JP2003194266A - Spiral corrugated tube and connecting method therefor - Google Patents
Spiral corrugated tube and connecting method thereforInfo
- Publication number
- JP2003194266A JP2003194266A JP2001391284A JP2001391284A JP2003194266A JP 2003194266 A JP2003194266 A JP 2003194266A JP 2001391284 A JP2001391284 A JP 2001391284A JP 2001391284 A JP2001391284 A JP 2001391284A JP 2003194266 A JP2003194266 A JP 2003194266A
- Authority
- JP
- Japan
- Prior art keywords
- water
- rubber
- spiral corrugated
- sponge
- expandable
- 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.)
- Pending
Links
Landscapes
- Sewage (AREA)
- Joints With Sleeves (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Electric Cable Installation (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、上水道、下水道、
農業用水路、排水路等用管路、及び電線、通信線等情報
用管路として使用されるスパイラル状の溝を有するプラ
スチック管(以下スパイラル波付管と称する)及びその
接続方法に関する。TECHNICAL FIELD The present invention relates to a water supply system, a sewer system,
The present invention relates to a plastic pipe (hereinafter referred to as a spiral corrugated pipe) having a spiral groove used as a conduit for agricultural water channels, drainage channels, and information channels such as electric wires and communication lines, and a connecting method thereof.
【0002】[0002]
【従来の技術】近年、上下水道の整備拡大、電線、通信
線等の地中埋設等の増大により、従来管路として使用さ
れていたヒューム管,陶管等セラミック管及び塩化ビニ
ル管、ポリエチレン管等プラスチック管と共に波付管の
使用が増大している。2. Description of the Related Art In recent years, due to the expansion of maintenance of water and sewerage systems and the increase of underground burying of electric wires, communication lines, etc., fume pipes, ceramic pipes such as ceramic pipes and vinyl chloride pipes, polyethylene pipes which have been conventionally used as pipelines. The use of corrugated tubes is increasing with isoplastic tubes.
【0003】これら波付管は、従来のセラミック管に比
し軽量で、運搬、埋設等の有用性を発揮して拡大したプ
ラスチック管の地中埋設、供用時の変形防止、耐震性向
上等の目的で、道路下埋設、軟弱地盤等への使用が増大
している。ところが該波付管は大口径管、例えば管径が
600mm〜2,000mm等大口径管の場合、溝部が
スパイラル状のスパイラル波付管が経済的に有効で多用
されている。These corrugated pipes are lighter than conventional ceramic pipes, and are used for underground burial of plastic pipes which have been expanded by exhibiting usefulness for transportation, burial, etc., prevention of deformation during service, improvement of earthquake resistance, etc. For the purpose, the use under the road and on soft ground is increasing. However, when the corrugated pipe is a large-diameter pipe, for example, a large-diameter pipe having a diameter of 600 mm to 2,000 mm, a spiral corrugated pipe having a spiral groove portion is economically effective and widely used.
【0004】[0004]
【発明が解決しようとする課題】 ところが、スパイラ
ル波付管は溝が管全体に連続しており、溝が管軸に対し
て直角で独立しているいわゆる独立管、リブ付管等に有
効である溝部へのゴム輪、スポンジゴム輪等輪状の止水
材を装着することが出来ず、管接続時の止水が極めて難
しい状況にある。またコーキング材等の充填は施工工
数、施工費用の増大等好ましくない場合が多く充分満足
すべき物が得られていない。However, the spiral corrugated pipe is effective as a so-called independent pipe in which the groove is continuous over the entire pipe and the groove is independent at right angles to the pipe axis, a ribbed pipe, and the like. Since it is not possible to attach a ring-shaped waterproof material such as a rubber ring or a sponge rubber ring to a groove, it is extremely difficult to stop the water when connecting the pipes. In addition, the filling of caulking material and the like is often unfavorable due to an increase in construction man-hours and construction costs, and a satisfactory product has not been obtained.
【0005】本発明は、このような問題を解決するもの
であり、埋設管が不等沈下等により接続部に変位が生じ
た場合も、漏水の恐れの無い管接続が可能なスパイラル
波付管及びその接続方法を提供することにある。The present invention solves such a problem, and even when the buried pipe is displaced due to unequal subsidence or the like, the spiral corrugated pipe can be connected without fear of water leakage. And providing a connection method thereof.
【0006】[0006]
【課題を解決するための手段】本発明は、スパイラル波
付管の接続部両端部において谷部と同等の形状を有する
水膨張ゴムスポンジブロックと、これに接続する山部1
周分の長さを有する水膨張スポンジゴムシートを具備し
た波付管である。DISCLOSURE OF THE INVENTION According to the present invention, a water-expandable rubber sponge block having a shape similar to a valley at both end portions of a connecting portion of a spiral corrugated tube, and a mountain portion 1 connected thereto.
It is a corrugated tube provided with a water-expanded sponge rubber sheet having a length of a circumference.
【0007】本波付管を使用することにより、管同志の
接続並びにマンホール、ハンドホール等分岐、接続体と
の接続において止水性の優れた接続が容易になり、施工
後の管位置ズレ、不等沈下等の不具合が発生した場合も
止水性が維持される。The use of the corrugated pipe facilitates the connection of pipes, the branching of manholes, handholes, etc., and the connection with the connecting body, and the connection with excellent water-stopping property can be easily performed. Even if a problem such as uniform subsidence occurs, the water stopping property is maintained.
【0008】本水膨張スポンジゴムブロックは、材料に
ついて特に規定されず、通常天然ゴム、クロロプレンゴ
ム、スチレン−ブタジエンゴム、エチレン−プロピレン
ゴム等が使用可能であるが、その比重が0.2〜0.
8、水膨張倍率が1.5〜5倍であることが望ましい。
比重が0.2に満たない場合、ゴムスポンジが極めて粗
になり、止水能力の低下を来す。比重が0.8を越えた
場合、止水能力の向上は観られるが、該波付管への装着
に支障を来す場合があり、且つ該波付管谷部への追随性
も低下するため、好ましくない。水膨張倍率が体積で
1.5倍に満たない場合、本発明の目的とする止水効果
が充分得られない場合が生じ、5倍を越えた場合、水侵
入時膨張により該管に変形を起こす恐れが生じる他、本
水膨張ゴムスポンジが高価格となり、経済的に好ましく
ない。The water-expanded sponge rubber block is not particularly limited in its material, and natural rubber, chloroprene rubber, styrene-butadiene rubber, ethylene-propylene rubber or the like can be used, but its specific gravity is 0.2 to 0. .
8. It is desirable that the water expansion ratio is 1.5 to 5 times.
If the specific gravity is less than 0.2, the rubber sponge becomes extremely rough, resulting in a decrease in water stopping ability. When the specific gravity exceeds 0.8, the water-stopping ability can be improved, but it may hinder the fitting to the corrugated pipe, and the followability to the trough of the corrugated pipe is also deteriorated. Therefore, it is not preferable. If the water expansion ratio is less than 1.5 times by volume, the desired water-stopping effect of the present invention may not be sufficiently obtained, and if it exceeds 5 times, the pipe may be deformed due to expansion when entering water. In addition to the risk of causing this, the water-expandable rubber sponge becomes expensive and is not economically preferable.
【0009】更に、本水膨張ゴムスポンジブロックは、
外面が比重0.2〜0.8、水膨張倍率が1.5〜5の
水膨張ゴムスポンジ、内面が非膨張のスポンジゴムより
なる水膨張ゴムスポンジブロック複合体であっても本発
明の目的を達成し、且つ経済的にもより有効となる。Furthermore, the water-expanded rubber sponge block is
Even if it is a water-expandable rubber sponge block composite having a specific gravity of 0.2 to 0.8 on the outer surface and a water expansion ratio of 1.5 to 5 and a non-expandable sponge rubber on the inner surface. And is economically more effective.
【 0010】該水膨張スポンジブロックに接続する水
膨張ゴムシートは比重0.2〜0.8、水膨張倍率が
1.5〜5で厚さが1〜10mmであることが望まし
い。比重が0.2に満たない場合、ゴムスポンジが極め
て粗になり、止水能力に低下を来す。比重が0.8を越
えた場合、該波付管山部への装着、追随性が不十分とな
る場合がある。厚さが1mmに満たない場合は波付管山
部の止水性が不十分となり、厚さが10mmを越えた場
合は、該波付管山部への取付性、追随性に支障を来すほ
か、接続時外周部よりの締め付け、締結が困難となる場
合が多い。水膨張ゴムシートの長さは該スパイラル管山
部1周分が必要であり、1周に満たない場合、接続時に
山部よりの漏水が発生する。さらに本水膨張ゴムシート
は、表面が上記規定の水膨張ゴムであれば、内面が非膨
張のスポンジゴムである複合体であっても止水効果を発
揮することが出来、経済的にも有用である。The water-expandable rubber sheet connected to the water-expandable sponge block preferably has a specific gravity of 0.2 to 0.8, a water expansion ratio of 1.5 to 5 and a thickness of 1 to 10 mm. If the specific gravity is less than 0.2, the rubber sponge becomes extremely rough and the water-stopping ability is deteriorated. If the specific gravity exceeds 0.8, the fitting and followability to the corrugated pipe mountain portion may be insufficient. If the thickness is less than 1 mm, the water stopping property of the corrugated pipe ridge becomes insufficient, and if the thickness exceeds 10 mm, the attaching property to the corrugated pipe ridge and the followability are impaired. In addition, when connecting, it is often difficult to tighten and tighten from the outer peripheral portion. The length of the water-expandable rubber sheet needs to correspond to one round of the spiral tube mountain portion, and if it is less than one circle, water leakage from the mountain portion occurs at the time of connection. Further, the water-expanded rubber sheet of the present invention can exert a water-stopping effect even if it is a composite having a non-expanded sponge rubber on the inner surface as long as the surface is the water-expanded rubber specified above, and is economically useful. Is.
【0011】本水膨張スポンジゴムブロック、及び水膨
張ゴムシートの接続並びに該スパイラル管への装着は特
に規定しないが、天然ゴム又は合成ゴム等ゴム系接着
剤、アクリル系、変性アクリル系、ウレタン系等接着剤
を使用することを特に妨げず、本発明の目的を達する。The connection of the water-expandable sponge rubber block and the water-expandable rubber sheet and the attachment to the spiral tube are not particularly specified, but rubber adhesives such as natural rubber or synthetic rubber, acrylic-based, modified acrylic-based, urethane-based adhesives. The use of isoadhesives is not particularly hindered and the object of the invention is reached.
【0012】[0012]
【実施例】以下本発明を実施例をもって、更に詳細に説
明する。EXAMPLES The present invention will now be described in more detail with reference to examples.
【0013】「実施例1」図1(側断面図)に示す2本
の700Φスパイラル波付管(東洋化学(株)製トヨド
レンスパイラル管)端部谷部にクロロプレンゴムベース
の比重0.5、水膨張倍率3倍、高さ82mm、底面5
5mm,上面122mmの水膨張ゴムスポンジブロック
(CRKベストシールEWS)と、これに接着接続した
比重0.45、水膨張倍率3倍、厚さ4mm、巾25m
m、長さ2,600mmの水膨張ゴムスポンジシート
(CRKベストシールEWS)を山部にしてクロロプレ
ンゴム系接着剤(CRKボンドC−41)で接着し、管
接続用カバーを取付け、第5図に概略を示す止水試験を
実施した。水圧0.05MPaにて1ヶ月保持したが、
漏水は認められなかった。"Example 1" Two 700Φ spiral corrugated pipes (Toyodrain spiral pipe manufactured by Toyo Kagaku Co., Ltd.) shown in FIG. 1 (side sectional view) have a specific gravity of chloroprene rubber base of 0.5 at the end valley. , Water expansion ratio 3 times, height 82mm, bottom 5
Water-expanded rubber sponge block (CRK best seal EWS) of 5 mm, top surface 122 mm, and a specific gravity of 0.45 adhesively connected to it, water expansion ratio 3 times, thickness 4 mm, width 25 m
m, length 2,600 mm, water-expanded rubber sponge sheet (CRK best seal EWS) was used as a ridge and bonded with a chloroprene rubber adhesive (CRK bond C-41), and a pipe connection cover was attached. A water-stop test was carried out as outlined in. It was held at a water pressure of 0.05 MPa for 1 month,
No water leakage was observed.
【0014】「実施例2」図1(側断面図)に示す2本
の800Φスパイラル波付管(東洋化学(株)製トヨド
レンスパイラル管)端部谷部にクロロプレンゴムベース
の比重0.5、水膨張倍率3倍、厚さ8mmの水膨張ゴ
ムスポンジシートを表面に接着した高さ92mm、底面
62mm,上面130mm、の水膨張ゴム複合ブロック
(CRKベストシールEWSF)と、これに接着接続し
た比重0.45水膨張倍率3倍、厚さ3mm、巾30m
m、長さ3,000mmの水膨張ゴムスポンジシートを
表面に厚さ3mm、巾90mm、長さ3,000mmの
クロロプレンスポンジゴムシートを接着した水膨張ゴム
複合シート(CRKベストシールEWSF)を山部にし
て装着し、管接続用カバーを取付け、第5図に概略を示
す止水試験を実施した。水圧0.05MPaにて1ヶ月
保持したが全く漏水はみられなかった。Example 2 Two 800Φ spiral corrugated pipes (Toyodrain spiral pipe manufactured by Toyo Kagaku Co., Ltd.) shown in FIG. 1 (side sectional view) have a specific gravity of chloroprene rubber base of 0.5 at the end valley. , A water-expansion rubber composite block (CRK best seal EWSF) having a height of 92 mm, a bottom surface of 62 mm, and an upper surface of 130 mm, which was obtained by adhering a water-expansion rubber sponge sheet having a water-expansion ratio of 3 times and a thickness of 8 mm to the surface, and adhesively connected to it. Specific gravity 0.45 Water expansion ratio 3 times, thickness 3mm, width 30m
The water-expandable rubber composite sheet (CRK best seal EWSF) is prepared by adhering a chloroprene sponge rubber sheet having a thickness of 3 mm, a width of 90 mm and a length of 3,000 mm to the surface of a water-expandable rubber sponge sheet having a length of m and a length of 3,000 mm. Then, a pipe connection cover was attached, and a water stop test schematically shown in FIG. 5 was carried out. It was held at a water pressure of 0.05 MPa for 1 month, but no water leakage was observed.
【0015】[0015]
【発明の効果】実施例1及び実施例2に示す如く、本発
明の水膨張スポンジゴムブロック及び水膨張ゴムシート
装着スパイラル波付管は、漏水のない接続を容易に行う
ことが出来る優れた波付管である。As shown in Examples 1 and 2, the water-expandable sponge rubber block and the water-expandable rubber sheet-equipped spiral corrugated tube of the present invention are excellent in that they can be easily connected without water leakage. It is an attached tube.
【0016】[0016]
【図1】接続すべきスパイラル波付管の側面概略で、
はスパイラル波付管、は接続部、は谷部水膨張ゴム
スポンジブロック、は山部水膨張スポンジゴムシート
を示す。FIG. 1 is a schematic side view of a spiral wave tube to be connected,
Indicates a spiral corrugated tube, indicates a connecting portion, indicates a valley water-expandable rubber sponge block, and indicates a mountain water-expandable sponge rubber sheet.
【図2】スパイラル波付管の側断面図で、は谷部と同
等の形状を有する水膨張ゴムスポンジブロック、は山
部1周分の長さを有する水膨張スポンジゴムシートを示
す。FIG. 2 is a side cross-sectional view of a spiral corrugated tube, wherein indicates a water-expandable rubber sponge block having a shape equivalent to a valley, and indicates a water-expandable sponge rubber sheet having a length corresponding to one round of a crest.
【図3】水膨張スポンジブロック複合体で、は内面の
非膨張スポンジゴムを示す。FIG. 3 shows a water-expanded sponge block composite, with the non-expanded sponge rubber on the inner surface.
【図4】は山部水膨張スポンジゴムシートの断面形状
例で、は内面に非膨張スポンジゴムを有する山部水膨
張スポンジゴムシート複合体を示す。FIG. 4 is an example of a cross-sectional shape of a mountain water-expanded sponge rubber sheet, and shows a mountain water-expanded sponge rubber sheet composite having a non-expanded sponge rubber on the inner surface.
【図5】スパイラル波付管止水試験方法の1例を示し、
は接続部止水カバー、はスパイラル波付管端部シー
ル板、は水圧ゲージを示す。FIG. 5 shows an example of a pipe water stoppage test method with a spiral wave,
Indicates a water stop cover for the connection portion, indicates a sealing plate for the pipe end portion with a spiral wave, and indicates a water pressure gauge.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) H02G 9/06 H02G 9/06 A (72)発明者 渾川 昭夫 群馬県高崎市小八木町306番地 シー・ア ール・ケイ株式会社内 Fターム(参考) 2D063 BA02 BA26 BA27 3H015 BB05 BC04 3H111 AA02 CA03 CA42 CB02 CB14 CB27 CB28 DA14 DB03 DB05 DB17 5G369 AA05 BA04 DC04 DC09 DC17 EA01 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) H02G 9/06 H02G 9/06 A (72) Inventor Akio Hashikawa 306 Koyagi-cho, Takasaki-shi, Gunma C F-Terms in ARL Kay Co., Ltd. (reference) 2D063 BA02 BA26 BA27 3H015 BB05 BC04 3H111 AA02 CA03 CA42 CB02 CB14 CB27 CB28 DA14 DB03 DB05 DB17 5G369 AA05 BA04 DC04 DC09 DC17 EA01
Claims (6)
有する水膨張ゴムスポンジブロックと、これに接続する
山部1周分の長さを有する水膨張スポンジゴムシートを
具備したスパイラル波付管。1. A spiral corrugated product comprising a water-expandable rubber sponge block having a shape similar to a valley at both ends of a connecting part and a water-expanding sponge rubber sheet having a length corresponding to one round of a crest connected to the block. tube.
〜5の水膨張ゴムスポンジブロックであることを特長と
する請求項1記載のスパイラル波付管。2. A specific gravity of 0.2 to 0.8 and a water expansion ratio of 1.5.
The spiral corrugated pipe according to claim 1, which is a water-expandable rubber sponge block.
1.5〜5の水膨張ゴムスポンジ、内面が非膨張のスポ
ンジゴムよりなる水膨張ゴムスポンジブロック複合体で
あることを特長とする請求項1記載のスパイラル波付
管。3. A water-expandable rubber sponge block composite body having a specific gravity of 0.2 to 0.8 and a water expansion ratio of 1.5 to 5 on the outer surface and a non-expandable sponge rubber on the inner surface. The spiral corrugated tube according to claim 1, characterized in that
〜5、厚さが1〜10mmの水膨張ゴムスポンジシート
であることを特長とする請求項1記載のスパイラル波付
管。4. A specific gravity of 0.2 to 0.8 and a water expansion ratio of 1.5.
The spiral corrugated pipe according to claim 1, which is a water-expanded rubber sponge sheet having a thickness of 5 to 10 mm.
〜0.8、水膨張倍率が1.5〜5で厚さが1〜10m
mの水膨張ゴムスポンジシート複合体であることを特長
とする請求項1記載のスパイラル波付管。5. The inner surface is a non-expandable sponge and the outer surface has a specific gravity of 0.2.
~ 0.8, water expansion ratio 1.5 ~ 5, thickness 1 ~ 10m
The spiral corrugated tube according to claim 1, which is a water-expanded rubber sponge sheet composite of m.
板状体または成型外枠体で締結、固定するスパイラル波
付管の接続方法。6. The spiral corrugated pipe end portion according to claim 1,
Spiral corrugated pipe connection method that is fastened and fixed with a plate or molded outer frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001391284A JP2003194266A (en) | 2001-12-25 | 2001-12-25 | Spiral corrugated tube and connecting method therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001391284A JP2003194266A (en) | 2001-12-25 | 2001-12-25 | Spiral corrugated tube and connecting method therefor |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2003194266A true JP2003194266A (en) | 2003-07-09 |
Family
ID=27598920
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001391284A Pending JP2003194266A (en) | 2001-12-25 | 2001-12-25 | Spiral corrugated tube and connecting method therefor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2003194266A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010052858A1 (en) * | 2008-11-08 | 2010-05-14 | タイガースポリマー株式会社 | Pipe joint and method of manufacturing same |
JP2011120469A (en) * | 2011-02-16 | 2011-06-16 | Tigers Polymer Corp | Pipe joint |
JP2011144816A (en) * | 2010-01-12 | 2011-07-28 | Tigers Polymer Corp | Pipe joint and method for manufacturing the same |
JP2012161194A (en) * | 2011-02-02 | 2012-08-23 | Tigers Polymer Corp | Pipe joint and method of manufacturing the same |
JP2012237340A (en) * | 2011-05-10 | 2012-12-06 | Tigers Polymer Corp | Pipe joint |
-
2001
- 2001-12-25 JP JP2001391284A patent/JP2003194266A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010052858A1 (en) * | 2008-11-08 | 2010-05-14 | タイガースポリマー株式会社 | Pipe joint and method of manufacturing same |
JP2010112510A (en) * | 2008-11-08 | 2010-05-20 | Tigers Polymer Corp | Pipe joint and method for manufacturing the same |
JP4709262B2 (en) * | 2008-11-08 | 2011-06-22 | タイガースポリマー株式会社 | Manufacturing method of pipe body for pipe joint, manufacturing method of pipe joint, pipe joint |
EA019022B1 (en) * | 2008-11-08 | 2013-12-30 | Тайгерз Полимер Корпорейшн | Pipe joint and method of manufacturing same |
JP2011144816A (en) * | 2010-01-12 | 2011-07-28 | Tigers Polymer Corp | Pipe joint and method for manufacturing the same |
JP2012161194A (en) * | 2011-02-02 | 2012-08-23 | Tigers Polymer Corp | Pipe joint and method of manufacturing the same |
JP2011120469A (en) * | 2011-02-16 | 2011-06-16 | Tigers Polymer Corp | Pipe joint |
JP2012237340A (en) * | 2011-05-10 | 2012-12-06 | Tigers Polymer Corp | Pipe joint |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2516003A1 (en) | Flexible sleeve for connection to a plumbing fixture | |
EP2762650B1 (en) | Device for connecting a drain to an outlet pipe | |
JP2003194266A (en) | Spiral corrugated tube and connecting method therefor | |
KR101031515B1 (en) | Flange assembly for connecting pipe of concrete structure | |
EP0725910B1 (en) | Method for relining a branch conduit of a main conduit | |
JP3453065B2 (en) | Connection structure between manhole and ribbed tube | |
JP3787033B2 (en) | Flexible joint structure and combination of flexible joint and waterproof substrate | |
JP3441147B2 (en) | Joint between pipe and manhole | |
JP2981144B2 (en) | Connection fitting for mounting pipe | |
JP3903373B2 (en) | Water stop flexible joint for manhole, manhole structure and manhole construction method | |
JP3202729B2 (en) | Seismic sleeve for pipes connected to the manhole | |
JP2017020191A (en) | Earthquake resistant structure in connection part of manhole sidewall and pipe | |
AU2016204120B2 (en) | Apparatus and method for sealing pipes and underground structures | |
JP2003049973A (en) | Corrugated pipe | |
JP2001115536A (en) | Joint construction | |
JPH084950A (en) | Structure of connecting concrete structure to buried pipe | |
JP2673277B2 (en) | Formation fluctuation absorption joint mechanism of pipeline for structure | |
JP3401404B2 (en) | Pipe connection structure | |
JP2004183342A (en) | Earthquake resistant sleeve connected to manhole | |
JPH04285228A (en) | Concrete inlet and flexible joint therefor | |
JP4813699B2 (en) | Connection structure and waterproof flexible joint | |
JP2004332465A (en) | Joint for manhole | |
JP2000074278A (en) | Watertight connecting structure of corrugated pipe | |
JP3091005U (en) | Flexible joint for branch for sewer pipe | |
JP3497994B2 (en) | Joint structure and construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
RD02 | Notification of acceptance of power of attorney |
Free format text: JAPANESE INTERMEDIATE CODE: A7422 Effective date: 20060330 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20060531 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20060607 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20061031 |