JP4532510B2 - Inner pipe steadying structure of double pipe, fixing method and construction method thereof - Google Patents
Inner pipe steadying structure of double pipe, fixing method and construction method thereof Download PDFInfo
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- JP4532510B2 JP4532510B2 JP2007008300A JP2007008300A JP4532510B2 JP 4532510 B2 JP4532510 B2 JP 4532510B2 JP 2007008300 A JP2007008300 A JP 2007008300A JP 2007008300 A JP2007008300 A JP 2007008300A JP 4532510 B2 JP4532510 B2 JP 4532510B2
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Description
本発明は、水撃(ウォーターハンマー)による騒音を防止する二重配管の内管振れ止め構造並びにその固定方法及び施工方法に関するものである。 The present invention relates to a double pipe inner pipe steadying structure for preventing noise caused by water hammer (water hammer), a fixing method thereof, and a construction method thereof.
近年、建物内に給水又は給湯用の配管を布設する際には、さや管ヘッダー工法が広く用いられている。この工法では、樹脂製の波付き管よりなるさや管に、給水又は給湯用の樹脂製内管を挿入した二重配管が使用される。このような二重配管を建物内に布設して給水又は給湯に供した場合、水栓が急に閉じられた時などに発生する水撃(水圧の急上昇)により、内管がさや管内で振れ、さや管内面に衝突して騒音を発生するという問題がある。この問題を解消するには、さや管と内管の間に緩衝材を介在させ、内管がさや管内面に衝突しないようにすることが有効である(特許文献1、2) In recent years, when pipes for water supply or hot water supply are laid in a building, the sheath pipe header method is widely used. In this construction method, a double pipe in which a resin inner pipe for water supply or hot water supply is inserted into a sheath pipe made of a corrugated pipe made of resin is used. When such a double pipe is laid in a building and used for water supply or hot water supply, the inner pipe may sway in the sheath due to water hammer (rapid increase in water pressure) that occurs when the faucet is suddenly closed. There is a problem that the sheath collides with the inner surface of the pipe and generates noise. In order to solve this problem, it is effective to interpose a buffer material between the sheath tube and the inner tube so that the inner tube does not collide with the sheath inner surface (Patent Documents 1 and 2).
しかしながら、さや管と内管の間に緩衝材を介在させることは、緩衝材の分だけコスト高になるだけでなく、緩衝材をさや管の内部に引き込む作業も面倒である。また、さや管と内管の間に緩衝材を介在させると、さや管と内管の間のクリアランスがなくなるため、内管をさや管に挿入するときに、挿入が難しくなる。さらに、内管を引き抜いて更新する際に、緩衝材が破れて詰まってしまい、内管の引き抜きができなくなる場合も生じている。 However, interposing a cushioning material between the sheath tube and the inner tube not only increases the cost by the amount of the cushioning material, but it is also troublesome to draw the cushioning material into the sheath tube. In addition, if a cushioning material is interposed between the sheath tube and the inner tube, there is no clearance between the sheath tube and the inner tube, so that insertion becomes difficult when the inner tube is inserted into the sheath tube. Furthermore, when the inner pipe is pulled out and renewed, the buffer material is broken and clogged, and the inner pipe cannot be pulled out.
本発明の目的は、以上のような問題点に鑑み、緩衝材を使用することなく、水撃発生時の内管の振れを抑制できる二重配管の内管振れ止め構造並びにその固定方法及び施工方法を提供することにある。 In view of the above problems, an object of the present invention is a double pipe inner pipe steadying structure capable of suppressing the fluctuation of the inner pipe when water hammer occurs without using a buffer material, and a fixing method and construction thereof. It is to provide a method.
本発明に係る二重配管の内管振れ止め構造は、さや管内に給水又は給湯用の内管を挿入した二重配管において、前記さや管として、軸線方向に伸縮可能で、伸ばした状態では内径が内管の外径より大きく、縮めた状態では伸ばした状態より内径が小さくなる波付き管を用い、伸ばした状態のさや管の少なくとも1箇所にさや管を軸線方向に縮めた収縮部分を設け、この収縮部分で内管の振れを抑制することを特徴とするものである。 The inner pipe steadying structure of the double pipe according to the present invention is a double pipe in which an inner pipe for water supply or hot water supply is inserted into the sheath pipe, and the sheath pipe can be expanded and contracted in the axial direction. Using a corrugated tube whose inner diameter is larger than the outer diameter of the inner tube and whose inner diameter is smaller than the expanded state in the contracted state, a contracted portion in which the sheath tube is contracted in the axial direction is provided in at least one position of the expanded sheath In this contraction portion, the shake of the inner tube is suppressed.
本発明に係る二重配管の内管振れ止め構造においては、さや管の収縮部分の内周面を内管に接触させることが好ましい。 In the inner pipe steadying structure of the double pipe according to the present invention, it is preferable that the inner peripheral surface of the contracted portion of the sheath pipe is brought into contact with the inner pipe.
本発明に係る二重配管の内管振れ止め構造においては、さや管の収縮部分の両端又は全長を、当該収縮部分が伸びないように固定部材で固定しておくことが好ましい。固定部材としては、例えば金属製又は合成樹脂製の半割り固定部材を使用することができるが、建物の壁や床などの構造物に固定するサドルを使用することもできる。 In the inner pipe steadying structure of the double pipe according to the present invention, it is preferable to fix both ends or the entire length of the contracted portion of the sheath tube with a fixing member so that the contracted portion does not extend. As the fixing member, for example, a half fixing member made of metal or synthetic resin can be used, but a saddle for fixing to a structure such as a wall or floor of a building can also be used.
また、本発明に係る二重配管の固定方法は、上記のように構成された内管振れ止め構造を有する二重配管を、さや管の収縮部分で、建物の壁や床などの構造物に固定することを特徴とするものである。 The double pipe fixing method according to the present invention is a double pipe having an inner pipe steady structure constructed as described above, which is a contracted portion of the sheath pipe and is applied to a structure such as a building wall or floor. It is characterized by being fixed.
また、本発明に係る給水又は給湯用配管の施工方法は、上記の固定方法を利用して給水又は給湯用配管を施工することを特徴とするものである。 Moreover, the construction method of the piping for water supply or hot water supply which concerns on this invention is characterized by constructing piping for water supply or hot water supply using said fixing method.
本発明によれば、さや管の一部を縮めることにより、さや管の内径を小さくして内管の振れを抑制するので、緩衝材を使用することなく、水撃発生時の内管の振れを抑制できる。したがって緩衝材を必要としない分、コストを低減できると共に、内管の挿入や、内管を更新する際の内管の引き抜きを容易に確実に行うことができる。 According to the present invention, by shrinking a part of the sheath tube, the inner diameter of the sheath tube is reduced and the inner tube is prevented from being shaken. Can be suppressed. Therefore, the cost can be reduced as much as the cushioning material is not required, and the inner tube can be inserted and the inner tube can be easily pulled out when the inner tube is renewed.
また、さや管の収縮部分の内周面を内管に接触させれば、内管の振れをより確実に抑制することができ、騒音防止効果がより確実になる。 Further, if the inner peripheral surface of the contracted portion of the sheath is brought into contact with the inner tube, the shake of the inner tube can be more reliably suppressed, and the noise prevention effect becomes more reliable.
また、さや管の収縮部分の両端又は全長を固定部材で固定しておけば、収縮部分が伸びる(内径が大きくなる)のを防止できるため、騒音防止効果を長期にわたって維持することができる。 Further, if both ends or the entire length of the contracted portion of the sheath tube are fixed with a fixing member, the contracted portion can be prevented from extending (inner diameter is increased), so that the noise preventing effect can be maintained over a long period of time.
また、本発明の固定方法によれば、さや管の収縮部分が伸びないように固定すると共に、さや管の収縮部分を建物の壁や床などに固定することができる。 Further, according to the fixing method of the present invention, it is possible to fix the contracted portion of the sheath and the contracted portion of the sheath and the like to the wall or floor of the building.
また、本発明の施工方法によれば、特別な部材を必要とせずに、さや管中の内管の振れ止めを行うと共に、建物の壁や床などの構造物への固定を行いながら、二重配管の施工を行うことができるため、給水又は給湯配管の簡単で効率的な工事を行うことが可能となる。 In addition, according to the construction method of the present invention, the inner pipe in the sheath pipe is steady without fixing any special member, and is fixed to the structure such as the wall or floor of the building. Since heavy piping can be constructed, simple and efficient construction of water supply or hot water supply piping can be performed.
図1及び図2は本発明の一実施形態を示す。図1は二重配管11を流し台13に向けて布設した例を示している。15は水栓、17は元栓、19は建物の床、21は床下スラブ、23は壁である。
1 and 2 show an embodiment of the present invention. FIG. 1 shows an example in which the double pipe 11 is laid toward the
二重配管11は、図2に示すように、さや管25内に給水又は給湯用の内管27を挿入したものである。さや管25は、軸線方向に伸縮可能で、伸ばした状態では内径が内管27の外径より大きく、縮めた状態では伸ばした状態より内径が小さくなる蛇腹状の波付き管で構成されている。内管27は従来と同じ直管である。さや管25は例えばポリエチレン製であり、内管27は例えば架橋ポリエチレン製である。さや管25は伸ばした状態で布設されるが、その一部にさや管を軸線方向に縮めた収縮部分25aを設けると、収縮部分25aの内径が小さくなるので、その部分で内管27の径方向の動きが制限され、内管27の振れを抑制することができる。
As shown in FIG. 2, the double pipe 11 is obtained by inserting an
例えば、内管27の外径が17mmの場合、伸ばした状態のさや管25の内径は18mmである。このさや管25は、内管を挿入しない状態で軸線方向に縮めると、内径を16mmまで小さくできるように形成されている。したがって、さや管25に内管27を挿入して、さや管25の一部を縮めると、収縮部分25aの内周面は内管27の外周面と接触する状態となる。なお、収縮部分25aの内周面は内管27の外周面との間に若干の隙間がある状態であってもよい。上記のような状態になれば、内管27の径方向の動きを制限でき、水撃発生時に内管27の振れによる騒音を防止できる。
For example, when the outer diameter of the
水撃発生時の内管27の振れによる騒音は、二重配管11の曲がり部などで発生しやすい。したがって、例えば図1のように、二重配管11が床下スラブ21から流し台13に向けて立ち上がる所等では、二重配管11の曲がり部11aの両側に、さや管の収縮部分25aを設けるとよい。このようにすれば、曲がり部11aでの内管27の振れを抑制でき、水撃による騒音を効果的に防止することができる。さや管25の収縮部分25aは、その両端部(又は全長)をクランプ等の固定部材29により、床下スラブ21及び壁23などの構造物に固定しておくことが好ましい。このようにすれば、収縮部分25aが伸びる(内径が大きくなる)のを防止できるため、騒音防止効果を長期にわたって維持することができる。
Noise due to the shake of the
11:二重配管
11a:曲がり部
13:流し台
15:水栓
19:床
21:床下スラブ
23:壁
25:さや管
25a:収縮部分
27:内管
29:固定部材
11: Double piping 11a: Bending part 13: Sink 15: Water faucet 19: Floor 21: Under-floor slab 23: Wall 25: Saddle pipe 25a: Contraction part 27: Inner pipe 29: Fixing member
Claims (5)
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JP2007008300A JP4532510B2 (en) | 2007-01-17 | 2007-01-17 | Inner pipe steadying structure of double pipe, fixing method and construction method thereof |
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JP2007008300A JP4532510B2 (en) | 2007-01-17 | 2007-01-17 | Inner pipe steadying structure of double pipe, fixing method and construction method thereof |
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JP4532510B2 true JP4532510B2 (en) | 2010-08-25 |
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Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
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RU2589893C1 (en) * | 2015-04-17 | 2016-07-10 | Акционерное общество "Акустический институт имени академика Н.Н. Андреева" | Corrugated pipeline with suppression of noise and vibration |
CN109312880A (en) * | 2016-06-09 | 2019-02-05 | 株式会社普利司通 | Multiple tube |
JP2019105324A (en) * | 2017-12-13 | 2019-06-27 | 株式会社ブリヂストン | Corrugated tube, composite tube, composite tube assembly and method for constructing composite tube |
JP7006217B2 (en) * | 2017-12-13 | 2022-01-24 | 株式会社ブリヂストン | Composite pipe |
CN112032451B (en) * | 2020-08-13 | 2021-09-03 | 武汉大学 | High-energy pipeline fracture protection device |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0450463U (en) * | 1990-09-05 | 1992-04-28 | ||
JP2934722B2 (en) * | 1995-11-22 | 1999-08-16 | 未来工業株式会社 | Silence structure in double piping of fluid pipe |
JP2005147171A (en) * | 2003-11-11 | 2005-06-09 | Sekisui House Ltd | Antinoise double pipe |
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2007
- 2007-01-17 JP JP2007008300A patent/JP4532510B2/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0450463U (en) * | 1990-09-05 | 1992-04-28 | ||
JP2934722B2 (en) * | 1995-11-22 | 1999-08-16 | 未来工業株式会社 | Silence structure in double piping of fluid pipe |
JP2005147171A (en) * | 2003-11-11 | 2005-06-09 | Sekisui House Ltd | Antinoise double pipe |
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