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JP7780488B2 - Drainage manifold joint - Google Patents
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JP7780488B2 - Drainage manifold joint - Google Patents

Drainage manifold joint

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Publication number
JP7780488B2
JP7780488B2 JP2023172313A JP2023172313A JP7780488B2 JP 7780488 B2 JP7780488 B2 JP 7780488B2 JP 2023172313 A JP2023172313 A JP 2023172313A JP 2023172313 A JP2023172313 A JP 2023172313A JP 7780488 B2 JP7780488 B2 JP 7780488B2
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connecting pipe
pipe
fire
upper connecting
hole
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JP2023168517A5 (en
JP2023168517A (en
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英治 木村
総 齋藤
斉太 渕上
武司 徳丸
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Description

本発明は、継手に関する。 The present invention relates to a joint.

従来から、例えば以下の特許文献1、2に記載されているような、樹脂製排水集合継手の耐火性を発現させる構造が知られている。
特許文献1には、建築物の床スラブを上下に貫通する排水管継手が記載されている。この構造において、排水立管が床スラブを貫通する部分に、貫通部分の全周を囲むように熱膨張性耐火材からなるパイプが内在されている。
特許文献2には、上胴部と下胴部からなる排水管継手が床スラブを貫通する構造が記載されている。この構造では、排水管継手の内部に火災の熱により膨張する熱膨張性材料からなる内装部材が設けられている。この内装部材の内周部には旋回ガイドと称される羽根部材が複数形成され、流下する排水の流速を減少させながら排水を旋回させることができる。
BACKGROUND ART Conventionally, structures for realizing fire resistance in resin drainage manifold joints have been known, as described in, for example, Patent Documents 1 and 2 below.
Patent Document 1 describes a drainage pipe joint that penetrates the floor slab of a building from top to bottom. In this structure, a pipe made of a heat-expandable fire-resistant material is placed inside the part where the drainage standpipe penetrates the floor slab, surrounding the entire periphery of the penetration part.
Patent Document 2 describes a structure in which a drain pipe joint consisting of an upper body and a lower body penetrates a floor slab. In this structure, an interior member made of a thermally expansive material that expands due to the heat of a fire is provided inside the drain pipe joint. A plurality of blade members called swirl guides are formed on the inner periphery of this interior member, which can swirl the drain water while reducing the flow rate of the drain water as it flows down.

特開2014-98305号公報JP 2014-98305 A 特開2015-175187号公報JP 2015-175187 A

特許文献1に記載の構造では、熱膨張性耐火材のパイプが火災の熱によって膨張し、排水管路を閉塞することで火炎や煙等の流通を遮断する。
特許文献1に記載の構造では、排水を旋回流とするための旋回羽根が排水管継手の内部に設けられているので、熱膨張性耐火材のパイプの設置位置と旋回羽根の設置位置を高さ方向でずらす必要がある。旋回羽根の部分で管路を閉塞しようとすると、旋回羽根が邪魔となり、スムーズな管路の閉塞に支承を来すおそれがあるためである。
In the structure described in Patent Document 1, a pipe made of a heat-expandable fire-resistant material expands due to the heat of a fire, blocking the drainage pipe and thereby blocking the flow of flames, smoke, etc.
In the structure described in Patent Document 1, a swirl vane for creating a swirling flow of wastewater is provided inside the drainage pipe joint, so the installation position of the heat-expandable fire-resistant pipe and the installation position of the swirl vane must be offset in the vertical direction. This is because if an attempt is made to block the pipe at the swirl vane, the swirl vane may get in the way and interfere with smooth blockage of the pipe.

ところが、実際に集合継手を設置する位置のスラブ厚みや諸条件が様々なため、スラブ内に熱膨張性耐火材のパイプを埋設した上にスラブの下方に旋回羽根を位置させることができない問題があった。
例えば、一般的なスラブの厚みは150~300mm程度で種々多彩であり、集合継手の設置環境によってはスラブの厚みが異なっているので、特許文献1に記載の構造を全ての設置環境に適用することが難しい問題があった。
However, due to the variety of slab thicknesses and other conditions at the actual installation location of the joint assembly, there was a problem in that it was not possible to embed a pipe made of heat-expandable fire-resistant material in the slab and then position the swirl vane below the slab.
For example, the thickness of a typical slab varies widely, ranging from about 150 to 300 mm, and the thickness of the slab varies depending on the installation environment of the collective joint, so there was a problem in that it was difficult to apply the structure described in Patent Document 1 to all installation environments.

特許文献2に記載の構造では、耐火性を発現するために、パイプを閉塞できる程度の大きな旋回羽根を設置する必要があった。しかし、スラブ厚みが薄い場合、集合継手の下部がスラブに埋設されないため、下の階に火炎が発生した場合に継手下部が旋回羽根とともに燃え落ちてしまうおそれがあり、場合によっては耐火性が発現されないおそれがある。 In the structure described in Patent Document 2, in order to achieve fire resistance, it was necessary to install a swirl vane large enough to block the pipe. However, when the slab is thin, the lower part of the joint assembly is not embedded in the slab, so if a fire breaks out on the floor below, the lower part of the joint may burn down along with the swirl vane, and in some cases, fire resistance may not be achieved.

本発明は、前述した事情に鑑みてなされたものであって、様々な厚みのスラブであっても耐火性を確実に発現でき、低コストで実施できる継手を提供することを目的とする。 The present invention was made in consideration of the above-mentioned circumstances, and aims to provide a joint that can reliably exhibit fire resistance even in slabs of various thicknesses and can be implemented at low cost.

前記課題を解決するために、本発明は以下の形態を提案している。
「1」本形態に係る継手は、上部接続管と、この上部接続管に接続された中間管と、この中間管に接続された下部接続管と、を備える集合継手であって、前記中間管に熱膨張性耐火材料を含み、前記中間管の高さを150mm以下としたことを特徴とする。
In order to solve the above problems, the present invention proposes the following aspects.
"1" The joint of this embodiment is a collective joint comprising an upper connecting pipe, an intermediate pipe connected to the upper connecting pipe, and a lower connecting pipe connected to the intermediate pipe, characterized in that the intermediate pipe contains a heat-expandable fire-resistant material and the height of the intermediate pipe is 150 mm or less.

床スラブの貫通孔に上部接続管の下端部と下部接続管の上端部を挿入し、貫通孔に充填材を充填した構造とする場合、上部接続管の下端部と下部接続管の上端部を接続した中間管に熱膨張性耐火材料を含んでいる。
火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、中間管に含まれる熱膨張性耐火材料が膨張し、上部接続管と下部接続管の接続部分を閉塞する。このため、下の階の火炎や煙が上の階に伝わることを防止でき、火災の延焼防止効果を発現する。
In a structure in which the lower end of the upper connecting pipe and the upper end of the lower connecting pipe are inserted into a through hole in the floor slab and the through hole is filled with filler material, the intermediate pipe connecting the lower end of the upper connecting pipe and the upper end of the lower connecting pipe contains a heat-expandable fire-resistant material.
In the event of a fire, if the slab and the area around the through-hole are heated by flames or smoke, the heat-expandable fire-resistant material contained in the intermediate pipe will expand and block the connection between the upper and lower connecting pipes, preventing flames and smoke from the floor below from spreading to the floors above, thereby preventing the spread of fire.

中間管の高さが150mm以下であれば、床スラブ厚が150~300mmの範囲で種々多彩な厚みであり、異なる設置環境であっても、中間管を床スラブの貫通孔内に確実に配置でき、火災延焼防止効果を確実に発現できる。このため、本実施形態の構造は、一般的なスラブ厚の建築物であればいずれの建築物にも広く適用でき、汎用性に優れている。 If the height of the intermediate pipe is 150 mm or less, the floor slab thickness can be a wide variety of thicknesses ranging from 150 to 300 mm, and even in different installation environments, the intermediate pipe can be reliably positioned within the floor slab penetration hole, ensuring a reliable fire spread prevention effect. For this reason, the structure of this embodiment is highly versatile and can be widely applied to any building with a standard slab thickness.

火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、火災時の熱によって下部接続管が溶け落ちることを想定し、仮に下部接続管が溶け落ちても中間管が膨張して貫通孔を閉塞し、火炎や煙を上の階に伝えることを確実に防止し、延焼防止効果を発揮する。
本実施形態の構造は、中間管に熱膨張性耐火材料を含む構造を採用するのみで実現できるので、別途新たな部材を配置するなどの必要は無く、低コストで容易に実施できる特徴を有する。
If the slab and the area around the through-hole are heated by flames and smoke during a fire, the lower connecting pipe will melt away due to the heat of the fire. Even if the lower connecting pipe melts away, the intermediate pipe will expand and block the through-hole, reliably preventing the flames and smoke from reaching the upper floors and preventing the fire from spreading.
The structure of this embodiment can be realized simply by adopting a structure including a heat-expandable refractory material in the intermediate tube, so there is no need to arrange any additional new components, and it has the characteristic of being easy to implement at low cost.

「2」本形態に係る継手は、上部接続管と、この上部接続管に接続された中間管と、この中間管に接続された下部接続管と、を備える継手であって、前記中間管の周囲に相当する前記上部接続管の下端部外周と前記下部接続管の上端部外周に、熱膨張性耐火材料を含む耐火層を設け、前記耐火層の高さを150mm以下としたことを特徴とする。 "2" The fitting of this embodiment is a fitting comprising an upper connecting pipe, an intermediate pipe connected to the upper connecting pipe, and a lower connecting pipe connected to the intermediate pipe, characterized in that a fire-resistant layer containing a thermally expandable fire-resistant material is provided on the outer periphery of the lower end of the upper connecting pipe and the outer periphery of the upper end of the lower connecting pipe, which correspond to the periphery of the intermediate pipe, and the height of the fire-resistant layer is 150 mm or less.

床スラブの貫通孔に上部接続部の下端部と下部接続管の上端部を挿入し、貫通孔に充填材を充填した構造とする場合、上部接続管の下端部と下部接続管の上端部を接続した部分の外周に熱膨張性耐火材料を含む耐火層を設ける。火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、上部接続管と下部接続管の接続部分が軟化するとともに、耐火層に含まれている熱膨張性耐火材料が膨張し、上部接続管と下部接続管の接続部分を閉塞する。このため、下の階の火炎や煙が上の階に伝わることを防止でき、火災の延焼防止効果を発現できる。 When the lower end of the upper connector and the upper end of the lower connector pipe are inserted into the through-hole in the floor slab and the through-hole is filled with filler, a fire-resistant layer containing a heat-expandable fire-resistant material is provided around the outer periphery of the part where the lower end of the upper connector pipe and the upper end of the lower connector pipe are connected. When the slab and the area around the through-hole are heated by flames or smoke during a fire, the connection between the upper connector pipe and the lower connector pipe softens, and the heat-expandable fire-resistant material contained in the fire-resistant layer expands, sealing off the connection between the upper connector pipe and the lower connector pipe. This prevents flames and smoke from the floor below from spreading to the floor above, effectively preventing the spread of fire.

耐火層の高さが150mm以下であれば、床スラブ厚が150~300mmの範囲で種々の異なる設置環境であっても、耐火層を床スラブの貫通孔内に確実に配置でき、火災延焼防止効果を確実に発現できる。このため、本実施形態の構造は、一般的なスラブ厚さの建築物であればいずれの建築物にも広く適用でき、汎用性に優れている。 If the height of the fire-resistant layer is 150 mm or less, the fire-resistant layer can be reliably placed within the floor slab through-holes, even in a variety of different installation environments with floor slab thicknesses ranging from 150 to 300 mm, ensuring a reliable fire prevention effect. For this reason, the structure of this embodiment is highly versatile and can be widely applied to any building with a standard slab thickness.

火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、火災時の熱によって下部接続管が溶け落ちることを想定し、仮に下部接続管が溶け落ちても中間管が膨張して貫通孔を閉塞し、火炎や煙を上の階に伝えることを確実に防止し、延焼防止効果を発揮する。
本実施形態の構造は、管どうしの接続部分の外周に熱膨張性耐火材料を含む耐火層を採用するのみで実現できるので、別途新たな部材を配置するなどの必要は無く、低コストで容易に実施できる特徴を有する。
If the slab and the area around the through-hole are heated by flames and smoke during a fire, the lower connecting pipe will melt away due to the heat of the fire. Even if the lower connecting pipe melts away, the intermediate pipe will expand and block the through-hole, reliably preventing the flames and smoke from reaching the upper floors and preventing the fire from spreading.
The structure of this embodiment can be realized simply by employing a fire-resistant layer containing a heat-expandable fire-resistant material on the outer periphery of the joint between the pipes, so there is no need to place any additional components, and it has the characteristic of being easy to implement at low cost.

「3」本形態において、前記上部接続管の下端部と前記中間管と前記下部接続管の上端部が床スラブの貫通孔内に配置される部材であり、前記下部接続管の上部側に前記中間管に接続する接続管部を形成し、前記下部接続管の下部側に下窄まり状の傾斜管部を形成するとともに、前記接続管部全体と前記傾斜管部の上部を前記床スラブの貫通孔内に配置することが好ましい。 "3" In this embodiment, the lower end of the upper connecting pipe and the upper ends of the intermediate pipe and lower connecting pipe are components that are placed within the through-hole in the floor slab, and it is preferable that a connecting pipe section that connects to the intermediate pipe is formed on the upper side of the lower connecting pipe, and a tapered inclined pipe section is formed on the lower side of the lower connecting pipe, and that the entire connecting pipe section and the upper part of the inclined pipe section are placed within the through-hole in the floor slab.

接続管部全体と傾斜管部の上部がスラブの貫通孔内に配置されているならば、熱膨張性耐火材料を含む中間管、あるいは、耐火層がスラブの貫通孔内に確実に埋設される。このため、火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、中間管あるいは耐火層に含まれている熱膨張性耐火材料が貫通孔内で確実に膨張する結果、貫通孔内の管接続部分を確実に閉塞する。また、下窄まり状の傾斜管部が貫通孔内の遮音材に埋設されていると、斜面を有する傾斜管部が充填材によって支持される。これらが相俟って、延焼防止効果による耐火性を確実に発現できる。 If the entire connecting pipe section and the upper part of the inclined pipe section are placed within the slab penetration hole, the intermediate pipe containing the heat-expandable fire-resistant material or the fire-resistant layer will be securely embedded within the slab penetration hole. Therefore, if the slab and the area around the penetration hole are heated by flames or smoke during a fire, the heat-expandable fire-resistant material contained in the intermediate pipe or fire-resistant layer will expand reliably within the penetration hole, reliably sealing off the pipe connection within the penetration hole. Furthermore, if the tapered inclined pipe section is embedded in sound-proofing material within the penetration hole, the inclined pipe section with its sloped surface will be supported by the filling material. This combination ensures fire resistance by preventing the spread of fire.

「4」本形態において、前記接続管部下端の外径が前記傾斜管部上端の外径より大きく、前記接続管部と前記傾斜管部の境界部分に周段部が形成されたことが好ましい。 "4" In this embodiment, it is preferable that the outer diameter of the lower end of the connecting pipe section is larger than the outer diameter of the upper end of the inclined pipe section, and that a peripheral step is formed at the boundary between the connecting pipe section and the inclined pipe section.

接続管部下端に周段部を形成していると、火災時に中間管あるいは耐火層に含まれている熱膨張性耐火材料が膨張する場合、周段部が貫通孔に充填されている充填材に確実に引っ掛かり、下部接続管の落下を防止する。このため、熱膨張性耐火材料により貫通孔内の管接続部分を確実に閉塞でき、耐火性を確実に発現できる。 By forming a peripheral step at the lower end of the connecting pipe, if the heat-expandable fire-resistant material contained in the intermediate pipe or fire-resistant layer expands during a fire, the peripheral step will reliably catch on the filler material filling the through-hole, preventing the lower connecting pipe from falling. This ensures that the heat-expandable fire-resistant material can reliably block the pipe connection section inside the through-hole, ensuring fire resistance.

「5」本形態において、前記上部接続管の下端部と前記中間管と前記下部接続管の上端部が床スラブの貫通孔内に配置される場合、これらを囲むように充填材を充填することが好ましい。 "5" In this embodiment, when the lower end of the upper connecting pipe and the upper ends of the intermediate pipe and lower connecting pipe are placed within a through-hole in the floor slab, it is preferable to fill them with filler material so as to surround them.

貫通孔内に充填材を充填することで、貫通孔部分の遮音性を高めることができる。また、火災時に貫通孔から下部接続管が早期に溶け落ちるなどの原因による落下を防止できる。 By filling the through-hole with filler, sound insulation in the through-hole area can be improved. It also prevents the lower connecting pipe from falling out of the through-hole in the event of a fire due to premature melting.

「6」本形態において、前記上部接続管の内部側であって前記中間管より上方に旋回羽根を設けたことが好ましい。 "6" In this embodiment, it is preferable that a swirl vane is provided inside the upper connecting pipe and above the intermediate pipe.

中間管より上方に旋回羽根が存在することで、熱膨張性耐火材料を含む中間管あるいはは耐火層がスラブの貫通孔内の管どうしの接続部分において膨張し、管の接続部分を閉じる場合、旋回羽根がこれらの膨張の支障とならない。このため、確実かつ迅速に貫通孔を閉塞でき、耐火性を発現できる。 The presence of swirl vanes above the intermediate pipe allows the intermediate pipe or fireproof layer, which contains a thermally expandable fireproof material, to expand at the joint between the pipes in the slab penetration hole, and when the pipe joint is closed, the swirl vanes do not interfere with this expansion. This allows the penetration hole to be closed reliably and quickly, thereby achieving fire resistance.

「7」本形態に係る継手は、上部接続管と、この上部接続管に接続された下部接続管と、を備える継手であって、前記上部接続管と前記下部接続管とが接続されている部分の周囲に、熱膨張性耐火材料を含む耐火層を設け、前記耐火層の高さを150mm以下としたことを特徴とする。 "7" The fitting of this embodiment is a fitting comprising an upper connecting pipe and a lower connecting pipe connected to the upper connecting pipe, characterized in that a fire-resistant layer containing a thermally expandable fire-resistant material is provided around the portion where the upper connecting pipe and the lower connecting pipe are connected, and the height of the fire-resistant layer is 150 mm or less.

床スラブの貫通孔に上部接続部の下端部と下部接続管の上端部を挿入し、貫通孔に充填材を充填した構造とする場合、上部接続管の下端部と下部接続管の上端部を接続した部分の外周に熱膨張性耐火材料を含む耐火層を設ける。火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、上部接続管と下部接続管の接続部分が軟化するとともに、耐火層に含まれている熱膨張性耐火材料が膨張し、上部接続管と下部接続管の接続部分を閉塞する。このため、下の階の火炎や煙が上の階に伝わることを防止でき、火災の延焼防止効果を発現できる。 When the lower end of the upper connector and the upper end of the lower connector pipe are inserted into the through-hole in the floor slab and the through-hole is filled with filler, a fire-resistant layer containing a heat-expandable fire-resistant material is provided around the outer periphery of the part where the lower end of the upper connector pipe and the upper end of the lower connector pipe are connected. When the slab and the area around the through-hole are heated by flames or smoke during a fire, the connection between the upper connector pipe and the lower connector pipe softens, and the heat-expandable fire-resistant material contained in the fire-resistant layer expands, sealing off the connection between the upper connector pipe and the lower connector pipe. This prevents flames and smoke from the floor below from spreading to the floor above, effectively preventing the spread of fire.

耐火層の高さが150mm以下であれば、床スラブ厚が150~300mmの範囲で種々の異なる設置環境であっても、耐火層を床スラブの貫通孔内に確実に配置でき、火災延焼防止効果を確実に発現できる。このため、本実施形態の構造は、一般的なスラブ厚さの建築物であればいずれの建築物にも広く適用でき、汎用性に優れている。 If the height of the fire-resistant layer is 150 mm or less, the fire-resistant layer can be reliably placed within the floor slab through-holes, even in a variety of different installation environments with floor slab thicknesses ranging from 150 to 300 mm, ensuring a reliable fire prevention effect. For this reason, the structure of this embodiment is highly versatile and can be widely applied to any building with a standard slab thickness.

火災時に火炎や煙によってスラブと貫通孔周りが加熱された場合、火災時の熱によって下部接続管が溶け落ちることを想定し、仮に下部接続管が溶け落ちても耐火層が膨張して貫通孔を閉塞し、火炎や煙を上の階に伝えることを確実に防止し、延焼防止効果を発揮する。
本実施形態の構造は、管どうしの接続部分の外周に熱膨張性耐火材料を含む耐火層を採用するのみで実現できるので、別途新たな部材を配置するなどの必要は無く、低コストで容易に実施できる特徴を有する。
If the slab and the area around the through-hole are heated by flames and smoke during a fire, the lower connecting pipe will melt away due to the heat of the fire. Even if the lower connecting pipe does melt away, the fire-resistant layer will expand and block the through-hole, reliably preventing the flames and smoke from reaching upper floors and preventing the fire from spreading.
The structure of this embodiment can be realized simply by employing a fire-resistant layer containing a heat-expandable fire-resistant material on the outer periphery of the joint between the pipes, so there is no need to place any additional components, and it has the characteristic of being easy to implement at low cost.

本発明によれば、一般的な様々な厚みのスラブであっても適用が可能であり、耐火性を確実に発現でき、低コストで実施できる継手を提供できる。 The present invention provides a joint that can be applied to various common slab thicknesses, reliably exhibits fire resistance, and can be implemented at low cost.

本発明の一実施形態に係る継手をスラブの貫通孔に設置した耐火構造の一例を示す断面図である。1 is a cross-sectional view showing an example of a fire-resistant structure in which a joint according to an embodiment of the present invention is installed in a through hole in a slab. FIG. 同継手を示す断面図である。FIG. 図1に示す継手の部品構成を示す展開図である。FIG. 2 is a development view showing the component configuration of the joint shown in FIG. 1 . 本発明の第2実施形態に係る継手を示す断面図である。FIG. 4 is a cross-sectional view showing a joint according to a second embodiment of the present invention. 本発明の第2実施形態の第1変形例に係る継手を示す断面図である。FIG. 10 is a cross-sectional view showing a joint according to a first modified example of the second embodiment of the present invention. 本発明の第2実施形態の第2変形例に係る継手を示す断面図である。FIG. 10 is a cross-sectional view showing a joint according to a second modified example of the second embodiment of the present invention.

以下、図1~図3を参照し、本発明の一実施形態に係る継手をスラブの貫通孔に適用した耐火構造の一例について説明する。
本実施形態に係る継手の耐火構造1は、建物排水用として用いられ、床スラブSに形成された貫通孔Hの部分に適用されている。
図1に示す実施形態では、床スラブSに形成されている貫通孔Hに対し、その上方に上の階の第1の縦管P1が設けられ、下方に下の階の第2の縦管P2が設けられている。 図1および図2に示すように、本実施形態に係る継手の耐火構造1は、排水集合継手(継手)10を備えている。
Hereinafter, an example of a fire-resistant structure in which a joint according to one embodiment of the present invention is applied to a through-hole in a slab will be described with reference to FIGS. 1 to 3.
The fire-resistant joint structure 1 according to this embodiment is used for drainage of a building, and is applied to a through hole H formed in a floor slab S.
In the embodiment shown in Fig. 1, a first vertical pipe P1 of an upper floor is provided above a through hole H formed in a floor slab S, and a second vertical pipe P2 of a lower floor is provided below the through hole H. As shown in Figs. 1 and 2, the fire-resistant structure 1 of a joint according to this embodiment includes a drainage collection joint (joint) 10.

排水集合継手10は、上部接続管11と、上部接続管11に中間管15を介し接続された下部接続管12と、を備えている。上部接続管11は、第1の縦管P1に接続可能な縦管接続部13と、縦管接続部13の側面に突設されて横管P3を接続可能な横管接続部14と、貫通孔Hに挿入された下端部9を有している。
本実施形態の排水集合継手10は、樹脂製継手構成部材である上部接続管11と下部接続管12と中間管15とから構成されている。
The drainage manifold 10 includes an upper connecting pipe 11 and a lower connecting pipe 12 connected to the upper connecting pipe 11 via an intermediate pipe 15. The upper connecting pipe 11 has a vertical pipe connecting portion 13 connectable to a first vertical pipe P1, a horizontal pipe connecting portion 14 protruding from the side of the vertical pipe connecting portion 13 and connectable to a horizontal pipe P3, and a lower end portion 9 inserted into the through hole H.
The drainage manifold joint 10 of this embodiment is composed of an upper connecting pipe 11, a lower connecting pipe 12, and an intermediate pipe 15, which are resin joint components.

以下の説明において、縦管接続部13の中心軸線Oに沿う縦管接続部13の上部接続管11側を上方、下部接続管12側を下方と適宜称して説明する。 In the following explanation, the upper connecting pipe 11 side of the vertical pipe connecting portion 13 along the central axis O of the vertical pipe connecting portion 13 will be referred to as the upper side, and the lower connecting pipe 12 side will be referred to as the lower side.

縦管接続部13は、堰止め板13aを内面に備えている。堰止め板13aは、その設置角度を鉛直方向から-30°~+30°としている。設置角度が20°より傾くと、傾斜板によって旋回された排水の旋回流が十分に堰き止められずに、横管P3への逆流を発生するおそれが生じる。また、設置角度が-30°よりも傾くと受け止めた排水の跳ね返りが大きくなり、排水の流れを乱すおそれがあり、管内の圧力変動が大きくなるおそれがある。 The vertical pipe connection section 13 is equipped with a damming plate 13a on its inner surface. The damming plate 13a is installed at an angle of -30° to +30° from the vertical. If the installation angle is tilted beyond 20°, the swirling flow of wastewater swirled by the inclined plate may not be sufficiently blocked, resulting in a backflow into the horizontal pipe P3. Furthermore, if the installation angle is tilted beyond -30°, the received wastewater may rebound more, disrupting the flow of wastewater and causing significant pressure fluctuations within the pipe.

横管接続部14は、縦管接続部13の周壁から中心軸線Oに直交する径方向の外側に向けて筒状に延在されている。本実施形態において、横管接続部14は縦管接続部13の周方向に3つ配置されている。
3つの横管接続部14のうちの2つが中心軸線Oを径方向に挟む位置に個々に配置されている。残りの横管接続部14は、中心軸線Oに直交する径方向のうち、前記2つの横管接続部14のそれぞれが延在する方向と、平面視で90°をなす方向に延在されている。 なお、横管接続部14の数量および延在方向は、このような態様に限られず、任意に変更することができる。図1に示すように、各横管接続部14の先端側には、横管(横枝管)P3が接続されている。
The horizontal pipe connecting portion 14 has a cylindrical shape and extends radially outward from the peripheral wall of the vertical pipe connecting portion 13 in a direction perpendicular to the central axis O. In the present embodiment, three horizontal pipe connecting portions 14 are arranged in the circumferential direction of the vertical pipe connecting portion 13.
Two of the three horizontal pipe connecting portions 14 are individually arranged at positions on either side of the central axis O in the radial direction. The remaining horizontal pipe connecting portions 14 extend in a radial direction perpendicular to the central axis O, in a direction that forms an angle of 90° in plan view with the directions in which the two horizontal pipe connecting portions 14 extend. Note that the number and extending directions of the horizontal pipe connecting portions 14 are not limited to this embodiment and can be changed as desired. As shown in FIG. 1 , a horizontal pipe (horizontal branch pipe) P3 is connected to the tip side of each horizontal pipe connecting portion 14.

上部接続管11は、例えば、ポリ塩化ビニル系樹脂100重量部に対して、非膨張性黒鉛を0.1~1.0重量部の割合で含むポリ塩化ビニル系樹脂組成物からなる。上部接続管11は、例えば、ポリ塩化ビニル系樹脂組成物を成形機のキャビティ内に射出充填されて得られる。 The upper connecting pipe 11 is made of, for example, a polyvinyl chloride resin composition containing 0.1 to 1.0 parts by weight of non-expandable graphite per 100 parts by weight of polyvinyl chloride resin. The upper connecting pipe 11 is obtained, for example, by injecting the polyvinyl chloride resin composition into the cavity of a molding machine.

上部接続管11の下端部9に中間管15が接続されている。中間管15の外径は、上部接続管11における縦管接続部13の外径よりも小さくなっている。中間管15の周壁上部が、縦管接続部13の下端部9の内側に嵌合されている。 An intermediate pipe 15 is connected to the lower end 9 of the upper connecting pipe 11. The outer diameter of the intermediate pipe 15 is smaller than the outer diameter of the vertical pipe connecting portion 13 of the upper connecting pipe 11. The upper peripheral wall of the intermediate pipe 15 is fitted inside the lower end 9 of the vertical pipe connecting portion 13.

中間管15は、例えば、ポリ塩化ビニル系樹脂と熱膨張性耐火材料である熱膨張性黒鉛とを含有する樹脂組成物からなる。すなわち、中間管15は、熱膨張性耐火材料を含む樹脂組成物を成形することによって作製される。中間管15は、例えば、樹脂組成物を押出成形することによって作製される。 The intermediate tube 15 is made of a resin composition containing, for example, polyvinyl chloride resin and thermally expandable graphite, which is a thermally expandable fire-resistant material. That is, the intermediate tube 15 is produced by molding a resin composition containing the thermally expandable fire-resistant material. The intermediate tube 15 is produced, for example, by extrusion molding the resin composition.

中間管15は、中間管15の全体が熱膨張性耐火材料を含む樹脂組成物からなる単層構造でもよいし、複数の層からなる複層構造でもよい。複層構造の場合、いずれかの層が熱膨張性耐火材料を含む樹脂組成物から形成されていればよい。例えば、中間管15が、表層と中間層と内層とからなる3層構造である場合、熱膨張性耐火材料を含む樹脂組成物から形成した中間層を例示でき、表層、中間層、内層は樹脂組成物に吸熱剤を含有していてもよい。 The intermediate pipe 15 may have a single-layer structure in which the entire intermediate pipe 15 is made from a resin composition containing a heat-expandable fire-resistant material, or it may have a multi-layer structure consisting of multiple layers. In the case of a multi-layer structure, it is sufficient that any one of the layers is formed from a resin composition containing a heat-expandable fire-resistant material. For example, if the intermediate pipe 15 has a three-layer structure consisting of a surface layer, an intermediate layer, and an inner layer, the intermediate layer may be formed from a resin composition containing a heat-expandable fire-resistant material, and the surface layer, intermediate layer, and inner layer may contain a heat-absorbing agent in their resin compositions.

一例として、ポリ塩化ビニル系樹脂100重量部に対し、熱膨張性黒鉛を1~20重量部の割合で含む樹脂組成物からなる単層構造を採用できる。あるいは、ポリ塩化ビニル系樹脂100重量部に対し、熱膨張性黒鉛を1~20重量部の割合で含む樹脂組成物からなる熱膨張性耐火層と、この熱膨張性耐火層の内外面を覆う熱膨張性黒鉛非含有のポリ塩化ビニル系樹脂組成物の被覆層とからなる3層構造であるものを採用できる。 As an example, a single-layer structure can be used, consisting of a resin composition containing 1 to 20 parts by weight of thermally expandable graphite per 100 parts by weight of polyvinyl chloride resin. Alternatively, a three-layer structure can be used, consisting of a thermally expandable fire-resistant layer made of a resin composition containing 1 to 20 parts by weight of thermally expandable graphite per 100 parts by weight of polyvinyl chloride resin, and coating layers of a polyvinyl chloride resin composition that does not contain thermally expandable graphite that cover the inner and outer surfaces of the thermally expandable fire-resistant layer.

すなわち、熱膨張性黒鉛が1重量部未満であると、燃焼時に、十分な熱膨張性が得られず、所望の耐火性が得られないおそれがある。熱膨張黒鉛が20重量部を超えると、加熱により熱膨張しすぎて、その形状を保持できずに残渣が貫通孔Hから脱落し、耐火性が低下してしまうおそれがある。 In other words, if the amount of thermally expandable graphite is less than 1 part by weight, sufficient thermal expansion may not be achieved during combustion, and the desired fire resistance may not be achieved. If the amount of thermally expandable graphite exceeds 20 parts by weight, the graphite may expand too much when heated, failing to maintain its shape and causing residue to fall out of the through holes H, resulting in reduced fire resistance.

中間管15が複層構造の場合、熱膨張性耐火材料を含む樹脂組成物としては、特に限定されないが、ポリ塩化ビニル系樹脂100重量部に対して、熱膨張性黒鉛を1~20重量部の割合で含むものが好ましい。熱膨張性黒鉛の含有量は、4~18重量部の割合がより好ましく、6~16重量部の割合がさらに好ましい。
すなわち、熱膨張性黒鉛が1重量部未満であると、燃焼時に、十分な熱膨張性が得られず、所望の耐火性が得られないおそれがある。熱膨張性黒鉛が20重量部を超えると、加熱により熱膨張し過ぎたり、樹脂成分が不足するために、残渣が脆くなり、その形状を保持できずに残渣が貫通孔Hから脱落し、耐火性が低下してしまうおそれがある。
本発明においては、後述するように中間管15の高さ(スラブの厚さ方向における長さ)を一般的なスラブ厚さよりも小さな高さとしたため、熱膨張性黒鉛の含有量が比較的多く、例えば8重量部以上含有し残渣がもろい場合であっても、スラブ内に熱膨張後の残渣を保持し、脱落しにくくすることができる。
また、熱膨張性黒鉛の含有量が比較的多く、例えば8重量部以上含有する場合、中間管15の圧縮強度が低下し、JIS K 6741:2016で規定する偏平試験に基づいて測定される圧縮率が50%以下となる。ここで縦管P1や横管P3が熱伸縮したり、施工時の物理力が加わったりすると、排水集合継手10とモルタルMの上下面との接点に応力が集中する。そのため、圧縮強度の低い中間管15に応力が伝わると破損しやすい。しかしながら、中間管15の高さを150mm以下とし、言い換えると一般的なスラブ厚さよりも小さな高さとしたため、中間管15に応力が伝わりにくくなり、破損しにくくすることができる。
When the intermediate tube 15 has a multi-layer structure, the resin composition containing the thermally expandable fire-resistant material is not particularly limited, but is preferably one containing 1 to 20 parts by weight of thermally expandable graphite per 100 parts by weight of polyvinyl chloride resin, more preferably 4 to 18 parts by weight, and even more preferably 6 to 16 parts by weight.
That is, if the amount of thermally expandable graphite is less than 1 part by weight, sufficient thermal expansion may not be obtained during combustion, and the desired fire resistance may not be obtained. If the amount of thermally expandable graphite is more than 20 parts by weight, excessive thermal expansion may occur due to heating, or the resin component may be insufficient, causing the residue to become brittle and unable to maintain its shape, causing the residue to fall off from the through holes H, and resulting in a decrease in fire resistance.
In the present invention, as will be described later, the height of the intermediate tube 15 (the length in the thickness direction of the slab) is set to be smaller than the thickness of a typical slab. Therefore, even if the content of thermally expandable graphite is relatively high, for example, 8 parts by weight or more, and the residue is brittle, the residue after thermal expansion can be retained within the slab and is less likely to fall off.
Furthermore, when the thermally expandable graphite content is relatively high, for example, 8 parts by weight or more, the compressive strength of the intermediate pipe 15 decreases, and the compression ratio measured based on the flattening test specified in JIS K 6741:2016 is 50% or less. Here, when the vertical pipe P1 or horizontal pipe P3 thermally expands or contracts, or when physical forces are applied during construction, stress concentrates at the contact points between the drainage manifold 10 and the upper and lower surfaces of the mortar M. Therefore, if stress is transmitted to the intermediate pipe 15, which has low compressive strength, it is prone to breakage. However, by setting the height of the intermediate pipe 15 to 150 mm or less, in other words, a height smaller than the thickness of a typical slab, stress is less likely to be transmitted to the intermediate pipe 15, making it less likely to break.

上記ポリ塩化ビニル系樹脂としては、例えば、ポリ塩化ビニル単独重合体;塩化ビニルモノマーと、該塩化ビニルモノマーと共重合可能な不飽和結合を有するモノマーとの共重合体;塩化ビニル以外の(共)重合体に塩化ビニルをグラフト共重合したグラフト共重合体等が挙げられ、これらは単独で使用されてもよく、2種以上が併用されてもよい。
また、必要に応じて上記ポリ塩化ビニル系樹脂を塩素化してもよい。
Examples of the polyvinyl chloride resin include polyvinyl chloride homopolymers; copolymers of vinyl chloride monomers and monomers having unsaturated bonds copolymerizable with the vinyl chloride monomers; and graft copolymers in which vinyl chloride is graft-copolymerized onto (co)polymers other than vinyl chloride. These may be used alone or in combination of two or more.
If necessary, the polyvinyl chloride resin may be chlorinated.

熱膨張性黒鉛を含有する中間層は黒色を呈する。そのため、表層と内層は黒色以外の着色剤を含有させ、中間層と区別可能にしておくことが好ましい。
表層および内層の厚みとしては、それぞれ0.3mm以上3.0mm以下であることが好ましく、0.6mm以上1.5mm以下が好ましい。被覆層の厚みが0.3mm以上であれば、管としての機械的強度を充分に確保でき、3.0mm以下であれば、耐火性の低下を抑制できる。
また、中間管15は、JIS K6741に記載の性能を満たすものであることが好ましい。
The intermediate layer containing thermally expandable graphite is black, so it is preferable that the surface layer and the inner layer contain a colorant other than black so that they can be distinguished from the intermediate layer.
The thickness of the surface layer and the inner layer is preferably 0.3 mm to 3.0 mm, and more preferably 0.6 mm to 1.5 mm. If the thickness of the coating layer is 0.3 mm or more, the mechanical strength of the pipe can be sufficiently ensured, and if it is 3.0 mm or less, a decrease in fire resistance can be suppressed.
Furthermore, it is preferable that the intermediate tube 15 satisfies the performance requirements set forth in JIS K6741.

本実施形態で用いる熱膨張性黒鉛は、一例として、天然鱗状グラファイト、熱分解グラファイト、キッシュグラファイト等の粉末を無機酸と強酸化剤とで黒鉛の層間に無機酸を挿入する酸処理をした後、pH調整して得られる結晶化合物を用いることができる。
無機酸として、濃硫酸、硝酸、セレン酸等を用いることができる。強酸化剤として、濃硝酸、過塩素酸、過塩素酸塩、過マンガン酸塩、重クロム酸塩、過酸化水素等を用いることができる。
The thermally expandable graphite used in this embodiment can be, for example, a crystalline compound obtained by acid treating powder of natural scaly graphite, pyrolytic graphite, kish graphite, or the like with an inorganic acid and a strong oxidizing agent to insert the inorganic acid between the layers of the graphite, followed by pH adjustment.
As the inorganic acid, concentrated sulfuric acid, nitric acid, selenic acid, etc. can be used. As the strong oxidizing agent, concentrated nitric acid, perchloric acid, perchlorates, permanganates, dichromates, hydrogen peroxide, etc. can be used.

前記pH調整により、炭素の層状構造を維持したままの結晶化合物であって、pH1.5~4.0に調整された熱膨張性黒鉛、および、1.3倍膨張温度が180℃~270℃の熱膨張性黒鉛を用いることができる。 By adjusting the pH, it is possible to use thermally expandable graphite, which is a crystalline compound that maintains the layered carbon structure, and whose pH is adjusted to 1.5 to 4.0, and whose 1.3-fold expansion temperature is 180°C to 270°C.

熱膨張性黒鉛のpHが1.5未満であると、酸性が強すぎて、成形装置の腐食などを引き起こしやすく、pHが4.0を超えると、ポリ塩化ビニル系樹脂の炭化促進効果が薄れ、十分な耐火性能が得られなくなるおそれがある。
熱膨張性黒鉛の粒径は、特に限定されないが、例えば100~400μmの範囲、好ましくは120~350μmの範囲のものを使用することができる。
If the pH of the thermally expandable graphite is less than 1.5, the acidity is too strong and it is likely to cause corrosion of the molding device, and if the pH exceeds 4.0, the effect of promoting the carbonization of the polyvinyl chloride resin is weakened, and sufficient fire resistance may not be obtained.
The particle size of the thermally expandable graphite is not particularly limited, but may be, for example, in the range of 100 to 400 μm, preferably 120 to 350 μm.

中間管15を構成する樹脂組成物には、本実施形態の目的を阻害しない範囲で、必要に応じて安定剤、無機充填剤、難燃剤、滑剤、加工助剤、衝撃改質剤、耐熱向上剤、酸化防止剤、光安定剤、紫外線吸収剤、顔料、可塑剤、熱可塑性エラストマーなどの添加剤が添加されていてもよい。 Additives such as stabilizers, inorganic fillers, flame retardants, lubricants, processing aids, impact modifiers, heat resistance improvers, antioxidants, light stabilizers, UV absorbers, pigments, plasticizers, and thermoplastic elastomers may be added to the resin composition constituting the intermediate tube 15 as needed, provided that the purpose of this embodiment is not impaired.

中間管15の高さは、30mm以上150mm以下であることが好ましく、30mm以上100mm以下であることがより好ましく、30mm以上80mm以下であることが最も好ましい。中間管15の高さが30mm未満である場合は、上部接続管11と下部接続管12を接合する場合の接合強度を確保することが難しく、また、加熱されて膨張した場合に管路を閉塞するための体積が不足する。中間管15の高さが150mmを超えるようでは床スラブSが薄い場合に中間管15の上端または下端が床スラブSの上方か下方に突出することとなり、横管P3を床近くに配置することが難しくなる。中間管15の下端が貫通孔Hの下方に位置すると、膨張時に貫通孔Hの下方まで膨らむ量が多くなり、貫通孔Hから脱落するおそれが高くなる。
中間管15の高さが30mm以上150mm以下の範囲であるならば、一般的な床スラブ厚が150~300mmであり、いずれの厚さの床スラブに対し適用したとして、火災等による加熱時に熱膨張して管路を閉塞する目的を達成可能な高さとなる。また、この範囲の高さであれば、一般的な厚さの床スラブであれば、接合強度を確保でき、貫通孔H内に中間管15を収容できる高さとなる。
The height of the intermediate pipe 15 is preferably 30 mm to 150 mm, more preferably 30 mm to 100 mm, and most preferably 30 mm to 80 mm. If the height of the intermediate pipe 15 is less than 30 mm, it is difficult to ensure sufficient joint strength when joining the upper connecting pipe 11 and the lower connecting pipe 12, and the volume required to block the pipe line when the pipe expands due to heating is insufficient. If the height of the intermediate pipe 15 exceeds 150 mm, the upper or lower end of the intermediate pipe 15 will protrude above or below the floor slab S when the floor slab S is thin, making it difficult to position the horizontal pipe P3 near the floor. If the lower end of the intermediate pipe 15 is located below the through hole H, the pipe will expand significantly below the through hole H during expansion, increasing the risk of the pipe falling out of the through hole H.
If the height of the intermediate pipe 15 is in the range of 30 mm to 150 mm, the typical floor slab thickness is 150 to 300 mm, and if applied to any floor slab thickness, the height will be such that the purpose of blocking the pipeline due to thermal expansion when heated by a fire, etc. Furthermore, if the height is in this range, the joint strength can be ensured for floor slabs of a typical thickness, and the height will be such that the intermediate pipe 15 can be accommodated in the through hole H.

中間管15の内径としては、縦管P1の内径よりも大きいことが好ましく、100mm以上200mm以下がより好ましく、110mm以上175mm以下がさらに好ましく、120mm以上150mm以下が最も好ましい。
上記の通り中間管15の高さは150mm以下であるため中間管15内部の体積が小さい。そのため、中間管15の内径が縦管P1の内径未満である場合、縦管P1からの流下する排水により中間管15が閉塞しやすく、過剰正圧が発生しやすい。
一方、中間管15の内径が200mmより大きい場合、排水集合継手10が挿入される貫通孔Hの内径を大きくする必要があり、充填剤Mの充填がしにくく施工性が悪化する。
The inner diameter of the intermediate pipe 15 is preferably larger than the inner diameter of the vertical pipe P1, more preferably 100 mm to 200 mm, even more preferably 110 mm to 175 mm, and most preferably 120 mm to 150 mm.
As described above, the height of the intermediate pipe 15 is 150 mm or less, and therefore the volume inside the intermediate pipe 15 is small. Therefore, if the inner diameter of the intermediate pipe 15 is smaller than the inner diameter of the vertical pipe P1, the intermediate pipe 15 is likely to be clogged by the wastewater flowing down from the vertical pipe P1, and excessive positive pressure is likely to occur.
On the other hand, if the inner diameter of the intermediate pipe 15 is larger than 200 mm, the inner diameter of the through hole H into which the drainage manifold 10 is inserted must be made larger, which makes it difficult to fill with the filler M and reduces workability.

下部接続管12は、上方よりも下方が縮径された管体からなる。下部接続管12は、その上端部に位置し、中間管15の下端部に接続される接続管部16と、接続管部16の下方に接続された下窄まり状の傾斜管部17と、傾斜管部17の下端部に接続され、第2の縦管P2が接続される下側管部18を備えている。接続管部16、傾斜管部17、下側管部18は、例えば合成樹脂材料の射出成形により一体に形成されている。 The lower connecting pipe 12 is a pipe whose diameter is smaller below than above. The lower connecting pipe 12 is equipped with a connecting pipe section 16 located at its upper end and connected to the lower end of the intermediate pipe 15, a tapered pipe section 17 connected below the connecting pipe section 16, and a lower pipe section 18 connected to the lower end of the tapered pipe section 17 and to which the second vertical pipe P2 is connected. The connecting pipe section 16, tapered pipe section 17, and lower pipe section 18 are integrally formed, for example, by injection molding of a synthetic resin material.

接続管部16の内径は、中間管15の外径よりも大きくなっている。中間管15の周壁下部が接続管部16の内側に嵌合されている。傾斜管部17の上端における外径は、接続管部16の外径よりも小さくなっている。このため、接続管部16の下端部と傾斜管部17の上端部の境界部分に周段部16aが形成されている。
傾斜管部17の下端部における外径は、傾斜管部17の上端部の外径よりも小さくされている。
The inner diameter of the connecting pipe portion 16 is larger than the outer diameter of the intermediate pipe 15. The lower portion of the peripheral wall of the intermediate pipe 15 is fitted inside the connecting pipe portion 16. The outer diameter of the upper end of the inclined pipe portion 17 is smaller than the outer diameter of the connecting pipe portion 16. Therefore, a peripheral step 16a is formed at the boundary between the lower end of the connecting pipe portion 16 and the upper end of the inclined pipe portion 17.
The outer diameter of the lower end of the inclined pipe portion 17 is smaller than the outer diameter of the upper end of the inclined pipe portion 17 .

下側管部18の外径は、接続管部16の外径よりも小さく、かつ傾斜管部17における下端部の外径よりも大きくなっている。下側管部18の中心軸線O方向の大きさは、接続管部16の中心軸線O方向の大きさよりも小さくなっている。下側管部18の内側に、下側の階の第2の縦管P2が下方から嵌合されることにより、第2の縦管P2が下部接続管12に接続されている。 The outer diameter of the lower pipe section 18 is smaller than the outer diameter of the connecting pipe section 16 and larger than the outer diameter of the lower end of the inclined pipe section 17. The size of the lower pipe section 18 in the direction of the central axis O is smaller than the size of the connecting pipe section 16 in the direction of the central axis O. The second vertical pipe P2 on the lower floor is fitted from below into the inside of the lower pipe section 18, thereby connecting the second vertical pipe P2 to the lower connecting pipe 12.

なお、上部接続管11および下部接続管12を透明にしてもよい。これにより、上部接続管11および下部接続管12の接続状態を外部から視認することができる。また、上部接続管11および下部接続管12に、非熱膨張黒鉛や水酸化マグネシウム、水酸化アルミニウムなどの難燃剤を配合しても良い。 The upper connecting pipe 11 and the lower connecting pipe 12 may be made transparent. This allows the connection state of the upper connecting pipe 11 and the lower connecting pipe 12 to be visually confirmed from the outside. The upper connecting pipe 11 and the lower connecting pipe 12 may also be compounded with a flame retardant such as non-thermally expandable graphite, magnesium hydroxide, or aluminum hydroxide.

第1の縦管P1が接続されている上部接続管11の上端部には、縦ブッシュ21と、縦パッキン22と、縦リング23と、が設けられている。
縦ブッシュ21は、嵌合部21aと、旋回羽根21bと、旋回羽根支持脚部21cと、を備えている。嵌合部21aは、縦ブッシュ21の上端部より小径で上部接続管11の縦管接続部13内に嵌合する筒状である。
A vertical bush 21, a vertical packing 22, and a vertical ring 23 are provided at the upper end of the upper connecting pipe 11 to which the first vertical pipe P1 is connected.
The vertical bushing 21 includes a fitting portion 21 a, a swirl vane 21 b, and a swirl vane support leg 21 c. The fitting portion 21 a has a smaller diameter than the upper end of the vertical bushing 21 and is cylindrical so as to fit into the vertical pipe connecting portion 13 of the upper connecting pipe 11.

旋回羽根21bは、管軸方向にみた旋回羽根21bの投影面積が第1の縦管P1の内部横断面積に対して5%~30%の大きさで、傾斜角が20°~50°となるように旋回羽根支持脚部21cに支持されている。旋回羽根支持脚部21cは、旋回羽根21bの水平方向の幅と略同じ幅で嵌合部21aの下端からほぼ延出し、下端縁が旋回羽根21bの傾斜に沿うように傾斜されている。旋回羽根支持脚部21cは、旋回羽根支持面が断面円弧状に形成され、旋回羽根21bを下端縁から少し上側で支持している。
なお、旋回羽根21bは建築物の規模や排水器具数に応じ高排水性能が要求される場合に適用されるので、高排水性能が要求されない建築物の場合は省略しても良い。
The swirl vanes 21b are supported by the swirl vane support legs 21c so that the projected area of the swirl vanes 21b as viewed in the pipe axis direction is 5% to 30% of the internal cross-sectional area of the first vertical pipe P1 and the inclination angle is 20° to 50°. The swirl vane support legs 21c extend substantially from the lower end of the fitting portion 21a with a width substantially the same as the horizontal width of the swirl vanes 21b, and the lower edge is inclined to follow the inclination of the swirl vanes 21b. The swirl vane support surface of the swirl vane support leg 21c is formed in an arc-shaped cross section and supports the swirl vanes 21b slightly above the lower edge.
The swirl vane 21b is applied when high drainage performance is required depending on the size of the building and the number of drainage fixtures, so it may be omitted in buildings where high drainage performance is not required.

縦パッキン22は、エチレン-プロピレン-ジエンゴム(EPDM)等の通常排水設備に使用されているゴム材料からなるパッキンである。縦パッキン22は、上端部に第1の縦管P1の外周面に水密に密着するリップ部22aを有し、その上端面が、縦ブッシュ21の上端面とほぼ一致するように縦ブッシュ21に嵌合されている。
また、リップ部22aは、図2に示すように第1の縦管P1が挿入されていない状態では下端側に向かって徐々に小径となるように設けられている。リップ部22aは、上端側が第1の縦管P1の外径と略同径または少し大径とされ、下端側が第1の縦管P1の外径より小径となっている。リップ部22aの下端部には、径方向内側に突出する段部22bが形成されている。この段部22bには、第1の縦管P1の管端部が突き当たり、第1の縦管P1の熱伸縮を吸収するようになっている。
The vertical packing 22 is made of a rubber material typically used in drainage equipment, such as ethylene-propylene-diene rubber (EPDM). The vertical packing 22 has a lip portion 22a at its upper end that is in watertight contact with the outer circumferential surface of the first vertical pipe P1, and is fitted into the vertical bushing 21 so that its upper end surface is substantially flush with the upper end surface of the vertical bushing 21.
As shown in FIG. 2, the lip portion 22a is configured so that its diameter gradually decreases toward its lower end when the first vertical pipe P1 is not inserted. The upper end of the lip portion 22a has a diameter that is approximately the same as or slightly larger than the outer diameter of the first vertical pipe P1, and the lower end has a diameter that is smaller than the outer diameter of the first vertical pipe P1. A step 22b that protrudes radially inward is formed at the lower end of the lip portion 22a. The end of the first vertical pipe P1 abuts against this step 22b, absorbing thermal expansion and contraction of the first vertical pipe P1.

縦リング23は、縦ブッシュ21の上端部に外嵌され、一端に設けられたフランジ部23aによって、縦パッキン22の縦ブッシュ21からの離脱を防止する。
縦ブッシュ21~縦リング23は、予め組み立てて一体化したのち、縦ブッシュ21の嵌合部21aを上部接続管11の縦管接続部13に嵌合し、接着することができる。
The vertical ring 23 is fitted onto the upper end of the vertical bush 21 and prevents the vertical packing 22 from coming off the vertical bush 21 by a flange portion 23 a provided at one end.
The vertical bushing 21 to the vertical ring 23 can be assembled and integrated in advance, and then the fitting portion 21a of the vertical bushing 21 can be fitted into the vertical pipe connecting portion 13 of the upper connecting pipe 11 and bonded.

横管P3を接続する横管接続部14の先端部には、横ブッシュ31と、横パッキン32と、横リング33と、が設けられている。
横ブッシュ31の一端部が上部接続管11の横管接続部14に嵌合接着されるとともに、他端部が拡径されている。
A horizontal bushing 31, a horizontal packing 32, and a horizontal ring 33 are provided at the tip of the horizontal pipe connecting portion 14 that connects the horizontal pipe P3.
One end of the horizontal bushing 31 is fitted and bonded to the horizontal pipe connecting portion 14 of the upper connecting pipe 11, and the other end is expanded in diameter.

横パッキン32は、エチレン-プロピレン-ジエンゴム(EPDM)等の通常排水設備に使用されているゴム材料からなる。横パッキン32は、横ブッシュ31の拡径した他端部に嵌合され、横管P3の外周面に水密に密着する。 The horizontal packing 32 is made of a rubber material typically used in drainage equipment, such as ethylene-propylene-diene rubber (EPDM). The horizontal packing 32 is fitted into the enlarged other end of the horizontal bushing 31 and adheres watertight to the outer surface of the horizontal pipe P3.

横リング33は、横ブッシュ31の拡径部に外嵌され、一端に設けられたフランジ部33aによって、横パッキン32の縦リング23からの離脱を防止する。
また、縦ブッシュ21、縦リング23、及び横ブッシュ31、横リング33は、いずれもポリ塩化ビニル系樹脂100重量部に対して、非膨張性黒鉛を0.1~1.0重量部の割合で含むポリ塩化ビニル系樹脂組成物を射出成形して得られる。
The horizontal ring 33 is fitted onto the enlarged diameter portion of the horizontal bush 31 , and a flange portion 33 a provided at one end prevents the horizontal packing 32 from coming off the vertical ring 23 .
The vertical bushing 21, the vertical ring 23, the horizontal bushing 31, and the horizontal ring 33 are all obtained by injection molding a polyvinyl chloride resin composition containing 0.1 to 1.0 parts by weight of non-expandable graphite per 100 parts by weight of polyvinyl chloride resin.

「排水集合継手の設置」
上述のような排水集合継手10は、図1に示すように、多層階建築物の排水立管路の各階の横枝管合流部に用いられ、以下のように施工される。
すなわち、下部接続管12と中間管15と上部接続管11の嵌合接続部を含む部分を床スラブSの貫通孔Hに臨ませた状態で設置し、下側の階の第2の縦管P2(例えば、市販品である積水化学工業社製のエスロン(登録商標)耐火VPパイプが使用できる)を下部接続管12の下側管部18に嵌合させて接着する。この設置の際、下部接続管12の上端部と中間管15と上部接続管11の下端部が貫通孔Hの内側に収容される。
また、縦リング23を介して上側の階の第1の縦管P1の下端部を縦パッキン22に嵌合する。
"Installation of drainage manifold joint"
The drainage manifold 10 as described above is used at the junction of horizontal branch pipes on each floor of the drainage riser of a multi-story building, as shown in FIG. 1, and is installed as follows.
That is, the portions including the fitting connections of the lower connecting pipe 12, intermediate pipe 15, and upper connecting pipe 11 are installed facing the through-hole H in the floor slab S, and a second vertical pipe P2 on the lower floor (for example, a commercially available Eslon (registered trademark) fire-resistant VP pipe manufactured by Sekisui Chemical Co., Ltd.) is fitted and glued to the lower pipe portion 18 of the lower connecting pipe 12. During this installation, the upper end of the lower connecting pipe 12 and the lower ends of the intermediate pipe 15 and upper connecting pipe 11 are housed inside the through-hole H.
In addition, the lower end of the first vertical pipe P1 on the upper floor is fitted into the vertical packing 22 via the vertical ring 23.

つぎに、床スラブSの貫通孔Hにモルタルやロックウールなどの充填材(遮音材)Mを充填し、下部接続管12の上端部と中間管15と上部接続管11の下端部を含む部分を充填材M内に埋設する。下部接続管12は傾斜管部17の上端部と接続管部16が充填材Mに埋設される。上部接続管11は横管接続部14の下端部より下側の部分(下端部9)が充填材Mに埋設される。なお、充填材Mとして残渣保持性に優れたモルタルを適用することが好ましい。
そして、横リング33、横パッキン32を介して横管P3の端部を横ブッシュ31内に挿入して横管P3を接続する。
Next, the through holes H in the floor slab S are filled with a filler material (sound-proofing material) M such as mortar or rock wool, and the upper end of the lower connecting pipe 12 and the lower end of the intermediate pipe 15 and upper connecting pipe 11 are embedded in the filler material M. The upper end of the inclined pipe section 17 and the connecting pipe section 16 of the lower connecting pipe 12 are embedded in the filler material M. The portion of the upper connecting pipe 11 below the lower end of the horizontal pipe connecting section 14 (lower end 9) is embedded in the filler material M. It is preferable to use mortar as the filler material M, as it has excellent residue retention properties.
Then, the end of the horizontal pipe P3 is inserted into the horizontal bush 31 via the horizontal ring 33 and the horizontal packing 32 to connect the horizontal pipe P3.

本実施形態の排水集合継手10は、以上説明した設置構造になっており、中間管15が充填材Mに囲まれた状態で床スラブSの貫通孔Hの内部に埋設されている。また、中間管15の外側に位置する上部接続管11の下端部9と傾斜管部17の上端部と接続管部16も充填材Mに囲まれた状態で床スラブSの貫通孔Hの内部に埋設されている。
この構造であるならば、下の階で火災が発生し、貫通孔Hとその周囲部分が炎によって加熱されると、中間管15に含まれている熱膨張性黒鉛が膨張する。そして、膨張した中間管15が上部接続管11の下端部あるいは下部接続管12の上端部を閉塞状態とする。このため、下の階から上の階への火炎や煙の流入を阻止し、延焼防止効果を発揮する。
The drainage manifold 10 of this embodiment has the installation structure described above, in which the intermediate pipe 15 is buried inside the through-hole H of the floor slab S while being surrounded by filler material M. In addition, the lower end 9 of the upper connecting pipe 11, the upper end of the inclined pipe section 17, and the connecting pipe section 16, which are located outside the intermediate pipe 15, are also buried inside the through-hole H of the floor slab S while being surrounded by filler material M.
With this structure, if a fire breaks out on the floor below and the through-hole H and its surrounding area are heated by the flames, the thermally expandable graphite contained in the intermediate pipe 15 will expand. The expanded intermediate pipe 15 will then block the lower end of the upper connecting pipe 11 or the upper end of the lower connecting pipe 12. This will prevent flames and smoke from flowing from the floor below to the floor above, thereby preventing the spread of fire.

また、火災時の熱によって下部接続管12が溶け落ちることを想定し、仮に下部接続管12が溶け落ちても中間管15が膨張して貫通孔Hを閉塞し、延焼防止効果を発揮する。このため、火災時に貫通孔Hを確実に閉塞でき、延焼防止効果を発現する。 In addition, it is assumed that the lower connecting pipe 12 will melt down due to the heat during a fire. Even if the lower connecting pipe 12 does melt down, the intermediate pipe 15 will expand and close the through-hole H, thereby preventing the spread of fire. This ensures that the through-hole H can be reliably closed in the event of a fire, thereby preventing the spread of fire.

図1に示す排水集合継手10を備えた構造であれば、150~300mmのいずれの厚さの床スラブSであったとしても、30mm以上150mm以下の高さの中間管15を貫通孔H内に確実に配置できる。このため、いずれの厚さの床スラブSに対しても図1に示す構造を適用できることとなる。このため、本実施形態の構造は、一般的なスラブ厚の建築物であればいずれの建築物にも広く適用でき、汎用性に優れている。 With a structure equipped with the drainage manifold joint 10 shown in Figure 1, an intermediate pipe 15 with a height of 30 mm or more and 150 mm or less can be reliably placed within the through-hole H, regardless of the floor slab S thickness, which may be between 150 and 300 mm. Therefore, the structure shown in Figure 1 can be applied to floor slabs S of any thickness. Therefore, the structure of this embodiment is highly versatile and can be widely applied to any building with a typical slab thickness.

図1に示す構造であれば接続管部16の下方に下窄まり状の傾斜管部17を設けているので、この傾斜管部17が充填材Mに確実に把持される結果、火炎等で加熱された場合であっても接続管部16の落下を確実に防止できる。
図1に示す構造であれば、接続管部16の下端に周段部16aを設けているので、火災時に中間管15が膨張する場合、周段部16aが充填材Mに確実に引っ掛かる。このため、下部接続管12の溶け落ち落下を防止でき、中間管15の膨張により貫通孔Hを確実に閉塞でき、耐火性を確実に発現できる。
In the structure shown in FIG. 1, a tapered inclined pipe section 17 is provided below the connecting pipe section 16, and this inclined pipe section 17 is securely held by the filler material M, thereby reliably preventing the connecting pipe section 16 from falling even when heated by a flame or the like.
1, the connecting pipe portion 16 has a peripheral step 16a at its lower end, so that when the intermediate pipe 15 expands in the event of a fire, the peripheral step 16a is securely caught by the filler material M. This prevents the lower connecting pipe 12 from burning down and falling, and the expansion of the intermediate pipe 15 reliably closes the through hole H, ensuring fire resistance.

「第2実施形態」
図4は、本発明の第2実施形態に係る排水集合継手を耐火構造に適用した継手構造の一例を示す断面図である。
この実施形態では、第1実施形態に適用された中間管15と異なる構造の中間管50を設ける。この実施形態の中間管50は、先の中間管15と内外径、高さ、厚さ、形状等は同等であるが、熱膨張性黒鉛を含まない樹脂、例えば、ポリ塩化ビニル系樹脂からなる。あるいは、ポリ塩化ビニル系樹脂100重量部に対して、非膨張性黒鉛を0.1~1.0重量部の割合で含むポリ塩化ビニル系樹脂組成物からなる。
Second Embodiment
FIG. 4 is a cross-sectional view showing an example of a joint structure in which a drainage manifold according to a second embodiment of the present invention is applied to a fire-resistant structure.
In this embodiment, an intermediate pipe 50 is provided that has a different structure from the intermediate pipe 15 used in the first embodiment. The intermediate pipe 50 of this embodiment is equivalent to the intermediate pipe 15 in terms of inner and outer diameter, height, thickness, shape, etc., but is made of a resin that does not contain thermally expandable graphite, such as a polyvinyl chloride resin. Alternatively, the intermediate pipe 50 is made of a polyvinyl chloride resin composition that contains 0.1 to 1.0 parts by weight of non-expandable graphite per 100 parts by weight of polyvinyl chloride resin.

本実施形態では、中間管50の外方に位置する上部接続管11の下端部9の外周と、中間管50の外方に位置する接続管部16の外周にかけて、熱膨張性黒鉛等の熱膨張性耐火材料からなる耐火層51を設けた点に特徴を有する。耐火層51は、熱膨張性黒鉛を含む熱膨張性耐火シートやテープを巻き付けて構成した構造を採用できる。 This embodiment is characterized by the provision of a fire-resistant layer 51 made of a heat-expandable fire-resistant material such as heat-expandable graphite around the outer periphery of the lower end 9 of the upper connecting pipe 11 located outside the intermediate pipe 50 and the outer periphery of the connecting pipe portion 16 located outside the intermediate pipe 50. The fire-resistant layer 51 can be constructed by wrapping a heat-expandable fire-resistant sheet or tape containing heat-expandable graphite around it.

耐火層51は、第1実施形態の中間管15と同等の材料からなる。
即ち、全体が熱膨張性耐火材料を含む樹脂組成物からなる単層構造でもよいし、遮音層や吸音層などを含む複数の層からなる複層構造でもよい。複層構造の場合、いずれかの層が熱膨張性耐火材料を含む樹脂組成物から形成されていればよく、例えば、上部接続管11や下部接続管12の外周を覆う遮音層や吸音層の一部が、熱膨張性耐火材料を含む樹脂組成物によって形成されて耐火層として機能してもよい。あるいは、熱膨張性耐火材料を含む樹脂組成物からなる単層構造の耐火シートを巻き付けて複層構造とした耐火層であっても良い。これらの中でも、耐火シートを巻き付けた構造が施工現場での実施がし易く、望ましい。
なお、中間管50が熱膨張性黒鉛を含有しない場合には、熱膨張性黒鉛を含有するシート状の耐火材を中間管50の外面または中間管50を覆う遮音材の外面に巻きつけ、耐火材をスラブ貫通部に埋設するようにしてもよい。
The fire-resistant layer 51 is made of the same material as that of the intermediate pipe 15 of the first embodiment.
That is, the entire structure may be a single layer made of a resin composition containing a heat-expandable fire-resistant material, or a multi-layer structure made of multiple layers including a sound-insulating layer, a sound-absorbing layer, etc. In the case of a multi-layer structure, it is sufficient that any one of the layers is formed from a resin composition containing a heat-expandable fire-resistant material. For example, a portion of the sound-insulating layer or sound-absorbing layer covering the outer periphery of the upper connecting pipe 11 or the lower connecting pipe 12 may be formed from a resin composition containing a heat-expandable fire-resistant material and function as a fire-resistant layer. Alternatively, the fire-resistant layer may be a multi-layer structure formed by wrapping a single-layer fire-resistant sheet made of a resin composition containing a heat-expandable fire-resistant material. Among these, a structure wrapped with a fire-resistant sheet is preferable because it is easy to implement at the construction site.
In addition, if the intermediate pipe 50 does not contain thermally expandable graphite, a sheet-shaped fire-resistant material containing thermally expandable graphite may be wrapped around the outer surface of the intermediate pipe 50 or the outer surface of the sound-insulating material covering the intermediate pipe 50, and the fire-resistant material may be embedded in the slab penetration portion.

本実施形態の耐火層51は、先の実施例の中間管15と同等高さに形成されている。 即ち、耐火層51が30mm以上150mm以下の高さに形成されている。
その他の構造は先の第1実施形態の構造と同等であるので、その他の構造の説明は省略する。
The fire-resistant layer 51 of this embodiment is formed to have the same height as the intermediate pipe 15 of the previous example. That is, the fire-resistant layer 51 is formed to have a height of 30 mm or more and 150 mm or less.
The other structures are the same as those of the first embodiment, and therefore a description of the other structures will be omitted.

第2実施形態の構造を図1に示す構造の床スラブSに適用すると、貫通孔Hの内部に耐火層51が埋設される。火災時に加熱されても中間管50は膨張しないが、耐火層51に含まれている熱膨張性黒鉛が膨張する。
火災時に加熱された耐火層51は、熱により軟化した上部接続管11の下端部9と接続管部16と中間管15を押し潰すように膨張して貫通孔Hを閉塞する。このため、下の階で発生した火災の火炎や煙を上の階に貫通孔Hを介し伝えることが無く、耐火性を発現できる。
When the structure of the second embodiment is applied to the floor slab S having the structure shown in Fig. 1, a fire-resistant layer 51 is embedded inside the through-hole H. Even when heated during a fire, the intermediate pipe 50 does not expand, but the thermally expandable graphite contained in the fire-resistant layer 51 does expand.
When a fire occurs, the fire-resistant layer 51 is heated and expands to crush the lower end 9 of the upper connecting pipe 11, the connecting pipe portion 16, and the intermediate pipe 15, which have been softened by the heat, thereby blocking the through-hole H. As a result, flames and smoke from a fire that has broken out on a lower floor are not transmitted to an upper floor through the through-hole H, thereby achieving fire resistance.

なお本実施形態の変形例として、例えば、図5に示す第1変形例及び図6に示す第2変形例が挙げられる。これらの両変形例では、いずれも中間管50がなく、上部接続管11と下部接続管12とが直接的に(中間管50を介さずに)接続されている。
図5に示す第1変形例では、上部接続管11の下端部9が差し口、下部接続管12の上端部(接続管部16)が受口となっている。上部接続管11の下端部9が下部接続管12の上端部内に嵌合されている。
図6に示す第2変形例では、上部接続管11の下端部9が受口、下部接続管12の上端部(接続管部16)が差し口となっている。下部接続管12の上端部が上部接続管11の下端部9内に嵌合されている。
これらの両変形例のいずれにおいても、上部接続管11と下部接続管12とが接続されている部分である接続部分の周囲(外周)に、熱膨張性耐火材料を含む耐火層51が設けられている。なお前記接続部分は、上部接続管11と下部接続管12とが嵌合されている嵌合部分であるとも言える。耐火層51には、第2実施形態と同様の構成を採用することができる。例えば、耐火層51の高さは150mm以下である。
また、図5における上部接続管11の下端部9や、図6における下部接続管12の上端部(接続管部16)の内径も、中間管15の内径と同様に、縦管P1の内径よりも大きいことが好ましく、100mm以上200mm以下がより好ましく、110mm以上175mm以下がさらに好ましく、120mm以上150mm以下が最も好ましい。
さらに、図5における上部接続管11の下端部9や、図6における下部接続管12の接続管部16の外周に耐火層51が設置されている。そこで、下端部9や接続管部16の高さをスラブ厚以下とすることで、耐火層51を確実に貫通孔H内に設置できる。例えば、下端部9や接続管部16の高さは300mm以下であり、好ましくは150mm以下である。
これらの両変形例の場合、中間管50が不要となり、部品点数を少なくすることができる。
Modifications of this embodiment include, for example, a first modification shown in Fig. 5 and a second modification shown in Fig. 6. In both of these modifications, the intermediate pipe 50 is not provided, and the upper connecting pipe 11 and the lower connecting pipe 12 are directly connected (without the intermediate pipe 50).
5, the lower end 9 of the upper connecting pipe 11 is a spigot, and the upper end (connecting pipe portion 16) of the lower connecting pipe 12 is a socket. The lower end 9 of the upper connecting pipe 11 is fitted into the upper end of the lower connecting pipe 12.
6, the lower end 9 of the upper connecting pipe 11 is a socket, and the upper end (connecting pipe portion 16) of the lower connecting pipe 12 is a spigot. The upper end of the lower connecting pipe 12 is fitted into the lower end 9 of the upper connecting pipe 11.
In both of these modified examples, a fire-resistant layer 51 containing a heat-expandable fire-resistant material is provided around (on the outer periphery of) the connecting portion where the upper connecting pipe 11 and the lower connecting pipe 12 are connected. The connecting portion can also be considered as the fitting portion where the upper connecting pipe 11 and the lower connecting pipe 12 are fitted together. The fire-resistant layer 51 can have a configuration similar to that of the second embodiment. For example, the height of the fire-resistant layer 51 is 150 mm or less.
Furthermore, like the inner diameter of the intermediate pipe 15, the inner diameter of the lower end 9 of the upper connecting pipe 11 in FIG. 5 and the upper end (connecting pipe portion 16) of the lower connecting pipe 12 in FIG. 6 is preferably larger than the inner diameter of the vertical pipe P1, more preferably 100 mm or more and 200 mm or less, even more preferably 110 mm or more and 175 mm or less, and most preferably 120 mm or more and 150 mm or less.
Furthermore, a fireproof layer 51 is provided on the outer periphery of the lower end 9 of the upper connecting pipe 11 in Fig. 5 and the connecting pipe portion 16 of the lower connecting pipe 12 in Fig. 6. Therefore, by making the height of the lower end 9 or the connecting pipe portion 16 equal to or less than the slab thickness, the fireproof layer 51 can be reliably provided in the through hole H. For example, the height of the lower end 9 or the connecting pipe portion 16 is 300 mm or less, and preferably 150 mm or less.
In both of these modified examples, the intermediate tube 50 is not required, and the number of parts can be reduced.

ここで図4に示す第2実施形態、図5に示す第1変形例及び図6に示す第2変形例のいずれにおいても、耐火層51が、下記(1)又は(2)に示す部分の周囲(外周)に設けられていることが好ましい。
(1)上部接続管11、下部接続管12及び中間管50が互いに接続されていない部分、言い換えると、1つの管材によって形成されている部分
(2)上部接続管11と中間管50との接続部分、中間管50と下部接続管12との接続部分、及び、上部接続管11と下部接続管12との接続部分など、2つの管材が重なっている部分
In any of the second embodiment shown in FIG. 4, the first modified example shown in FIG. 5, and the second modified example shown in FIG. 6, it is preferable that the fire-resistant layer 51 be provided around (on the outer periphery of) the portion shown in (1) or (2) below.
(1) The portion where the upper connecting pipe 11, the lower connecting pipe 12, and the intermediate pipe 50 are not connected to each other, in other words, the portion formed by one pipe material. (2) The portion where two pipe materials overlap, such as the connection portion between the upper connecting pipe 11 and the intermediate pipe 50, the connection portion between the intermediate pipe 50 and the lower connecting pipe 12, and the connection portion between the upper connecting pipe 11 and the lower connecting pipe 12.

すなわち、例えば、上部接続管11、中間管50及び下部接続管12の3本の管材が重なっている場合など、3本以上の管材が重なっている部分の周囲(外周)に耐火層51を設けることは好ましくない。というのも、管材が重なるほど、管材の接続部分の剛性が高くなり前記接続部分が変形し難くなることから、耐火層51の膨張時に前記接続部分が変形し難くなり、結果としてこの接続部分が閉塞し難くなる。よって、図5及び図6に示した上記(2)に示す部分の周囲に設けるよりも、上記(1)に示す部分の周囲に設けるほうが、耐火層51の膨張によって排水集合継手10を閉塞しやすい。なお、耐火層51の高さが150mm以下であれば、上記(1)に示す部分の周囲および(2)に示す部分の周囲の両方に設けられていても良い。 For example, when three pipes, the upper connecting pipe 11, the intermediate pipe 50, and the lower connecting pipe 12, overlap, it is not desirable to provide the fire-resistant layer 51 around (the outer periphery of) the overlapping portion of three or more pipes. This is because the more pipes overlap, the greater the rigidity of the pipe connection, making the connection less likely to deform. This makes the connection less likely to deform when the fire-resistant layer 51 expands, and as a result, less likely to clog. Therefore, providing the fire-resistant layer 51 around the portion shown in (1) above rather than around the portion shown in (2) above in Figures 5 and 6 makes it easier for the expansion of the fire-resistant layer 51 to clog the drainage manifold 10. Note that, as long as the height of the fire-resistant layer 51 is 150 mm or less, it may be provided around both the portion shown in (1) above and the portion shown in (2).

また同様の観点から、上記(1)又は(2)に該当する場合であっても、耐火層51が巻かれている部分の内面に、例えば堰止め板13aや旋回羽根21b等のような突起(リブ)が設けられていないことが好ましい。すなわち、この種の突起が設けられている場合、管材の剛性が高くなり管材が変形し難くなることから、耐火層51の膨張時に管材が閉塞し難くなる。 From a similar perspective, even in cases where (1) or (2) above applies, it is preferable that no protrusions (ribs), such as damming plates 13a or swirl vanes 21b, are provided on the inner surface of the portion where the fire-resistant layer 51 is wrapped. In other words, if such protrusions are provided, the rigidity of the pipe material increases and the pipe material becomes less likely to deform, making the pipe material less likely to become blocked when the fire-resistant layer 51 expands.

第1実施形態と第2実施形態及びその変形例の構造において、上部接続管11の外周と下部接続管12の外周に排水騒音などの遮音対策として遮音カバーを設けても良い。下部接続管12は現場搬入前(工場出荷時)に遮音カバーを巻き付けても良いし、現場にて配管後に遮音カバーを後巻きしても良い。
遮音カバーとして、軟質塩化ビニルやブチルゴム、PP(ポリプロピレン)からなる厚さ0.8~2mm程度のシートを利用できる。または、これらのシートの内側に厚さ5~20mm程度のポリエステル繊維やウレタン発泡体やグラスウールを積層した積層構造の遮音カバーを採用することができる。
In the structures of the first and second embodiments and their modifications, sound-insulating covers may be provided on the outer periphery of the upper connecting pipe 11 and the outer periphery of the lower connecting pipe 12 as a measure to prevent noise such as drainage noise. The sound-insulating cover may be wrapped around the lower connecting pipe 12 before delivery to the site (at the time of shipment from the factory), or the sound-insulating cover may be wrapped around the pipe after installation on site.
The soundproof cover can be a sheet made of soft vinyl chloride, butyl rubber, or PP (polypropylene) with a thickness of about 0.8 to 2 mm. Alternatively, a laminated soundproof cover can be used, in which polyester fiber, urethane foam, or glass wool with a thickness of about 5 to 20 mm is laminated on the inside of such a sheet.

ところで、本発明の技術的範囲は前記実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲において種々の変更を加えることが可能である。
その他、本発明の趣旨に逸脱しない範囲で、前記実施形態における構成要素を周知の構成要素に置き換えることは適宜可能であり、また、前記した変形例を適宜組み合わせてもよい。
The technical scope of the present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the spirit of the present invention.
In addition, within the scope of the spirit of the present invention, the components in the above-described embodiments may be replaced with well-known components as appropriate, and the above-described modifications may be combined as appropriate.

1…排水集合継手の耐火構造、
10…排水集合継手、
11…上部接続管、
12…下部接続管、
13…縦管接続部、
15…中間管、
16…接続管部、
17…傾斜管部、
21b…旋回羽根、
50…中間管、
51…耐火層、
H…貫通孔、
M…遮音材(モルタル)、
S…床スラブ。
1...Fire-resistant structure of drainage manifold joint,
10...Drainage collection joint,
11...upper connecting pipe,
12...Lower connecting pipe,
13...Vertical pipe connection part,
15...Intermediate tube,
16...connecting pipe part,
17... Inclined pipe section,
21b...swirl vane,
50...Intermediate tube,
51... Fireproof layer,
H...through hole,
M: Soundproofing material (mortar),
S...Floor slab.

Claims (6)

側面に横管接続部および内面に旋回羽根と堰止め板を備える樹脂製の上部接続管と、この上部接続管に接続された樹脂製の下部接続管と、を備える継手であって、
前記上部接続管の下端部と前記下部接続管の上端部が床スラブの貫通孔内に配置され、
前記下部接続管の上端部に前記上部接続管の下端を接続する接続管部を形成し、前記接続管部の下方に下窄まり状の傾斜管部を形成するとともに、
前記上部接続管の下端部、前記接続管部および前記傾斜管部の上部が前記床スラブの貫通孔内に配置され、
前記横管接続部の下端と前記傾斜管部の上端との間の外周であって、前記旋回羽根の下端および前記堰止め板の下端よりも下方に、熱膨張性耐火材料を含む耐火層を設け(ただし、前記上部接続管と前記下部接続管とが接続され、互いに重なる部分の外周に前記耐火層が設けられたものを除く)、
前記耐火層の高さが30mm以上150mm以下である
排水集合継手。
A joint comprising: an upper connecting pipe made of resin, the upper connecting pipe having a horizontal pipe connecting portion on the side thereof and a swirl vane and a dam plate on the inner surface thereof; and a lower connecting pipe made of resin connected to the upper connecting pipe,
a lower end of the upper connecting pipe and an upper end of the lower connecting pipe are disposed in the through-hole of the floor slab;
A connecting pipe section is formed to connect the lower end of the upper connecting pipe to the upper end of the lower connecting pipe, and a tapered pipe section is formed below the connecting pipe section,
The lower end of the upper connecting pipe, the connecting pipe section, and the upper part of the inclined pipe section are disposed in the through hole of the floor slab,
a fire-resistant layer containing a heat-expandable fire-resistant material is provided on the outer periphery between the lower end of the horizontal pipe connecting portion and the upper end of the inclined pipe portion, below the lower end of the swirl vane and the lower end of the damming plate (excluding, however, a case in which the fire-resistant layer is provided on the outer periphery of the portion where the upper connecting pipe and the lower connecting pipe are connected and overlap each other);
A drainage manifold joint in which the height of the fire-resistant layer is 30 mm or more and 150 mm or less.
側面に横管接続部および内面に旋回羽根と堰止め板を備える樹脂製の上部接続管と、この上部接続管に接続された樹脂製の下部接続管と、を備える継手であって、
前記上部接続管の下端部と前記下部接続管の上端部が床スラブの貫通孔内に配置され、
前記下部接続管の上端部に前記上部接続管の下端を接続する接続管部を形成し、前記接続管部の下方に下窄まり状の傾斜管部を形成するとともに、
前記上部接続管の下端部、前記接続管部および前記傾斜管部の上部が前記床スラブの貫通孔内に配置され、
前記横管接続部の下端と前記傾斜管部の上端との間の外周に、熱膨張性耐火材料を含む耐火層を設け、
前記耐火層は、前記横管接続部の下端と、前記上部接続管の下端との間の外周に設けられ(ただし、前記横管接続部の下端と、前記上部接続管の下端との間の内面に前記旋回羽根と前記堰止め板を含む突起が設けられたものを除く)、
前記耐火層の高さが30mm以上150mm以下である、
排水集合継手。
A joint comprising: an upper connecting pipe made of resin, the upper connecting pipe having a horizontal pipe connecting portion on the side thereof and a swirl vane and a dam plate on the inner surface thereof; and a lower connecting pipe made of resin connected to the upper connecting pipe,
a lower end of the upper connecting pipe and an upper end of the lower connecting pipe are disposed in the through-hole of the floor slab;
A connecting pipe section is formed to connect the lower end of the upper connecting pipe to the upper end of the lower connecting pipe, and a tapered pipe section is formed below the connecting pipe section,
The lower end of the upper connecting pipe, the connecting pipe section, and the upper part of the inclined pipe section are disposed in the through hole of the floor slab,
a fire-resistant layer including a heat-expandable fire-resistant material is provided on an outer periphery between the lower end of the horizontal pipe connection portion and the upper end of the inclined pipe portion;
The fire-resistant layer is provided on the outer periphery between the lower end of the horizontal pipe connecting portion and the lower end of the upper connecting pipe (excluding a case where a protrusion including the swirl vane and the dam plate is provided on the inner surface between the lower end of the horizontal pipe connecting portion and the lower end of the upper connecting pipe),
The height of the fireproof layer is 30 mm or more and 150 mm or less.
Drainage collection joint.
側面に横管接続部および内面に旋回羽根を備える樹脂製の上部接続管と、この上部接続管に接続された樹脂製の下部接続管と、前記上部接続管と前記下部接続管との間かつ前記旋回羽根の下端より下方に設けられた中間管と、を備える継手であって、
前記上部接続管の下端部と前記中間管の上端部が床スラブの貫通孔内に配置され、
前記下部接続管の上端部に前記中間管の下端を接続する接続管部を形成し、前記接続管部の下方に下窄まり状の傾斜管部を形成するとともに、
前記上部接続管の下端部、前記中間管の上部が前記床スラブの貫通孔内に配置され、
前記中間管の外周であって、前記上部接続管、前記下部接続管及び前記中間管が互いに接続されていない部分の外周に熱膨張性耐火材料を含む耐火層を設け、
前記耐火層の高さが30mm以上150mm以下であり、
前記接続管部は差口または受口である、
排水集合継手。
A joint comprising: an upper connecting pipe made of resin having a horizontal pipe connection portion on the side and swirl vanes on the inner surface ; a lower connecting pipe made of resin connected to the upper connecting pipe; and an intermediate pipe provided between the upper connecting pipe and the lower connecting pipe and below the lower end of the swirl vanes ,
a lower end of the upper connecting pipe and an upper end of the intermediate pipe disposed in a through hole of the floor slab;
A connecting pipe section is formed to connect the lower end of the intermediate pipe to the upper end of the lower connecting pipe, and a tapered pipe section is formed below the connecting pipe section,
a lower end of the upper connecting pipe and an upper portion of the intermediate pipe are disposed in the through hole of the floor slab;
a fire-resistant layer including a heat-expandable fire-resistant material is provided on an outer periphery of the intermediate pipe at a portion where the upper connecting pipe, the lower connecting pipe, and the intermediate pipe are not connected to each other;
The height of the fire-resistant layer is 30 mm or more and 150 mm or less,
The connecting pipe portion is a spigot or a socket.
Drainage collection joint.
前記下部接続管は外周に遮音カバーが巻き付けられている、請求項1ないし3のいずれか1項に記載の排水集合継手。 A drainage manifold fitting as described in any one of claims 1 to 3, wherein the lower connecting pipe has a sound-insulating cover wrapped around its outer periphery. 前記遮音カバーはブチルゴムのシートである、請求項4に記載の排水集合継手。 The drainage manifold joint described in claim 4, wherein the sound-insulating cover is a sheet of butyl rubber. 前記耐火層は遮音層や吸音層を含む複数の層からなる複層構造である、請求項1ないし5のいずか1項に記載の排水集合継手。 A drainage manifold joint as described in any one of claims 1 to 5, wherein the fire-resistant layer has a multi-layer structure consisting of multiple layers including a sound-insulating layer and a sound-absorbing layer.
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