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JP6820906B2 - Drainage piping structure - Google Patents
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JP6820906B2 - Drainage piping structure - Google Patents

Drainage piping structure Download PDF

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JP6820906B2
JP6820906B2 JP2018246359A JP2018246359A JP6820906B2 JP 6820906 B2 JP6820906 B2 JP 6820906B2 JP 2018246359 A JP2018246359 A JP 2018246359A JP 2018246359 A JP2018246359 A JP 2018246359A JP 6820906 B2 JP6820906 B2 JP 6820906B2
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joint
floor slab
pipe
vertical pipe
receiving portion
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JP2019073969A (en
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英治 木村
英治 木村
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Sekisui Chemical Co Ltd
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Description

本発明は、複数階の建物の最下階に設けられる排水配管構造に関するものである。 The present invention relates to a drainage pipe structure provided in the lowest floor of multi-storey buildings.

複数階の集合住宅やホテルなどの建物には、通常、各階からの排水を流下させるための立管と、各階の住戸からの排水を流すための横枝管とが接続される排水集合継手が設けられている。また、近年、最下階住戸の排水を立管に合流させる最下階合流システムの採用も増えている。この最下階合流システムの場合、最下階に設置された集合継手は通常、最下階スラブの下側に配置された横主管にエルボ状の脚部継手を介して接続される。 Buildings such as multi-story apartments and hotels usually have drainage collective joints that connect vertical pipes for drainage from each floor and horizontal branch pipes for drainage from dwelling units on each floor. It is provided. Moreover, in recent years, the adoption of the lowest floor merging system that merges the drainage of the lowest floor dwelling unit into the vertical pipe is increasing. In the case of this bottom floor merging system, the collective joint installed on the bottom floor is usually connected to the horizontal main pipe arranged under the bottom floor slab via an elbow-shaped leg joint.

例えば、特許文献1には、排水の流入口である上部管用接続部と、排水の流出口である下部管用接続部と、上部管用接続部と下部管用接続部との間に位置する枝管用接続部と、上部管用接続部と枝管用接続部とからの排水が流入する集水室を備え、上部管用接続部および下部管用接続部が一体不可分に形成された排水集合継手が開示されている。 For example, Patent Document 1 describes a branch pipe connection located between an upper pipe connection portion which is a drainage inlet, a lower pipe connection portion which is a drainage outlet, and an upper pipe connection portion and a lower pipe connection portion. Disclosed is a drainage collective joint including a water collecting chamber through which drainage from a connection portion for an upper pipe and a connection portion for a branch pipe flows in, and a connection portion for an upper pipe and a connection portion for a lower pipe are integrally formed.

特許4471712号公報Japanese Patent No. 4471712

ところで、上記特許文献1のものによれば、下部管用接続部を下端から適当なところで切断することによって短寸法にし、脚部継手との接続距離を短縮化させることにより、最下階スラブの下側で脚部継手を介して横主管を接続したときの納まりをコンパクト化することができるとされている。 By the way, according to the above-mentioned Patent Document 1, the lower pipe connection portion is cut from the lower end at an appropriate place to shorten the size, and the connection distance with the leg joint is shortened, thereby lowering the lowermost floor slab. It is said that the fit when the horizontal main pipe is connected via the leg joint on the side can be made compact.

しかしながら、特許文献1のものでは、最下階スラブのスラブ厚が厚い場合に下部管用接続部を延長しようとすると、上部管用接続部および下部管用接続部が一体不可分に形成されているため、排水集合継手全体を別途製造しなければならず、製造コストが嵩むという問題がある。 However, in Patent Document 1, when the lower pipe connection portion is to be extended when the slab thickness of the lowermost floor slab is thick, the upper pipe connection portion and the lower pipe connection portion are integrally formed, so that the water is drained. There is a problem that the entire collective joint must be manufactured separately, which increases the manufacturing cost.

また、例えば最下階スラブの下面に近接して横主管が配管される場合には、脚部継手の上端が最下階スラブの下面ぎりぎりに位置するところ、特許文献1のものでは、最下階スラブ内(最下階スラブに形成された貫通孔内)で下部管用接続部と脚部継手とを接続しなければならないことになる。しかしながら、最下階スラブ内で接続作業を行うと、下部管用接続部と脚部継手とが確実に接続された否かを確認することが困難になり、漏水等の不具合に対する不安がつきまとうという問題がある。 Further, for example, when the horizontal main pipe is piped close to the lower surface of the lowermost floor slab, the upper end of the leg joint is located just near the lower surface of the lowermost floor slab, but in Patent Document 1, it is the lowest. It is necessary to connect the lower pipe connection part and the leg joint in the floor slab (inside the through hole formed in the lowest floor slab). However, when the connection work is performed in the lowermost floor slab, it becomes difficult to confirm whether or not the connection part for the lower pipe and the leg joint are securely connected, and there is anxiety about problems such as water leakage. There is.

本発明はかかる点に鑑みてなされたものであり、その目的とするところは、最下階スラブに設けられる排水配管構造において、コストの上昇を抑えつつ最下階スラブのスラブ厚に応じて配管の納まりを向上させるとともに、施工管理を容易にする技術を提供することにある。 The present invention has been made in view of the foregoing, it is an object of Oite the drain pipe structure provided in the lowest floor slab, the slab thickness of bottom floor slab while suppressing an increase in cost The purpose is to provide technology that facilitates construction management while improving the fit of pipes accordingly.

前記目的を達成するため、本発明に係る排水配管構造では、集合継手と脚部継手とを当該集合継手とは別体の縦管を介して接続するとともに、集合継手とかかる縦管とをスラブ内で直接接続するのではなく、集合継手をスラブ上から挿入可能な受口を有する接続継手を介して、集合継手と縦管とを接続するようにしている。 In order to achieve the above object, in the drainage pipe structure according to the present invention, the collective joint and the leg joint are connected via a vertical pipe that is separate from the collective joint, and the collective joint and the vertical pipe are slabs. Instead of connecting directly inside, the collective joint and the vertical pipe are connected via a connecting joint having a socket that can be inserted from above the slab.

具体的には、本発明は、最下階スラブに設けられる排水配管構造を対象としている。 Specifically, the present invention is intended for a drainage pipe structure provided on the lowest floor slab.

そして、この排水配管構造は、少なくとも一部が最下階スラブに埋設され、外形が円筒形状の樹脂製の接続縦管と、最下階スラブの下側に配置され、上記接続縦管の下端と接続される曲管状の樹脂製の脚部継手と、を備え、上記接続縦管の上端部は、切断可能、且つ、下側受口部を有する接続継手における当該下側受口部に接続可能とされており、上記接続縦管と上記脚部継手とは予め接着接合された接着接合部で一体とされており、上記接続縦管と上記脚部継手との上記接着接合部が最下階スラブ内に埋設されることを特徴とするものである。 Then, at least a part of this drainage pipe structure is embedded in the lowermost floor slab, and is arranged under the resin connecting vertical pipe having a cylindrical outer shape and the lowermost floor slab, and the lower end of the connecting vertical pipe. A curved tubular resin leg joint to be connected to the pipe, and the upper end of the connecting vertical pipe is connected to the lower receiving portion of the connecting joint which is cutable and has a lower receiving portion. It is possible that the connecting vertical pipe and the leg joint are integrated by an adhesive joint that is previously adhesively joined, and the adhesive joint between the connecting vertical pipe and the leg joint is at the bottom. It is characterized by being buried in the floor slab.

この構成によれば、集合継手の下側接続部と脚部継手とを、直接接続するのではなく、接続縦管を介して接続することから、最下階スラブのスラブ厚が薄い場合には短い接続縦管を用意し、最下階スラブのスラブ厚が厚い場合には長い接続縦管を用意することで、最下階スラブのスラブ厚に応じた排水配管構造を実現することができる。すなわち、この構成によれば、最下階スラブのスラブ厚が変わっても特殊品の集合継手を製造する必要がないので、製造コストの上昇を抑えつつ最下階スラブのスラブ厚に応じて配管の納まりを向上させることができる。 According to this configuration, the lower connection portion of the collective joint and the leg joint are not directly connected but are connected via a connecting vertical pipe. Therefore, when the slab thickness of the lowest floor slab is thin, By preparing a short connecting vertical pipe and preparing a long connecting vertical pipe when the slab thickness of the lowest floor slab is thick, it is possible to realize a drainage pipe structure according to the slab thickness of the lowest floor slab. That is, according to this configuration, even if the slab thickness of the lowest floor slab changes, it is not necessary to manufacture a special collective joint, so piping is performed according to the slab thickness of the lowest floor slab while suppressing an increase in manufacturing cost. It is possible to improve the fit of the.

また、最下階スラブのスラブ厚に対応した接続縦管を用意しなくても、施工現場において、最下階スラブのスラブ厚に応じて接続縦管を切断し、接続縦管の長さを調整することで、配管の納まりを向上させることができる。しかも、接続縦管は外形が円筒形状なので、換言すると、どの位置で切断しても断面形状が変わらないので、切断後も接続継手や脚部継手との接続を容易に行うことができる。さらに、施工管理が容易になることから、施工品質を向上させることができる。 In addition, even if a connecting vertical pipe corresponding to the slab thickness of the lowest floor slab is not prepared, the connecting vertical pipe is cut according to the slab thickness of the lowest floor slab at the construction site to reduce the length of the connecting vertical pipe. By adjusting, the fit of the pipe can be improved. Moreover, since the connecting vertical pipe has a cylindrical outer shape, in other words, the cross-sectional shape does not change regardless of the cutting position, so that the connection with the connecting joint or the leg joint can be easily performed even after cutting. Furthermore, since it is easy facilities Engineering management, it is possible to improve construction quality.

また、上記排水配管構造では、上記接続縦管は、内面層および外面層と、熱膨張性黒鉛を含む樹脂組成物からなる中間層と、を有する三層構造の熱膨張性パイプであることが好ましい。 Further, in the drainage pipe structure, the connecting vertical pipe may be a heat-expandable pipe having a three-layer structure having an inner surface layer and an outer surface layer, and an intermediate layer made of a resin composition containing heat-expandable graphite. preferable.

この構成によれば、火災時等に、接続縦管が膨張して、最下階スラブに形成された貫通孔内で耐火層を形成することから、最下階スラブの上下の空間における熱の出入りを抑制することができるAccording to this configuration, in the event of a fire or the like, the connecting vertical pipe expands to form a refractory layer in the through hole formed in the lowermost floor slab, so that heat in the space above and below the lowermost floor slab is generated. It is possible to suppress entry and exit .

さらに、上記排水配管構造では、上記接続縦管最下階スラブに埋設される部位に熱膨張性シートが巻かれていることが好ましい。 Further, in the drainage pipe structure, it is preferable that a heat-expandable sheet is wound around a portion of the connecting vertical pipe to be embedded in the lowermost floor slab.

この構成によれば、火災時等に、接続縦管に巻かれた熱膨張性シートが膨張して、最下階スラブに形成された貫通孔内で耐火層を形成することから、最下階スラブの上下の空間における熱の出入りを抑制することができる。 According to this arrangement, when the fire or the like, contact with intumescent sheet wound in a connection vertical tube is expanded, since the formation of the refractory layer in the through hole formed in the bottom floor slab, the top It is possible to suppress the inflow and outflow of heat in the spaces above and below the lower floor slab.

また、本発明は、以下の、最下階スラブに設けられる排水配管構造をも対象としている。 Further, the present invention is the following, is targeted also drain pipe structure provided in the bottom floor slab.

そして、この排水配管構造は、最下階スラブの上側に配置され、各階からの排水を流下させる立管と接続可能な上側接続部と、当該上側接続部よりも下側に形成された、下方に延びる円筒状の下側接続部と、を有する継手と、最下階スラブの下側に配置される横主管と接続される曲管状の脚部継手と、下端部が上記脚部継手と接続されるとともに、少なくとも一部が最下階スラブに埋設される、外形がストレート形状の接続縦管と、上記下側接続部を挿入可能な上側受口部と、上記接続縦管の上端部を挿入可能な下側受口部と、を有する接続継手と、を備え、上記接続縦管の上端部が挿入された上記下側受口部が上記最下階スラブに埋設されているとともに、最下階スラブの上面以上に突出した上記上側受口部に、上記下側接続部が挿入されていることを特徴とするものである。 The drainage pipe structure is arranged above the lowermost floor slab, and has an upper connection portion that can be connected to a standing pipe that allows drainage from each floor to flow down, and a lower portion that is formed below the upper connection portion. A joint having a cylindrical lower connecting portion extending to, a curved tubular leg joint connected to a horizontal main pipe arranged under the lowermost floor slab, and a lower end connecting to the above leg joint. while being at least partially embedded in the lowest floor slab, a connecting vertical pipe profile is a straight shape, and an upper receptacle portion can be inserted to the lower connecting portion, the upper end portion of the connecting vertical pipe The lower receiving portion is provided with an insertable lower receiving portion and a connecting joint having the upper end portion of the connecting vertical pipe inserted, and the lower receiving portion is embedded in the lowermost floor slab and is the most. It is characterized in that the lower connecting portion is inserted into the upper receiving portion protruding above the upper surface of the lower slab.

この構成によれば、継手の下側接続部と脚部継手とを、直接接続するのではなく、接続縦管を介して接続することから、最下階スラブのスラブ厚が薄い場合には短い接続縦管を用意し、最下階スラブのスラブ厚が厚い場合には長い接続縦管を用意することで、最下階スラブのスラブ厚に応じた排水配管構造を実現することができる。すなわち、この構成によれば、最下階スラブのスラブ厚が変わっても特殊品の継手を製造する必要がないので、製造コストの上昇を抑えつつ最下階スラブのスラブ厚に応じて配管の納まりを向上させることができる。さらに、上側受口部の少なくとも一部が最下階スラブの上面以上に突出した接続継手を介して、継手の下側接続部と接続縦管とを接続することから、最下階スラブ内での接続作業をなくすことができる。そうして、最下階スラブの上面以上に突出した上側受口部に、継手の下側接続部を挿入することから、下側接続部が上側受口部に確実に挿入されていることを確認しながら、継手と接続縦管との接続作業を行うことができる。これにより、施工管理が容易になることから、施工品質を向上させることができる。
さらに、本発明は、最下階スラブに設けられる排水配管構造であって、最下階スラブの上側に配置される横枝管と接続可能な枝管接続部と、当該枝管接続部よりも下側に形成された、下方に延びる円筒状の下側接続部と、を有する集合継手と、最下階スラブの下側に配置される横主管と接続される曲管状の脚部継手と、下端部が上記脚部継手と接続される、外形がストレート形状の接続縦管と、少なくとも一部が最下階スラブに埋設されて、上記集合継手の下側接続部を挿入可能な上側受口部と、上記接続縦管の上端部を挿入可能な下側受口部と、を有する接続継手と、を備え、上記接続継手の上側受口部の内径は、当該接続継手の下側受口部の内径よりも大きく、上記接続継手の上側受口部に、上記集合継手の下側接続部が挿入されていることを特徴とするものである。
According to this configuration, the lower connection portion of the joint and the leg joint are connected via a connecting vertical pipe instead of being directly connected, so that the slab thickness of the lowest floor slab is short when the slab thickness is thin. By preparing a connecting vertical pipe and preparing a long connecting vertical pipe when the slab thickness of the lowest floor slab is thick, it is possible to realize a drainage pipe structure according to the slab thickness of the lowest floor slab. That is, according to this configuration, it is not necessary to manufacture a special joint even if the slab thickness of the lowest floor slab changes, so that the pipe is connected according to the slab thickness of the lowest floor slab while suppressing an increase in manufacturing cost. The fit can be improved. Further, since at least a part of the upper receiving portion connects the lower connecting portion of the joint and the connecting vertical pipe via the connecting joint protruding above the upper surface of the lowermost floor slab, the lower connecting portion and the connecting vertical pipe are connected. Connection work can be eliminated. Then, since the lower connecting portion of the joint is inserted into the upper receiving portion protruding above the upper surface of the lowermost floor slab, the lower connecting portion is surely inserted into the upper receiving portion. While checking, the connection work between the joint and the connecting vertical pipe can be performed. As a result, construction management becomes easy, and construction quality can be improved.
Further, the present invention is a drainage pipe structure provided in the lowermost floor slab, and has a branch pipe connection portion that can be connected to a horizontal branch pipe arranged above the lowermost floor slab, and a branch pipe connection portion that is more than the branch pipe connection portion. An assembly joint having a downwardly extending cylindrical lower connection formed on the lower side, and a curved tubular leg joint connected to a horizontal main pipe arranged under the bottom floor slab. lower end Ru is connected to the leg joint, a connecting vertical pipe profile is straight shape, at least partially buried in the bottom floor slab, the upper can be inserted the lower connection portions of the aggregate joint socket A connection joint having a portion, a lower socket portion into which the upper end portion of the connection vertical pipe can be inserted, and a connection joint, and the inner diameter of the upper socket portion of the connection joint is the lower socket of the connection joint. It is larger than the inner diameter of the portion, and is characterized in that the lower connecting portion of the collective joint is inserted into the upper receiving portion of the connecting joint.

以上、説明したように本発明に係る排水配管構造によれば、コストの上昇を抑えつつ最下階スラブのスラブ厚に応じて配管の納まりを向上させるとともに、施工管理を容易にすることができる。 As described above, according to the drain pipe structure according to the present invention, as described, it improves the fit of the pipe in accordance with the slab thickness of bottom floor slab while suppressing an increase in cost, to facilitate the construction management it can.

本発明の実施形態1に係る排水配管構造を模式的に示す図である。It is a figure which shows typically the drainage pipe structure which concerns on Embodiment 1 of this invention. 排水配管構造を構成する部材を模式的に示す分解図である。It is an exploded view which shows typically the member which comprises the drainage pipe structure. 接続継手を介した、集合継手と接続縦管との接続構造を模式的に示す図であり、同図(a)は接続前の状態を示す図であり、同図(b)は接続後の状態を示す図である。It is a figure which shows typically the connection structure of a collective joint and a connection vertical pipe through a connection joint, FIG. (A) is a figure which shows the state before connection, and FIG. (B) is a figure after connection. It is a figure which shows the state. 脚部継手と接続縦管との接続形態を模式的に示す図である。It is a figure which shows typically the connection form of a leg joint and a connection vertical pipe. 排水配管構造の施工手順を模式的に説明する図である。It is a figure explaining the construction procedure of a drainage pipe structure schematically. 本発明の実施形態2に係る接続継手を介した、集合継手と接続縦管との接続構造を模式的に示す図であり、同図(a)は接続前の状態を示す図であり、同図(b)は接続後の状態を示す図である。It is a figure which shows typically the connection structure of the collective joint and the connection vertical pipe through the connection joint which concerns on Embodiment 2 of this invention, and the figure (a) is a figure which shows the state before connection, and is the same. FIG. (B) is a diagram showing a state after connection. その他の実施形態に係る排水配管構造を模式的に示す図である。It is a figure which shows typically the drainage pipe structure which concerns on other embodiment. 従来の排水配管構造を模式的に示す図である。It is a figure which shows typically the conventional drainage pipe structure.

以下、本発明を実施するための形態を図面に基づいて説明する。 Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.

(実施形態1)
−排水配管構造−
図1は、本実施形態に係る排水配管構造1を模式的に示す図であり、図2は、排水配管構造1を構成する部材を模式的に示す分解図である。この排水配管構造1は、複数階の集合住宅やホテルなどの建物の最下階スラブ20に設けられ、立管22内を流下する上階の排水や、最下階スラブ20の上側に配置された横枝管23内を流れる排水を集合させて、最下階スラブ20の下側に配置された横主管21に排出するためのものである。この排水配管構造1は、図2に示すように、集合継手2と、接続縦管3と、接続継手4と、脚部継手5と、を備えている。この排水配管構造1では、図1に示すように、集合継手2が接続継手4を介して接続縦管3と接続されているとともに、接続縦管3の下端部が脚部継手5を介して横主管21に接続されており、これにより、集合継手2に集合した排水を横主管21に排出することが可能となっている。
(Embodiment 1)
-Drainage piping structure-
FIG. 1 is a diagram schematically showing a drainage pipe structure 1 according to the present embodiment, and FIG. 2 is an exploded view schematically showing a member constituting the drainage pipe structure 1. This drainage pipe structure 1 is provided on the lowermost floor slab 20 of a building such as an apartment house or a hotel on a plurality of floors, and is arranged above the drainage on the upper floor flowing down in the standing pipe 22 or on the lowermost floor slab 20. This is for collecting the drainage flowing in the horizontal branch pipe 23 and discharging it to the horizontal main pipe 21 arranged below the lowermost floor slab 20. As shown in FIG. 2, the drainage pipe structure 1 includes a collective joint 2, a connecting vertical pipe 3, a connecting joint 4, and a leg joint 5. In the drainage pipe structure 1, as shown in FIG. 1, the collective joint 2 is connected to the connecting vertical pipe 3 via the connecting joint 4, and the lower end of the connecting vertical pipe 3 is connected to the connecting vertical pipe 3 via the leg joint 5. It is connected to the horizontal main pipe 21, which makes it possible to discharge the drainage collected in the collective joint 2 to the horizontal main pipe 21.

集合継手2は、例えばポリ塩化ビニルから形成されている。この集合継手2は、図2に示すように、当該集合継手2の本体をなす略円筒状の集合部6と、集合部6の上側に形成された円筒状の上側接続部7と、水平方向に90°の間隔を開けて集合部6から三方に延びる3つの円筒状の枝管接続部8と、当該枝管接続部8よりも下側に形成された、集合部6の下端から下方に延びる円筒状の下側接続部9と、を有している。この集合継手2では、上側接続部7には立管22が接続される一方、枝管接続部8には横枝管23が接続されていて、これら立管22や横枝管23からの排水が集合部6に集合し、下側接続部9から下方に排出されるようになっている。なお、横枝管23の本数が3本未満の場合には、使用しない枝管接続部8は蓋(図示せず)等によって塞がれる。 The collective joint 2 is made of, for example, polyvinyl chloride. As shown in FIG. 2, the collective joint 2 has a substantially cylindrical collective portion 6 forming the main body of the collective joint 2, a cylindrical upper connection portion 7 formed on the upper side of the collective portion 6, and a horizontal direction. Three cylindrical branch pipe connecting portions 8 extending from the gathering portion 6 in three directions with an interval of 90 °, and downward from the lower end of the gathering portion 6 formed below the branch pipe connecting portion 8. It has a cylindrical lower connecting portion 9 that extends. In the collective joint 2, the vertical pipe 22 is connected to the upper connecting portion 7, while the horizontal branch pipe 23 is connected to the branch pipe connecting portion 8, and the drainage from the vertical pipe 22 and the horizontal branch pipe 23 is connected. Are gathered in the collecting portion 6 and are discharged downward from the lower connecting portion 9. When the number of lateral branch pipes 23 is less than 3, the unused branch pipe connection portion 8 is closed by a lid (not shown) or the like.

接続縦管3は、少なくとも一部が最下階スラブ20に埋設されることで、最下階スラブ20を挟んで集合継手2と脚部継手5とを接続する、集合継手2とは別体で且つ外形がストレート形状の樹脂管である。この接続縦管3は、硬質ポリ塩化ビニルからなる内面層および外面層と、熱膨張性黒鉛を含む塩化ビニル系樹脂組成物からなる中間層と、を有する三層構造の熱膨張性パイプである。接続縦管3は、その内径が下側接続部9の内径と略等しい一方、その外径が下側接続部9の外径よりも若干小さく形成されている(図3(b)参照)。このように、接続縦管3の内径が下側接続部9の内径と略等しいことから、接続縦管3と集合継手2とを接続すると、接続縦管3の内周面と下側接続部9の内周面とが面一となるようになっている。 The connecting vertical pipe 3 is separate from the collective joint 2 that connects the collective joint 2 and the leg joint 5 with the lowermost floor slab 20 interposed therebetween by burying at least a part of the connecting vertical pipe 3 in the lowermost floor slab 20. Moreover, it is a resin tube having a straight outer shape. The connecting vertical pipe 3 is a heat-expandable pipe having a three-layer structure having an inner surface layer and an outer surface layer made of hard polyvinyl chloride and an intermediate layer made of a vinyl chloride resin composition containing heat-expandable graphite. .. The inner diameter of the connecting vertical pipe 3 is substantially equal to the inner diameter of the lower connecting portion 9, while the outer diameter thereof is formed to be slightly smaller than the outer diameter of the lower connecting portion 9 (see FIG. 3B). In this way, since the inner diameter of the connecting vertical pipe 3 is substantially equal to the inner diameter of the lower connecting portion 9, when the connecting vertical pipe 3 and the collective joint 2 are connected, the inner peripheral surface of the connecting vertical pipe 3 and the lower connecting portion are connected. The inner peripheral surface of 9 is flush with each other.

図3は、接続継手4を介した、集合継手2と接続縦管3との接続構造を模式的に示す図であり、同図(a)は接続前の状態を示す図であり、同図(b)は接続後の状態を示す図である。なお、図3(a)および(b)では、図の左半分のみ断面図で示している。また、図3(a)および(b)の二点鎖線は、最下階スラブ20の上面20aを示している。 FIG. 3 is a diagram schematically showing a connection structure between the collective joint 2 and the connection vertical pipe 3 via the connection joint 4, and FIG. 3A is a diagram showing a state before connection. (B) is a diagram showing a state after connection. In addition, in FIGS. 3A and 3B, only the left half of the figure is shown in the cross-sectional view. The alternate long and short dash line in FIGS. 3A and 3B shows the upper surface 20a of the lowermost floor slab 20.

接続継手4は、上述の如く、集合継手2と接続縦管3とを接続するためのものである。接続継手4は、例えばポリ塩化ビニルから形成されている。この接続継手4は、段差部4aを有する略円筒状に形成されていて、下側接続部9を挿入可能な上側受口部12と、接続縦管3の上端部を挿入可能な下側受口部13と、を有している。より詳しくは、接続継手4は、図3(a)に示すように、下側接続部9の外径よりも若干大きな内径を有する大径部12と、接続縦管3の外径よりも若干大きな内径を有する小径部13と、が段差部4aを介して上下に接続されたような形状に形成されているとともに、当該段差部4aから径方向内側に突出する断面略矩形状のストッパリブ15が全周に亘って設けられている。この円環状のストッパリブ15は、その内径が、接続縦管3の内径および下側接続部9の内径と略等しくなるように形成されている。そうして、図3(b)に示すように、下側接続部9をその下端がストッパリブ15の上面に当たるまで大径部12に挿入するとともに、接続縦管3をその上端がストッパリブ15の下面に当たるまで小径部13に挿入することで、接続縦管3の内周面とストッパリブ15の内周面と下側接続部9の内周面とが面一となった状態で、接続継手4を介して集合継手2と接続縦管3とが接続される。つまり、この接続継手4では、ストッパリブ15よりも上側の大径部12が上側受口部12を構成する一方、ストッパリブ15よりも下側の小径部13が下側受口部13を構成している。このように、接続縦管3の内周面とストッパリブ15の内周面と下側接続部9の内周面とが面一となることで、本実施形態の排水配管構造1では、排水に含まれる異物等が引っ掛ることなく、集合継手2に集合した排水をスムーズに流下させることができる。なお、下側接続部9と上側受口部12と、および、接続縦管3と下側受口部13とはそれぞれ接着剤を用いて接着接合されている。 As described above, the connecting joint 4 is for connecting the collective joint 2 and the connecting vertical pipe 3. The connecting joint 4 is made of, for example, polyvinyl chloride. The connection joint 4 is formed in a substantially cylindrical shape having a step portion 4a, and has an upper receiving portion 12 into which the lower connecting portion 9 can be inserted and a lower receiving portion into which the upper end portion of the connecting vertical pipe 3 can be inserted. It has a mouth portion 13. More specifically, as shown in FIG. 3A, the connecting joint 4 has a large diameter portion 12 having an inner diameter slightly larger than the outer diameter of the lower connecting portion 9, and a connecting joint 4 slightly larger than the outer diameter of the connecting vertical pipe 3. A small diameter portion 13 having a large inner diameter and a small diameter portion 13 are formed so as to be vertically connected via a step portion 4a, and a stopper rib 15 having a substantially rectangular cross section protruding inward in the radial direction from the step portion 4a is formed. It is provided all around. The annular stopper rib 15 is formed so that the inner diameter thereof is substantially equal to the inner diameter of the connecting vertical pipe 3 and the inner diameter of the lower connecting portion 9. Then, as shown in FIG. 3B, the lower connecting portion 9 is inserted into the large diameter portion 12 until the lower end of the lower connecting portion 9 hits the upper surface of the stopper rib 15, and the connecting vertical pipe 3 is inserted into the connecting vertical pipe 3 with the upper end thereof being the lower surface of the stopper rib 15. By inserting it into the small diameter portion 13 until it hits, the connecting joint 4 is inserted in a state where the inner peripheral surface of the connecting vertical pipe 3 and the inner peripheral surface of the stopper rib 15 and the inner peripheral surface of the lower connecting portion 9 are flush with each other. The collective joint 2 and the connecting vertical pipe 3 are connected via the connecting vertical pipe 3. That is, in this connection joint 4, the large diameter portion 12 above the stopper rib 15 constitutes the upper receiving portion 12, while the small diameter portion 13 below the stopper rib 15 constitutes the lower receiving portion 13. There is. In this way, the inner peripheral surface of the connecting vertical pipe 3, the inner peripheral surface of the stopper rib 15, and the inner peripheral surface of the lower connecting portion 9 are flush with each other, so that the drainage pipe structure 1 of the present embodiment is used for drainage. The drainage collected in the collective joint 2 can be smoothly flowed down without being caught by the contained foreign matter or the like. The lower connecting portion 9 and the upper receiving portion 12, and the connecting vertical pipe 3 and the lower receiving portion 13 are adhesively bonded to each other by using an adhesive.

さらに、本実施形態の排水配管構造1では、接続縦管3の上端部が挿入された下側受口部13を最下階スラブ20に埋設するとともに、少なくとも一部が最下階スラブ20の上面20a以上に突出した上側受口部12に、下側接続部9を挿入するようにしている。このような構成を採用するのは、以下に説明するような従来の排水配管構造の問題点を解決するためである。 Further, in the drainage pipe structure 1 of the present embodiment, the lower receiving portion 13 into which the upper end portion of the connecting vertical pipe 3 is inserted is embedded in the lowermost floor slab 20, and at least a part thereof is formed in the lowermost floor slab 20. The lower connecting portion 9 is inserted into the upper receiving portion 12 protruding above the upper surface 20a. The reason for adopting such a configuration is to solve the problems of the conventional drainage pipe structure as described below.

図8は、従来の排水配管構造101,111を模式的に示す図である。 FIG. 8 is a diagram schematically showing the conventional drainage pipe structures 101 and 111.

先ず、図8(a)に示すように、上部管用接続部107(上側接続部7に対応)および下部管用接続部103(接続縦管3に対応)が一体不可分に形成された集合継手102を用いた、従来の排水配管構造101について説明する。従来の排水配管構造101では、例えば最下階スラブ20の下面に近接して横主管21が配管される場合には、脚部継手105の上端が最下階スラブ20の下面ぎりぎりに位置するため、最下階スラブ20内(最下階スラブ20に形成された貫通孔20b内)で下部管用接続部103と脚部継手105とを接続しなければならないことがある(図8(a)の白抜き矢印参照)。しかしながら、最下階スラブ20の貫通孔20b内で接続作業を行うと、下部管用接続部103と脚部継手105とが確実に接続された否かを確認することが困難になり、漏水等の不具合に対する不安がつきまとうという問題がある。 First, as shown in FIG. 8A, the collective joint 102 in which the upper pipe connecting portion 107 (corresponding to the upper connecting portion 7) and the lower pipe connecting portion 103 (corresponding to the connecting vertical pipe 3) are integrally formed is formed. The conventional drainage pipe structure 101 used will be described. In the conventional drainage pipe structure 101, for example, when the horizontal main pipe 21 is piped close to the lower surface of the lowermost floor slab 20, the upper end of the leg joint 105 is located just below the lower surface of the lowermost floor slab 20. , It may be necessary to connect the lower pipe connecting portion 103 and the leg joint 105 in the lowermost floor slab 20 (inside the through hole 20b formed in the lowermost floor slab 20) (FIG. 8A). See white arrow). However, when the connection work is performed in the through hole 20b of the lowermost floor slab 20, it becomes difficult to confirm whether or not the lower pipe connection portion 103 and the leg joint 105 are securely connected, resulting in water leakage or the like. There is a problem of anxiety about defects.

そこで、最下階スラブ20の貫通孔20b内での接続作業を無くすべく、図8(b)に示すよう、集合継手112と接続縦管113とを別体とし、接続縦管113を最下階スラブ20の上面20aよりも上方に延ばすことで、集合継手112と接続縦管113との接続を最下階スラブ20よりも上側で行うような排水配管構造111が考えられる。しかしながら、かかる排水配管構造111では、集合継手112の設置位置が必要以上に高くなることから、横枝管23の管底が上がるため、最下階スラブ20上の排水系統の納まりをコンパクト化することが困難となるという問題がある。 Therefore, in order to eliminate the connection work in the through hole 20b of the lowermost floor slab 20, as shown in FIG. 8B, the collective joint 112 and the connecting vertical pipe 113 are separated, and the connecting vertical pipe 113 is at the bottom. A drainage pipe structure 111 is conceivable in which the collective joint 112 and the connecting vertical pipe 113 are connected to each other above the lowermost floor slab 20 by extending above the upper surface 20a of the floor slab 20. However, in the drainage pipe structure 111, since the installation position of the collective joint 112 is higher than necessary, the bottom of the horizontal branch pipe 23 is raised, so that the drainage system on the lowermost floor slab 20 is made compact. There is a problem that it becomes difficult.

この点、本実施形態では、図1および図3に示すように、上側受口部12の上端部が最下階スラブ20の上面20aよりも上方に突出するように、接続縦管3の上端部が挿入された接続継手4を最下階スラブ20の貫通孔20bに設置し、かかる状態で下側接続部9を上側受口部12に挿入することから、下側接続部9と接続縦管3との接続を最下階スラブ20よりも上側で行うことができる。これにより、下側接続部9が上側受口部12に確実に挿入されていることを確認しながら、接続継手4を介して集合継手2と接続縦管3とを接続することができる。したがって、施工管理が容易になるので、施工品質を向上させることができる。 In this respect, in the present embodiment, as shown in FIGS. 1 and 3, the upper end of the connecting vertical pipe 3 is formed so that the upper end portion of the upper receiving portion 12 projects upward from the upper surface 20a of the lowermost floor slab 20. Since the connecting joint 4 into which the portion is inserted is installed in the through hole 20b of the lowermost floor slab 20 and the lower connecting portion 9 is inserted into the upper receiving portion 12 in this state, the connection is vertically connected to the lower connecting portion 9. The connection with the pipe 3 can be made above the lowest floor slab 20. As a result, the collective joint 2 and the connecting vertical pipe 3 can be connected via the connecting joint 4 while confirming that the lower connecting portion 9 is securely inserted into the upper receiving portion 12. Therefore, construction management becomes easy, and construction quality can be improved.

しかも、本実施形態の排水配管構造1では、接続縦管3を最下階スラブ20の上面20aよりも上方に延ばす訳ではなく、集合継手2の下側接続部9を覆う上側受口部12の一部を最下階スラブ20の上面20a以上に突出させるだけなので、集合継手2の設置位置が高くならない。これにより、横枝管23の管底が上がらないことから、最下階スラブ20上の排水系統の納まりをコンパクト化することができる。 Moreover, in the drainage pipe structure 1 of the present embodiment, the connecting vertical pipe 3 is not extended above the upper surface 20a of the lowermost floor slab 20, but the upper receiving portion 12 covering the lower connecting portion 9 of the collective joint 2 is covered. Since only a part of the slab 20 is projected above the upper surface 20a of the lowermost floor slab 20, the installation position of the collective joint 2 is not raised. As a result, since the bottom of the horizontal branch pipe 23 does not rise, it is possible to make the fit of the drainage system on the lowermost floor slab 20 compact.

なお、本実施形態では、上側受口部12の上端部が最下階スラブ20の上面20aよりも上方に突出するようにしているが、上側受口部12は少なくとも一部が最下階スラブ20の上面20a以上に突出していればよいので、例えば、上側受口部12の上端と最下階スラブ20の上面20aとが面一になるようにしてもよい。このようにすれば、集合継手2の設置位置および横枝管23の管底を更に下げることができるので、最下階スラブ20上の排水系統の納まりをより一層コンパクト化することができる。 In the present embodiment, the upper end portion of the upper receiving portion 12 projects upward from the upper surface 20a of the lowermost floor slab 20, but at least a part of the upper receiving portion 12 is the lowermost floor slab. As long as it protrudes above the upper surface 20a of 20, for example, the upper end of the upper receiving portion 12 and the upper surface 20a of the lowermost floor slab 20 may be flush with each other. By doing so, the installation position of the collective joint 2 and the pipe bottom of the lateral branch pipe 23 can be further lowered, so that the fit of the drainage system on the lowermost floor slab 20 can be further made more compact.

脚部継手5は、曲管状(エルボ状)の継手であり、最下階スラブ20の下側に配置された横主管21と接続縦管3の下端部とを接続している。脚部継手5の材質は特に限定されず、例えば、樹脂製でもよいし、鋳鉄製でもよい。なお、本実施形態では、樹脂製の脚部継手5と接続縦管3の下端部とを接着剤を用いて接着接合しているが、これに限らず、例えば、図4(a)に示すように、環状の止水ゴム(図示せず)を用いてゴム輪接合してもよいし、図4(b)に示すように、フランジ接続してもよい。また、横主管21を最下階スラブ20の下面に近接して配管することが可能な場合には、排水配管構造1をより一層コンパクトにするべく、図4(c)に示すように、脚部継手5と接続縦管3との接着接合部を最下階スラブ20に完全に埋設するようにしてもよい。 The leg joint 5 is a curved tubular (elbow-shaped) joint, and connects the horizontal main pipe 21 arranged under the lowermost floor slab 20 and the lower end of the connecting vertical pipe 3. The material of the leg joint 5 is not particularly limited, and may be made of resin or cast iron, for example. In the present embodiment, the resin leg joint 5 and the lower end of the connecting vertical pipe 3 are adhesively joined by using an adhesive, but the present invention is not limited to this, and is shown in FIG. 4A, for example. As described above, a rubber ring may be joined using an annular waterproof rubber (not shown), or a flange may be connected as shown in FIG. 4 (b). Further, when the horizontal main pipe 21 can be piped close to the lower surface of the lowermost floor slab 20, the legs are shown in FIG. 4 (c) in order to make the drainage pipe structure 1 even more compact. The adhesive joint between the joint 5 and the connecting vertical pipe 3 may be completely embedded in the lowermost slab 20.

以上のように構成された排水配管構造1は、図1に示すように、接続継手4、接続縦管3および脚部継手5と、貫通孔20bを区画する孔壁との間にモルタル10を打設することで最下階スラブ20に設置される。そうして、立管22を上側接続部7に接続するとともに、横枝管23を枝管接続部8に接続することで、上階の排水や最下階住戸の排水を集合させて横主管21に排出可能な状態が形成される。 In the drainage pipe structure 1 configured as described above, as shown in FIG. 1, a mortar 10 is provided between the connecting joint 4, the connecting vertical pipe 3, and the leg joint 5 and the hole wall for partitioning the through hole 20b. By placing it, it will be installed on the lowest floor slab 20. Then, by connecting the vertical pipe 22 to the upper connecting portion 7 and connecting the horizontal branch pipe 23 to the branch pipe connecting portion 8, the drainage of the upper floor and the drainage of the lowermost dwelling unit are collected and the horizontal main pipe is collected. A dischargeable state is formed in 21.

このように、排水配管構造1は、枝管接続部8の下側に形成された下側接続部9が最下階スラブ20に埋設された接続継手4に嵌った状態で設置されることから、枝管接続部8と接続される横枝管23の管底が下がるので、最下階スラブ20上の排水系統の納まりをコンパクト化することができる。 As described above, the drainage pipe structure 1 is installed in a state where the lower connecting portion 9 formed on the lower side of the branch pipe connecting portion 8 is fitted in the connecting joint 4 embedded in the lowermost floor slab 20. Since the bottom of the horizontal branch pipe 23 connected to the branch pipe connecting portion 8 is lowered, the fit of the drainage system on the lowermost floor slab 20 can be made compact.

また、本実施形態の排水配管構造1では、接続縦管3が熱膨張性黒鉛を含む塩化ビニル系樹脂組成物からなる中間層を有しているので、例えば最下階スラブ20の下側から火災が発生しても、接続縦管3が大きく膨張して、最下階スラブ20に形成された貫通孔20b内で耐火層を形成することから、最下階スラブ20の上側への熱の流入を抑制することができる。 Further, in the drainage pipe structure 1 of the present embodiment, since the connecting vertical pipe 3 has an intermediate layer made of a vinyl chloride resin composition containing heat-expandable graphite, for example, from the lower side of the lowermost floor slab 20. Even if a fire breaks out, the connecting vertical pipe 3 expands greatly and forms a refractory layer in the through hole 20b formed in the lowermost floor slab 20, so that the heat to the upper side of the lowermost floor slab 20 is generated. The inflow can be suppressed.

さらに、接続縦管3と集合継手2とが別体であることから、最下階スラブ20のスラブ厚が厚い場合には長い接続縦管3を用意し、最下階スラブ20のスラブ厚が薄い場合には樹脂製の接続縦管3を切断することで、最下階スラブ20のスラブ厚に応じた排水配管構造1を実現することができる。すなわち、本実施形態の排水配管構造1によれば、最下階スラブ20のスラブ厚が変わっても特殊品の集合継手を製造する必要がないので、コストの上昇を抑えつつ最下階スラブ20のスラブ厚に応じて配管の納まりを向上させることができる。 Further, since the connecting vertical pipe 3 and the collective joint 2 are separate bodies, if the slab thickness of the lowest floor slab 20 is thick, a long connecting vertical pipe 3 is prepared, and the slab thickness of the lowest floor slab 20 is increased. When it is thin, the drainage pipe structure 1 corresponding to the slab thickness of the lowest floor slab 20 can be realized by cutting the resin connecting vertical pipe 3. That is, according to the drainage pipe structure 1 of the present embodiment, even if the slab thickness of the lowest floor slab 20 changes, it is not necessary to manufacture a special collective joint, so that the lowest floor slab 20 can be suppressed while suppressing an increase in cost. The fit of the pipe can be improved according to the thickness of the slab.

−排水配管構造の施工方法−
次に、本実施形態の排水配管構造1の施工方法について、図5を参照しながら説明する。なお、図5(a)および(b)の破線は、接続縦管3の切断ラインを示す。
-Construction method of drainage piping structure-
Next, the construction method of the drainage pipe structure 1 of the present embodiment will be described with reference to FIG. The broken lines in FIGS. 5A and 5B indicate the cutting line of the connecting vertical pipe 3.

排水配管構造1の施工に先立ち、集合継手2、接続縦管3、接続継手4および脚部継手5等を施工現場に搬入するが、このとき、接続縦管3と脚部継手5とは、工場において接着接合して一体として搬入してもよいし、別体として搬入してもよい。 Prior to the construction of the drainage pipe structure 1, the collective joint 2, the connecting vertical pipe 3, the connecting joint 4, the leg joint 5, etc. are brought into the construction site. At this time, the connecting vertical pipe 3 and the leg joint 5 are It may be adhesively joined at the factory and carried in as a unit, or may be carried in as a separate body.

そうして、先ず、接続縦管3を、最下階スラブ20のスラブ厚、および、脚部継手5の横主管21に対する接続位置(設置高さ)に応じて最適な長さに切断する(切断工程)。なお、「最適な長さ」とは、接続縦管3の下端部と脚部継手5とを接続するとともに接続縦管3の上端部を下側受口部13に挿入した状態で、脚部継手5を正規の設置高さに配置した場合に、上側受口部12の上端部が最下階スラブ20の上面20a以上に突出し、且つ、上側受口部12に挿入された集合継手2の枝管接続部8の位置が高くなり過ぎないような、接続縦管3の長さをいう。 Then, first, the connecting vertical pipe 3 is cut to an optimum length according to the slab thickness of the lowest floor slab 20 and the connection position (installation height) of the leg joint 5 with respect to the horizontal main pipe 21 (installation height). Cutting process). The "optimal length" means the leg portion in a state where the lower end portion of the connecting vertical pipe 3 and the leg joint 5 are connected and the upper end portion of the connecting vertical pipe 3 is inserted into the lower receiving portion 13. When the joint 5 is arranged at the regular installation height, the upper end portion of the upper receiving portion 12 protrudes above the upper surface 20a of the lowermost floor slab 20, and the collective joint 2 is inserted into the upper receiving portion 12. The length of the connecting vertical pipe 3 so that the position of the branch pipe connecting portion 8 does not become too high.

ここで、接続縦管3と脚部継手5とが一体として搬入された場合には、図5(a)に示すように、脚部継手5と接続されたままの状態で、接続縦管3を最適な長さに切断する。一方、接続縦管3と脚部継手5とが別体として搬入された場合には、図5(b)に示すように、接続縦管3を最適な長さに切断した後、図5(b)の白抜き矢印で示すように、接続縦管3を脚部継手5と接着接合する(接続工程)。 Here, when the connecting vertical pipe 3 and the leg joint 5 are carried in as one unit, as shown in FIG. 5A, the connecting vertical pipe 3 remains connected to the leg joint 5. To the optimum length. On the other hand, when the connecting vertical pipe 3 and the leg joint 5 are carried in as separate bodies, as shown in FIG. 5B, after cutting the connecting vertical pipe 3 to the optimum length, FIG. 5 ( As shown by the white arrow in b), the connecting vertical pipe 3 is adhesively joined to the leg joint 5 (connection step).

次いで、図5(c)の白抜き矢印で示すように、接続縦管3の上端部を下側受口部13に挿入し、両者を接着接合する(第1挿入工程)。なお、本実施形態では、外形がストレート形状の接続縦管3を用いているので、換言すると、どの位置で切断しても接続縦管3の断面形状が変わらないので、切断後も切断前と同じ態様で接続縦管3の上端部を下側受口部13に挿入することができる。 Next, as shown by the white arrows in FIG. 5C, the upper end portion of the connecting vertical pipe 3 is inserted into the lower receiving portion 13, and both are adhesively joined (first insertion step). In this embodiment, since the connecting vertical pipe 3 having a straight outer shape is used, in other words, the cross-sectional shape of the connecting vertical pipe 3 does not change regardless of the position where the connecting vertical pipe 3 is cut. In the same manner, the upper end portion of the connecting vertical pipe 3 can be inserted into the lower receiving portion 13.

次いで、図5(d)に示すように、接続継手4および接続縦管3を最下階スラブ20の下側から貫通孔20bに挿入し、上側受口部12の上端部が最下階スラブ20の上面20aよりも上方に突出した状態で、脚部継手5と横主管21とを接続する(設置工程)。換言すると、接続縦管3の長さは、接続継手4および接続縦管3を、最下階スラブ20の下側から貫通孔20bに挿入し、脚部継手5を横主管21と接続すると、上側受口部12の上端部が最下階スラブ20の上面20aよりも上方に突出するような長さに設定されている。脚部継手5と横主管21との接続が完了すると、集合継手2の下側接続部9を、図5(d)の矢印で示すように、最下階スラブ20上から上側受口部12に挿入し、下側接続部9と上側受口部12とを接着接合する(第2挿入工程)。 Next, as shown in FIG. 5D, the connection joint 4 and the connection vertical pipe 3 are inserted into the through hole 20b from the lower side of the lowermost floor slab 20, and the upper end portion of the upper receiving portion 12 is the lowermost floor slab. The leg joint 5 and the horizontal main pipe 21 are connected in a state of protruding upward from the upper surface 20a of 20 (installation step). In other words, the length of the connecting vertical pipe 3 is such that when the connecting joint 4 and the connecting vertical pipe 3 are inserted into the through hole 20b from the lower side of the lowermost floor slab 20, and the leg joint 5 is connected to the horizontal main pipe 21. The length is set so that the upper end portion of the upper receiving portion 12 projects upward from the upper surface 20a of the lowermost floor slab 20. When the connection between the leg joint 5 and the horizontal main pipe 21 is completed, the lower connecting portion 9 of the collective joint 2 is connected to the lower connecting portion 9 from the lowermost floor slab 20 to the upper receiving portion 12 as shown by the arrow in FIG. 5 (d). The lower connecting portion 9 and the upper receiving portion 12 are adhesively joined to each other (second insertion step).

そうして、集合継手2、接続縦管3、接続継手4および脚部継手5の設置が完了すると、接続継手4、接続縦管3および脚部継手5と、貫通孔20bを区画する孔壁との間にモルタル10を打設して、最下階スラブ20を埋め戻す。 Then, when the installation of the collective joint 2, the connecting vertical pipe 3, the connecting joint 4 and the leg joint 5 is completed, the hole wall for partitioning the connecting joint 4, the connecting vertical pipe 3 and the leg joint 5, and the through hole 20b. A mortar 10 is placed between the mortar and the bottom floor slab 20 is backfilled.

以上のように、本実施形態の排水配管構造1の施工方法によれば、施工現場において、最下階スラブ20のスラブ厚に応じて接続縦管3を切断するという簡単な作業で、配管の納まりを向上させることができる。また、接続継手4およびこれに挿入された接続縦管3を、最下階スラブ20の下側から貫通孔20bに挿入するとともに、集合継手2の下側接続部9を、最下階スラブ20上から上側受口部12に挿入することから、最下階スラブ20内における接続作業がなくなるので、施工管理が容易になる。 As described above, according to the construction method of the drainage pipe structure 1 of the present embodiment, at the construction site, the connecting vertical pipe 3 is cut according to the slab thickness of the lowest floor slab 20, and the pipe is connected. The fit can be improved. Further, the connecting joint 4 and the connecting vertical pipe 3 inserted therein are inserted into the through hole 20b from the lower side of the lowermost floor slab 20, and the lower connecting portion 9 of the collective joint 2 is inserted into the lowermost floor slab 20. Since it is inserted into the upper receiving portion 12 from above, the connection work in the lowermost floor slab 20 is eliminated, so that the construction management becomes easier.

(実施形態2)
本実施形態は、集合継手2の下側接続部9と接続継手14とを接着接合ではなくゴム輪接合にて接続している点が、上記実施形態1とは異なるものである。以下、実施形態1と異なる点について説明する。
(Embodiment 2)
The present embodiment is different from the first embodiment in that the lower connecting portion 9 of the collective joint 2 and the connecting joint 14 are connected by a rubber ring joint instead of an adhesive joint. Hereinafter, the differences from the first embodiment will be described.

図6は、本実施形態に係る接続継手14を介した、集合継手2と接続縦管3との接続構造を模式的に示す図であり、同図(a)は接続前の状態を示す図であり、同図(b)は接続後の状態を示す図である。本実施形態の排水配管構造1で用いられる接続継手14は、上記接続継手4と同様、段差部14aを有する略円筒状に形成されていて、下側接続部9を挿入可能な上側受口部16と、接続縦管3の上端部を挿入可能な下側受口部17と、円環状ストッパリブ18と、を有している。そうして、下側受口部17およびストッパリブ18は、接続継手4の下側受口部13およびストッパリブ15とそれぞれ同じ形状寸法で形成されている。なお、接続継手14は、上記接続継手4と同様、例えばポリ塩化ビニルから形成されている。 FIG. 6 is a diagram schematically showing a connection structure between the collective joint 2 and the connection vertical pipe 3 via the connection joint 14 according to the present embodiment, and FIG. 6A is a diagram showing a state before connection. The figure (b) is a diagram showing a state after connection. Like the connection joint 4, the connection joint 14 used in the drainage pipe structure 1 of the present embodiment is formed in a substantially cylindrical shape having a stepped portion 14a, and an upper receiving portion into which the lower connection portion 9 can be inserted. It has a lower receiving portion 17 into which the upper end portion of the connecting vertical pipe 3 can be inserted, and an annular stopper rib 18. As a result, the lower receiving portion 17 and the stopper rib 18 are formed to have the same shape and dimensions as the lower receiving portion 13 and the stopper rib 15 of the connecting joint 4. The connecting joint 14 is made of, for example, polyvinyl chloride, like the connecting joint 4.

もっとも、この接続継手14の上側受口部16は、接続継手4の上側受口部12よりも内径が大きく形成されている。そして、この接続継手14では、図6(a)に示すように、上側受口部16の内周面に円筒状の止水ゴム19が取り付けられている。この止水ゴム19の上端部には、斜め下方に延びるリップ部19aが形成されている。下側接続部9が上側受口部16に挿入されると、図6(b)に示すように、止水ゴム19が下側接続部9の外周面に密着することで、集合継手2と接続継手14とが水密性をもって接続されるようになっている。 However, the upper receiving portion 16 of the connecting joint 14 is formed to have a larger inner diameter than the upper receiving portion 12 of the connecting joint 4. Then, in the connection joint 14, as shown in FIG. 6A, a cylindrical water blocking rubber 19 is attached to the inner peripheral surface of the upper receiving portion 16. A lip portion 19a extending diagonally downward is formed at the upper end portion of the waterproof rubber 19. When the lower connecting portion 9 is inserted into the upper receiving portion 16, as shown in FIG. 6B, the waterproof rubber 19 comes into close contact with the outer peripheral surface of the lower connecting portion 9, so that the lower connecting portion 9 and the collective joint 2 are brought into close contact with each other. The connection joint 14 is connected with watertightness.

ところで、上記実施形態1のように、下側接続部9と上側受口部12とを接着接合する場合には、上述の如く、上側受口部12の上端と最下階スラブ20の上面20aとが面一になるようにすれば、最下階スラブ20上の排水系統の納まりをより一層コンパクト化することができるが、本実施形態では、これとは異なり、上側受口部16の上端部が最下階スラブ20の上面20aよりも上方に突出していることが好ましい。これは、接続継手4と貫通孔20bを区画する孔壁との間にモルタル10を打設した際に、下側接続部9と上側受口部16との接続部がモルタル10によって埋設されないようにするためである。 By the way, when the lower connecting portion 9 and the upper receiving portion 12 are adhesively joined as in the first embodiment, as described above, the upper end of the upper receiving portion 12 and the upper surface 20a of the lowermost floor slab 20 are bonded. If the two are flush with each other, the fit of the drainage system on the lowermost floor slab 20 can be further made more compact, but in the present embodiment, unlike this, the upper end of the upper receiving portion 16 is formed. It is preferable that the portion protrudes upward from the upper surface 20a of the lowermost floor slab 20. This is so that when the mortar 10 is placed between the connecting joint 4 and the hole wall that partitions the through hole 20b, the connecting portion between the lower connecting portion 9 and the upper receiving portion 16 is not buried by the mortar 10. To make it.

より詳しくは、下側接続部9と接続継手14とを接着接合ではなくゴム輪接合している場合には、下側接続部9と上側受口部16との接続部がモルタル10によって埋設されなければ、集合継手2と接続継手14との水密性を維持したまま、接続継手14に対して集合継手2を相対回転させることが可能となる。したがって、モルタル10を打設することによって接続継手14の一部が最下階スラブ20に埋設された後でも、横枝管23の方向に合わせて枝管接続部8の方向を調整したり、経年後の改修時における横枝管23の配置の自由度を高めたりすることが可能となる。 More specifically, when the lower connecting portion 9 and the connecting joint 14 are joined by rubber rings instead of being adhesively joined, the connecting portion between the lower connecting portion 9 and the upper receiving portion 16 is embedded by the mortar 10. Otherwise, it is possible to rotate the collective joint 2 relative to the connecting joint 14 while maintaining the watertightness between the collective joint 2 and the connecting joint 14. Therefore, even after a part of the connecting joint 14 is embedded in the lowermost floor slab 20 by driving the mortar 10, the direction of the branch pipe connecting portion 8 can be adjusted according to the direction of the lateral branch pipe 23. It is possible to increase the degree of freedom in arranging the lateral branch pipe 23 at the time of repair after aging.

(その他の実施形態)
本発明は、実施形態に限定されず、その精神又は主要な特徴から逸脱することなく他の色々な形で実施することができる。
(Other embodiments)
The present invention is not limited to embodiments and can be practiced in various other forms without departing from its spirit or key features.

上記各実施形態では、接続縦管3を熱膨張性パイプとしたが、これに限らず、例えば接続縦管3を塩化ビニルから形成するとともに、図7に示すように、接続縦管3および接続継手4に熱膨張性シート24(例えば積水化学工業株式会社製フィブロック(登録商標))を巻き付けるようにしてもよい。 In each of the above embodiments, the connecting vertical pipe 3 is a heat-expandable pipe, but the present invention is not limited to this. For example, the connecting vertical pipe 3 is formed of vinyl chloride, and as shown in FIG. 7, the connecting vertical pipe 3 and the connection are connected. A heat-expandable sheet 24 (for example, Fiblock (registered trademark) manufactured by Sekisui Chemical Industry Co., Ltd.) may be wound around the joint 4.

このようにすれば、火災時等に、接続縦管3および接続継手4に巻かれた熱膨張性シート24が膨張して、樹脂材料からなる接続縦管3および接続継手4を押し潰しながら最下階スラブ20に形成された貫通孔20b内で耐火層を形成することから、最下階スラブ20の上下の空間における熱の出入りを抑制することができる。 In this way, in the event of a fire or the like, the heat-expandable sheet 24 wound around the connecting vertical pipe 3 and the connecting joint 4 expands, and the connecting vertical pipe 3 and the connecting joint 4 made of a resin material are crushed and maximized. Since the fireproof layer is formed in the through hole 20b formed in the lower floor slab 20, it is possible to suppress the inflow and outflow of heat in the spaces above and below the lowermost floor slab 20.

また、上記各実施形態では、3つの枝管接続部8を有する集合継手2を用いたが、これに限らず、例えば、4つの枝管接続部8を有する集合継手2や2以下の枝管接続部8を有する集合継手2を用いてもよい。 Further, in each of the above embodiments, the collective joint 2 having three branch pipe connecting portions 8 is used, but the present invention is not limited to this, for example, the collective joint 2 having four branch pipe connecting portions 8 and the branch pipes of 2 or less. The collective joint 2 having the connecting portion 8 may be used.

さらに、上記各実施形態では、下側接続部9の内周面とストッパリブ15,18の内周面と接続縦管3の内周面とが面一となるように、接続継手4,14を介して集合継手2と接続縦管3とを接続したが、下方に行くほど内径が広がるようにするのであれば、これに限らず、集合継手2と接続縦管3との接続部に段差が生じてもよい。 Further, in each of the above embodiments, the connecting joints 4 and 14 are provided so that the inner peripheral surface of the lower connecting portion 9 and the inner peripheral surfaces of the stopper ribs 15 and 18 and the inner peripheral surface of the connecting vertical pipe 3 are flush with each other. The collective joint 2 and the connecting vertical pipe 3 are connected via the joint, but if the inner diameter is widened toward the lower side, the difference is not limited to this, and there is a step at the connecting portion between the collective joint 2 and the connecting vertical pipe 3. It may occur.

このように、上述の実施形態はあらゆる点で単なる例示に過ぎず、限定的に解釈してはならない。さらに、特許請求の範囲の均等範囲に属する変形や変更は、全て本発明の範囲内のものである。 Thus, the above embodiments are merely exemplary in all respects and should not be construed in a limited way. Furthermore, all modifications and modifications that fall within the equivalent scope of the claims are within the scope of the present invention.

本発明によると、コストの上昇を抑えつつ最下階スラブのスラブ厚に応じて配管の納まりを向上させるとともに、施工管理を容易にすることができるので、建物の最下階に設けられる排水配管構造に適用して極めて有益である。 According to the present invention, it is possible to improve the fit of the pipe according to the slab thickness of the bottom floor slab while suppressing the increase in cost, and to facilitate the construction management. Therefore, the drainage pipe provided on the bottom floor of the building. it is extremely beneficial when applied to structures.

1 排水配管構造
2 集合継手
3 接続縦管
4 接続継手
5 脚部継手
8 枝管接続部
9 下側接続部
12 上側受口部
13 下側受口部
14 接続継手
16 上側受口部
17 下側受口部
20 最下階スラブ
20a 上面
20b 貫通孔
21 横主管
23 横枝管
24 熱膨張性シート
1 Drainage piping structure 2 Collective joint 3 Connecting vertical pipe 4 Connecting joint 5 Leg joint 8 Branch pipe connecting part 9 Lower connecting part 12 Upper receiving part 13 Lower receiving part 14 Connecting joint 16 Upper receiving part 17 Lower side Receptacle 20 Bottom floor slab 20a Top surface 20b Through hole 21 Horizontal main pipe 23 Horizontal branch pipe 24 Thermal expansion sheet

Claims (5)

最下階スラブに設けられる排水配管構造であって、
少なくとも一部が最下階スラブに埋設され、外形が円筒形状の樹脂製の接続縦管と、
最下階スラブの下側に配置され、上記接続縦管の下端と接続される曲管状の樹脂製の脚部継手と、
を備え、
上記接続縦管の上端部は、切断可能、且つ、下側受口部を有する接続継手における当該下側受口部に接続可能とされており、
上記接続縦管と上記脚部継手とは予め接着接合された接着接合部で一体とされており、
上記接続縦管と上記脚部継手との上記接着接合部が最下階スラブ内に埋設されることを特徴とする排水配管構造。
It is a drainage pipe structure provided on the bottom floor slab.
At least part of it is buried in the bottom floor slab, and a resin connecting vertical pipe with a cylindrical outer shape,
A curved tubular resin leg joint located below the bottom floor slab and connected to the lower end of the connecting vertical pipe,
With
The upper end of the connecting vertical pipe is cutable and can be connected to the lower receiving portion of the connecting joint having the lower receiving portion.
The connecting vertical pipe and the leg joint are integrated by an adhesive joint that has been adhesively joined in advance.
A drainage pipe structure characterized in that the adhesive joint between the connecting vertical pipe and the leg joint is embedded in the lowermost floor slab.
請求項1に記載の排水配管構造において、
上記接続縦管は、内面層および外面層と、熱膨張性黒鉛を含む樹脂組成物からなる中間層と、を有する三層構造の熱膨張性パイプであることを特徴とする排水配管構造。
In the drainage pipe structure according to claim 1,
The connecting vertical pipe is a drainage pipe structure having a three-layer structure having an inner surface layer and an outer surface layer and an intermediate layer made of a resin composition containing heat-expandable graphite.
請求項1に記載の排水配管構造において、
上記接続縦管の最下階スラブに埋設される部位に熱膨張性シートが巻かれていることを特徴とする排水配管構造。
In the drainage pipe structure according to claim 1,
A drainage pipe structure characterized in that a heat-expandable sheet is wrapped around a portion of the connecting vertical pipe to be buried in the lowermost floor slab.
最下階スラブに設けられる排水配管構造であって、
最下階スラブの上側に配置され、各階からの排水を流下させる立管と接続可能な上側接続部と、当該上側接続部よりも下側に形成された、下方に延びる円筒状の下側接続部と、を有する継手と、
最下階スラブの下側に配置される横主管と接続される曲管状の脚部継手と、
下端部が上記脚部継手と接続されるとともに、少なくとも一部が最下階スラブに埋設される、外形がストレート形状の接続縦管と、
上記下側接続部を挿入可能な上側受口部と、上記接続縦管の上端部を挿入可能な下側受口部と、を有する接続継手と、を備え、
上記接続縦管の上端部が挿入された上記下側受口部が上記最下階スラブに埋設されているとともに、最下階スラブの上面以上に突出した上記上側受口部に、上記下側接続部が挿入されていることを特徴とする排水配管構造。
It is a drainage pipe structure provided on the bottom floor slab.
An upper connection that is located above the bottom floor slab and can be connected to a vertical pipe that allows drainage from each floor to flow down, and a cylindrical lower connection that extends downward and is formed below the upper connection. A joint with a part,
A curved tubular leg joint that connects to the horizontal main pipe located under the bottom floor slab,
The lower end portion is connected to the leg joint, and at least a part of which is embedded in the bottom floor slab, connecting the vertical pipe profile is straight shape,
A connection joint having an upper receiving portion into which the lower connecting portion can be inserted and a lower receiving portion into which the upper end portion of the connecting vertical pipe can be inserted is provided.
The lower receiving portion into which the upper end of the connecting vertical pipe is inserted is embedded in the lowermost floor slab, and the lower receiving portion protrudes above the upper surface of the lowermost floor slab. A drainage pipe structure characterized by an inserted connection.
最下階スラブに設けられる排水配管構造であって、
最下階スラブの上側に配置される横枝管と接続可能な枝管接続部と、当該枝管接続部よりも下側に形成された、下方に延びる円筒状の下側接続部と、を有する集合継手と、
最下階スラブの下側に配置される横主管と接続される曲管状の脚部継手と、
下端部が上記脚部継手と接続される、外形がストレート形状の接続縦管と、
少なくとも一部が最下階スラブに埋設されて、上記集合継手の下側接続部を挿入可能な上側受口部と、上記接続縦管の上端部を挿入可能な下側受口部と、を有する接続継手と、を備え、
上記接続継手の上側受口部の内径は、当該接続継手の下側受口部の内径よりも大きく、
上記接続継手の上側受口部に、上記集合継手の下側接続部が挿入されていることを特徴とする排水配管構造。
It is a drainage pipe structure provided on the bottom floor slab.
A branch pipe connection portion that can be connected to a lateral branch pipe arranged on the upper side of the lowermost floor slab, and a cylindrical lower connection portion that extends downward and is formed below the branch pipe connection portion. With the collective joint to have
A curved tubular leg joint that connects to the horizontal main pipe located under the bottom floor slab,
Lower end Ru is connected to the leg joint, a connecting vertical pipe profile is straight shape,
At least a part of the upper receiving portion is embedded in the lowermost floor slab and the lower connecting portion of the collective joint can be inserted, and the lower receiving portion into which the upper end of the connecting vertical pipe can be inserted. With connecting joints,
The inner diameter of the upper receiving portion of the connecting joint is larger than the inner diameter of the lower receiving portion of the connecting joint.
A drainage pipe structure characterized in that a lower connecting portion of the collective joint is inserted into an upper receiving portion of the connecting joint.
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