JP4852168B2 - Building drainage piping structure - Google Patents
Building drainage piping structure Download PDFInfo
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- JP4852168B2 JP4852168B2 JP2010219983A JP2010219983A JP4852168B2 JP 4852168 B2 JP4852168 B2 JP 4852168B2 JP 2010219983 A JP2010219983 A JP 2010219983A JP 2010219983 A JP2010219983 A JP 2010219983A JP 4852168 B2 JP4852168 B2 JP 4852168B2
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- drainage
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000005520 cutting process Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 241000277269 Oncorhynchus masou Species 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
Landscapes
- Sink And Installation For Waste Water (AREA)
- Sewage (AREA)
Description
本発明は、建物の排水管の配管構造および該配管構造の施工方法に関するものである。 The present invention relates to a piping structure for a drain pipe of a building and a construction method for the piping structure.
建物の排水管配管構造にあっては、図7および図8に示すように、敷地1内の建物2の各排水設備3,4,5,6からの排水枝管7,8,9,10を建物2床下に設置されている集水ます11に集め、該集水ます11から1本の排水管12を差出し、該排水管12を建物2の床下基礎コンクリート13層を貫通させ、敷地1外の公共ます14に接続する。 In the drain pipe structure of the building, as shown in FIGS. 7 and 8, drain branch pipes 7, 8, 9, 10 from the drain facilities 3, 4, 5, 6 of the building 2 in the site 1 the collected water collecting Masu 11 installed in a building 2 floor, holding out the drainage pipe 12 of one from said population water Masu 11, the discharge water pipe 12 is passed through the floor foundation concrete 13 layers of the building 2, site 1 Connect to the public square 14 outside.
従来から該排水管12の建物床下基礎コンクリート13層を貫通する部分は可撓管12Aとし、該可撓管12Aを保護するために該可撓管12Aをさや管15内に挿通する構成が提供されている(例えば特許引用文献1〜2参照)。 Portion penetrating the building floor foundation concrete 13 layers of the discharge water pipe 12 conventionally the flexible tube 12A, configured for inserting the movable Shiwakan 12A into the sheath tube 15 in order to protect the movable Shiwakan 12A is provided (For example, see Patent Citations 1 and 2).
上記従来の構成では、さや管15の全長にわたって可撓管12Aを挿通しなければならないので、可撓管12Aの屋外側にシールリングを装着して屋内側から挿通する際、挿通作業中に該可撓管12Aが弯曲したり折曲ったりするおそれがあること、可撓管12Aを屋外側から挿通する際には、シールリングが外れやすいこと、該可撓管12Aを所定長に切断するには通常可撓管12Aの凹溝に沿って切断するが、そのためにガイド付切断具等の特殊な器具が必要であり、切断作業に手間がかかること、可撓管12Aの屋内側端はさや管15内から外出しており不安定なため、該さや管15の内側端にソケット17を介して屋内側排水管12Cを接続する作業も困難であること、塩ビ製の排水管12との接続は通常の接着接合ではなく、特殊なソケット17が別途必要となること等の問題点があった。 In the above conventional configuration, since the flexible tube 12A must be inserted over the entire length of the sheath tube 15, when the seal ring is attached to the outdoor side of the flexible tube 12A and inserted from the indoor side, The flexible tube 12A may bend or bend, the seal ring may be easily removed when the flexible tube 12A is inserted from the outdoor side, and the flexible tube 12A is cut to a predetermined length. Is usually cut along the concave groove of the flexible tube 12A. For this purpose, a special instrument such as a cutting tool with a guide is required, which takes time for cutting work, and the indoor side end of the flexible tube 12A is a sheath. Since it is out of the pipe 15 and is unstable, it is difficult to connect the indoor drain pipe 12C to the inner end of the sheath pipe 15 via the socket 17, and the connection to the PVC drain pipe 12 is difficult. Is not a normal adhesive bond, but a special Socket 17 there has been a problem such as that required separately.
本発明は上記従来の課題を解決し、建物床下基礎コンクリート層13を貫通して建物2内部の排水設備からの排水を建物外部に排出する排水管配管構造であって、該排水管12の該基礎コンクリート層13を貫通する部分はさや管15内に挿通されており、該さや管15は建物2外側開口端15Aから上方に弯曲して建物2内側開口端15Bが該基礎コンクリート13上面13Aに開口した状態に設定されており、該さや管15内において該排水管12の外寄り部分は可撓管12Aで構成されており、該可撓管12Aの内端には該さや管15内において屋内側ソケット17を介して直管12Bが接続されており、更に該さや管15の建物内側開口端15Bの外側において、該直管12Bには継手を介して屋内側排水管12Cが接続されており、該可撓管12Aの外端には屋外側ソケット16を介して屋外側排水管12Dが接続されている建物の排水管12配管構造を提供するものである。 The present invention solves the above-described conventional problems, and is a drain pipe structure that discharges drainage from drainage facilities inside the building 2 through the underfloor foundation concrete layer 13 to the outside of the building. The portion that penetrates the foundation concrete layer 13 is inserted into the sheath tube 15, and the sheath tube 15 is bent upward from the outer opening end 15A of the building 2 so that the inner opening end 15B of the building 2 is on the upper surface 13A of the foundation concrete 13 The sheath pipe 15 is set in an open state, and the outer portion of the drainage pipe 12 is constituted by a flexible pipe 12A in the sheath pipe 15, and the inner end of the flexible pipe 12A is disposed in the sheath pipe 15 straight pipe 12B through the indoor-side socket 17 is connected, at the outside of the building inside opening end 15B of the sheath tube 15, an indoor side discharge pipe 12 C is connected via a joint to the straight pipe 12B And The drainage pipe 12 piping structure of the building is provided in which the outdoor side drainage pipe 12D is connected to the outer end of the flexible pipe 12A via the outdoor side socket 16.
〔作用〕
排水管12はさや管15内において外寄部分が可撓管12Aにされているから、さや管15の弯曲に対応することが出来る。該さや管15内において該可撓管12Aの内端には屋内側ソケット17を介して直管12Bが接続されているから、その分該可撓管12Aの長さが短縮されるから、該可撓管12A部分をさや管15内に挿入する場合、該可撓管12Aが弯曲したり折曲しにくいので、挿通作業が簡単容易になる。該直管12Bであれば切断して長さを調節する作業が容易に出来る。
[Action]
Since the drain pipe 12 has a flexible pipe 12 </ b> A in the sheath pipe 15, the drain pipe 12 can cope with the bending of the sheath pipe 15. Since the straight tube 12B is connected to the inner end of the flexible tube 12A in the sheath tube 15 via the indoor socket 17, the length of the flexible tube 12A is shortened accordingly. When the portion of the flexible tube 12A is inserted into the sheath tube 15, the flexible tube 12A is not easily bent or bent, so that the insertion operation is easy and easy. If it is this straight pipe 12B, the operation | work which cut | disconnects and adjusts length can be done easily.
〔効果〕
本発明は建物内から建物外へ排水を排出する排水管の配管作業が容易に出来る。
〔effect〕
The present invention facilitates the piping work of a drain pipe for discharging drainage from inside a building to the outside of the building.
図1〜図6は本発明の一実施例を示す説明図である。
本発明を図1〜図6に示す一実施例によって説明すれば、建物2内において集水ます11から差出される排水管12は建物床下基礎コンクリート13に埋設されているさや管15を通って建物外側の排水管12に地表GLより下位において接続する。 The present invention will be described with reference to an embodiment shown in FIG. 1 to FIG. 6. A drain pipe 12 fed from a water collecting basin 11 in a building 2 passes through a sheath pipe 15 embedded in a foundation concrete 13 under the building floor. Connect to the drain pipe 12 outside the building at a level lower than the surface GL.
該さや管15は建物2の外側開口端15Aから上方に弯曲して建物2の内側開口端15Bが該基礎コンクリート13上面13Aから突出した状態に設定されている。さや管15の外側開口端15Aの側に水平部分を設けても良い。また、内側開口端15Bを基礎コンクリート13上面13Aと面一にしても良い。 The sheath pipe 15 is bent upward from the outer opening end 15A of the building 2 so that the inner opening end 15B of the building 2 protrudes from the upper surface 13A of the foundation concrete 13. A horizontal portion may be provided on the outer opening end 15 </ b> A side of the sheath 15. Further, the inner opening end 15B may be flush with the upper surface 13A of the foundation concrete 13.
該さや管15内において、該排水管12の外寄り部分は可撓管12Aで構成されており、該可撓管12Aの内端には該さや管15内において図2に示すように屋内側ソケット17を介して直管12Bが接続されている。図2および図3に示すように該屋内側ソケット17の可撓管側端部外周にはねじ部17Aが形成されており、直管側端部外周にはリブ17Bが形成され、内周中央部にはストッパー17Cが突設されており、該可撓管12Aと該屋内側ソケット17の可撓管側とは固定ナット19のフランジ19Aを該可撓管12Aに装着した樹脂製ストッパーリング20に引掛け、更に該屋内側ソケット17のねじ部17Aに螺着締付けることによって固定されている。更に該直管12Bと該さや管15との間にはシールリング21を介在させることによってそれより内側の水密性を確保している。 In the sheath pipe 15, the outer portion of the drain pipe 12 is composed of a flexible pipe 12A. The inner end of the flexible pipe 12A is located inside the sheath pipe 15 as shown in FIG. The straight pipe 12B is connected via the socket 17. 2 and 3, a threaded portion 17A is formed on the outer periphery of the flexible tube side end of the indoor socket 17, and a rib 17B is formed on the outer periphery of the straight tube side end. A stopper 17C protrudes from the portion, and the flexible tube 12A and the flexible tube side of the indoor socket 17 are made of a resin stopper ring 20 having a flange 19A of a fixing nut 19 attached to the flexible tube 12A. Further, it is fixed by being screwed and tightened to the threaded portion 17A of the indoor side socket 17. Further, a seal ring 21 is interposed between the straight pipe 12B and the sheath pipe 15 to ensure water tightness inside it.
該可撓管12Aの外端には図4に示すように屋外側ソケット16を介して屋外側排水管12Dが接続されている。図4および図5に示すように該屋外側ソケット16の両端部外周にはねじ部16A,16Bが形成されており、内周中央部にはストッパー16Cが突設されており、該可撓管12Aと該屋外側ソケット16の可撓管側とは固定ナット22のフランジ22Aを該可撓管12Aに装着した樹脂製ストッパーリング23に引掛け、更に該屋外側ソケット16のねじ部16Bに螺着締付けることによって固定されており、更に該屋外側ソケット16の建物2から外出した屋外側端部のねじ部16Aには位置決めナット24が螺着締付けられている。そして該可撓管12Aの外端は、屋外側ソケット16を介して該位置決めナット24によってフランジ24Aを建物床下基礎コンクリート層13、又は、さや管15の端面に押し当てることで、さや管15開口に対して位置決め固定されている。該位置決めナット24は図6に示すように内端にフランジ24Aおよび外周にリブ24Bが設けられており、内周には断続的にねじ溝24Cが形成されている。該位置決めナット24の螺着締付けには該リブ24Bを手掛りとする。なお該可撓管12Aと該屋外側および屋内側ソケット16,17との間にはシールリング25,26によってシールされている。 Outdoor side discharge water pipe 12 D through the outdoor-side socket 16 as shown in Figure 4 the outer ends of the movable Shiwakan 12A is connected. As shown in FIGS. 4 and 5, threaded portions 16A and 16B are formed on the outer periphery of both end portions of the outdoor side socket 16, and a stopper 16C is projected from the central portion of the inner periphery. 12A and the flexible tube side of the outdoor socket 16 are hooked on the resin stopper ring 23 attached to the flexible tube 12A with the flange 22A of the fixing nut 22 and further screwed onto the threaded portion 16B of the outdoor socket 16. The positioning nut 24 is screwed and fastened to the threaded portion 16A of the outdoor side end portion of the outdoor side socket 16 that has come out of the building 2. The outer end of the flexible tube 12A is opened to the sheath tube 15 by pressing the flange 24A against the bottom concrete floor 13 of the building floor or the end surface of the sheath tube 15 by the positioning nut 24 through the outdoor socket 16. It is fixed to the position. As shown in FIG. 6, the positioning nut 24 is provided with a flange 24A on the inner end and a rib 24B on the outer periphery, and a thread groove 24C is intermittently formed on the inner periphery. The rib 24B is used as a cue for screwing and tightening the positioning nut 24. The flexible tube 12A is sealed between the outdoor side and indoor side sockets 16 and 17 by seal rings 25 and 26.
上記配管構造を配管施工するには、例えば可撓管12Aの一端に屋内側ソケット17を介して鋸等の簡単な工具で切断することによって所定長に調節した直管12Bを接続し、該直管12Bの外周にはシールリング21を装着し、他端に屋外側ソケット16を装着する(工程2)。該直管12Bは可撓管12Aのように不安定形状ではないので切断作業は容易である。また、継手27を介して排水管12と容易に接着接合出来る。このような直管12B−屋内側ソケット17−可撓管12A−屋外側ソケット16を接続したセットを屋内側からさや管15に挿通する。この際には屋外側ソケット16を先頭にする。該可撓管12Aは直管12Bを接続した分短くなっているから、さや管15に挿通する際弯曲したり折曲しにくいので、挿通作業は容易に出来る。また該直管12Bの外周には予めシールリング21を装着してあるので、該セットを該さや管15に挿通すると同時に該直管12Bと該さや管15との間が該シールリング21によってシールされることになる(工程3)。該直管12Bには該さや管15の建物3内側開口端15Bの外側において、継手27を介して屋内側排水管12Cが接続されるが、該直管12Bは該シールリング21によってさや管15内に固定されているので、屋内側排水管12Cの接続作業が容易になる。 To construct the piping structure, for example, a straight pipe 12B adjusted to a predetermined length by cutting with a simple tool such as a saw through the indoor socket 17 is connected to one end of the flexible pipe 12A. The seal ring 21 is attached to the outer periphery of the tube 12B, and the outdoor side socket 16 is attached to the other end (step 2). Since the straight pipe 12B is not an unstable shape like the flexible pipe 12A, the cutting operation is easy. Further, it can be easily bonded to the drain pipe 12 via the joint 27. A set in which such a straight pipe 12B-indoor side socket 17-flexible pipe 12A-outdoor side socket 16 is connected is inserted into the sheath pipe 15 from the indoor side. At this time, the outdoor side socket 16 is placed at the top. Since the flexible tube 12A is shortened by connecting the straight tube 12B, it is difficult to bend or bend when inserted into the sheath tube 15, and therefore the insertion operation can be easily performed. Since the seal ring 21 is mounted on the outer periphery of the straight pipe 12B in advance, the seal ring 21 seals between the straight pipe 12B and the sheath pipe 15 at the same time as the set is inserted into the sheath pipe 15. (Step 3). The straight tube 12B on the outside of the building 3 inside opening end 15B of the sheath tube 15, while the indoor side discharge water pipe 12 C is connected via the joint 27, the straight pipe 12B are sheath pipe by the sealing ring 21 are fixed to the 15, the connecting work of the indoor side drain pipe 12 C is facilitated.
その後該屋外側ソケット16の屋外端に設けられたねじ部16Aに対して位置決めナット24を螺着締付ける。該可撓管12Aの屋外端側は該屋外側ソケット16を介して該位置決めナット24によって位置決め固定されており、可撓管12Aの外端のさや管15開口に対する角度決めが可能となるため、該屋外側ソケット16に屋外側排水管12Dを接続する作業は容易に出来る。 Thereafter, the positioning nut 24 is screwed and tightened to the screw portion 16A provided at the outdoor end of the outdoor socket 16. The outdoor end side of the flexible tube 12A is positioned and fixed by the positioning nut 24 via the outdoor side socket 16, and the angle of the outer end sheath of the flexible tube 12A to the sheath 15 opening can be determined. operation of connecting the outdoor side drain pipe 12 D to該屋outer shell 16 is easily possible.
結果として、位置決めナット24をシールリング21との二点固定になるため、可撓管12Aおよび直管12Bがさや管15の中で安定する。 As a result, since the positioning nut 24 is fixed to the seal ring 21 at two points, the flexible tube 12A and the straight tube 12B are stabilized in the sheath tube 15.
本発明では、さや管15と排水管12とのシール構造は、位置決めナット24とさや管15又は床基礎コンクリート層13との間に設けても良い。また、可撓管12Aやソケット16,17とさや管15との間に設けても良い。 In the present invention, the seal structure between the sheath tube 15 and the drain tube 12 may be provided between the positioning nut 24 and the sheath tube 15 or the floor foundation concrete layer 13. Further, it may be provided between the flexible tube 12 </ b> A or the sockets 16, 17 and the sheath tube 15.
シールリング21としては、ゴム製パッキンやオーリングが好ましい。この種のシールリング21を直管12Bに装着しておくと、シール材の取付け作業を別途行う必要がなくなり、また、シール剤の充填作業が不要となる点で好適である。 As the seal ring 21, rubber packing or O-ring is preferable. If this type of seal ring 21 is attached to the straight pipe 12B, it is not necessary to separately perform an attaching operation of the sealing material, and it is preferable in that a filling operation of the sealing agent is unnecessary.
本実施例の場合には、シールリング21をさや管15の屋内側としたので、可撓管12Aおよび直管12Bをさや管15に挿入する際の圧入距離が短く、圧入力が小さくて済む点で好ましい。また、直管12Bとさや管15との間でシールしており、さや管15と排水管12との間の隙間が不均一となる弯曲部ではなく、該隙間が均一になりやすい直線部でシールすることになるから、シール性を高めることが出来る。 In the case of the present embodiment, since the seal ring 21 is on the indoor side of the sheath tube 15, the press-fitting distance when the flexible tube 12A and the straight tube 12B are inserted into the sheath tube 15 is short, and the pressure input is small. This is preferable. In addition, the straight pipe 12B and the sheath pipe 15 are sealed, and the gap between the sheath pipe 15 and the drain pipe 12 is not a curved portion where the gap is uneven, but the straight portion where the gap is likely to be uniform. Since sealing is performed, sealing performance can be improved.
本発明では建物内の排水配管が簡単かつ容易な作業で出来るから、産業上利用可能である。 In the present invention, drainage pipes in buildings can be used in an industrial manner because they can be done with simple and easy work.
2 建物
12 排水管
12A 可撓管
12B 直管
13 床下基礎コンクリート層
14 公共ます
15 さや管
15A 外側開口端
15B 内側開口端
16,17 ソケット
21 シールリング
24 位置決めナット
27 継手
2 Building 12 Drain pipe 12A Flexible pipe 12B Straight pipe 13 Underfloor foundation concrete layer 14 Public masu 15 Saya pipe
15A outer opening end 15B inner opening end 16, 17 socket
21 Seal ring 24 Positioning nut 27 Joint
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2010219983A JP4852168B2 (en) | 2010-09-29 | 2010-09-29 | Building drainage piping structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP2010219983A JP4852168B2 (en) | 2010-09-29 | 2010-09-29 | Building drainage piping structure |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2006256755A Division JP4851901B2 (en) | 2006-09-22 | 2006-09-22 | Drain pipe piping structure of building and construction method of the piping structure |
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JP2011038397A JP2011038397A (en) | 2011-02-24 |
JP4852168B2 true JP4852168B2 (en) | 2012-01-11 |
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JP2013002212A (en) * | 2011-06-20 | 2013-01-07 | Aron Kasei Co Ltd | Drain pipe piping structure for building |
JP7333718B2 (en) * | 2019-07-05 | 2023-08-25 | 前澤化成工業株式会社 | Earthquake-resistant piping |
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JP4700213B2 (en) * | 2001-03-30 | 2011-06-15 | 積水化学工業株式会社 | Building drainage piping structure |
JP4263918B2 (en) * | 2003-02-17 | 2009-05-13 | 前澤化成工業株式会社 | Temporary stopper for closing the open end face of the tube |
JP4564857B2 (en) * | 2005-02-03 | 2010-10-20 | アロン化成株式会社 | Drainage pipe structure, drainage pipe construction method and drainage pipe construction set |
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