JP5702633B2 - Renovation structure of drainage standpipe for multi-layer building and drainage standpipe repair method for multistory building - Google Patents

Description

The present invention renovation construction of drainage vertical pipe of multilayer building, and relates to a drainage vertical pipe refurbishment how multilayer building.

The drainage pipe is rusted inside during long-term use, and clogging occurs due to dirt attached to the rusted part, or there is a hole in the pipe wall and water leakage occurs. Therefore, if there is a possibility that the above problems may occur periodically, construction is performed to remove the old piping material and replace it with new piping.
Moreover, in the multi-layered building, a drainage standing line for flowing sewage in a toilet and a drainage standing line for flowing miscellaneous wastewater such as drainage in a washroom or a bathtub are provided, and these are provided in parallel.

On the other hand, in recent years, sewerage facilities have been established, and as described above, sewage and miscellaneous wastewater can be mixed and drained into the sewer, and a joint joint provided with swirl vanes inside the joint is provided. By using it in the part where the horizontal branch pipe of the drainage standpipe is connected, the drainage performance of the drainage standpipe itself is improved, and the wastewater and miscellaneous drainage of each floor are collected in one drainage standpipe. (For example, refer to Patent Documents 1 and 2).
Therefore, in the existing multi-layered building having the wastewater drainage pipe as described above and the drainage drainage pipe for miscellaneous drainage in parallel, the above-described collective joint is used to repair the drainage pipe. It is conceivable that the wastewater drainage conduit for sewage and the wastewater drainage conduit for miscellaneous drainage are combined into one renewal drainage conduit.

Japanese Patent No. 3372817 JP 2001-348925 A

However, in some conventional multi-layer buildings, the existing drainage stacks to be renovated have the following structure.
That is, as shown in FIG. 14, the first existing drainage stack 100 has a horizontal branch pipe P <b> 2 provided along the upper surface of the floor slab S of the joint 110 arranged on the upper surface side of the floor slab S. It is connected to the side branch pipe connection part 111, and the sewage of the toilet of each floor flows in through this side branch pipe P2.
On the other hand, the second existing drainage pipe 200 penetrates the floor slab S, and penetrates the lateral branch pipes P3 and P4 provided along the lower surface of the floor slab S, that is, along the ceiling of the lower floor. Are connected to the side branch pipe connecting portions 211 and 221 of the joints 210 and 220 disposed on the lower surface side of the floor slab S, and miscellaneous drainage drained from the washrooms and bathtubs of the floors. It flows in through pipes P3 and P4, respectively.
In FIG. 14, P1 is a drainage stack.

In such multi-layer buildings, water supply pipes and gas pipes are provided in parallel with these existing drainage standing pipes, and the construction space on each floor at the time of refurbishment is very narrow.
Therefore, there may be a case where the operation of collecting the lateral branch pipes divided vertically on each floor on the upper side or the lower side of the floor slab of any floor floor may not be performed.

  Moreover, in order to remove the existing drainage pipes and floor slab penetrations of the side branch pipes that are no longer necessary, it is necessary to work around the existing drainage standing pipes of the floor slab S. , Leading to a decrease in the strength of the floor slab and a decrease in the strength of the building frame. In addition, in the case of refurbishment, since there are people who live in each dwelling unit, it is necessary to minimize the work that generates noise, such as the work of removing the floor slab.

In view of the above circumstances, the present invention provides a side branch pipe connecting portion of an upper side existing side branch pipe provided along a floor slab upper surface from a drainage device provided on each floor, and an upper side of the floor slab of each floor. A first existing drainage pipe having a side branch pipe connecting portion of a penetrating side branch pipe provided through a floor slab from a drainage device provided on each floor, and a bottom surface of the floor slab of each floor In a multi-layered building with at least one second drainage standpipe lined on the side so that they are lined up one by one, renovation to a single-pipe drainage standpipe without imposing a burden on the residents as much as possible renovation structure of drainage vertical pipe of multilayer building can be easily performed, and has an object to provide a drainage vertical pipe refurbishment how multilayer building.

In order to achieve the above-mentioned object, the structure for repairing a drainage stack of a multi-layered building according to the present invention includes a drainage device provided on each floor and an existing side branch pipe on the upper surface side provided along the upper surface of the floor slab. A first existing drainage pipe having a side branch pipe connection portion on the upper surface side of the floor slab of each floor;
A second existing drainage pipe having a side branch pipe connecting portion of a penetrating side branch pipe provided through the floor slab from a drainage device provided on each floor on the lower surface side of the floor slab of each floor; , A multi-layer building drainage pipe refurbishment structure comprising at least one side-by-side line, having at least one side branch pipe connection portion at the upper portion of the trunk portion, and the lower end of the trunk portion serving as a spout portion The first collective joint for refurbishment having a trunk inner diameter that is larger than the inner diameter of the drainage stack connected to the upper end is one of the first existing drainage stack and the second existing drainage stack. The floor slab through-hole generated by removing the standing pipe line is supported by the floor slab with the lower end of the opening projecting from the lower side of the floor slab and the side branch pipe connecting portion disposed above the floor slab. The lower end of the opening that protrudes below the floor slab is for repair. One renewed drainage pipe line is formed in which the lower end of the second collective joint is connected to the drainage stack on the lower floor with a one-touch connection to a receiving port with a rubber ring provided at the upper end of the second collective joint. In addition, the drainage equipment of each floor connected to the first existing drainage pipe and the second existing drainage pipe is connected to the above-mentioned updated drainage pipe above and below the floor slab of each floor via a lateral branch pipe. It is characterized by being connected to.

Although not particularly limited, in the present invention, the following configuration is further preferable.
That is, the first collective joint includes an upper joint part having a lateral branch pipe connection part and a short pipe-shaped lower joint part having a gap part, and the upper joint part and the lower joint part are separated from each other. It is preferable to have a possible connection structure.
It is preferable that the drainage device is connected to the renewed drainage pipe using at least the floor slab penetrating portion of the penetrating existing side branch pipe. That is, since it is not necessary to remove the floor slab penetrating portion of the penetrating horizontal branch pipe from the floor slab, it is possible to prevent the floor slab from being weakened. In addition, the number of construction steps and noise during removal work can be reduced.

  The second collective joint is not particularly limited, but is a large-diameter cylindrical portion provided with a lateral branch pipe connecting portion, and a tapered cylindrical portion whose inner diameter is reduced from the lower end of the large-diameter cylindrical portion to the inner diameter of the drainage stack. It is preferable to provide.

  On the other hand, the drainage standing pipe repair method for multi-layered buildings according to the present invention is a method of connecting the side branch pipe connecting portion of the existing side branch pipe on the upper surface side provided along the upper surface of the floor slab from the drainage equipment provided on each floor, A first existing drainage standing pipe line on the upper surface side of the floor slab of each floor, and a side branch pipe connecting portion of a penetrating existing side branch pipe provided through the floor slab from a drainage device provided on each floor A method of repairing a multi-layered drainage stack comprising at least one second existing drainage stack on the lower surface side of the floor slab of each floor, wherein the first existing drainage A step of removing one of the existing drainage standing pipes of the standing pipe and the second existing drainage standing pipe, and at least one side branch pipe connecting part on the upper part of the trunk part, the lower end of the trunk part being The inside of the drainage stack that becomes the outlet and the inner diameter of the body is connected to the upper end Supporting a larger first repair joint for a floor slab in a state where a lower end portion of the opening protrudes from below the floor slab and the side branch pipe connecting portion is disposed above the floor slab; One-touch connection of the lower end of the opening that protrudes below the floor slab to a receiving port with a rubber ring provided at the upper end of the second collective joint for repair, and a drainage stand pipe at the lower end of the second collective joint And connecting one renewed drainage standpipe and constructing a first existing drainage standpipe and a second existing drainage above and below the floor slab of each floor of the renewed drainage standpipe It is characterized in that the drainage equipment of each floor that has been connected to the standing pipe is connected via a lateral branch pipe.

Although it does not specifically limit as a 1st assembly joint of the improvement structure or the improvement method of the drainage standing pipe line of the multilayer building of this invention, The upper joint part which has a horizontal branch pipe connection part, and an upper joint part lower end are received in an upper end It is preferable that a short pipe-shaped lower joint part having a receiving part and having the above-mentioned opening part at a lower end is provided, and the upper joint part and the lower joint part are configured to be separable.
That is, once the upper joint part is separated from the lower joint part, the lower end part of the upper joint part is cut as necessary, and then reconnected to the receiving part of the lower joint part. The position can be adjusted.

In addition, by arranging the connection part between the upper joint part and the lower joint part to be above the floor slab, even if the lower joint part is firmly fixed to the floor slab by filling the through hole with mortar, By rotating the upper joint portion, the lateral branch pipe connecting portion can be finely adjusted to match the tube axis of the lateral branch pipe, and workability is improved.
In addition, you may enable it to adjust the protrusion length from a floor slab by also cut | disconnecting the opening part of a lower joint part.

The joint may be formed of any synthetic resin such as cast iron or vinyl chloride resin.
However, in the case of cast iron, rust-proof coating is usually applied, so when cutting for dimension adjustment as described above, rust-proof paint etc. is applied to the cut surface at the construction site. Need to be processed.

  According to the present invention, the structure for repairing drainage standing pipes for multi-layered buildings is such that each side branch pipe connecting portion of the upper side existing side branch pipe provided along the upper surface of the floor slab from the drainage equipment provided on each floor, A first existing drainage stack line on the upper surface side of the floor slab of the floor, and a side branch pipe connecting portion of the penetrating existing side branch pipe provided through the floor slab from the drainage device provided on each floor, A multi-layer building drainage pipe repair structure comprising at least one second existing drainage pipe line provided on the lower surface side of the floor slab of each floor, wherein at least one is formed above the trunk. The first collective joint for repair, which has two side branch pipe connecting portions, has a lower end of the trunk portion serving as a spout portion, and has an inner diameter of the trunk portion larger than the inner diameter of the drainage stack connected to the upper end, is the first existing drainage One of the existing drainage of the standing pipe and the second existing drainage standing pipe The floor slab through-hole generated by removing the standing pipe line is supported by the floor slab with the lower end of the opening projecting from the lower side of the floor slab and the side branch pipe connecting portion disposed above the floor slab. The lower end of the outlet portion protruding downward from the floor slab is connected to a receiving port with a rubber ring provided at the upper end of the second collective joint for repair, and the lower end of the second collective joint is drained from the lower floor. One renewed drainage standpipe connected to the standpipe is formed, and drainage equipment for each floor connected to the first existing drainage standpipe and the second existing drainage standpipe is The renewed drainage pipe line is connected to the upper and lower sides of the floor slab of each floor via a pipe.

Therefore, if only one existing drainage stack is removed, there is no need to remove another existing drainage duct.
That is, the floor area of the floor slab can be reduced by removing the existing drainage standing pipe, and the strength of the floor slab can be prevented from deteriorating due to the chipping. In addition, post-installation such as reinforcing the inside of the floor slab through hole is not necessary, and the repair cost can be reduced.
Furthermore, since the noise caused by the chip can be reduced as much as possible, it is possible to easily upgrade the resident to a single-pipe drainage stack without burdening the resident as much as possible.

It is sectional drawing of one floor part showing one embodiment of the repair structure of the drainage standing pipe line of the multilayer building concerning this invention. It is a front view showing one embodiment of the collective joint used as the first collective joint of the modified structure of FIG. FIG. 3 is a plan view of the collective joint of FIG. 2. It is the XX sectional view taken on the line of FIG. It is a front view of the separation state of the collective joint of FIG. It is a cross-sectional perspective view of the rubber used for the receptacle of the collective joint of FIG. It is sectional drawing explaining the connection state of the drainage stack to the receptacle of the collective coupling of FIG. It is a front half sectional view showing one embodiment of a collective joint used as a second collective joint of the modified structure of FIG. It is the YY sectional view taken on the line of FIG. It is sectional drawing of one floor part explaining the installation state to the floor slab of the 1st collective joint of the repair method of the drainage standing pipe line of the multilayer building concerning this invention. It is a figure explaining the connection method of a 2nd aggregate joint and a drainage stack. It is a figure explaining the connection method of a 1st aggregate joint and a drainage stack. It is a figure explaining the connection method of the 2nd collective joint and the 1st collective joint. It is a figure explaining the drainage structure of the conventional multilayer building.

Hereinafter, the present invention will be described in detail with reference to the drawings showing embodiments thereof.
FIG. 1 shows an embodiment of a modified structure of a drainage stack pipe of a multi-layered building according to the present invention (hereinafter referred to as “modified structure of the present invention”).

As shown in FIG. 1, the drainage pipe A that has been repaired includes a floor slab S of each floor in which a first joint 1 is connected to a floor 51 a of a lower joint member 5 that constitutes the lower joint. It penetrates the slab S and protrudes from the lower surface of the floor slab S.
The first collective joint 1 includes a floor slab S formed by a mortar M filled between a lower joint member 5 and a floor slab through hole H and a base 3 in which an upper joint member 4 constituting an upper joint portion is formed with an angle or the like. The position is fixed by being supported by.
The lower end of the drainage stack P1 is connected to the upper receiving portion 41b of the first collective joint 1 by one touch.

The first joint 1 has a lower end 51a projecting downward from the lower surface of the floor slab S, and is connected to an upper receiving part 21 of the second joint 2 described later.
The upper end of the drainage stack P1 on the lower floor is connected to the lower end of the second collective joint 2.

  In addition, the drainage stand A is connected to the first existing drainage stand 100 provided above the floor slab S of each floor in FIG. (Including the reconnected portion) is connected to the side branch pipe connecting portion 42 provided in the upper joint member 4 and passes through the floor slab S of the drainage equipment connected to the second existing drainage stack 200. The branch pipes P3 and P4 are connected to the lateral branch pipe connecting portions 25 and 25 of the second collective joint 2.

Next, the structure of the first joint 1 will be described in detail with reference to FIGS.
As shown in FIGS. 2, 4, and 5, the first collective joint 1 includes an upper joint member 4 constituting an upper joint part, a lower joint member 5 constituting a lower joint part, a tightening ring 6, A ring-shaped packing 7, four bolts 8, and four nuts 9 are provided.
The upper joint member 4 is formed of cast iron, and the entire surface (outer peripheral surface and inner peripheral surface) is rust-proofed with a rust-proof paint (for example, an epoxy resin powder paint). And a lateral branch pipe connecting portion 42.
Further, the main body 41 is provided with a rubber ring 45 shown in FIGS. 6 and 7, and the lower end of the drainage stack P1 has an upper receiving portion 41b to be connected at one touch at the upper end, and a horizontal branch pipe below the upper receiving portion 41b. An upper trunk portion 41 a having a connection portion 42 is provided.

The rubber ring 45 is formed of a synthetic rubber such as EPDM. As shown in FIG. 6, the rubber ring 45 has a main body portion 46 having an upper cylindrical portion 46a and a lower cylindrical portion 46b, and a lower end from the upper end side of the upper cylindrical portion 46a. A lip portion 47 that gradually decreases in diameter toward the side and whose lower end side is smaller than the outer diameter of the drainage stack.
When the lower end portion of the drainage standpipe P1 is inserted into the upper receiving portion 41b, the lip portion 47 has a smaller diameter portion than the outer diameter of the drainage standpipe P1 as shown in FIG. The outer peripheral surface is in close contact with the inner wall surface of the upper cylindrical portion 46a.
Further, when the drainage stack P1 is further pushed in, the inner peripheral surface of the lower cylindrical portion 46b is in close water-tight contact with the outer peripheral surface of the drainage stack P1.

That is, the drainage standpipe P1 is supported in a state where the lower end portion thereof is inserted into the upper receiving portion 41b and the shaft is stopped in parallel with the axis of the upper receiving portion 41b by one touch. .
The rubber ring 45 is preferably coated with a lubricant at least at a portion where the drainage stack P1 is inserted. The lubricant may be applied in advance at the time of factory shipment or may be applied at a construction site.

The upper trunk portion 41a has a cylindrical shape whose inner diameter is larger than the inner diameter of the drainage stack P1, and the length in the tube axis direction of the portion below the lateral branch pipe connecting portion 42 described later is the floor slab S. For example, the length can be connected to the lower joint member 5 even when the lower end portion is cut at a maximum of 120 cm so that the thickness and the height of the connected lateral branch pipe P2 can be adjusted.
Further, as shown in FIGS. 3 and 4, the upper trunk portion 41 a is provided with swirl vanes 43 slightly above the opening of the lateral branch pipe connecting portion 42 on the inner peripheral surface, and weir plates on both sides of the swirl vanes 43. 44 is provided.
The side branch pipe connecting portion 42 has a receiving shape in which a rubber ring is provided in the same manner as the upper receiving portion 41b, and the side branch pipe P2 can be connected by one touch.

The lower joint member 5 is made of cast iron, and the entire surface (outer peripheral surface and inner peripheral surface) is rust-proofed with a rust-proof paint or the like. As shown in FIGS. It has a shape.
And the lower joint member 5 is provided with the main-body part 51 and the upper receiving part 52, as shown in FIG.2 and FIG.4.

The main body 51 has a cylindrical shape provided with an opening 51a whose outer peripheral surface is processed and formed into a perfect circle by machining, and has an inner diameter that is the same as the inner diameter of the upper body 41a.
Even if the lower end portion is cut at a maximum of 170 cm so that the outlet 51a can be adjusted to the thickness of the floor slab S and the height of the connected lateral branch pipes P3 and P4, it is one-touch to the second joint 2 It can be connected.

  As shown in FIG. 4, the upper receiving portion 52 includes a flange portion 52 a that is disposed so that the lower end portion of the ring-shaped packing 7 is fitted and the upper end portion is opposed to the tightening ring 6.

The fastening ring 6 is made of cast iron, and the entire surface (outer peripheral surface and inner peripheral surface) is rust-proofed with a rust-proof paint or the like.
Further, as shown in FIG. 4, the tightening ring 6 is configured such that the upper end portion of the ring-shaped packing 7 is fitted therein.
The bolt 8 and the nut 9 are made of stainless steel.

  As shown in FIG. 4, the lower end portion of the upper body portion 41 a of the upper joint member 4 is fitted into the upper receiving portion 52 of the lower joint member 5 through the packing 7. At the same time, the bolt 8 is inserted from the flange portion 52a side to the tightening ring 6 side, and the nut 9 is fastened to the bolt 8, whereby the packing 7 is compressed between the flange portion 52a and the tightening ring 6, and the upper trunk portion The lower end of 41a is in close contact with water. That is, the upper joint member 4 and the lower joint member 5 are integrated so as to be separable.

Next, the structure of the second collective joint 2 will be described in detail with reference to FIGS. 8 and 9.
The second joint 2 is made of cast iron, and the entire surface (outer peripheral surface and inner peripheral surface) is rust-proofed with a rust-proof paint or the like.

Further, as shown in FIG. 8, the second collective joint 2 includes a large-diameter cylindrical part 20, an upper receiving part 21, a tapered cylindrical part 22, and a lower receiving part 23, and Sekisui Chemical Co., Ltd. It has almost the same structure as the product name “AD Slim” manufactured by Co., Ltd.
The large-diameter cylindrical portion 20 has the same inner diameter as the upper trunk portion 41a and the main body portion 51 of the first collective joint 1, and includes three lateral branch pipe connecting portions 25 as shown in FIGS. Yes.

Although each horizontal branch pipe connection part 25 is not shown in figure, the horizontal branch pipe from which a diameter differs can be connected by attaching an adapter. Moreover, the horizontal branch pipe connection part 25 which is not used can be sealed watertight by attaching a blind plate.
The upper receiving part 21 is provided with a rubber ring having the same shape as that of the rubber ring 45 so that the opening 51a of the first collective joint 1 is connected by one touch.

The tapered cylindrical portion 22 extends downward from the lower end of the large-diameter cylindrical portion 20 and gradually decreases in diameter into a spiral shape with a hexagonal cross section until it becomes substantially the same as the inner diameter of the drainage stack P1.
The lower receiving portion 23 has the same shape as the upper receiving portion 21 provided in the lower joint member 5 of the first collective joint 1, and the drainage standpipe through a packing having the same shape as the packing 7. The upper end portion of the drainage stand pipe P1 can be connected in a watertight state by compressing the packing between the flange portion 23a and the tightening ring.

As shown in FIG. 9, the second collective joint 2 includes a first swirl vane 27 and a second swirl vane 26 inside.
The upper ends of the first swirl vane 27 and the second swirl vane 26 are located below the lower end of the lateral branch pipe connecting portion 25, respectively, on the projection surface projected in the tube axis direction of the connected drainage stack pipe, When the projected sectional area of the tube is S1, the projected area of the portion that enters the inside of the drainage stack of the first swirl vane is S2, and the projected area of the portion that enters the inside of the drainage stack of the second swirl vane is S3, It is preferable to be provided so as to satisfy the conditions of 0.2 × S1 ≦ S2 ≦ 0.3 × S1 and S3 ≦ 0.05 × S1.

Next, an example of the repair method of the present invention will be described in detail in the order of steps with reference to FIGS. 1 and 10 to 14.
(1) The first existing drainage pipe line 100 shown in FIG. 14 is cut off from the side branch pipe P2 connected to the drainage device of each floor, the floor slab S is cut off, and the first existing drainage pipe line 100 is removed. To do.
(2) As shown in FIG. 10, the first joint 1 is inserted into the floor slab through hole H of the generated floor slab S from the upper side of the floor slab S. The upper receiving port of the joint provided in the one-touch connection (when the second collective joint 2 is first installed, the upper receiving port 21 of the second collective joint 2 is inserted and fitted into the upper receiving port, and the base 3 To support the upper surface of the floor slab S.
Then, the space between the floor slab through hole H and the first collective joint 1 is filled with mortar M.
(3) As shown in FIG. 11, drainage having a predetermined length at the lower end of the second collective joint 2 (the length at which the upper end of the second collective joint 2 is 20 cm or more below the lower surface of the floor slab S in the construction state). The vertical pipe P1 is connected.
(4) As shown in FIG. 12, the lower end of the drainage stack P1 connected to the upper end of the second collective joint 2 is fixed to the upper receiving portion 41b of the first collective joint 1 that is first supported and fixed to the floor slab S. Connect with one touch.
With this one-touch connection, as shown in FIG. 13, the second collective joint 2 is connected via the drainage stack P1 so that the upper receiving portion 21 of the second collective joint 2 faces the floor slab through hole H of the upper floor. Supported.
(5) As shown in FIG. 13, through the floor slab through-hole H of the upper floor, the lower end of the drainage stack P1 fixed as described above is connected to the lower end of the drainage stack P1 as described above. The first joint 1 is connected to the upper receiving part 21 of the second joint 2 by one-touch connection by inserting the outlet 51a from above the floor slab S.
(6) The above-described (2) to (5) are repeatedly performed up to the top floor to form the drainage stack A shown in FIG.
(7) The horizontal branch pipes P3 and P4 connected to the second existing drainage standing line 200 are separated from the existing drainage standing line 200 with the floor slab penetrating portion remaining.
(8) Remove the part other than the part penetrating the floor slab S of the existing drainage stack 200 as required.
(9) The drainage device connected to the second existing drainage stack 200 is newly provided by using the remaining floor slab penetration part of the lateral branch pipes P3, P4 to which the drainage device is connected. , P4 to the horizontal branch pipe connecting portion of the second collective joint 2.

As described above, since this repair method removes the first existing drainage duct 100 of the floor slab S, only the area around the floor slab penetrating portion of the existing drainage duct 100 is crushed. The floor area of the floor slab S can be reduced, and the deterioration of the strength of the floor slab S due to the chipping can be prevented as much as possible. Further, there is no need for post-installation such as reinforcing the inside of the floor slab through hole H, and the repair cost can be reduced. That is, it is possible to easily repair the drainage duct without imposing a burden on the resident as much as possible.
In addition, since the outlet 51a of the first collective joint 1 only protrudes below the floor slab S through the floor slab through hole H and is connected to the upper receiving part 21 of the second collective joint 2 with one touch, When the first collective joint 1 and the second collective joint 2 are connected, a high-place work in which an operator goes up to the ceiling of the lower floor is not necessary, and work safety can be ensured.

The present invention is not limited to the above embodiment. For example, in the above embodiment, the mortar M is embedded every time the first collective joint 1 is constructed. However, the mortar M may be embedded after the drainage duct A is completely completed. Absent.
In the above-described embodiment, the horizontal branch pipes P2 to P4 are connected after the drainage stack A is completed, but the horizontal branch pipe connection portion 42 and the second set of the first collective joint 1 are arranged above and below each floor. It may be performed each time the position of the horizontal branch pipe connecting portion 25 of the joint 2 is fixed.

In the above embodiment, the horizontal branch pipes P3 and P4 of the second existing drainage stack 200 are separated from the existing drainage stack 200 after the drainage stack A is completed. You may make it carry out before the construction of the pipe line A.
In the above embodiment, the upper joint member, the lower joint member 1 and the second joint joint are made of cast iron, but may be made of synthetic resin such as vinyl chloride resin. However, the floor slab penetrating part is wound around a fire-resistant thermal expansion tape such as the product name “Fibloc” manufactured by Sekisui Chemical Co., Ltd., or the product name “Eslon Fireproof VP Pipe” manufactured by Sekisui Chemical Co., Ltd. It is necessary to use what has a fireproof structure in itself.

In the above embodiment, the upper joint member 4 is provided with only one horizontal branch pipe connecting portion, but may be provided with two or more.
In the above embodiment, the first collective joint 1 is supported on the upper surface of the floor slab via the gantry 3, but the second collective joint 2 is also supported on the floor via a rack or the like supported on the lower surface of the floor slab. The slab S may be supported.

  In the above embodiment, a total of two existing drainage standpipe lines are provided in parallel, one each for the first existing drainage standpipe 100 and the second existing drainage standpipe 200. More than one existing drainage pipe line may be repaired to one drainage pipe line.

A drainage standpipe (renovation drainage standpipe)
H Floor slab through-hole S Floor slab P2 Side branch pipe (upper side existing side pipe)
P3, P4 Side branch pipe (through existing side branch pipe)
P1 Drainage stack 1 1st collective joint (collective joint of the present invention)
2 Second collective joint 20 Large diameter cylindrical part 21 Upper receiving part (receiving opening with rubber ring)
22 Taper cylinder part 23 Lower receptacle part 23a Flange part 3 Base 4 Upper joint member (upper joint part)
41 Main body portion 41a Upper trunk portion 41b Upper receiving portion 42 Horizontal branch pipe connecting portion 45 Rubber wheel 5 Lower joint member (lower joint portion)
51 Main Body 51a Insert Port 52 Upper Receiving Portion 52a Flange 6 Tightening Ring 7 Ring-shaped Packing 8 Bolt 9 Nut 100 First Existing Drainage Pipeline 111 Side Branch Pipe Connection (Existing Drainage Pipeline 100)
211, 221 Side branch pipe connection (existing drainage pipe line 200)
200 Second existing drainage pipe

Claims (5)

A first existing drainage pipe having a side branch pipe connecting portion of an upper side existing side branch pipe provided along the upper surface of the floor slab from a drainage device provided on each floor on the upper side of the floor slab of each floor When,
A second existing drainage pipe having a side branch pipe connecting portion of a penetrating side branch pipe provided through the floor slab from a drainage device provided on each floor on the lower surface side of the floor slab of each floor; Is a multi-layered drainage standing pipe refurbishment structure comprising at least one line,
A first collective joint for refurbishment having at least one side branch pipe connecting part at the upper part of the trunk part, the lower end of the trunk part serving as a spout, and the inner diameter of the trunk part being larger than the inner diameter of the drainage stack connected to the upper end However, the lower end of the opening is a floor slab in the through-hole of the floor slab formed by the removal of one of the first existing drainage pipe and the second existing drainage pipe. Projecting from below, supported by the floor slab in a state in which the horizontal branch pipe connecting portion is disposed above the floor slab, and the lower end of the gap portion protruding below the floor slab is the upper end of the second collective joint for repair One renewed drainage pipe line is formed in which the lower end of the second collective joint is connected to the drainage pipe on the lower floor, and the first existing drainage pipe line is formed. Each floor connected to the drainage stack and the second existing drainage stack Renovation structure of drainage vertical pipe of multilayer building drainage device is characterized in that through the lateral branch pipe is connected to the updating drainage vertical line above and below each floor of the floor slab.   The first collective joint includes an upper joint portion having a lateral branch pipe connection portion and a short pipe-shaped lower joint portion having a gap portion, and the upper joint portion and the lower joint portion can be separated from each other. The repair structure of the drainage standing pipe line of the multilayer building of Claim 1 provided with the structure.   The repair structure of the drainage standing pipe of the multi-layered building according to claim 1 or 2, wherein the drainage device is connected to the renewed drainage standing pipe using at least the floor slab penetration portion of the penetrating existing side branch pipe.   The second assembly joint includes a large-diameter cylindrical portion provided with a lateral branch pipe connecting portion, and a tapered cylindrical portion whose inner diameter is reduced from the lower end of the large-diameter cylindrical portion to the inner diameter of the drainage stack. The repair structure of the drainage standing pipe line of the multilayer building in any one of Claims 1-3. A first existing drainage pipe having a side branch pipe connecting portion of an upper side existing side branch pipe provided along the upper surface of the floor slab from a drainage device provided on each floor on the upper side of the floor slab of each floor When,
A second existing drainage pipe having a side branch pipe connecting portion of a penetrating side branch pipe provided through the floor slab from a drainage device provided on each floor on the lower surface side of the floor slab of each floor; A method for repairing drainage ducts of multi-layered buildings with at least one in a line,
Removing one of the first existing drainage pipes and the second existing drainage pipe line; and
A first collective joint for refurbishment having at least one side branch pipe connecting part at the upper part of the trunk part, the lower end of the trunk part serving as a spout, and the inner diameter of the trunk part being larger than the inner diameter of the drainage stack connected to the upper end A lower end of the opening portion protrudes from below the floor slab, and the horizontal branch pipe connecting portion is supported on the floor slab in a state arranged above the floor slab;
One-touch connection of the lower end of the opening portion protruding below the floor slab to a receiving port with a rubber ring provided at the upper end of the second collective joint for repair;
The process of connecting a drainage stack to the lower end of the second collective joint, and piping one updated drainage stack,
The drainage equipment of each floor connected to the first existing drainage pipe and the second existing drainage pipe above and below the floor slab of each floor of the renewed drainage pipe is connected via a lateral branch pipe. A method for repairing drainage stacks of multi-layer buildings characterized by connecting.

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