JPH0747859B2 - Piping structure - Google Patents

Piping structure

Info

Publication number
JPH0747859B2
JPH0747859B2 JP2238499A JP23849990A JPH0747859B2 JP H0747859 B2 JPH0747859 B2 JP H0747859B2 JP 2238499 A JP2238499 A JP 2238499A JP 23849990 A JP23849990 A JP 23849990A JP H0747859 B2 JPH0747859 B2 JP H0747859B2
Authority
JP
Japan
Prior art keywords
pipe
sheath
sheath pipe
corrugated
slab
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.)
Expired - Lifetime
Application number
JP2238499A
Other languages
Japanese (ja)
Other versions
JPH04118430A (en
Inventor
俊久 松島
隆司 ▲高▼橋
正春 矢田
久雄 近藤
宣彰 ▲高▼多
保廣 伊豆
茂 安藤
明彦 佐藤
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

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。
<Prior art> In indoor piping work, a sheath pipe is arranged along a predetermined piping route during the construction work of a building, and a water pipe (water supply / hot water supply) is installed in the sheath pipe at the time of construction work of the building. , Cold and hot water for cooling and heating, etc.), so-called sheath pipe method may be applied.

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。
Also, for water supply / hot water supply to scattered points, especially for water supply / hot water supply in hotels, buildings or large-scale houses, directly connect water supply / hot water supply pipes to the respective water supply / water supply locations from the water supply or hot water supply header. A header construction method that can guarantee a sufficient amount of water supply / hot water supply may be applied regardless of the distance between the water supply / hot water supply locations even during simultaneous water supply. In particular, this header construction method is a sheath pipe header construction method that uses the sheath pipe construction method. Is being actively adopted.

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、例えば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
付けてある。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′の底面に連結してある。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6
1′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
介して接続してある。
FIG. 6 shows a conventional piping structure using the sheath pipe header method. In FIG. 6, reference numeral 1'denotes a water supply / hot water supply header. Reference numeral 61 'denotes a water faucet device connection box for connecting a water faucet or other devices, for example, a water faucet box, which is attached to the back surface of the wall panel 51' at each water supply / hot water supply location. Reference numeral 3'denotes a sheath pipe arranged from the header 1'to each box for connecting faucet equipment 61 ', and both ends thereof are raised. On the side of the box 61', its upper end is connected to the bottom of the box 61 '. I am doing it. 4'is each sheath tube 3 '
It is a water pipe inserted in the inside, one end of each water pipe 4'is connected to each branch port 11 'of the header 1', and the other end is each box 6
1 ', and the other end thereof is connected to a curran 63' or a device (for example, a water heater, a heating and cooling device) outside the box through 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てある。特に給水・給湯先がユニ
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。
<Problems to be Solved> In the above piping structure, most of the sheath pipe is embedded in the slab, but both ends are arranged on the slab. Thus, after arranging the sheath pipe during the construction work of the building, both ends of the sheath pipe are left on the floor slab surface until the water pipe is drawn in during the facility work in the building. During that time, it often becomes an obstacle to construction. Especially when the water / hot water supply destination is a unit bath, it may be necessary to pass the sheath pipe directly under the waterproof pan of the unit bath.In this case, the length of the sheath pipe part laid on the slab becomes considerably long. ,
The above obstacles 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, only the slab-embedded sheath pipe portion is arranged at the time of the above-mentioned skeleton construction, and the slab upper sheath pipe portion is laid at the time of the water pipe construction at the time of facility construction, and the slab upper sheath pipe portion thus laid is It is meaningful to connect to the existing slab-buried sheath tube portion.

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
にド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 by the above-mentioned sheath pipe construction method, even if a water leak occurs in the water pipe, the leak can be received by the sheath pipe, and eventually it can be guided to the rising end portion of the sheath pipe. If the drain pan is attached to the above, the water leak can be treated without any problems, and the interior material of the building can be protected from the water leak.

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
得ず、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 connection between the above-mentioned slab-embedded sheath pipe portion and the slab-overlaid sheath pipe portion is performed in the same manner as the connection of a normal pipe / wiring duct, safe water reception by the sheath pipe cannot be guaranteed, and The advantage of the piping structure against the above-mentioned water leakage accident 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。
An object of the present invention is to facilitate connection between a slab-embedded sheath pipe part and a slab-embedded sheath pipe part while facilitating construction site work while maintaining the water leakage resistance of the pipe structure by the sheath pipe construction method. is there.

〈課題を解決するための手段〉 本発明に係る配管構造は、鞘管内に通水管を挿通してな
る配管において、鞘管が途中で継手により水密に接続さ
れていることを特徴とする構成である。
<Means for Solving the Problem> The piping structure according to the present invention has a configuration in which the sheath pipe is watertightly connected by a joint in the middle in the pipe formed by inserting the water passage pipe into the sheath pipe. is there.

〈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。<Description of Embodiments> 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。第1図
において、1は給水ヘッダーを示し、分岐口11,…を有
し、建物内の配管スペースに設置してある。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、ユニットバ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31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、水密構造としてある。5
はユニットバスである。42はスラブ上配設鞘管部分31と
ユニットバス側のスラブ埋設鞘管部分33との接続部を示
し、水密構造としてある。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であり、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に水密に連結してある。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に接続してある。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を連結してあ
る。64はボックスカバー、65は継手62の先端に螺合した
ロックナット、66はスペーサであり、袋ナット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に固定してある。
FIG. 1 is an explanatory view showing an embodiment of the present invention. In FIG. 1, reference numeral 1 denotes a water supply header, which has branch ports 11, ... And is installed in a piping space in a building. Reference numeral 2 denotes a water supply connection pipe, which connects the header 1 and a main pipe (not shown). Reference numeral 3 denotes a sheath pipe, which is composed of a slab burying portion 31 and slab upper laying portions 32 and 33. The slab burying portion 31 is arranged at the time of construction of the building frame, and the slab upper laying portions 32 and 33 are water pipe construction units. It will be installed in equipment work such as bus assembly work. For this sheath pipe, a corrugated plastic pipe in which ring-shaped concave portions and ring-shaped convex portions are alternately provided on the pipe wall can be used.
Reference numeral 41 denotes a connecting portion between the slab-embedded sheath pipe portion 31 and the header-side slab-arranged sheath pipe portion 32, which has a watertight structure. 5
Is a unit bath. Reference numeral 42 denotes a connecting portion between the sheath pipe portion 31 disposed on the slab and the slab-embedded sheath pipe portion 33 on the unit bath side, which has a watertight structure. 61 is a faucet box fixed to the back surface of the wall panel of the unit bath 5.
The slab-arranged sheath pipe portion 33 is erected toward, and the erected end is watertightly connected to the faucet box 61. 7 is sheath tube 3
It is a water pipe that has been drawn inside, and the water pipe end on the header side
70 is erected together with the sheath pipe portion 32, and the upper end of the water pipe end portion 70 is connected to the branch port 11 of the header 1. 8 is a sheath tube part
It is a drain pan attached to the upper end of 32. The end 71 of the water pipe 7 on the bus unit side is housed in a faucet box 61, and a curran 63 is connected to this water pipe end via an elbow joint 62. Reference numeral 64 is a box cover, 65 is a lock nut screwed onto the tip of the joint 62, and 66 is a spacer. By fastening 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 view showing the structure of the sheath pipe connecting portions 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
刻設してある。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
等しくしてある。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
圧縮状態で装着してある。46,46は継手本体の端部に螺
合した袋ナット、47は袋ナッ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てあ
る)を使用し袋ナット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のリング状凹溝に係止してある。
In FIG. 2A, reference numeral 43 denotes a joint main body, which has an annular protrusion 431 at the center of the inner surface of the cylindrical body, and screw grooves 432 are formed at both ends of the outer surface. Reference numerals 30 and 30 denote corrugated sheath tube ends, which are inserted into the joint body 43 until they come into contact with the annular protrusion 431. The inner diameter of the annular protrusion 431 is substantially equal to the inner diameter of the corrugated sheath tube 3. 44 and 45 are elastic packings, which are mounted 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 and 46 are cap nuts screwed to the end of the joint body, and 47 is a retainer housed in the cap nut, and is a tapered C-shaped ring (front view in FIG. 2B, FIG. 2C).
2B) is used to press the taper C-shaped ring 47 against the inner peripheral edge 433 of the end face of the joint body by tightening the cap nut 46, and the radial direction at the press-contacted portion. The ring 47 is reduced in diameter by a component force and is retained in the ring-shaped groove of the corrugated sheath tube end 30.

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を挟むテーパ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。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
付鞘管に袋ナット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、袋ナット46を締付ければよい。
In FIG. 2A, it is preferable that, of the packings 44, 45 mounted on each corrugated sheath tube end 30, the hardness of the inner packing 44 is higher than the hardness of the other packing 45.
Thus, the back end of the sheath tube end portion 30 can be stably supported on the joint body 43 by the high hardness packing 44.
Since the taper C-shaped ring 47 sandwiching 44 and the soft packing 45 supports the sheath tube on the joint body 43 over the entire circumference, when the moment acts on the sheath tube, the sheath tube has a certain degree of rigidity so that the joint body has some rigidity. Hard packing 44 even if you try to lean inside
Due to the stable two-point support state between the taper C-shaped ring 47 and the taper C-shaped ring 47, the inclination can be well prevented. 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 sealability of the packings 44, 45, especially the soft packing 45, can be well ensured. In order to assemble the connection part shown in FIG. 2A, after inserting the cap nut 46 into each corrugated sheath tube, the tapered C-shaped ring 47 is provided with a ring-shaped recess at a predetermined position (usually 3 to 5 from the corrugated sheath tube tip).
The soft packing 45 and the hard packing 44 are fitted into the ring-shaped recesses (usually the first and third to fourth ring-shaped recesses) at predetermined positions, respectively, and then the packing etc. The corrugated sheath pipe may be press-fitted into the joint body 43 so that the tip of the sheath pipe is brought into contact with the annular protrusion 431 of the joint body 43, and then the cap nut 46 may be 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44、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44,45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,…を継手本体端部の各孔433,…に嵌入させて
ある。
FIG. 3A shows another example of the sheath pipe connection structure used in the present invention, in which the corrugated sheath pipe ends 30, 30 are provided with a hard packing 44, a soft packing 45, and FIGS. 3A and 3C (see FIG. Figure 3B
C-rings 47 shown in C-C cross-section) are mounted at respective predetermined positions, and then the ends of the sheathed corrugated sheath tubes with packing or the like are packed into the joint body 43 and the C-shaped locking rings. Pressed against the elastic force of 47, each C type locking ring 47
, Are fitted into the respective holes 433, ... At the end of the joint body.

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、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を挾着し、各留止具47のU字両サイドを波付鞘
管のリング状凹部に係止してある。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 view showing another example of the sheath pipe connection structure used in the present invention, and FIG. 4B is bb in FIG. 4A.
In the cross-sectional view, the left and right slits 444, at a predetermined interval (usually one peak of the wave of the corrugated sheath tube), at each end of the joint body 43,
444 and upper and lower slits 445, 445 are perforated in different directions by 90 °, and each corrugated sheath tube end portion 30 equipped with the hard packing 44 and the soft packing 45 is press-fitted into the joint body 43, and the above-mentioned upper and lower slits 444, 444 and U-shaped clasps 47, 47 are attached to 445, 445, and both U-shaped sides of each clasp 47 are locked in the ring-shaped recess of the corrugated sheath tube. In this case, since the corrugated sheath tube end is supported from all sides by the fasteners 47, 47 on the joint body 43, the support state of the corrugated sheath tube end by the fastener 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、ポロエチレン、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、ポリカーボネット等の
硬質プラスチック、ERP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 fitting body 43 is made of vinyl chloride, polypropylene, polyethylene, polycarbonate, etc.
Metals such as brass and stainless steel, hard plastics such as polycarbonate and ERP can be used for each. O-rings, for example, can be used for the packings 44 and 45.
Any hollow can be used, and as the material, not only rubber but also plastic having excellent elasticity can be used.

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61
1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、47,47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 pipe. In FIG. 1, between the sheath pipe insertion tube portion 611 and the sheath pipe 3 of the faucet box 61. May be connected in the same manner as in FIGS. 2A, 3A and 4A. FIG. 5 shows the sheath pipe insertion tube portion 61 of the water faucet box 61.
An example of a watertight connection structure between 1 and the sheath tube 3 is shown, 44 is a hard packing, 45 is a soft packing, and 47, 47 are fasteners.

〈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、継手を用いて鞘管を接続してしるので、鞘管
を所望の位置・長さで接続できる。更に、建物の躯体工
事の際には、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た建築工事をス
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 if the sheath pipe is connected in the middle, the connecting part has a watertight structure by packing, so even if a water leak occurs in the water pipe in the sheath pipe, the leak is received by the sheath pipe and the rising sheath The leak can be led to the pipe end, and the leak can be treated without damaging the interior material of the building with a drain pan or the like. Moreover, since the sheath pipe is connected using the joint, the sheath pipe can be connected at a desired position and length. Furthermore, only the slab-embedded sheath tube portion can be placed during the construction work of the building, and the sheath tube portion laid over the slab can be placed during equipment work such as water pipe construction. After that, until the equipment construction, it is possible to smoothly proceed with the construction work in which obstacles on the floor slab are well removed.

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

第1図は本発明の一実施例を示す説明図、第2図A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す正面図、
第2図Cは第2図Aの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す正面
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A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、32,33……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 view showing an embodiment of the present invention, FIG. 2A is a longitudinal sectional view showing an example of a sheath pipe connecting portion used in the present invention, and FIG. 2B is a retainer in FIG. 2A. Front view,
2C is a cross-sectional view taken along the line CC of FIG. 2A, FIG. 3A is a cross-sectional view showing another example of the sheath pipe connecting portion used in the present invention, and FIG. 3B is shown in FIG. 3A. The front view which shows an anchor, FIG. 3C is sectional drawing in the CC line | wire of FIG. 3B, FIG. 4A is a partial cross section which shows another example of the sheath pipe connection part used in this invention. 4B is a cross-sectional view taken along line bb in FIG. 4A, and FIG. 5 is a cross-sectional view showing an example of a connecting portion between the faucet box and the sheath pipe used in the present invention. FIG. 6 is an explanatory view showing a conventional example. 3 ... Sheath pipe, 31 ... Slab buried sheath pipe part, 32, 33 ... Slab arrangement sheath pipe part, 4 ... Water pipe, 43 ... Joint body, 44 ...
… Hard packing, 45 …… soft packing, 47 …… stop fastener.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 ▲高▼橋 隆司 東京都港区元赤坂1丁目2番7号 鹿島建 設株式会社内 (72)発明者 矢田 正春 愛知県名古屋市中区新栄町2―14 鹿島建 設株式会社名古屋支店内 (72)発明者 近藤 久雄 愛知県名古屋市中区新栄町2―14 鹿島建 設株式会社名古屋支店内 (72)発明者 ▲高▼多 宣彰 愛知県名古屋市中区新栄町2―14 鹿島建 設株式会社名古屋支店内 (72)発明者 伊豆 保廣 愛知県名古屋市守山区森孝1丁目107番地 の3―135 (72)発明者 安藤 茂 滋賀県守山市播磨田町280番地の82 (72)発明者 佐藤 明彦 滋賀県栗太郡栗東町蜂屋214番地 (72)発明者 大西 国昭 滋賀県草津市西渋川2丁目11番30号 (56)参考文献 特開 平3−69891(JP,A) ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor ▲ Takahashi Ryuji Takahashi 1-2-7 Moto Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Masaharu Yata Shinei-cho, Naka-ku, Nagoya-shi, Aichi 2-14 Kashima Construction Co., Ltd., Nagoya Branch (72) Inventor Hisao Kondo 2-14 Shineicho, Naka-ku, Nagoya, Aichi Prefecture 2-14 Kashima Construction Co., Ltd., Nagoya Branch (72) Inventor ▲ Taka ▼ Noriaki Aichi Nagoya 2-14 Shin-eicho, Naka-ku, Kashima Construction Co., Ltd., Nagoya Branch (72) Inventor Hozu, Hirohiro 3-135, 1-107, Moritaka, Moriyama-ku, Nagoya-shi, Aichi Prefecture Inventor Shigeru Ando Moriyama-shi, Shiga Prefecture 82 280 Harimatacho (72) Inventor Akihiko Sato 214 Hachiya, Ritto-cho, Kurita-gun, Shiga Prefecture (72) Inventor Kuniaki Onishi 2-11-30 Nishishibukawa, Kusatsu City, Shiga Prefecture Reference 56 -69891 (JP, A)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】鞘管内に通水管を挿通してなる配管におい
て、鞘管が途中で継手により水密に接続されていること
を特徴とする配管構造。
1. A pipe structure in which a water pipe is inserted into a sheath pipe, wherein the sheath pipe is connected in a watertight manner by a joint midway.
【請求項2】スラブ埋設部の両側にスラブ上敷設部が存
在する鞘管内に通水管を挿通してなる配管において、鞘
管がスラブ埋設鞘管部と各スラブ上敷設鞘管部との間で
継手により水密に接続されていることを特徴とする配管
構造。
2. A pipe in which a water pipe is inserted into a sheath pipe having slab upper laid portions on both sides of the slab buried portion, wherein the sheath pipe is between the slab embedded sheath pipe portion and each slab upper laid sheath pipe portion. Piping structure characterized by being watertightly connected by a joint.
【請求項3】請求項(1)または(2)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、継手による鞘管の水密な接続に
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。
3. The corrugated pipe according to claim 1 or 2, wherein a corrugated pipe having ring-shaped concave portions and ring-shaped convex portions alternately formed on the pipe wall is used as the sheath pipe. For such connection, each corrugated sheath tube end is inserted into each of both ends of the joint body, and several packings are mounted between the ring-shaped recess of each corrugated sheath tube end and the joint body. A piping structure characterized in that a connecting structure is used at both ends of the joint body, in which fasteners that engage with the ring-shaped recesses of the corrugated sheath pipe end are attached.
【請求項4】請求項(3)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個であり、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なくとも四方
で支持する構成であることを特徴とする配管構造。
4. The packing according to claim 3, wherein there are two packings mounted between the ring-shaped recess at each corrugated sheath tube end and the joint body, and the inner packing of these packings is the other packing. A pipe structure having a hardness higher than that of the present invention, and the clasp is configured to support each corrugated sheath tube end portion on the joint main body over the entire circumference or at least 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 JPH04118430A (en) 1992-04-20
JPH0747859B2 true 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)

Families Citing this family (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

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5013584U (en) * 1973-06-05 1975-02-13
JPS5544528B2 (en) * 1973-12-25 1980-11-12
DE3047867C2 (en) * 1980-12-18 1982-09-16 Rasmussen Gmbh, 6457 Maintal Pipe connection
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
JPH0615912B2 (en) * 1986-08-29 1994-03-02 東京瓦斯株式会社 Box for liquid supply pipes
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
JPH0650012B2 (en) * 1988-11-04 1994-06-29 未来工業株式会社 Pipe drawing method from inside the slab to outside the slab and pipe drawing tool used therefor
JPH0346302U (en) * 1989-08-07 1991-04-30
JPH0369891A (en) * 1989-08-09 1991-03-26 Sekisui Chem Co Ltd Corrugated pipe

Also Published As

Publication number Publication date
JPH04118430A (en) 1992-04-20

Similar Documents

Publication Publication Date Title
US4920582A (en) Universal waste and overflow drain assembly
US5564463A (en) Cover assembly for covering undersink piping
US20080196161A1 (en) Flexible Bathtub Waste Pipe Assembly for Bathtubs and the Like
AU4305199A (en) Composite pipes, pipe system and the use of composite pipes for conducting water
JPH0747859B2 (en) Piping structure
JPH09125672A (en) Fixing method of plastic pipe
JPH1194170A (en) Piping header and piping unit
JP3625510B2 (en) Piping structure
JP2002322692A (en) Method and structure for laying hot/cold water feed pipe
JPH1096486A (en) Pipe fitting used in light partition wall
JP2003129539A (en) Drain pipe equipment and inside drainage basin
JPH10274381A (en) T type joint covered with cover covering joint
JP2001090894A (en) Header for fluid distribution
JPH09100956A (en) Tube joint
JP2670423B2 (en) Elbow fixing device
JP2587977B2 (en) Fluid pipe piping method, fluid pipe terminal fixing device and terminal fixing joint used therefor
JP2539019Y2 (en) Piping structure in buildings
JPH032797Y2 (en)
JP2003027536A (en) Water supply piping structure for base-isolated building
JPH0533835Y2 (en)
JP2549749Y2 (en) Pipe fittings
JPH1182855A (en) T-joint protected by cushioning material coating
JPH0419490A (en) Method for connecting waved tube
JPH08261369A (en) Fitting and building unit having the fitting
JPH1073175A (en) Stainless steel valve for corrosion/earthquake resistant piping

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090524

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090524

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100524

Year of fee payment: 15

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110524

Year of fee payment: 16

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110524

Year of fee payment: 16