalent structure that can be easily replaced by a person skilled in the art without being limited to the constitution described in the first and second embodiments falls within the scope of the present invention.

(Example 1)

The sliding pocket connection port 10 includes a cylindrical body 11 having a predetermined length and an inner diameter equal to the outer diameter of the owing and drainage granulating pipe 20 and a cylindrical body 11 having a predetermined length, A compression o-ring 12 and a tightening member 13 which are joined together.

The sliding pocket connection port 10 is disposed at the installation position of the drainage granulating pipe 20 so as to be located inside the cylindrical body 11 according to the required length of the drainage granulating pipe 20, (20) is inserted in a sliding manner and pulled out in accordance with the length, and the compression o-ring (12) and the fastening member (13) are combined to form a double- And the position and length of the pipe 20 are fixed at the same time.

2, the cylindrical body 11 of the sliding pocket connector 10 according to the first embodiment of the present invention has a compression o-ring 12 and a fastening member 13 (11a) is formed on the outer circumferential surface, and an inner diameter and an outer diameter of the outer circumferential surface are equal to those of the drainage granulation pipe (20) (11c); The compression o-ring (12) of the sliding pocket connection port (10) is seated in the ring-shaped compression o-ring seating groove (11b) of the body (11); The fastening member 13 of the sliding pocket connector 10 is formed with an internal thread 13a corresponding to the male screw portion 11a of the body 11 on its inner circumferential surface and a plurality of fastening grooves 13b And a pressing projection 13c for pressing the pressing O-ring 12 from the upper side is formed at the other end of the male thread portion insertion side. A through hole 13d, which is the same as the outer diameter of the drainage standing up pipe 20, .

The '?' -Shaped extension 18 is formed with a plurality of protrusions equidistantly spaced apart from each other by a latch and is engaged with a plurality of engagement grooves 13b formed at equal intervals on the outer circumferential surface of the fastening member 13, Shaped extension 18, as shown in FIG.

The compression protrusions 13c form an inclined surface facing the center axis so that a pressing force is applied to push the compression o-ring 12 in the direction of the central axis when the compression o-ring 12 is compressed, When the tightening member 13 is tightened, the force for pushing the compression o-ring 12 toward the drainage granulating pipe 20 becomes stronger.

The cylindrical body 11 is made of a transparent material so that the inside thereof can be seen with the naked eye, or a transparent window is formed in one side thereof in the longitudinal direction, so that the insertion length of the oozing water discharge pipe 20 can be visually confirmed It is possible to confirm easily with the naked eye without separating whether the drainage granulated pipe 20 is stably inserted or not, so that the work is very easy and the work can be assured.

In addition, the cylindrical body 11 has a structure in which the central axes do not mutually coincide with each other when combined with other components such as the water drainage pipe 20, the sleeve 30, the sextia, the water drain connector 40, The upper side or the lower side of the predetermined length is spaced apart from the longitudinal center axis by a predetermined distance so as to be easily coupled with other components so as to compensate for the difficulty (not shown).

The sleeve 30 for accommodating the mistaken and drained pipe is disposed in the P / S or P / D space where the water discharge granulation pipe 20 is installed and the drainage granulating pipe 20 is connected to the slab concrete 1 The slab is placed in a slab form before the concrete floor slab is inserted so that the drainage granulation pipe 20 can be inserted or coupled to the vertical slab, and is embedded in the slab in the P / S or P / D after the concrete is poured. Lt; / RTI >

The sleeve 30 that accommodates the mist / drain pipes is formed in a cylindrical shape and is embedded in the slop concrete 1 at a position where the mist / drainage granulation pipe 20 passes through the slab concrete 1, and the drainage granulated pipe 20 A support type sleeve 31 having a plurality of exponents 31a formed on an outer circumferential surface thereof and a seat 31b on which end portions of the slab concrete (32), which is embedded at a position to penetrate the core (1) and has a plurality of exponents (32a) formed on the outer circumferential surface thereof.

When the support sleeve 31 and the through-hole sleeve 32 are installed at the same time, the support sleeve 31 is for the upper-layer integrated ooze drainage pipe 22, and the through- The upper and lower tiers are constructed for the oven and drainage piping 21 and the joint portion of the sextier and drain connector 40 to match the piping positions of the sextier, A sleeve upper landfill housing 33 coupled to an upper portion of the support sleeve 31 and the through sleeve 32 so that the support sleeve 31 and the penetration sleeve 32 are vertically disposed at the same position, .

The lower part of the upper part of the sextia water drain connector 40 is filled with the drainage granulation pipe 20 at a position where it passes through the slab concrete 1, The upper portion is opened and the sextetooler / drainage connector seat portion 51 is formed on the inner side, and a plurality of exponent portions 52 are formed on the outer circumferential surface so as to be able to seat the upper portion.

Hereinafter, a process of constructing the waste granulated pipe by using the improved o / drain granulated pipe connecting structure manufactured as described above will be described according to various construction examples.

(Construction example 1): Example in which Embodiment 1 of the present invention is applied to ceiling piping of a household rest room

As shown in FIG. 4, the support sleeve 31 of the present invention is embedded in the slab formwork before the slab concrete 1 is placed at the position where the drainage granulation pipe 20 passes through.

Next, a sextia water drain connector 40 is connected to the upper end of the main-layer integrated o / w eipple piping 25, and a generation-use elbow 23 and a reduced-diameter portion 11c of the sliding pocket connection opening 10 are connected to the upper- And the lower end of the upper layer integrated o / w flow pipe (22) is inserted into the sliding pocket connection port (10) to prepare a shortened length.

Next, the upper end of the upper-layer integrated ooze discharge granulating pipe 22 is inserted into the lower seating portion 31c of the supporting sleeve 31 embedded in the ceiling. At this time, when an adhesive is applied to the upper end of the upper layer integrated o / w drop pipe 22 as long as the length to be inserted into the seat part 31c and then inserted, it can be more firmly coupled after installation. However, the use of an adhesive may be rather inconvenient at the time of pipe disassembly, and a 'C' -shaped flat rubber ring (not shown) may be inserted in place of the adhesive to fix it without departure prevention and shaking.

Next, as shown in the left side of Fig. 4, the lower end of the main-layer integrated oozing water discharge pipe 25 is inserted into the upper seating portion 31b of the support sleeve 31 embedded in the floor.

Next, the upper layer integrated ozone water discharge pipe 22 is drawn out upward from the sliding pocket connection port 10, and the support sleeve 31 embedded in the ceiling and the support sleeve 31 embedded in the floor are vertically extended Is pulled out so as to have a pressing supporting force, and is then fixed by using the compression o-ring (12) and the tightening member (13). At this time, the total length of the upper-layer integrated ozone water drainage pipe 22, the sliding pocket connection hole 10, the sextia, the water drain connector 40 and the main-layer integrated ozone water drainage pipe 25 is fixed, And the position is also fixed by pushing and supporting the supporting sleeve 31 and the supporting sleeve 31 embedded in the bottom. Since the length of the drainage granulation pipe 20 can be adjusted in the field as described above, even if the stratum corneum is formed differently, it is possible to accommodate the deviation length of the pipe in the sliding pocket connection hole 10, , It is possible to cope with this by adjusting the deviation of the inter-layer pipe length along the layer height without cutting the drainage granulation pipe 20.

Next, as shown in the right side of FIG. 4, the upper-layer generation and drainage pipe 24 is connected to the generation elbow 23 and fixed to the ceiling using the pipe hanger 60, P / D space.

By using the support sleeve 31 and the sliding pocket connection port 10 of the present invention as described above, the angle 150 and the U-bolt 151 for supporting and securing the drainage granulating pipe 20 are installed When the length is reduced by unhooking the sliding pocket connection opening 10 and inserting the upper layer integrated o / w flow pipe 22 during repairing, it is not necessary to install separate formwork and mortar for the fire partition, It is possible to remove the upper end of the upper-layer integrated ozone water discharge pipe 22 from the sleeve 31 and the lower end of the ozone-depleted ozone water discharge pipe 25 from the bottom-embedded support sleeve 31, It is possible to repair itself in each household.

(Application Example 2): Example in which Embodiment 1 of the present invention was applied to the upper side of a sextia and a drain connector at the time of layered piping

5, the supporting sleeve 31, the through-type sleeve 32 and the upper sleeve housing 33 of the present invention are connected to the slab concrete 1 at a position where the drainage granulation pipe 20 passes therethrough, It is installed in the slab form before burial and buried.

Next, as shown in FIG. 9 (a), a sextia water drain connector 40 is connected to the upper end of the main-stream integrated ozone water pick-up pipe 25, and two sliding pocket connecting openings 10 The lower layer of the upper layer owing and discharging granulating pipe 21 and the lower layer of the upper layer owing and discharging granulating pipe 22 are inserted into the two sliding pocket connecting openings 10 by coupling the reduced diameter portion 11c, Prepare.

Next, as shown in FIG. 9 (b), the upper end of the upper-layer generation owing and recycling granulating pipe 21 passes through the through-type sleeve 32 embedded in the ceiling, Is inserted into the lower seating part (31c) of the support sleeve (31). The generation elbow 23 is coupled to the upper end of the upper layer owing and dropping granulation pipe 21 passing through the through sleeve 32 and the upper layer integrated ozone water When an adhesive is applied to the upper end of the granular pipe 22 and then inserted, it can be more firmly coupled after the installation. However, the use of an adhesive may be rather inconvenient at the time of pipe disassembly, and a 'C' -shaped flat rubber ring (not shown) may be inserted in place of the adhesive to fix it without departure prevention and shaking.

As shown in FIG. 5, when the generation elbow 23 is fixed using the U-band 62, it is more stably fixed.

Next, as shown in FIG. 9C, the lower end of the main-layer integrated ozone water discharge pipe 25 is inserted into the upper seating portion 31b of the support sleeve 31 embedded in the floor.

Next, the upper layer owing and discharging granulating pipe 21 and the upper and lower integrated granulating and discharging granulating pipe 22 are drawn out upward from the sliding pocket connecting hole 10, and the supporting sleeve 31 embedded in the ceiling and the bottom And is then fixed to the support sleeve 31 by a compression o-ring 12 and a fastening member 13 after having been pulled out so as to have a supporting force for pushing the support sleeve 31 up and down. Further, the upper-layer generation owls and drainage granulation pipe 21 may be drawn out from the upper layer to the extent that they are connected to the generation elbow 23. At this time, the total length of the integrated ozone water drainage pipe 20, the sliding pocket connection hole 10, the sex tiao, the drain water connection device 40 and the main-layer integrated ozone water drainage pipe 25 is fixed and at the same time, The position is also fixed by pushing and supporting the supporting sleeve 31 and the supporting sleeve 31 embedded in the floor. In this way, since the length of the drainage granulation pipe 20 can be adjusted in the field, even if the stratification height is different, the length of the pipe deviation is accommodated in the sliding pocket connection hole 10, It is possible to cope with the problem by adjusting the deviation of the inter-layer pipe length along the bed height without cutting the drainage granulation pipe 20.

By using the support sleeve 31 of the present invention, the penetration type sleeve, the upper portion of the sleeve housing 33 and the sliding pocket connection port 10, the angle 150 for supporting and fixing the drainage granulation pipe 20 And the U-bolt 151. It is not necessary to install a separate formwork for the fire partition and to install the mortar, and when repairing, the sliding pocket connection port 10 is loosened and the drainage granular pipe 20 is opened When the length is reduced by inserting, the upper end of the upper-layer integrated ooze drainage piping 22 from the ceiling-embedded support sleeve 31 and the upper-layer integrated ooze drainage piping 25 ) Can be removed, and thus it is possible to repair itself in each household where maintenance is required.

(Working Example 3): Example in which the embodiment 1 of the present invention was applied to the lower part of the sextia and the drain connector at the time of layered piping

6, the supporting sleeve 31, the penetrating sleeve 32 and the upper sleeve housing 33 of the present invention are connected to the slab concrete 1 at a position where the drainage granulating pipe 20 passes through, It is installed in the slab form before burial and buried.

Next, a sliding pocket connecting port 10 is connected to the upper end of the main-layer integrated oo / water bridging pipe 25, a sex tie / drain connecting device 40 is connected to the reduced diameter portion 11c of the sliding pocket connecting port 10, And the lower layer of the upper layer integrated ozone water discharge pipe 22 is connected to the upper side of the upper layer oographed ozone water discharge pipe 25 and the upper layer ozone water discharge pipe 25 is inserted into the sliding pocket connection hole 10 Be prepared with shortened length.

The upper end of the upper layer owing and discharging granulating pipe 21 is passed through a through type sleeve 32 embedded in the ceiling and the upper end of the upper layer unified owing and discharging granulating pipe 22 is connected to the lower side And is inserted into the seat portion 31c. The generation elbow 23 is coupled to the upper end of the upper layer owing and dropping granulation pipe 21 passing through the through sleeve 32 and the upper layer integrated ozone water When an adhesive is applied to the upper end of the granular pipe 22 and then inserted, it can be more firmly coupled after the installation. However, the use of an adhesive may be rather inconvenient at the time of pipe disassembly, and a 'C' -shaped flat rubber ring (not shown) may be inserted in place of the adhesive to fix it without departure prevention and shaking.

Next, as shown in FIG. 6, the lower end of the main-layer integrated ozone water discharge pipe 25 is inserted into the upper seating portion 31b of the support sleeve 31 embedded in the floor.

Next, the main-layer integrated ozone water discharge pipe 25 is pulled downward from the sliding pocket connection port 10, and the support sleeve 31 embedded in the ceiling and the support sleeve 31 embedded in the floor are vertically Is pulled out so as to have a pressing supporting force, and is then fixed by using the compression o-ring (12) and the tightening member (13). At this time, the total length of the upper-layer integrated ozone water drainage pipe 22, the sliding pocket connection hole 10, the sextia, the water drain connector 40 and the main-layer integrated ozone water drainage pipe 25 is fixed, And the position is also fixed by pushing and supporting the supporting sleeve 31 and the supporting sleeve 31 embedded in the bottom. Since the length of the drainage granulation pipe 20 can be adjusted in the field as described above, even if the stratum corneum is formed differently, it is possible to accommodate the deviation length of the pipe in the sliding pocket connection hole 10, , It is possible to cope with this by adjusting the deviation of the inter-layer pipe length along the layer height without cutting the drainage granulation pipe 20.

By using the support sleeve 31 of the present invention, the penetration type sleeve, the upper portion of the sleeve housing 33 and the sliding pocket connection port 10, the angle 150 for supporting and fixing the drainage granulation pipe 20 And the U-bolt 151. It is not necessary to install a separate formwork for the fire partition and to install the mortar, and when repairing, the sliding pocket connection port 10 is loosened and the drainage granular pipe 20 is opened When the length is reduced by inserting, the upper end of the upper-layer integrated ooze drainage piping 22 from the ceiling-embedded support sleeve 31 and the upper-layer integrated ooze drainage piping 25 ) Can be removed, and thus it is possible to repair itself in each household where maintenance is required.

(Example of construction example 4): Example of applying the first embodiment of the present invention to the lower part of the sextia and the drain connector by installing the lower tiered housing of the sextia and the drainage connector in the layered piping

As shown in FIG. 10, the sextile and drain connector 40 of the present invention is fabricated so that the connection portion of the main-layer generation drain pipe 24 is formed on the side surface.

Next, the bottom of the housing 20 of the present invention is embedded in the slab form before the slab concrete 1 is placed at the position where the drainage granular pipe 20 passes through.

Next, the sextia, drainage connector 40 is seated on the ceiling and the bottom of the main floor, respectively, in the sextia and drainage connector lower buried housing 50. In this case, as shown in FIG. 10, the sextetooler / drain connector 40 can be fixed more stably by using the U-band 62.

Next, a sliding pocket connecting port 10 is connected to the upper end of the main floor integrated o / w showering granulating pipe 25, and the main floor integrated oily drain granulating pipe 25 is inserted into the sliding pocket connecting hole 10 to shorten the length .

Next, the reduced-diameter portion 11c of the sliding pocket connector 10 is coupled to the lower portion of the sextower water drain connector 40 through the sextier, drain connector lower buried housing 50 buried in the ceiling.

Next, the main-layer integrated ozone water discharge pipe 25 is drawn downward from the sliding pocket connection port 10 and connected to the upper part of the sextia water drain connector 40 which is seated on the floor, The water outlet connector 40 is pulled out so as to have a supporting force pressing the water outlet connector 40 in the up and down direction on the upper part of the sextier and drain connector 40 embedded in the bottom and bottom of the water outlet connector 40, Fixed. At this time, the whole length of the main-floor integrated ozone water discharge pipe 25 and the sliding pocket connection opening 10 is fixed, and at the same time, the sextia water drain connector 40, which is fixed on the ceiling and the floor, Is also fixed. Since the length of the main layer integrated ozone water discharge pipe 25 can be adjusted in the field, even if the height of the floor is different, the length of the pipe deviation is accommodated in the sliding pocket connection opening 10, It is possible to cope with this by adjusting the deviation of the inter-layer pipe length along the layer height without cutting the layer-by-layer integrated ozone discharge pipe 25.

By using the sex tiao, the water drain connector, the sextia, the lower embedded housing and the sliding pocket connection port 10 of the present invention, the main floor integrated ozone water discharge pipe 25 is supported and fixed It is not necessary to install a separate formwork for the fire partition and to install the mortar, and the sliding pocket connection port 10 is used when the pipe connection part is leaked and the pipe is replaced. When the length is reduced by inserting the main layer integrated oo drainage granulation pipe 25, the upper end of the sliding pocket connector 10 is inserted from the ceiling-embedded sextier and drain connector 40, Since the lower end of the main-layer integrated ozone discharge pipe 25 can be taken out from the connecting device 40, it is possible to repair the ozone water in the respective generation requiring repairing without self- The.

(Example 2)

The sliding pocket connection port 10 of the second embodiment has a cylindrical body 11 having a predetermined length and an inner diameter equal to the outer diameter of the mist granulated particulate pipe 20 and a cylindrical body 11 having both ends connected to both ends of the cylindrical body A compression O-ring 12 and a tightening member 13.

The sliding pocket connection port 10 is disposed at the installation position of the drainage granulating pipe 20 so as to be located inside the cylindrical body 11 according to the required length of the drainage granulating pipe 20, (20) is inserted in a sliding manner and pulled out in accordance with the length, and the compression o-ring (12) and the fastening member (13) are combined to form a double- And the position and length of the pipe 20 are fixed at the same time.

3, the cylindrical body 11 of the sliding pocket connection opening 10 is formed in such a manner that the compression O-ring 12 and the tightening member 13 are coupled to both sides of the sliding pocket connection opening 10, A pressing o-ring seating groove 11b is formed at the inner peripheral surface of the inner peripheral surface, and a male screw portion 11a is formed at the outer peripheral surface thereof; The compression o-ring (12) of the sliding pocket connection port (10) is seated in the ring-shaped compression o-ring seating groove (11b) of the body (11); The fastening member 13 of the sliding pocket connector 10 is formed with an internal thread 13a corresponding to the male screw portion 11a of the body 11 on its inner circumferential surface and a plurality of fastening grooves 13b And a pressing projection 13c for pressing the pressing O-ring 12 from the upper side is formed at the other end of the male thread portion insertion side. A through hole 13d, which is the same as the outer diameter of the drainage standing up pipe 20, .

The supporting sleeve 31, the through-type sleeve 32, the sextia, and the water drain connector 40 are the same as those in the first embodiment, and a description thereof will be omitted.

Hereinafter, a process of constructing the waste granulated pipe by using the improved o / drain granulated pipe connecting structure manufactured as described above will be described according to various construction examples.

(Construction example 5): Example in which the second embodiment of the present invention is applied to the upper part of the sextia and the drain connector at the time of layered piping

7, the supporting sleeve 31, the through-type sleeve 32 and the upper sleeve housing 33 of the present invention are connected to the slab concrete 1 at a position where the drainage granulation pipe 20 passes therethrough, It is installed in the slab form before burial and buried.

Next, a sextia water / drain connection device 40 is connected to the upper end of the main-layer integrated ozone water discharge pipe 25, and an upper-layer generation ozone water discharge pipe 21 and an upper-layer ozone water discharge pipe 22 And the lower end of the upper layer integrated o / w > drainage pipe 22 is connected to the sliding pocket connection port 10, So that the length is shortened.

Next, the upper ends of the upper-layer generation owls and drainage granulation pipe 21 and the upper-layer integrated ozone water discharge pipe 22 are connected to a through-type sleeve 32 embedded in the ceiling and a lower seat 31c of the support sleeve 31 Respectively. At this time, when an adhesive is applied to the upper end of the upper layer integrated o / w drop pipe 22 as long as the length to be inserted into the seat part 31c and then inserted, it can be more firmly coupled after installation. However, the use of an adhesive may be rather inconvenient at the time of pipe disassembly, and a 'C' -shaped flat rubber ring (not shown) may be inserted in place of the adhesive to fix it without departure prevention and shaking.

Next, the lower end of the main-layer integrated ozone water pick-up pipe 25 is inserted into the upper seating portion 31b of the support sleeve 31 embedded in the floor.

Next, a support sleeve (31) for withdrawing the upper layer owing and discharging granulating pipe (21) and the upper and lower integrated granulating and discharging granulating pipe (22) from the sliding pocket connecting hole (10) And a supporting sleeve 31 embedded in the bottom so as to have a supporting force for pressing in the up and down direction, and then fixed using a compression o-ring 12 and a tightening member 13. [ At this time, the total length of the upper-layer integrated ozone water drainage pipe 22, the sliding pocket connection hole 10, the sextia, the water drain connector 40 and the main-layer integrated ozone water drainage pipe 25 is fixed, And the position is also fixed by pushing and supporting the supporting sleeve 31 and the supporting sleeve 31 embedded in the bottom. Since the length of the drainage granulation pipe 20 can be adjusted in the field as described above, even if the stratum corneum is formed differently, it is possible to accommodate the deviation length of the pipe in the sliding pocket connection hole 10, , It is possible to cope with this by adjusting the deviation of the inter-layer pipe length along the layer height without cutting the drainage granulation pipe 20.

Next, as shown in Fig. 7, after the household elbow 23 and the household water supply and drainage pipe 24 are connected to the main-floor generation water distribution pipe 20, the bricks are assembled and the P / S or P / D Space.

By using the support sleeve 31, the through-type sleeve 32 and the sliding pocket connection port 10 of the present invention, the angle 150 for supporting and securing the drainage granulating pipe 20 and the U- It is not necessary to install a separate mold for the fire partition and the installation of the mortar, and when repairing, the sliding pocket connection opening 10 is loosened, And when the length is reduced by inserting the drainage granulating pipe 22, the upper layer owing and discharging granulating pipe 21 and the upper layer unified drainage granulating pipe 22 and the lower end of the main-layer integrated ozone discharge pipe 25 from the bottom-embedded support sleeve 31, it is possible to repair itself in each generation requiring repair.

(Working Example 6): Example of application of the second embodiment of the present invention to the lower part of the sextia and the drain connector when layered piping

8, the support sleeve 31, the through-type sleeve 32 and the upper sleeve housing 33 of the present invention are connected to the slab concrete 1 at a position where the drainage granular pipe 20 passes therethrough, It is installed in the slab form before burial and buried.

Next, a sliding pocket connecting port 10 is connected to the middle of the main-floor integrated ozone water pick-up pipe 25, and a sex tie water drain connector 40 is connected to the upper end of the main- And the lower layer of the upper layer integrated ozone water discharge pipe 22 is connected to the upper side of the upper layer oographed ozone water discharge pipe 25 and the upper layer ozone water discharge pipe 25 is inserted into the sliding pocket connection hole 10 Be prepared with shortened length.

The top end of the upper layer owing and discharging granulating pipe 21 passes through the through sleeve 32 and the upper layer unified owing and discharging granulating pipe 22 passes through the lower mounting portion 31c of the supporting sleeve 31 . The generation elbow 23 is coupled to the upper end of the upper layer owing and dropping granulation pipe 21 passing through the through sleeve 32 and the upper layer integrated ozone water When an adhesive is applied to the upper end of the granular pipe 22 and then inserted, it can be more firmly coupled after the installation. However, the use of an adhesive may be rather inconvenient at the time of pipe disassembly, and a 'C' -shaped flat rubber ring (not shown) may be inserted in place of the adhesive to fix it without departure prevention and shaking.

Next, as shown in Fig. 8, the lower end of the main-layer integrated ozone discharge granulating pipe 25 is inserted into the upper seating portion 31b of the supporting sleeve 31 embedded in the floor.

Next, the main-layer integrated ozone water discharge pipe 25 is pulled downward from the sliding pocket connection port 10, and the support sleeve 31 embedded in the ceiling and the support sleeve 31 embedded in the floor are vertically Is pulled out so as to have a pressing supporting force, and is then fixed by using the compression o-ring (12) and the tightening member (13). At this time, the total length of the upper-layer integrated ozone water drainage pipe 22, the sliding pocket connection hole 10, the sextia, the water drain connector 40 and the main-layer integrated ozone water drainage pipe 25 is fixed, And the position is also fixed by pushing and supporting the supporting sleeve 31 and the supporting sleeve 31 embedded in the bottom. Since the length of the drainage granulation pipe 20 can be adjusted in the field as described above, even if the stratum corneum is formed differently, it is possible to accommodate the deviation length of the pipe in the sliding pocket connection hole 10, , It is possible to cope with this by adjusting the deviation of the inter-layer pipe length along the layer height without cutting the drainage granulation pipe 20.

By using the support sleeve 31 of the present invention, the penetration type sleeve, the upper portion of the sleeve housing 33 and the sliding pocket connection port 10, the angle 150 for supporting and fixing the drainage granulation pipe 20 And the U-bolt 151. It is not necessary to install a separate formwork for the fire partition and to install the mortar, and when repairing, the sliding pocket connection port 10 is loosened and the drainage granular pipe 20 is opened When the length is reduced by inserting, the upper end of the upper-layer integrated ooze drainage piping 22 from the ceiling-embedded support sleeve 31 and the upper-layer integrated ooze drainage piping 25 It is possible to remove the lower end of the main body of the vehicle.

When the sliding pocket connecting port 10 is coupled to the lower portion of the sextier and drain connector 40, the compression oo ring (not shown) 12 and the tightening member 13 and then fastened and fixed by using a fixing means such as a normal stainless steel hose band 64 so as to come into close contact with the lower portion of the tightening member 13 so that the tightening member 13 is seated, It can be prevented that the connector 40 is pushed down by the load and the vibration generated in drainage.

Although the sliding pocket connection port 10 of the present invention is applied to the ozone discharge pipe 20, it is not limited to the electric wiring, the telephone wiring, and the Internet line wiring installed in the P / S or P / It is of course possible to apply the piping used for the construction work and it is included in the scope of the present invention.

A construction method of all the above examples will be briefly described with reference to FIG.

First, in a method of installing a waste water granular pipe disposed at P / S or P / D to vertically penetrate slab concrete of each generation and installed together with a sex tile and drain connector,

First, a cylindrical body 11 having a predetermined length having an inner diameter equal to the outer diameter of the ozone discharge granulating pipe 20, a pressing o-ring 12 coupled to at least one of the opposite ends of the cylindrical body, A step (S100) of manufacturing a sliding pocket connector (10) including a fastening member (13);

A step (S200) of arranging the misplugged granular pipe (20) at a mounting position;

The one end of the ozone water discharge pipe 20 is inserted into the installation position and the one end of the ozone water discharge pipe 20 is inserted into the cylindrical body 11 through the compression ozone ring 12 and the tightening member 13, (S500) of adjusting the length of the drainage granulation pipe (20) so that the other end of the drainage granulation pipe (20) is inserted into the installation position while drawing a predetermined length to the inside of the one end of the drainage granulation pipe (20).

The oily and water-containing granular pipe 20, which is inserted into one end of the cylindrical body 11 and then pulled out by coupling the compression o-ring 12 and the tightening member 13 to one end of the cylindrical body 11, (Step S600).

7 and 8, the cylindrical body 11 formed by cutting the waste water granulating pipe 20 and having the center of its both ends connected to the compression o-ring 12 and the tightening member 13, In the case of combining using < RTI ID = 0.0 >

Before the step (S500) of adjusting the length and position of the owing and multiplying particulate pipe,

The other end of the remaining ozone water discharge pipe 20 cut at the other end of the cylindrical body 11 is passed through the compression O-ring 12 and the tightening member 13 to be positioned inside the other side end of the cylindrical body 11 (S300) of adjusting the length of the remaining ozone drainage granulation pipe (20) while being pulled in accordance with the length after inserting the length;

The other end of the cylindrical body 11 is inserted into the other end of the cylindrical body 11 by engaging the compression O-ring 12 and the tightening member 13, (S400) of fixing the length of the ozone generator 20 and the length of the ozone generator 20 and connecting the ozone generator 20 to the ozone generator 20 using the sliding pocket connector 10, It is possible.

The step of manufacturing the sleeve 30 in which the plurality of exponents 31a and 32b are formed on the outer circumferential surface is formed in a cylindrical shape before the step S200 of arranging the mist / (S101); And a step S150 of installing the sleeve 30 in a slab form before the slab concrete 1 is installed at a position where the drainage granular pipe 20 passes through the slab concrete 1 .

In the step S150 of filling the sleeve, a through-type sleeve 32 having an inner diameter equal in diameter to the outer diameter of the owing and discharging granulating pipe 20 and a through- The support sleeve 31 is provided on the lower side of the support sleeve 31 and has seated portions 31b and 31c on which the end portions are seated. The support sleeve 31 is coupled to the upper portion of the support sleeve 31 and the through sleeve 32, It is preferable to embed the sleeve upper landfill housing 33, which is formed so that the support sleeve 31 and the penetration sleeve 32 are disposed at the same position vertically as the joint portion of the TiO 2 and the water drain connector 40 .

Also, before step (S200) of placing the miscellaneous granular pipe 20 at the installation position, the upper part is opened and the sextier, drainage connector seat part 51 is formed on the inner side, and a plurality of exponent parts (S102) of forming a sextile, drainage connector lower buried housing (50) in which a bottom wall (52) is formed; A step S151 in which the bottom of the septet and drain connector is buried in the slab form before the slab concrete 1 is inserted into the slab concrete 1 at a position where the drainage granular pipe 20 passes through the slab concrete 1 ); ≪ / RTI >

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.

160 is a mortar, 170 is a toilet ceiling, and 180 is a masonry wall.

Description of the Related Art
Slab Concrete 10 Sliding Pocket Connector
11: Cylindrical body 11a: male thread part
11b: a press-fit O-ring seat groove 11c:
12: compression o-ring 13: tightening member
13a: Female thread portion 13b:
13c: a pressing projection 13d: a through hole
18: Extension 20: Oh, drainage granulation piping
21: upper layer generation o, drainage granulation piping 22: upper layer integrated o, drainage granulation piping
23: Generation Elbow 24: Generation O, Water Pipe
25: main layer integrated o, drainage granulation piping 30: sleeve
31: Support type sleeve 31a: Exponent part
31b: seat portion 32: through sleeve
32a: Exponent part 33: Sleeve upper landfill housing
34: Sleeve landfill cover 40: Sex tiao, drain connector
50: Sex tiao, drainage connector Lower landfill housing
51: Sex tiao, drainage connector seat part 52: Exponent part
60: Pipe hanger 62: U-band
64: stainless steel hose band 70: toilet ceiling
80:
S100: Sliding Pocket Connector Manufacturing Step
S101: Sleeve fabrication step
S102: Sex tiao, drain connector Lower buried housing manufacturing step
S150: Sleeve embedding step
S151: Sex tiao, drainage connector Lower landfill embedding stage
S200: Place the drainage granulation pipe in the installation position
S300: O, step of adjusting the length of the drainage granular pipe
S400: O, the step of fixing the length of the drainage granulation pipe
S500; Oh, length adjustment step so that the bottom of the drainage granulation pipe is inserted into the installation position
S600: Oh, the simultaneous fixation of the length and position of the drainage granular pipe

Claims (12)

It is installed in pipe shaft (P / S) or pipe duct (P / D) to vertically penetrate the slab concrete of each generation and connect to the sewage pipe In the structure,
A cylindrical body having a predetermined length having an inner diameter equal to the outer diameter of the owing and drainage granulating pipe and a sliding pocket connecting hole including a pressing o-ring and a tightening member coupled to at least one of the opposite ends of the cylindrical body And the water discharge granulation pipe is inserted into the cylindrical body according to the required length of the drainage granulation pipe and inserted into the drainage granulation pipe in a sliding manner, Is installed so as to fix the position and the length of the drainage granulation pipe at the same time. The method according to claim 1,
The ozone discharge pipe 20 is embedded in the slab concrete 1 at a position to penetrate the slab concrete 1 and is formed into a cylindrical shape so as to have seats 31b and 31c on the inner circumferential surface on which the end of the drainage granulating pipe 20 is seated. And a supporting sleeve (31) having a plurality of exponents (31a) formed on the outer circumferential surface thereof. 3. The method of claim 2,
The cylindrical body 11 of the sliding pocket connection opening 10 is formed with a compression orifice mounting groove 11b at an inner peripheral end thereof so that the compression O-ring 12 and the tightening member 13 are engaged with each other, And a male screw portion 11a is formed on an outer circumferential surface thereof;
The compression o-ring (12) of the sliding pocket connection port (10) is seated in the ring-shaped compression o-ring seating groove (11b) of the body (11);
The fastening member 13 of the sliding pocket connector 10 is formed with an internal thread 13a corresponding to the male screw portion 11a of the body 11 on its inner circumferential surface and a plurality of fastening grooves 13b And a pressing projection 13c for pressing the pressing O-ring 12 from the upper side is formed at the other end of the male thread portion insertion side. A through hole 13d, which is the same as the outer diameter of the drainage standing up pipe 20, / RTI > Wherein the first and second flow passageways are connected to each other. The method of claim 3,
The cylindrical body 11 has a compression o-ring 12 and a tightening member 13 connected to only one of the two side ends and has an inner and outer diameters at the other end thereof and is reduced to be equal to that of the drainage granular duct 20 And the reduced diameter portion (11c) of the reduced diameter portion is formed. 5. The method according to any one of claims 2 to 4,
The cylindrical body 11 is made of a transparent material so that the inside of the cylindrical body 11 can be seen by the naked eye or a transparent window is formed in one side thereof in the longitudinal direction so that the insertion length of the water discharge pipe 20 can be visually confirmed Wherein the preform is manufactured by a method comprising the steps of: 5. The method according to any one of claims 2 to 4,
The waste granulated pipe 20 is buried together with the support sleeve 31 at a position where it passes through the slab concrete 1 and is formed into a cylindrical shape so that the inside diameter is equal to the outside diameter of the drainage granulating pipe 20 (32) having a plurality of exponential portions (31a) formed on the outer circumferential surface thereof;
The support sleeve 31 and the through sleeve 32 are arranged such that the support sleeve 31 and the penetration sleeve 32 are disposed at the same vertical position as the engagement part of the sextier and the water drain connector 40. [ A sleeve upper buried housing 33 coupled to the upper portion and embedded therein; Wherein the first and second flow passageways are configured to include an inlet port and an outlet port. 5. The method according to any one of claims 2 to 4,
Characterized in that the cylindrical body (11) is formed such that the upper side or the lower side of the predetermined length is spaced apart from the longitudinal center axis by a predetermined distance so as to compensate the center axis when the center axis does not coincide with the other components. Oh, drainage piping connection structure. It is placed in a pipe shaft (P / S) or a pipe duct (P / D) to vertically penetrate the slab concrete of each generation and is installed together with a sextia and drain connector. In the method,
A cylindrical body 11 having a predetermined length having an inner diameter equal to the outer diameter of the mist granulated particulate pipe 20, a compression O-ring 12 coupled to at least one of the opposite ends of the cylindrical body, (SlOO) of a sliding pocket connector (10) including a sliding pocket (13);
A step (S200) of arranging the misplugged granular pipe (20) at a mounting position;
The one end of the ozone water discharge pipe 20 is inserted into the installation position and the one end of the ozone water discharge pipe 20 is inserted into the cylindrical body 11 through the compression ozone ring 12 and the tightening member 13, (S500) of adjusting the length of the drainage granulation pipe (20) so that the other end of the drainage granulation pipe (20) is inserted into the installation position while drawing a predetermined length to the inside of the one end of the drainage granulation pipe (20).
The oily and water-containing granular pipe 20, which is inserted into one end of the cylindrical body 11 and then pulled out by coupling the compression o-ring 12 and the tightening member 13 to one end of the cylindrical body 11, (S600);
Wherein the method comprises the steps of: (a) providing an ozone generator having an inlet and an outlet; 9. The method of claim 8,
The cylindrical body 11 of the sliding pocket connection port 10 is formed so that the compression o-ring 12 and the tightening member 13 are coupled to the other side end and the drainage granulation pipe 20 is cut off;
Before the step (S500) of adjusting the length and position of the owing and multiplying particulate pipe,
The other end of the remaining ozone water discharge pipe 20 cut at the other end of the cylindrical body 11 is passed through the compression O-ring 12 and the tightening member 13 to be positioned inside the other side end of the cylindrical body 11 (S300) of adjusting the length of the remaining ozone drainage granulation pipe (20) while being pulled in accordance with the length after inserting the length;
The other end of the cylindrical body 11 is inserted into the other end of the cylindrical body 11 by engaging the compression O-ring 12 and the tightening member 13, (S400) of fixing the length of the optical fiber (20);
Wherein the two oval and plural water granulation piping (20) are installed so as to be fixed in length and position while being connected to each other by using a sliding pocket connecting hole (10) A method of constructing a granular piping using. 9. The method of claim 8,
Prior to the step S200 of placing the misplugged granular pipe 20 at the installation position,
A step (S101) of manufacturing a sleeve (30) in which a plurality of exponents (31a, 32b) are formed in a cylindrical shape on an outer circumferential surface;
(S150) in which the sleeve (30) is installed in a slab form before the slab concrete (1) is placed at a position where the drainage granular pipe (20) passes through the slab concrete (1);
Wherein the method comprises the steps of: (a) providing an ozone generator having an inlet and an outlet; 11. The method of claim 10,
In the step of embedding the sleeve (S150)
A through-hole sleeve 32 having an inner diameter equal to the outer diameter of the owing and dividing granulating pipe 20 and seated portions 31b and 31c on the inner diameter of which an end of the drainage granulating pipe 20 is seated And the upper portion of the support sleeve 31 is coupled to the upper portion of the support sleeve 31 and the through sleeve 32 and is engaged with the engagement portion of the sextier, And the sleeve upper landfill housing (33) formed so that the support sleeve (31) and the penetration sleeve (32) are disposed at the same position as the land portion Piping construction method. 9. The method of claim 8,
Prior to the step S200 of placing the misplugged granular pipe 20 at the installation position,
(Step S102) of forming a sextia, drainage connector lower buried housing 50 in which an upper part is opened and a sextia and drainage connector mounting part 51 is formed on the inner side and a plurality of exponent parts 52 are formed on the outer circumferential surface, )Wow;
The slab concrete 1 is installed in a slab form before the slab concrete 1 is inserted into the slab concrete 1 at a position where the slab concrete 1 passes through the septic tile and drainage connector lower housing 50, S151);
Wherein the method comprises the steps of: (a) providing an ozone generator having an inlet and an outlet;

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