JPS6272978A - Method of piping fluid transport pipe - Google Patents
Method of piping fluid transport pipeInfo
- Publication number
- JPS6272978A JPS6272978A JP21185685A JP21185685A JPS6272978A JP S6272978 A JPS6272978 A JP S6272978A JP 21185685 A JP21185685 A JP 21185685A JP 21185685 A JP21185685 A JP 21185685A JP S6272978 A JPS6272978 A JP S6272978A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- floor
- pipes
- piping
- gas transport
- 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
Links
- 239000012530 fluid Substances 0.000 title claims description 17
- 238000000034 method Methods 0.000 title claims description 7
- 230000001681 protective effect Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 238000005192 partition Methods 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000010960 cold rolled steel Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Supports For Pipes And Cables (AREA)
- Pipeline Systems (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、たとえばコンクリート構造の戸建住宅におけ
る流体輸送管の配管方法に関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for piping fluid transport pipes in, for example, single-family houses of concrete construction.
背景技術
従来からコンクリート構造の戸建住宅にガス輸送管の配
管を行なうにあたっては、躯体を建てた後、すなわち床
の設置後ではコンクリ−）２ｔｉｉ！！の通気口が小さ
く、しかも床下の狭い空間を配管作文者が移動すること
ができない。そこで躯体を建てる前にコンクリート基礎
の空間にガス輸送管を予め配管し、床が設置された後に
、そのびス輸送管を継手などを介して床上に設置される
がスコツクに接続するようにしている。BACKGROUND TECHNOLOGY Conventionally, when installing gas transmission pipes in a single-family house with a concrete structure, it is necessary to install the concrete after the frame is erected, that is, after the floor is installed. ! The ventilation openings are small, and the plumbing writer cannot move through the narrow space under the floor. Therefore, before building the frame, gas transport pipes are installed in the space of the concrete foundation, and after the floor is installed, the gas transport pipes are connected to the skotsukku, which is installed on the floor via joints etc. There is.
発明が解決しようとす、る問題点
このような先行技術では、ｌＩ体工事中にコンクリート
基礎に配管されたガス輸送管を傷つけたり、破損したり
するおそれがある。Problems to be Solved by the Invention With such prior art, there is a risk that the gas transport pipe installed in the concrete foundation may be damaged or damaged during construction of the II structure.
本発明の目的は、上述の技術的課題を解決し、簡単な構
成で、躯体工事中において流体輸送管が傷つかないよう
に保護し、かつ配管作業の効率を高めることができるよ
うにした流体輸送管の配管方法を提供することである。The purpose of the present invention is to solve the above-mentioned technical problems, to provide a fluid transport system that has a simple structure, protects fluid transport pipes from damage during construction, and improves the efficiency of piping work. An object of the present invention is to provide a pipe piping method.
問題点を解決するための手段
本発明は、コンクリート基礎の空間の予め定めた位置に
、可撓性を有する保護管を配管し、この保護管内に流体
を輸送するための管を挿入し、床の股５！Ｆ後に保護管
を回収し、前記流体輸送管を床上で継手を介して接続す
ることを特徴とする流体輸送管の配管方法である。Means for Solving the Problems The present invention provides a flexible protection pipe that is installed in a predetermined position in a concrete foundation space, a pipe for transporting fluid that is inserted into the protection pipe, and a floor Crotch 5! This fluid transport pipe piping method is characterized in that the protective pipe is recovered after F, and the fluid transport pipe is connected via a joint on the floor.
作 用
本発明に従えば、コンクリート基礎の空間に保ｉｌ管を
予め定めた位置にもたらすとともに、この保護管内に流
体輸送管を挿入するようにし、これによって躯体工事中
において流体輸送管が傷つけられたり、破損したりする
ことを防ぐようにしたものである。また床下の狭い空間
での配管作業を省くとともに、保護管のみを回収するこ
とがでさるようにしたものである。According to the present invention, the oil storage pipe is brought to a predetermined position in the space of the concrete foundation, and the fluid transport pipe is inserted into this protection pipe, thereby preventing the fluid transport pipe from being damaged during the construction work. This is to prevent it from being damaged or damaged. It also eliminates piping work in the narrow space under the floor and makes it possible to collect only the protective tube.
実施例 ＰｊＳｉ図は、本発明の一実施例の斜視図である。Example The PjSi diagram is a perspective view of an embodiment of the present invention.
躯体工事に先立って形成されるコンクリート基礎１は、
たとえば外枠部分２と、仕切り部分３．４とから成る。The concrete foundation 1 that is formed prior to the frame work is
For example, it consists of an outer frame part 2 and a partition part 3.4.
外枠部分２には、配管用貫通口５および通気孔６が形成
され、本実施例では配管用貫通口５を、〃ス輸送管１１
〜１３および保護￥ｆ２１〜２３の挿入口として用いる
。仕切り部分３には、２個の挿通孔７，８が形成され、
仕切り部分４には２個の挿通孔９，１０がそれぞれ形成
される。コンクリート基［１が形成された後、流体なと
えば都市ガスを輸送するガス輸送管１１，１２゜１３が
それぞれ挿入されている保護管２１，２２゜２３を、Ｐ
ＩＳ１図に示されるようにコンクリート基礎１の空間の
予め定められた位置に配管する。本実施例では、〃ス輸
送管１１が挿入された保護管２１を、配管用貫通口５か
ら仕切り部分３の挿通孔７を通しで、外枠部分２の内壁
に固着された釘１４に延ばす。また〃ス輸送管１２が挿
入された保護管２２を、仕切部分３，４の各挿通孔８，
１０を通して、外枠部分２の釘１５に延ばし、またガス
輸送管１３が挿入された保７ａ管２３を、仕切部分４の
挿通孔９を通して外枠部分２の釘１６に延ばす。これら
釘１４〜１６は、床上のガスフック取付位置にそれぞれ
対応する位置にそれぞれ固着されている。A piping through hole 5 and a ventilation hole 6 are formed in the outer frame portion 2. In this embodiment, the piping through hole 5 is connected to the gas transport pipe 11.
Used as an insertion port for ~13 and protection ¥f21~23. Two insertion holes 7 and 8 are formed in the partition portion 3,
Two insertion holes 9 and 10 are formed in the partition portion 4, respectively. After the concrete base [1] is formed, the protective pipes 21, 22, 23 into which the gas transport pipes 11, 12, 13 for transporting a fluid such as city gas are inserted, respectively, are
As shown in the IS1 diagram, pipes are installed at predetermined positions in the space of the concrete foundation 1. In this embodiment, the protective tube 21 into which the gas transport pipe 11 has been inserted is extended from the piping through-hole 5 through the insertion hole 7 of the partition part 3 to the nail 14 fixed to the inner wall of the outer frame part 2. . In addition, the protective tube 22 into which the gas transport tube 12 has been inserted is
10 and extends to the nail 15 of the outer frame part 2, and the storage pipe 23 into which the gas transport pipe 13 is inserted is extended to the nail 16 of the outer frame part 2 through the insertion hole 9 of the partition part 4. These nails 14 to 16 are fixed at positions corresponding to the gas hook attachment positions on the floor, respectively.
、＋？ス輸送’１７１１〜１３は、ステンレス製の７レ
シキプル管によって構成されており、保護管２１〜２３
は、たとえば冷間圧延帯鋼などから成る可！１電線管に
よって構成されている。ガス輸送管１１〜１３の各先端
部には、鋼状のパイプグリップ１８がそれぞれ装着され
る。パイプグリップ１８には、７ツク２０が取付けられ
ており、このフック２０は、前記釘１４〜１６に個゛別
的に掛合される。パイプグリップ１８によって、〃ス輸
送管１１〜１３の各先端部は、第２図で示されるように
外枠部分２の内壁上部に保持される。,+? The gas transport '1711-13 is composed of 7 reciprocal tubes made of stainless steel, and the protection tubes 21-23
can be made of, for example, cold-rolled steel strip. 1 conduit. A steel pipe grip 18 is attached to each tip of the gas transport pipes 11 to 13. Seven hooks 20 are attached to the pipe grip 18, and the hooks 20 are individually engaged with the nails 14-16. The pipe grips 18 hold the distal ends of the gas transport pipes 11 to 13 at the upper part of the inner wall of the outer frame portion 2, as shown in FIG.
このようにコンクリート基礎１の空間に予め配ｌＩ？さ
れるガス輸送管１１〜１３を、保護管２１〜２３によっ
てそれぞれ覆うようにしたので、コンクリート基ｖ！ｉ
１上に躯体が建てられる際に、〃ス輸送７１’ｌｌ〜１
３に傷がついたり、あるいは破損したりすることが防が
れる。Is it pre-arranged in the space of concrete foundation 1 like this? Since the gas transport pipes 11 to 13 covered by the protective pipes 21 to 23 are respectively covered by the concrete base v! i
When the frame is erected on 1, the space transport 71'll~1
3 from being scratched or damaged.
躯体工事によって床５０が設置された後には、第３図で
示されるように、フッタ一部２５から壁２６の取付は孔
２７を介してガス輸送管１１を床５０の上方に引き出す
０次にこの〃ス輸送管１１を、継手２８（第６図参照）
を介してガスコック１７に接続する。他のがス輸送Ｗ１
２，１３に関しでも同様に別のガスコック（図示せず）
に接続されるものとする。このとき第４図で示される上
うに、外枠部分２の配管用貫通口５ｇから保：ｌ！管２
１〜２３のみを外部に引き出して回収する。保護管２１
〜２３は可視型ｍ管であるため、その引き出し作！を極
めて穿易に行なうことができる。保護管２１〜２３を引
き出して回収した後、ｍ ５図で示されるように、外枠
部分２に沿って設置したヘッダー５２と、〃入輸送管１
１〜１３とをそれぞれ継手２８ａを介して接続し、配管
用貫通口５およびヘッダー５２をヘラグーカバー５１に
よって覆っておく。After the floor 50 is installed by the frame work, as shown in FIG. Connect this gas transport pipe 11 to the joint 28 (see Figure 6).
It is connected to the gas cock 17 via. Other transport W1
Similarly, for 2 and 13, another gas cock (not shown) is used.
shall be connected to. At this time, as shown in FIG. 4, from the piping through-hole 5g of the outer frame portion 2: tube 2
Only 1 to 23 are pulled out and collected. Protection tube 21
~23 is a visible m tube, so it's a highlight! This can be done extremely easily. After pulling out and collecting the protection tubes 21 to 23, as shown in Figure m5, the header 52 installed along the outer frame portion 2 and the
1 to 13 are connected to each other via joints 28a, and the piping through-hole 5 and header 52 are covered with a hella goo cover 51.
ガス輸送管１１は、萌述のように第６図で示されるよう
に、継手２８を介してガスコック１７に接続される。こ
のとき継手２８を継手カバー３０によって覆うとともに
、〃ス輸送管１１〜１３の先端部付近を比較的短いカバ
ー管３１によって覆う。The gas transport pipe 11 is connected to the gas cock 17 via a joint 28, as shown in FIG. 6 as described above. At this time, the joint 28 is covered with a joint cover 30, and the vicinity of the tips of the gas transport pipes 11 to 13 are covered with a relatively short cover pipe 31.
次に〃スフツク１フを取付は孔２７内に押し込み、ビス
などによって取付孔２７に取付けた後、第７図で示され
るように、モルタル３２をフッタ一部２５内に充填する
。〃久楡送！Ｐ１１は、カバ一管３１によってモルタル
３２から保護される。Next, after the foot 1 is pushed into the mounting hole 27 and attached to the mounting hole 27 with screws or the like, mortar 32 is filled into the footer part 25, as shown in FIG. 〃Kyuen send! P11 is protected from the mortar 32 by a cover tube 31.
このようなガス輸送管１１の接続構造は、他のガス輸送
管１２．１３に関しても同様である。The connection structure of the gas transport pipe 11 is the same for the other gas transport pipes 12, 13.
本実施例では、１階の床５０の配管について述べている
が、２階の配管についても同様であり、長いガス輸送管
を壁内に予め埋設されたさや管内に挿入し、このがス輸
送管を１階のフッタ一部から２階に引き上げて、上記し
たようなガスコックとの接続作業を行なえばよい。In this embodiment, the piping on the floor 50 on the first floor is described, but the same applies to the piping on the second floor. A long gas transport pipe is inserted into a sheath pipe buried in the wall in advance, and this gas transport pipe is The pipe can be pulled up from a part of the footer on the first floor to the second floor and connected to the gas cock as described above.
本発明に従うガス輸送管１１〜１３の配管方法では、予
めコンクリート基礎１内に、保護管２１〜２３を配管し
、これらの保ｗＩ管２１〜２３内にガス輸送管１１〜１
３を個別的に挿入するようにしたので、床下などの狭い
空間を人間が移動するごとなしに配管を行なうことがで
きる。またがス輸送管１１〜１３が躯体工事中に傷つけ
られたりするおそれがな（なるので、ガス輸送管１１〜
１３の品質の信頼を得ることができ、安全性が高められ
る。またガス輸送管１１〜１３を〃スフツク１フに接続
するときに、保護Ｉｒ！２１〜２３のみを配管用貫通口
５から外部に引き出して回収するようにしたので、保護
管２１〜２３の再使用が可能となり、極めて経済的であ
る。In the piping method for the gas transport pipes 11 to 13 according to the present invention, the protection pipes 21 to 23 are installed in advance in the concrete foundation 1, and the gas transport pipes 11 to 1 are installed in these storage pipes 21 to 23.
3 are inserted individually, so piping can be installed without the need for a person to move through a narrow space such as under the floor. In addition, there is no risk that the gas transport pipes 11 to 13 will be damaged during the construction work.
13 quality can be trusted and safety is enhanced. Also, when connecting the gas transport pipes 11 to 13 to the valve 1, protect Ir! Since only the protective tubes 21 to 23 are pulled out from the piping through-hole 5 and collected, the protective tubes 21 to 23 can be reused, which is extremely economical.
本発明の他の実施例として、保護管２１〜２３を回収せ
ず、ガス輸送管１１〜１３を覆った状態でそのままコン
クリート基ｆ１内に放置するようにしてもよい。As another embodiment of the present invention, the protection pipes 21 to 23 may not be collected and the gas transport pipes 11 to 13 may be left covered in the concrete base f1 as they are.
前記実施例では、可撓電線管によって保ＩＩ管２１〜２
３を構成したけれども、これに限定されず、その他の可
撓性を有する合成樹脂ｇｌ管がら構成されてもよい。In the above embodiment, the storage II pipes 21 to 2 are connected by flexible conduit pipes.
3, however, the present invention is not limited thereto, and may be constructed from other flexible synthetic resin GL tubes.
本発明に従う液体輸送管の配管方法は、ガス輸送管だけ
でなく、その池水道管などに関しても実施されることが
できる。The piping method for liquid transport pipes according to the present invention can be implemented not only for gas transport pipes but also for pond water pipes and the like.
効 果
以上のように本発明によれば、コンクリート基礎の空間
に可撓性を有する保ｉｉ管を予め定めた位置にもたらし
ておき、この保Ｉ’ｌｌ？内に流体を輸送するための流
体輸送管を挿入し、床の設置後に流体輸送管を床上で継
手を介して接続するヱうにしたことによって、流体輸送
管が躯体工事中に傷つけられたり、破損したりすること
が防がれる。また床下などの狭い空間での配管作業を行
なう必要がないので、作業性が着しく向上する。Effects As described above, according to the present invention, a flexible storage pipe is brought to a predetermined position in the space of a concrete foundation, and this storage pipe is placed in a predetermined position. By inserting a fluid transport pipe to transport fluid inside the building, and connecting the fluid transport pipe via a joint on the floor after the floor is installed, there is no possibility that the fluid transport pipe will be damaged or damaged during construction work. This will prevent you from doing anything. Furthermore, since there is no need to perform piping work in a narrow space such as under the floor, work efficiency is significantly improved.
第１図は本発明の一実施例の斜視図、償２閏はコンクリ
ート基礎１にガス輸送管１１を保持させた状態を示す図
、第３図はガス輸送管１１を床上に引き出しな状態を示
す図、第４図は保護管２１−・２３を引き出す状態を示
す図、第５図はへラグ−カバで５１を取付けた状態を示
す図、ｆｊＳ６図はガス輸送管１１をガスフック１７に
接続した状態を示す図、Ｐｔ５Ｔ図はｒ２２．６に〃ス
フツク１７を取付けた状態を示す図である。
１・・・コンクリート基礎、２・・・外枠部分、１１〜
１３・・・ガス輸送管、２１〜２３・・・保：ＪＬ管、
２５・・・フッタ一部、２Ｇ・・・壁、２８・・・継手
、５ｏ・・・床、５１・・・ヘラグーカバー
代理人 弁理士 画数 圭一部
第２図
第３図
第４図
第５図
第６図Fig. 1 is a perspective view of an embodiment of the present invention, Fig. 2 shows a state in which the gas transport pipe 11 is held on the concrete foundation 1, and Fig. 3 shows a state in which the gas transport pipe 11 is not pulled out above the floor. 4 is a diagram showing the state in which the protective tubes 21- and 23 are pulled out, FIG. The Pt5T diagram is a diagram showing the state in which the suspension 17 is attached to r22.6. 1... Concrete foundation, 2... Outer frame part, 11~
13...Gas transport pipe, 21-23...Main: JL pipe,
25...Part of the footer, 2G...Wall, 28...Joint, 5o...Floor, 51...Heragoo cover agent patent attorney Number of strokes Keiichi part 2 figure 3 figure 4 figure 5 Figure 6
Claims (1)
有する保護管を配管し、この保護管内に流体を輸送する
ための管を挿入し、床の設置後に保護管を回収し、前記
流体輸送管を床上で継手を介して接続することを特徴と
する流体輸送管の配管方法。A flexible protection pipe is installed at a predetermined position in the concrete foundation space, a pipe for transporting fluid is inserted into this protection pipe, and the protection pipe is recovered after the floor is installed, and the fluid transport is carried out. A fluid transport pipe piping method characterized by connecting pipes on the floor via joints.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21185685A JPS6272978A (en) | 1985-09-24 | 1985-09-24 | Method of piping fluid transport pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21185685A JPS6272978A (en) | 1985-09-24 | 1985-09-24 | Method of piping fluid transport pipe |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6272978A true JPS6272978A (en) | 1987-04-03 |
| JPH0554596B2 JPH0554596B2 (en) | 1993-08-12 |
Family
ID=16612728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21185685A Granted JPS6272978A (en) | 1985-09-24 | 1985-09-24 | Method of piping fluid transport pipe |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6272978A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001132869A (en) * | 1999-11-05 | 2001-05-18 | Takasago Thermal Eng Co Ltd | Embedded structure of heat transfer pipe |
-
1985
- 1985-09-24 JP JP21185685A patent/JPS6272978A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001132869A (en) * | 1999-11-05 | 2001-05-18 | Takasago Thermal Eng Co Ltd | Embedded structure of heat transfer pipe |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0554596B2 (en) | 1993-08-12 |
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