JPH04118430A - Piping structure - Google Patents

Piping structure

Info

Publication number
JPH04118430A
JPH04118430A JP23849990A JP23849990A JPH04118430A JP H04118430 A JPH04118430 A JP H04118430A JP 23849990 A JP23849990 A JP 23849990A JP 23849990 A JP23849990 A JP 23849990A JP H04118430 A JPH04118430 A JP H04118430A
Authority
JP
Japan
Prior art keywords
sheath
pipe
ring
corrugated
sheath pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP23849990A
Other languages
Japanese (ja)
Other versions
JPH0747859B2 (en
Inventor
Toshihisa Matsushima
俊久 松島
Takashi Takahashi
高橋 隆司
Masaharu Yada
矢田 正春
Hisao Kondo
久雄 近藤
▲高▼多 宣彰
Nobuaki Kouchi
Yasuhiro Izu
伊豆 保廣
Shigeru Ando
茂 安藤
Akihiko Sato
明彦 佐藤
Kuniaki Onishi
国昭 大西
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SUGA KOGYO KK
Kajima Corp
Sekisui Chemical Co Ltd
Original Assignee
SUGA KOGYO KK
Kajima Corp
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SUGA KOGYO KK, Kajima Corp, Sekisui Chemical Co Ltd filed Critical SUGA KOGYO KK
Priority to JP2238499A priority Critical patent/JPH0747859B2/en
Publication of JPH04118430A publication Critical patent/JPH04118430A/en
Publication of JPH0747859B2 publication Critical patent/JPH0747859B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To make it possible to connect slab built-in sheath pipe portions while keeping water leaking accident resistance by making sheath pipe connections as watertight structure in piping made by inserting a water pipe in sheath pipes provided with connecting sections in the midst. CONSTITUTION:In piping made by inserting a water pipe 7 in sheath pipes 3 and 3 provided with connecting sections in the midst, sheath connections 41 and 42 have watertight structures. For the watertight structure, as the sheath pipes 3 and 3, a corrugated pipe having alternately ring-shaped recessions and ring-shaped projections is used for a pipe wall, and both corrugated sheath pipe ends 30 and 30 are inserted in both ends of joint bodies 43 and 43 in the sheath pipe sections 41 and 42. Then, several pieces of packing 44 and 45 are loaded between the ring-shaped recessions of both corrugated sheath pipe ends 30 and 30 and joint bodies 43 and 43. Anchoring fixtures 47 interlocking with the ring-shaped recessions of the corrugated sheath pipe ends 30 and 30 are mounted to both ends of the joint bodies 43 and 43.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は鞘管工法によって施工する配管構造に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a piping structure constructed by a sheath pipe method.

〈従来の技術〉 屋内配管工事においては、建物の躯体工事の際に所定の
配管ルートに沿って鞘管を配設しておき、建物の設備工
事時に、その鞘管に通水管(給水・給湯、冷暖房用冷温
水等)を通管する所謂、鞘管工法を施用することがある
<Conventional technology> In indoor piping work, sheath pipes are placed along a predetermined piping route during construction of the building's framework, and water pipes (water supply/hot water supply) are connected to the sheath pipes during construction of building equipment. In some cases, the so-called sheath pipe construction method is used to pass pipes (e.g., hot and cold water for air conditioning).

また、点在箇所への給水・給湯等、特にホテル、ビルあ
るいは大規模住宅における給水・給湯等には、給水また
は給湯ヘッダーから直接、各給水・給湯箇所に給水−給
湯管を配管して、同時通水時でも給水・給湯箇所の遠近
に関係なく、充分な給水・給湯量を保証し得るヘッダー
工法を施用することがあり、特に、このヘッダー工法を
鞘管工法で実施する鞘管ヘッダー工法の採用が盛んであ
る。
In addition, for water supply and hot water supply to scattered locations, especially in hotels, buildings, and large-scale residences, water supply and hot water supply pipes are installed directly from the water supply or hot water header to each water supply and hot water supply point. A header method is sometimes used that can guarantee a sufficient amount of water and hot water even when water is flowing simultaneously, regardless of the distance of the water supply or hot water supply point.In particular, the sheath pipe header method is used to implement this header method using a sheath pipe method. Recruitment is booming.

第6図は鞘管ヘッダー工法を用いた従来の配管構造を示
している。第6図において、1′は給水、給湯ヘッダー
である。61′は水栓その他の機器を接続するための水
栓機器接続用ボックス、例えは水栓ボックスであり、各
給水・給湯箇所において、例えば壁パネル51′の裏面
に取付けである。
FIG. 6 shows a conventional piping structure using the sheath pipe header construction method. In FIG. 6, 1' is a water supply and hot water supply header. Reference numeral 61' denotes a faucet equipment connection box, for example a faucet box, for connecting faucets and other equipment, and is attached, for example, to the back surface of the wall panel 51' at each water supply/hot water supply point.

3′はヘッダー1′から各水栓機器接続用ボックス61
′にわたって配設した鞘管であり、両端部を立上げ、ボ
ックス61′側においては、その立上げ上端をボックス
61′の底面に連結しである。4′は各鞘管3′内に挿
通した通水管であり、各通水管4′の一端はヘッダー1
′の各分岐口11′に接続し、他端は各ボックス61′
内に納め、この他端をボックス外部のカラン63′また
は機器(例えば、給湯器、冷暖房機器)に継手62′を
介して接続しである。
3' is a box 61 for connecting each faucet equipment from header 1'
It is a sheath pipe disposed across the box 61', with both ends raised up, and on the box 61' side, the raised upper end is connected to the bottom surface of the box 61'. 4' is a water pipe inserted into each sheath pipe 3', and one end of each water pipe 4' is connected to the header 1.
', and the other end is connected to each box 61'.
The other end is connected to a collar 63' or equipment (for example, a water heater, air-conditioning equipment) outside the box via a joint 62'.

〈解決しようとする課題〉 上記配管構造においては、鞘管の大部分はスラブに埋設
されるが、両端部はスラブ上に配設される。而して、建
物の躯体工事の際に鞘管を配設したのち、建物における
設備工事での通水管引入れ時まで、鞘管両端部が床スラ
ブ面上に放置されたままになって、その間の工事の障害
となることが往々にしである。特に給水・給湯器がユニ
ットバスである場合、ユニットバスの防水パン直下に鞘
管を通さなければならないことがあり、この場合、スラ
ブ上に敷設する鞘管部分の長さが相当に長くなるので、
上記障害が甚だしい。
<Problem to be Solved> In the piping structure described above, most of the sheath pipe is buried in the slab, but both ends are disposed on the slab. Therefore, after the sheath pipes were installed during building frame work, both ends of the sheath pipes were left on the floor slab surface until the water pipes were brought in during equipment work in the building. It often becomes an obstacle to construction work during that time. In particular, when the water supply/water heater is a unit bath, it may be necessary to run the sheath pipe directly under the waterproof pan of the unit bath, and in this case, the length of the sheath pipe that is laid on the slab becomes considerably long. ,
The above problems are serious.

そこで、上記躯体工事時には、スラブ埋設鞘管部分のみ
を配設しておき、設備工事時での通水管工事の際に、ス
ラブ上鞘管部分を敷設し、この敷設したスラブ上鞘管部
分を上記既設のスラブ埋設鞘管部分に接続することが有
意義である。
Therefore, during the above-mentioned frame construction, only the slab-buried sheath pipe section is installed, and when the water pipe construction is carried out during facility construction, the slab upper sheath pipe section is laid, and the slab upper sheath pipe section that has been laid is It is meaningful to connect to the existing slab-embedded sheath pipe section.

ところで、上記鞘管工法による配管構造においては、通
水管に水漏が生じても、その漏水をこれを鞘管で受留め
、やがては、鞘管の立上り端部に導き得、この鞘管端に
トレインパンを取着すれば、当該水漏れを大事なく処理
でき、建物の内装材を水漏れから保護できる。
By the way, in the piping structure using the above-mentioned sheath pipe construction method, even if water leaks in the water pipe, the water can be caught by the sheath pipe and eventually lead to the rising end of the sheath pipe, By attaching a train pan to a building, the water leakage can be handled without any problems and the interior materials of the building can be protected from water leakage.

しかしながら、上記したスラブ埋設鞘管部分とスラブ上
敷設鞘管部分との接続を、通常の配管・配線ダクトの接
続と同様にして行えば、鞘管による安全な受水を保証し
得す、上記配管構造の上記した水漏れ事故に対する有利
性を保証し得ない。
However, if the above-mentioned connection between the slab-buried sheath pipe part and the above-mentioned slab-laid sheath pipe part is made in the same way as the connection of ordinary piping and wiring ducts, safe water reception by the sheath pipe can be guaranteed. The advantages of the piping structure against water leakage accidents cannot be guaranteed.

本発明の目的は、鞘管工法による配管構造の耐漏水事故
性を保持しつつ、スラブ埋設鞘管部分とスラブ埋設鞘管
部分との接続を可能にして建築現場作業の円滑化を図る
ことにある。
The purpose of the present invention is to maintain the water leakage accident resistance of the piping structure using the sheath pipe construction method, and to enable connection between the slab-buried sheath pipe parts and the slab-buried sheath pipe parts, thereby facilitating work on construction sites. be.

〈課題を解決するための手段〉 本発明に係る配管構造は、途中に接続部を有する鞘管内
に通水管を挿通してなる配管において、上記鞘管接続部
を水密構造にしたことを特徴とする構成である。
<Means for Solving the Problems> The piping structure according to the present invention is characterized in that in the piping formed by inserting a water pipe into a sheath pipe having a connection part in the middle, the sheath pipe connection part has a watertight structure. It is configured to do this.

〈実施例の説明〉 以下、図面により本発明の一実施例を説明する。<Explanation of Examples> An embodiment of the present invention will be described below with reference to the drawings.

第1図は本発明の一実施例を示す説明図である。FIG. 1 is an explanatory diagram showing one embodiment of the present invention.

第1図において、1は給水へラダーを示し、分岐口11
.・・・を有し、建物内の配管スペースに設置しである
。2は給水連結管であり、ヘッダー1と本管(図示せず
)との間を連通している。3は鞘管を示し、スラブ埋設
部分31とスラブ上敷設部分32゜33とからなり、ス
ラブ埋設部分31は建物の躯体工事時に配設し、スラブ
上敷設部分32.33は通水管工事、ユニットハスの組
立工事等の設備工事に配設する。この鞘管には、管壁に
リング状凹部とリング状凸部とを交互に設けた波付プラ
スチック管を使用できる。41はスラブ埋設鞘管部分3
1とヘッダー側のスラブ上配設鞘管部分32との接続部
を示し、水密構造としである。5はユニットバスである
。42はスラブ埋設鞘管部分31とユニットバス側のス
ラブ上配設鞘管部分33との接続部を示し、水密構造と
しである。61はユニットバス5の壁パネル裏面に固定
した水栓ボックスあり、このボックス61に向けてスラ
ブ上配設鞘管部分33を立上げ、この立上げ端を水栓ボ
ックス61に水密に連結しである。7は鞘管3内に引き
通した通水管であり、ヘッダー側の通水管端部70を鞘
管部分32と共に立上げ、その通水管端部70の上端を
ヘッダー1の分岐口11に接続しである。8は鞘管部分
32の上端に取着したドレインパンである。通水管7の
バスユニット側端部71は水栓ボックス61内゛に納め
、この通水管端にエルボ継手62を介してカラン63を
連結しである。64はボックスカバー、65は継手62
の先端に螺合したロックナツト、66はスペーサであり
、袋ナツト65の締付けによって、水栓ボックス61を
ユニットバス5の壁パネル51に固定しである。
In Fig. 1, 1 indicates the ladder to the water supply, and the branch port 11
.. ...and is installed in the piping space within the building. 2 is a water supply connecting pipe, which communicates between the header 1 and a main pipe (not shown). 3 indicates a sheath pipe, which consists of a slab-buried part 31 and slab-top laid parts 32 and 33. The slab-buried part 31 is installed during building frame construction, and the slab-topped parts 32 and 33 are used for water pipe work and units. It will be installed during equipment work such as lotus assembly work. As this sheath tube, a corrugated plastic tube having ring-shaped recesses and ring-shaped protrusions alternately provided on the tube wall can be used. 41 is the slab-embedded sheath pipe part 3
1 and the sheath pipe section 32 disposed on the slab on the header side, which shows the connection part 32 and has a watertight structure. 5 is a unit bus. Reference numeral 42 denotes a connecting portion between the slab-embedded sheath pipe portion 31 and the slab-mounted sheath pipe portion 33 on the unit bath side, and has a watertight structure. Reference numeral 61 indicates a faucet box fixed to the back of the wall panel of the unit bath 5. The sheath pipe section 33 disposed on the slab is raised toward this box 61, and the raised end is connected to the faucet box 61 in a watertight manner. be. 7 is a water pipe drawn into the sheath pipe 3, the water pipe end 70 on the header side is raised together with the sheath pipe part 32, and the upper end of the water pipe end 70 is connected to the branch port 11 of the header 1. It is. 8 is a drain pan attached to the upper end of the sheath tube portion 32. An end 71 of the water pipe 7 on the bath unit side is housed in a faucet box 61, and a collar 63 is connected to the water pipe end via an elbow joint 62. 64 is a box cover, 65 is a joint 62
A lock nut 66 screwed onto the tip of the lock nut 66 is a spacer, and by tightening the cap nut 65, the faucet box 61 is fixed to the wall panel 51 of the unit bath 5.

第2図Aは上記鞘管接続部41.42の構造を示す説明
図である。
FIG. 2A is an explanatory diagram showing the structure of the sheath tube connecting portion 41, 42.

第2図Aにおいて、43は継手本体であり、円筒体の内
面中央に環状突子431を有し、外面両端部には螺子溝
432を刻設しである。 30.30は波付鞘管端部で
あり、それぞれ継手本体43内に環状突子431に当接
するまで差込んである。この環状突子431の内径は波
付鞘管3の内径にほぼ等しくしである。44.45は弾
性パッキングであり、波付鞘管端部30のリング状凹部
と継手本体43の内面との間に圧縮状態で装着しである
。46.46は継手本体の端部に螺合した袋ナツト、4
7は袋ナツト内に納めた留止具であり、テーパC型リン
グ(第2図Bに正面図を、第2図Cに第2図Bにおける
C−C断面図をそれぞれ示しである)を使用し袋ナツト
46の締付けによってテーパC型リング47を継手本体
の端面の内周縁433に圧接し、その圧接箇所における
半径方向分力により同リング47を縮径のうえ波付鞘管
端部30のリング状凹渭に係止しである。
In FIG. 2A, 43 is a joint body, which has an annular protrusion 431 at the center of the inner surface of a cylindrical body, and screw grooves 432 are carved at both ends of the outer surface. Reference numerals 30 and 30 denote ends of the corrugated sheath tubes, which are respectively inserted into the joint body 43 until they come into contact with the annular projections 431. The inner diameter of this annular projection 431 is approximately equal to the inner diameter of the corrugated sheath tube 3. Reference numerals 44 and 45 designate elastic packings, which are installed in a compressed state between the ring-shaped recess of the corrugated sheath tube end 30 and the inner surface of the joint body 43. 46. 46 is a cap nut screwed onto the end of the joint body, 4
7 is a fastener housed in a cap nut, and has a tapered C-shaped ring (Fig. 2B shows a front view, and Fig. 2C shows a cross-sectional view taken along line C-C in Fig. 2B). By tightening the cap nut 46, the tapered C-shaped ring 47 is pressed against the inner peripheral edge 433 of the end face of the joint body, and the diameter of the ring 47 is reduced by the radial component force at the pressed position, and the corrugated sheath pipe end 30 It locks into the ring-shaped recessed edge.

第2図Aにおいて、各波付鞘管端部30上に装着するパ
ッキング44.45のうち、奥方のパッキング44の硬
度を他方のパッキング45の硬度よりも高くすることが
好ましい。而して、高硬度のパッキング44により鞘管
端部30の奥端を継手本体43に安定に支持し得、この
高硬度パッキング44と軟質パッキング45を挾むテー
パC型リング47が鞘管を全周において継手本体43に
支持しているから、鞘管にモーメントが作用したときに
、鞘管がある程度の剛性のために継手本体内で傾こうと
しても、硬質パッキング44とテーパC型リング47と
の安定な2点支持状態のためにその傾きをよく防止でき
る。
In FIG. 2A, among the packings 44 and 45 mounted on each corrugated sheath tube end 30, it is preferable that the hardness of the inner packing 44 is higher than the hardness of the other packing 45. The high-hardness packing 44 can stably support the inner end of the sheath tube end portion 30 on the joint body 43, and the tapered C-shaped ring 47 sandwiching the high-hardness packing 44 and the soft packing 45 supports the sheath tube. Since the entire circumference is supported by the joint body 43, when a moment is applied to the sheath pipe, even if the sheath pipe tends to tilt inside the joint body due to its rigidity to a certain extent, the hard packing 44 and the tapered C-shaped ring 47 Due to the stable two-point support state, tilting can be effectively prevented.

従って、継手本体43と波付鞘管端部30との間の間隙
厚みを常に一定に保持でき、パッキング44.45特に
軟質パッキング45のシール性をよく保証できる。 第
2図Aに示す接続部を組立てるには各波付鞘管に袋ナツ
ト46を挿通後、テーパC型リング47を所定位置のリ
ング状凹部(通常、波付鞘管先端から3〜5コ目のリン
グ状凹部)に、軟質パッキング45並びに硬質パッキン
グ44を所定位置のリング状凹部(通常1コ目並びに3
〜4コ目のリング状凹部)にそれぞれ装着し、次いで、
このパッキング等装着波付鞘管を継手本体43に圧入し
て鞘管先端を継手本体43の環状突子431に当接させ
、而るのち、袋ナツト46を締付ければよい。
Therefore, the thickness of the gap between the joint body 43 and the corrugated sheath tube end 30 can always be kept constant, and the sealing properties of the packings 44, 45, especially the soft packing 45, can be well guaranteed. To assemble the connection shown in FIG. 2A, after inserting the cap nut 46 into each corrugated sheath tube, insert the tapered C-shaped ring 47 into the ring-shaped recess at a predetermined position (usually 3 to 5 points from the tip of the corrugated sheath tube). The soft packing 45 and the hard packing 44 are inserted into the ring-shaped recesses (usually the first and third ring-shaped recesses) at predetermined positions.
to the fourth ring-shaped recess), and then
This corrugated sheath tube fitted with packing, etc. is press-fitted into the joint body 43, the tip of the sheath tube is brought into contact with the annular protrusion 431 of the joint body 43, and then the cap nut 46 is tightened.

第3図Aは本発明において使用する鞘管接続構造の別例
を示し、各波付鞘管端部30.30に硬質パッキング4
4、軟質パッキング45並びに第3図A及び第3図C(
第3図BのC−C断面図)に示すC型リング47をそれ
ぞれ所定の位置に装着し、次いで、このパッキング等装
着波付鞘管端部を継手本体43内にパッキング44.4
5並びにC型係止リング47の弾性力に抗して圧入し、
各C型係止リング47の突子471.・・・を継手本体
端部の答礼433.・・・に嵌入させである。
FIG. 3A shows another example of the sheath tube connection structure used in the present invention, in which hard packing 4 is attached to each corrugated sheath tube end 30.30.
4. Soft packing 45 and Figures 3A and 3C (
The C-shaped rings 47 shown in FIG.
5 and C-type locking ring 47 against the elastic force,
Protrusion 471 of each C-shaped locking ring 47. ... at the end of the joint body 433. It is inserted into...

第4図Aは本発明において使用する鞘管接続構造の他の
別例を示す説明図、第4図Bは第4図Aにおけるb−b
断面図であり、継手本体43の各端部に、所定の間隔を
隔てて(通常、波付鞘管の波の一山分)左右のスリット
444.444並びに上下のスリット445.445を
90°異なる方向にて穿孔し、硬質パッキング44並び
に軟質パッキング45を装着した各波付鞘管端部30を
継手本体43内に圧入し、上記の各上下スリット444
.444並びに445.445にU字状の留止具47.
47を挟着し、各留止具47の0字両サイドを波付鞘管
のリング状凹部に係止しである。この場合、波付鞘管端
部を留止具47.47により四方から継手本体43に支
持しているので、この場合も、留止具による波付鞘管端
部の支持状態は安定である。
FIG. 4A is an explanatory diagram showing another example of the sheath tube connection structure used in the present invention, and FIG. 4B is bb in FIG. 4A.
This is a cross-sectional view, in which left and right slits 444, 444 and upper and lower slits 445, 445 are formed at a 90° angle at each end of the joint body 43 at a predetermined interval (usually one ridge of a corrugated sheath tube). Each corrugated sheath tube end 30 with holes drilled in different directions and fitted with a hard packing 44 and a soft packing 45 is press-fitted into the joint body 43, and the above-mentioned upper and lower slits 444 are inserted.
.. 444 and 445. U-shaped fasteners 47.
47, and both sides of each fastener 47 are locked in the ring-shaped recess of the corrugated sheath tube. In this case, since the end of the corrugated sheath tube is supported from all sides by the fasteners 47 and 47 on the joint body 43, the state of support of the end of the corrugated sheath tube by the fasteners is stable in this case as well. .

上記において継手本体43には、塩化ビニル、ポリプロ
ピレン、ポリエチレン、ポリカーボネート等を、留止具
47には真鍮、ステンレス等の金属、ポリカーボネート
等の硬質プラスチック、FRP等をそれぞれ使用できる
。パッキング44.45には、例えばOリングを使用で
き、中実・中空何れをも使用でき、材質としてはゴムの
他、弾性に秀れたプラスチックも使用できる。
In the above, the joint body 43 can be made of vinyl chloride, polypropylene, polyethylene, polycarbonate, etc., and the fastener 47 can be made of metal such as brass, stainless steel, hard plastic such as polycarbonate, FRP, etc. The packings 44 and 45 can be, for example, O-rings, solid or hollow, and can be made of rubber or plastics with excellent elasticity.

上記水栓ボックス(塩化ビニル等のプラスチック製)と
鞘管との連結にも水密接続を用いており、第1図におい
て、水栓ボックス61の鞘管挿通管部611と鞘管3と
の間を、第2図A、第3図Aまたは第4図Aと同様にし
て接続すればよい。第5図は水栓ボックス61の鞘管挿
通管部611と鞘管3との水密接続構造の一例を示し、
44は硬質パッキングを、45は軟質パッキングを、4
7.47は留止具をそれぞれ示している。
A watertight connection is also used to connect the faucet box (made of plastic such as vinyl chloride) and the sheath tube, and in FIG. may be connected in the same manner as in FIG. 2A, FIG. 3A, or FIG. 4A. FIG. 5 shows an example of a watertight connection structure between the sheath tube insertion tube part 611 of the faucet box 61 and the sheath tube 3,
44 is hard packing, 45 is soft packing, 4
7.47 each indicate a fastener.

〈発明の効果〉 本発明に係る配管構造は、上述した通りの構成であり、
鞘管を途中で接続しているにもかかわらず、その接続部
をパッキングによる水密構造としているから鞘管内の通
水管に水漏が生じても、その漏水を鞘管で受水し、立上
り鞘管端にその漏水を導き得、ドレインパン等によって
建物の内装材を損じることなく、その漏水を処理できる
。また建物の躯体工事の祭には、スラブ埋設鞘管部分の
みを配設し、スラブ上敷設鞘管部分は、通水管工事等の
設備工事の際に配設することができるので、躯体工事後
、設備工事までの間、床スラブ上での障害物をよく排除
して建築工事をスムースに進行できる。
<Effects of the Invention> The piping structure according to the present invention has the configuration as described above,
Even though the sheath pipe is connected in the middle, the connection part has a watertight structure with packing, so even if water leaks from the water passage pipe inside the sheath pipe, the leakage water will be caught by the sheath pipe and the rising sheath The leakage water can be directed to the end of the pipe, and the leakage water can be disposed of without damaging the interior materials of the building using a drain pan or the like. In addition, only the sheath pipe part buried in the slab can be installed during the construction of the building frame, and the sheath pipe part laid on the slab can be installed during equipment work such as water pipe work, so it is possible to install the sheath pipe part buried above the slab during equipment work such as water pipe construction. During the construction period, obstacles on the floor slab can be thoroughly removed and construction work can proceed smoothly.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の一実施例を示す説明図、第2図Δは本
発明において使用する鞘管接続部の一例を示す縦断面図
、第2図Bは第2図Aにおける留止具を示ず正面図、第
2図Cは第2図ALニア′)C−C線における断面図、
第3図Aは本発明において使用する鞘管接続部の別例を
示す断面図、第3図Bは第3図Aにおける留止具を示ず
正面図、第3図Cは第3図BのC−C線における断面図
、第4図Aは本発明において使用する鞘管接続部の他の
別例を示す一部断面で示す正面図、第4図Bは第4図へ
におけるb−b線における断面図、第5図は本発明にお
いて使用する水栓ボックスと鞘管との連結部の一例を示
す断面図、第6図は従来例を示す説明図である。 3・・・鞘管、31・・・スラブ埋設鞘管部、32.3
3・・・スラブ上配設鞘管部、4・・・通水管、43・
・・継手本体、44・・・硬質パッキング、 45・・・軟質パッキング、 47・・・ 留止具。
FIG. 1 is an explanatory diagram showing one embodiment of the present invention, FIG. 2 Δ is a longitudinal cross-sectional view showing an example of the sheath pipe connection part used in the present invention, and FIG. 2 B is the fastener in FIG. 2 A. Figure 2 C is a cross-sectional view taken along the line C-C in Figure 2 AL near ');
FIG. 3A is a sectional view showing another example of the sheath tube connection part used in the present invention, FIG. 3B is a front view without the fastener shown in FIG. 3A, and FIG. 3C is a front view of FIG. 3B. FIG. 4A is a partially sectional front view showing another example of the sheath tube connection part used in the present invention, and FIG. 4B is a cross-sectional view taken along line C--C of FIG. 5 is a cross-sectional view showing an example of the connecting portion between the faucet box and the sheath tube used in the present invention, and FIG. 6 is an explanatory view showing a conventional example. 3... Sheath pipe, 31... Slab buried sheath pipe part, 32.3
3...Sheath pipe section disposed on the slab, 4...Water pipe, 43.
...Joint body, 44...Hard packing, 45...Soft packing, 47... Fastener.

Claims (3)

【特許請求の範囲】[Claims] (1)途中に接続部を有する鞘管内に通水管を挿通して
なる配管において、上記鞘管接続部を水密構造にしたこ
とを特徴とする配管構造。
(1) A piping structure in which a water pipe is inserted into a sheath pipe having a connection part in the middle, the sheath pipe connection part having a watertight structure.
(2)請求項(1)において、鞘管には、管壁にリング
状凹部とリング状凸部を交互に形成した波付管が使用さ
れ、鞘管接続部には継手本体の両端部のそれぞれに各波
付鞘管端部が挿入され、各波付鞘管端部のリング状凹部
と継手本体との間に数箇のパッキングが装着され、継手
本体の両端には波付鞘管端部のリング状凹部に係止する
留止具が取着されてなる接続構造が使用されていること
を特徴とする配管構造。
(2) In claim (1), the sheath tube is a corrugated tube in which ring-shaped concave portions and ring-shaped convex portions are alternately formed on the tube wall, and the sheath tube connection portion is provided at both ends of the joint body. Each corrugated sheath tube end is inserted into each, several packings are installed between the ring-shaped recess of each corrugated sheath tube end and the fitting body, and the corrugated sheath tube ends are inserted at both ends of the fitting body. A piping structure characterized in that a connection structure is used in which a fastener is attached to a ring-shaped recess of the part.
(3)請求項(2)において、各波付鞘管端部のリング
状凹部と継手本体との間に装着されるパッキングが2箇
であり、これらパッキングにおける奥方のパッキングが
他方のパッキングよりも高硬度とされ、留止具が各波付
鞘管端部を継手本体に全周または少くとも四方で支持す
る構成であであることを特徴とする配管構造。
(3) In claim (2), there are two packings installed between the ring-shaped recess at the end of each corrugated sheath pipe and the joint body, and the inner packing of these packings is deeper than the other packing. 1. A piping structure characterized by having high hardness and having a fastener configured to support each corrugated sheath tube end portion to a joint body around the entire circumference or at least on all four sides.
JP2238499A 1990-09-07 1990-09-07 Piping structure Expired - Lifetime JPH0747859B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2238499A JPH0747859B2 (en) 1990-09-07 1990-09-07 Piping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2238499A JPH0747859B2 (en) 1990-09-07 1990-09-07 Piping structure

Publications (2)

Publication Number Publication Date
JPH04118430A true JPH04118430A (en) 1992-04-20
JPH0747859B2 JPH0747859B2 (en) 1995-05-24

Family

ID=17031158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2238499A Expired - Lifetime JPH0747859B2 (en) 1990-09-07 1990-09-07 Piping structure

Country Status (1)

Country Link
JP (1) JPH0747859B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100515761B1 (en) * 2005-02-23 2005-09-16 주식회사 피아이피 Execute method of water pipe arrangement
JP2006257668A (en) * 2005-03-15 2006-09-28 Mirai Ind Co Ltd Installation method for joint or box in concrete wall, recess forming box body, and plate body

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5013584U (en) * 1973-06-05 1975-02-13
JPS5095791A (en) * 1973-12-25 1975-07-30
DE3047867A1 (en) * 1980-12-18 1982-07-01 Rasmussen Gmbh, 6457 Maintal Stub and socket pipe coupling - has location socket and external corrugations held together by radially acting self-locking clamp ring
JPS60159074U (en) * 1984-03-27 1985-10-23 タキロン株式会社 trap
JPS6362990A (en) * 1986-08-29 1988-03-19 住商メタレックス株式会社 Liquid-tight piping structure
JPS6362995A (en) * 1986-08-29 1988-03-19 東京瓦斯株式会社 Box for preventing leakage in liquid-feed pipe joint section, etc.
JPS6412191A (en) * 1987-07-01 1989-01-17 Mirai Ind Piping of fluid pipe and fluid pipe protector having slack holding section
JPH01199092A (en) * 1988-01-29 1989-08-10 Mirai Ind Co Ltd Piping structure of fluid pipe and fluid exhaust device therefor
JPH01310029A (en) * 1988-06-08 1989-12-14 Mirai Ind Co Ltd Sheath tube piping structure and sheath tube connecting fitting
JPH0279709A (en) * 1988-09-13 1990-03-20 Mirai Ind Co Ltd Drawing piping method of pipe from inside of slab and pipe drawing tool onto slab
JPH02128046A (en) * 1988-11-04 1990-05-16 Mirai Ind Co Ltd Pull-out piping method of pipe from inside to outside of slab and pull-out device therefor
JPH0369891A (en) * 1989-08-09 1991-03-26 Sekisui Chem Co Ltd Corrugated pipe
JPH0346302U (en) * 1989-08-07 1991-04-30

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5013584U (en) * 1973-06-05 1975-02-13
JPS5095791A (en) * 1973-12-25 1975-07-30
DE3047867A1 (en) * 1980-12-18 1982-07-01 Rasmussen Gmbh, 6457 Maintal Stub and socket pipe coupling - has location socket and external corrugations held together by radially acting self-locking clamp ring
JPS60159074U (en) * 1984-03-27 1985-10-23 タキロン株式会社 trap
JPS6362990A (en) * 1986-08-29 1988-03-19 住商メタレックス株式会社 Liquid-tight piping structure
JPS6362995A (en) * 1986-08-29 1988-03-19 東京瓦斯株式会社 Box for preventing leakage in liquid-feed pipe joint section, etc.
JPS6412191A (en) * 1987-07-01 1989-01-17 Mirai Ind Piping of fluid pipe and fluid pipe protector having slack holding section
JPH01199092A (en) * 1988-01-29 1989-08-10 Mirai Ind Co Ltd Piping structure of fluid pipe and fluid exhaust device therefor
JPH01310029A (en) * 1988-06-08 1989-12-14 Mirai Ind Co Ltd Sheath tube piping structure and sheath tube connecting fitting
JPH0279709A (en) * 1988-09-13 1990-03-20 Mirai Ind Co Ltd Drawing piping method of pipe from inside of slab and pipe drawing tool onto slab
JPH02128046A (en) * 1988-11-04 1990-05-16 Mirai Ind Co Ltd Pull-out piping method of pipe from inside to outside of slab and pull-out device therefor
JPH0346302U (en) * 1989-08-07 1991-04-30
JPH0369891A (en) * 1989-08-09 1991-03-26 Sekisui Chem Co Ltd Corrugated pipe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100515761B1 (en) * 2005-02-23 2005-09-16 주식회사 피아이피 Execute method of water pipe arrangement
JP2006257668A (en) * 2005-03-15 2006-09-28 Mirai Ind Co Ltd Installation method for joint or box in concrete wall, recess forming box body, and plate body

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