JP2004116125A - Joint unit of flexible hume pipe, manufacturing method for flexible hume pipe making use of the joint unit, joint unit of flexible box culvert and manufacturing method for flexible box culvert making use of the joint unit - Google Patents

Joint unit of flexible hume pipe, manufacturing method for flexible hume pipe making use of the joint unit, joint unit of flexible box culvert and manufacturing method for flexible box culvert making use of the joint unit Download PDF

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JP2004116125A
JP2004116125A JP2002280611A JP2002280611A JP2004116125A JP 2004116125 A JP2004116125 A JP 2004116125A JP 2002280611 A JP2002280611 A JP 2002280611A JP 2002280611 A JP2002280611 A JP 2002280611A JP 2004116125 A JP2004116125 A JP 2004116125A
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collar
flexible
cylinder
joint unit
outer frame
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JP4501335B2 (en
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Yasuro Iikawa
飯川 靖郎
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Fujimura Fume Kan KK
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Fujimura Fume Kan KK
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Abstract

<P>PROBLEM TO BE SOLVED: To realize a flexible Hume pipe having sufficient cut-off efficiency/ earthquake resistance, bending performance as a joint and a box culvert. <P>SOLUTION: A cushion material 32 is adhered to the other wall of a partition wall 31 of an outside cylinder collar 3 with a T-shaped section erecting the partition wall 31 at right angles to the central inside in the direction of the axis with approximately the same outside diameter as that of a concrete section 11, and an end plate 41 having the same thickness or a slightly smaller width of the concrete section 11 is provided at a right angle to a joint section 14 through the cushion material 32. An inside cylinder 4 with a diameter smaller than an inside diameter of the outside cylinder collar 3 arranging one or a plurality of sealing compounds 33 to the outer circumferential surface is placed. A steel-made outside cylinder 5 with approximately the same outside diameter as that of the outside cylinder collar 3 is placed to the other end section 42 of the inside cylinder 4 from the other end section 3a of the outside cylinder collar 3 at an interval of a predetermined distance. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明が属する技術分野】
本発明は、人孔(マンホール)と管路(ヒューム管)の接合部、立坑と既存地盤との境界等に使用される可撓性ヒューム管の継手ユニット及びこの継手ユニットを使用した可撓性ヒューム管の製造方法並びに可撓性ボックスカルバートの継手ユニット及びこの継手ユニットを使用した可撓性ボックスカルバートの製造方法に関するものである。
【0002】
【従来の技術】
管路施設においては、図7のように、人孔(マンホール)dと管路(ヒューム管)eの接合部f、立坑jと既存地盤kとの境界g、地質・地層の変化する場所hは、管路施設の欠点と成り、地盤の不等沈下や地震等の地盤変動を原因とする管路施設の破損、抜出し、ずれ、ひび等もこの管路施設の管路eにおける接合部fと人孔dから一本目の管に集中していた。この様な問題点を改善する手段として、
A.マンホール用可撓継ぎ手(例えば、特許文献1参照。)
B.可撓性ヒューム管(例えば、特許文献2参照。)
また、C.ヒューム管を所定の長さに切断して屈曲・変位部に継ぎ手部を合わせる方法、D.屈曲・変位部に合わせた長さのヒューム管を製造する方法、E.標準管一本分の長さの中に、短い管を複数本つないで配置する方法等がある(図10参照)。
そして、以上のような方法で、屈曲や変位を吸収して管路の破損を防止している。 また、従来の可撓性ヒューム管(例えば、特許文献3、4参照。)がある。
【0003】
【特許文献1】
実開昭58−90253号公報(第1−2頁)
【特許文献2】
実公昭59−19187公報(第277−279頁)
【特許文献3】
実公平4−1250号公報(第335−339頁)
【特許文献4】
特開平9−119573号公報(第1−5頁)
【0004】
【発明が解決しようとする課題】
ところで、近年、地下に埋設される下水管路や通信・電力管路の推進施工は、地下空間の過密化、交通量の増大にともない大深度・長距離化の傾向が強い。
その結果、推進管に作用する土圧、推進力はより大きくなり、推進施工時に可撓部lが破損する可能性も大きくなっている。そのため推進施工時においては、可撓部lを保護するために管内面に補強鉄板や鋼製のバンドa等を装着し(図11、図12参照。)、施工完了後これらを取り外している。
また、従来の特許文献3、4のような可撓管は、
イ.可撓管の持つ機能が推進施工時に求められる機能と相反するため、可撓部を施工時に保護する必要がある。
ロ.小口径推進管の場合は、作業のために作業者が管路内に入ることが出来ない大きさのため、補強鉄板の取り外しや補強のための鋼製のバンドを取り付ける事が出来ない。
ハ.大口径推進管の場合には、口径が大きくなるに従い部材費用が大きくなり、しかも、推進施工時に使用する鋼製の補強バンドを装着する作業には大変な労力を要する。
ニ.従来の可撓性ヒューム管は、可撓性と推進施工時の剛性の確保を両立させるために構造が複雑になり高価なものになっている等の問題点がある。
また、マンホール用可撓継ぎ手は、構造が複雑なため高価であり、かつ取り付けも煩雑である。また、ヒューム管を所定の長さに切断して屈曲・変位部に継ぎ手部を合わせる前記C の方法は、施工現場において、切断のための作業空間の確保、廃棄物の処理、費用など多くの問題がある。
さらに、可撓部に合わせた長さのヒューム管を製造する前記D の方法は、通常、可撓管は人孔と人孔の間に使用される本数が少なく、その可撓部の位置もその度に変わるため、製造毎に型枠を改造する必要があり費用・時間的負担が大きく現実的ではない。
また、短い管を複数本つないで配置する前記Eの方法は、例えば1/3管を製造する場合(図13参照。)は、型枠(外型枠72)の所定の位置に仕切りリングbを設け、この仕切りリングbを溶接あるいはボルトによって固定すると共に、該型枠の両端に埋め込みカラー12を配置して鉄筋籠6を配置し、仕切りリングbを挟んで両側に差し口b1を設けて製造している。また、1/3管、1/4管を製造する場合は型枠の構造上、1つの型枠で2本しか製造できない結果、製造効率が悪いという問題点がある。
本発明は上記問題点に鑑み創案されたもので、充分な耐震性と継ぎ手曲げ性能を有する可撓性ヒューム管の継手ユニット及びこの継手ユニットを使用した可撓性ヒューム管の製造方法製造方法並びに可撓性ボックスカルバートの継手ユニット及びこの継手ユニットを使用した可撓性ボックスカルバートの製造方法の提供を目的としている。
【0005】
【課題を解決するための手段】
上記課題を解決するため、本発明の請求項1の可撓性ヒューム管の継手ユニットは、コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーにおける該隔壁の他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置したことを特徴としている。
【0006】
また、請求項2の可撓性ヒュー管の継手ユニットは、請求項1に記載の内筒には、シール材のほぼ中間に孔を設け、該内筒の内側にこの孔に連通する注入筒を直角に起立させて設けることを特徴としている。
【0007】
さらに、本発明の請求項3の継手ユニットを使用した可撓性ヒューム管の製造方法は、遠心成形されるヒューム管の軸線方向一方端側と他方端側には、差し口外枠と埋め込みカラー側外枠を配置すると共にこれら差し口外枠と埋め込みカラー側外枠間に外型枠を配置し、さらに差し口外枠内側には差し口型枠を配置し、埋め込みカラー側外枠の内側には埋め込みカラーを配置したこの差し口外枠と埋め込みカラー側外枠間に、コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーにおける該隔壁の他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置した継手ユニットを配設し、隔壁の一方壁から差し口外枠間と、端板から埋め込みカラー側外枠間にそれぞれ鉄筋籠を配設して遠心成形により製造することを特徴としている。
【0008】
また、本発明の請求項4の継手ユニットを使用した可撓性ヒューム管の製造方法は、請求項3に記載の継手ユニットは、差し口型枠と埋め込みカラー側外枠間に複数個配置することを特徴としている。
【0009】
請求項5のボックスカルバートの継手ユニットは、請求項1又は2に記載のヒューム管の代わりにボックスカルバートを用いたことを特徴としている。
【0010】
次に、請求項6の継手ユニットを使用した可撓性ボックスカルバートの製造方法は、底部には底外枠を配置し、 製造されるボックスカルバートの軸線方向両端には両側外枠を配置すると共に、この両側外枠間の両側面に外型枠を配置して組み立てた型枠内に、コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーの該隔壁における他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置した継手ユニットを設置場所の特徴に対応させて所定箇所に所定個数配設し、隔壁の一方壁から側外枠間と、端板から側外枠間にそれぞれ鉄筋籠を配設した後、コンクリート打ち込みし振動成形により製造することを特徴としている。
【0011】
また、請求項7の可撓性ボックスカルバートの製造方法は、請求項5に記載の継手ユニットは、両側外枠間に複数個配置することを特徴としている。
【0012】
【作用】
可撓性ヒューム管は、遠心成形されるヒューム管の軸線方向一方端側と他方端側には、差し口外枠と埋め込みカラー側外枠を配置すると共にこれら差し口外枠と埋め込みカラー側外枠間に外型枠を配置し、さらに差し口外枠内側には差し口型枠を配置し、埋め込みカラー側外枠の内側には埋め込みカラーを配置したこの差し口外枠と埋め込みカラー側外枠間に、コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーにおける該隔壁の他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置した継手ユニットを配設し、隔壁の一方壁から差し口外枠間と、端板から埋め込みカラー側外枠間にそれぞれ鉄筋籠を配設して遠心成形により製造する。
また、可撓性ボックスカルバートは、底部には底外枠を配置し、製造されるボックスカルバートの軸線方向両端には両側外枠を配置すると共に、この両側外枠間の両側面に外型枠を配置して組み立てた型枠内に、コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーの該隔壁における他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置した継手ユニットを設置場所の特徴に対応させて所定箇所に所定個数配設し、隔壁の一方壁から側外枠間と、端板から側外枠間にそれぞれ鉄筋籠を配設した後、コンクリート打ち込みし振動成形により製造する。
この継手ユニット及び継手ユニットを設けた可撓性ヒューム管、可撓性ボックスカルバートは、充分な止水性・耐震性を有し、かつ継手部としての曲げ性能を発揮する。
また、継手ユニットを複数個配置した可撓性ヒューム管の場合は、急曲線推進に対応できる。
【0013】
【発明の実施の形態】
図1〜図6は本発明の実施例を図示したもので、第1実施例を図3、図4、図1により説明する。
1本の可撓性ヒューム管1は、人孔(マンホール)と管路(ヒューム管)の接合部、立坑と既存地盤との境界、地質・地層の変化する場所等の条件に対応して管軸方向所定位置に継手ユニット2を配置して遠心成形されるものである。
外筒カラー3は、可撓性ヒューム管1のコンクリート部11の外径とほぼ等しい外径で、軸線方向中央の内面には隔壁31を直角に起立させたT型断面に形成されている。この外筒カラー3の隔壁31の他方壁35にはクッション材32を接着し、該クッション材32を介して外筒カラー3の内径より縮径された内筒4が配置されている。この内筒4の仕口部14には、コンクリート部11の内径と同じかやや大きい孔43を設けた、コンクリート部11の厚みと同じかやや小さい幅の鋼製の端板41が直角に一体設されている。
また、内筒4の外周面には、止水可能に1本又は所定距離離して2本又はそれ以上の複数のシール材33が配設されている。また、前記内筒4の他方端部42には、外筒カラー3と外径がほぼ等しい鋼製の外筒5が、リング51を介して外筒カラー3の他方端部3aから所定手距離離して配置されている。
また、前記内筒4には、シール材33のほぼ中間に孔22を設け、該内筒4の内側には孔22に連通する注入筒21が直角に起立させて設けられている。この注入筒21は、滑材や止水剤(図示省略)を可撓性ヒューム管1内から注入するために用いられる。
前記クッション材32は、プラスチック、パーテクルボード等が使用されている。
外筒カラー3の端部には、外筒カラー3の抜け止め防止のリング状鉄筋39が配置され、隔壁31と該鉄筋39間に止水材38が配置されている。また、内筒4の外周面には、シール材33を固定するためリング状の鉄筋37がシール材33の幅で溶接されている。また、内筒4の端部にも前記鉄筋39が同様に配置されている。
図5、図6は本発明の第2の実施例に関するもので、外筒カラー3の端部には、外筒カラー3がコンクリート部11から抜出すのを防止するため、カール状に曲設された抜け止め31a が形成されている。
【0014】
次に、本発明の継手ユニットを使用した可撓性ヒューム管の製造方法は、図1の第1実施例に示したように、遠心成形されるヒューム管1の軸線方向一方端側と他方端側には、差し口外枠7と埋め込みカラー側外枠71を配置すると共にこれら差し口外枠7と埋め込みカラー側外枠71間に外型枠72が配置されている。さらに、差し口外枠7内側には差し口型枠73を配置し、埋め込みカラー側外枠71の内側には埋め込みカラー12が配置されている。
また、この差し口外枠7と埋め込みカラー側外枠71間には、コンクリート部11の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁31を直角に起立させたT型断面の外筒カラー3における該隔壁31の他方壁にクッション材32を接着し、該クッション材32を介してコンクリート部11厚みと同じかやや小さい幅の端板41を仕口部14に直角に設けると共に、外周面には1本又は複数本のシール材33を止水可能に配置した、外筒カラー3の内径より縮径された内筒4を配置し、該内筒4の他方端部42に外筒カラー3と外径がほぼ等しい鋼製の外筒5を、外筒カラー3の他方端部3aから所定距離離して配置した継手ユニット2が設置場所の特徴に対応させて所定箇所に1個又は所定個数配設されている。
また、隔壁31の一方壁34から差し口外枠7間と、端板41から埋め込みカラー側外枠71間にそれぞれ鉄筋籠6を配設し、差し口外枠7と埋め込みカラー側外枠71を長ボルト8で締め付けて遠心成形により製造されている。
さらに、図2は、1/3管製造方法を表した第2実施例に関し、差し口型枠73と埋め込みカラー側外枠71間には、継手ユニット2を複数個配置して遠心成形し、充分な止水性・耐震性と継手部としての曲げ性能を発揮するように形成されている。
【0015】
次に、図7〜図8は可撓性ボックスカルバートの実施例に関し、第3実施例、第4実施例のヒューム管1の代わりにボックスカルバート1aを用いたもので、使用される継手ユニット2は上記断面円形のヒューム管1の継手ユニット2と同様な構成であるが、外筒カラー3、クッション材32、端板41、シール材33、内筒4、外筒5等はボックスカルバートの断面に整合させて形成されている。
【0016】
次に、本発明の継手ユニットを使用した可撓性ボックスカルバートの製造方法は、図7〜図8に示したように、底部には底外枠76を配置し、 製造されるボックスカルバート1aの軸線方向両端には両側外枠74を配置すると共に、この両側外枠74間の両側面に外型枠72を配置して組み立てた型枠7aが設置されている。この型枠7aの底外枠76、側外枠74、外型枠72はボルト締め75されている。
この型枠7a内には、コンクリート部11の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁31を直角に起立させたT型断面の外筒カラー3の該隔壁31における他方壁にクッション材32を接着し、該クッション材32を介してコンクリート部11厚みと同じかやや小さい幅の端板41を仕口部14に直角に設けると共に、外周面には1本又は複数本のシール材33を止水可能に配置した、外筒カラー3の内径より縮径された内筒4を配置し、該内筒4の他方端部42に外筒カラー3と外径がほぼ等しい鋼製の外筒5を、外筒カラー3の他方端部3aから所定距離離して配置した継手ユニット2が設置場所の特徴に対応させて所定箇所に1個又は所定個数配設されている。
また、隔壁31の一方壁34から側外枠74間と、端板41から側外枠74間にそれぞれ鉄筋籠6を配設した後、コンクリート打ち込みし振動成形により製造されている。
さらに、前記継手ユニット2は、両側外枠74間に複数個配置してもよいものである。
【0017】
【発明の効果】
本発明によれば、以下のような効果を奏する。
(1)継手ユニットは、外筒カラーの他方側内面に空隙を設けて所定のクリアランスを有するように縮径し、かつ外周面にシール材を配置した内筒を配設してユニット化した構成としたことにより、充分な止水性と耐震性及び継手としての曲げ性能を有する可撓性ヒューム管とすることができる。
また、可撓性ヒューム管には可撓部が継手ユニットにより形成されているため施工現場における接合作業が不要となる。従って、工期も短縮でき、かつ作業効率が向上する。
(2)請求項第3、4に記載の遠心成形されるヒューム管の製造方法により、継手ユニットを任意の位置に配置した可撓性ヒューム管が製造できる。また、継手ユニットは型枠の一部を形成しているため、型枠は可撓部の位置に合わせて改造する必要がない。また、本発明により製造される可撓性を有するヒューム管は安価に、かつ効率良く製造できる。
(3)本発明の可撓部(継手ユニット部分)は、外筒カラーの他方側内面に空隙で所定のクリアランスを有するように縮径し、かつ外周面にシール材を配置した内筒を配設してユニット化した構成にしたことにより可撓性を持たせているため、可撓性部分を別部材で保護する必要がない。従って、管内面に補強鉄板や鋼製のバンドなどの補強手段を必要とせず、小口径から大口径まですべてのヒューム管の製造に使用できるものである。
(4)曲線推進の場合、1/2,1/3,1/4管等の短尺管を製造する際には、型枠を一切改造することなく、継手ユニットを型枠内の所定位置に複数個配置して製造できる。従って、1個の型枠で分割数分の管を効率よく経済的に製造出来る。
(5)一本のヒューム管に複数個の継手ユニットを配置して製造した可撓性ヒューム管の場合は、急曲線推進に極めて有効に対応するヒューム管又は推進管に出来る。
(6)ボックスカルバートの継手ユニット、該継手ユニットを使用したボックスカルバートの製造方法においても上記(1) ̄(5)と同様の効果を発揮するものである。
【図面の簡単な説明】
【図1】本発明の第3実施例の可撓性ヒューム管の製造方法の説明図である。
【図2】継手ユニットを複数個配置した本発明の第4実施例の可撓性ヒューム管の製造方法の説明図である。
【図3】本発明の第1実施例の継手ユニットの断面図である。
【図4】A―A断面図である。
【図5】本発明の第2実施例の継手ユニットの断面図である。
【図6】B―B断面図である。
【図7】本発明の可撓性ボックスカルバートの製造方法の説明図である。
【図8】本発明の可撓性ボックスカルバートの製造方法の一部断面説明図である。
【図9】従来のマンホールと可撓性管の説明図である。
【図10】従来のマンホールと可撓性管の説明図である。
【図11】従来の可撓性管の説明図である。
【図12】従来の可撓性管の説明図である。
【図13】従来の短尺管の製造時の型枠説明図である。
【符号の説明】
1    可撓性ヒュー管
1a   可撓性ボックスカルバート
11   コンクリート部
12   埋め込みカラー
14   仕口部
2    継手ユニット
3    外筒カラー
31      隔壁
32   クッション材
33   シール材
34   一方壁
35   他方壁
36   一方側端
4    内筒
41   端板
42   他方端部
5    外筒
51   リング
6     鉄筋籠
7     差し口外枠
71    埋め込みカラー側外枠
72    外型枠
73    差し口型枠
74    側型枠
76    底型枠
7a     型枠
8      長ボルト
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a joint unit for a flexible fume pipe used at a joint between a human hole (manhole) and a pipe (fume pipe), a boundary between a shaft and an existing ground, and a flexibility using the joint unit. The present invention relates to a method for manufacturing a fume tube, a joint unit for a flexible box culvert, and a method for manufacturing a flexible box culvert using the joint unit.
[0002]
[Prior art]
In a pipeline facility, as shown in FIG. 7, a joint f between a manhole d and a pipeline (fume pipe) e, a boundary g between a shaft j and an existing ground k, and a place h where geology and stratum change are shown. Is a disadvantage of the pipeline facility, and damage, extraction, displacement, cracks, etc. of the pipeline facility due to uneven settlement of the ground or ground deformation such as an earthquake are also caused by the joint f in the pipeline e of the pipeline facility. And concentrated on the first tube from manhole d. As a means to remedy such problems,
A. Flexible joint for manhole (for example, refer to Patent Document 1)
B. Flexible fume tube (for example, see Patent Document 2)
C.I. A method of cutting the fume tube to a predetermined length and fitting the joint portion to the bent / displaced portion; B. a method of manufacturing a fume tube having a length corresponding to a bending / displacement portion; There is a method of connecting a plurality of short tubes within the length of one standard tube (see FIG. 10).
In addition, the bending or displacement is absorbed by the above-described method to prevent the pipeline from being damaged. There is also a conventional flexible fume tube (for example, see Patent Documents 3 and 4).
[0003]
[Patent Document 1]
JP-A-58-90253 (page 1-2)
[Patent Document 2]
Japanese Utility Model Publication No. 59-19187 (pp. 277-279)
[Patent Document 3]
Japanese Utility Model Publication No. 4-1250 (pp. 335-339)
[Patent Document 4]
JP-A-9-119573 (pages 1-5)
[0004]
[Problems to be solved by the invention]
By the way, in recent years, the propulsion construction of sewage pipelines and communication / power pipelines buried underground tends to be deeper and longer distances due to overcrowding of underground spaces and increase in traffic volume.
As a result, the earth pressure and the propulsion force acting on the propulsion pipe are further increased, and the possibility that the flexible portion 1 is damaged during the propulsion construction is also increased. Therefore, at the time of propulsion construction, a reinforcing iron plate or a steel band a is attached to the inner surface of the pipe to protect the flexible portion l (see FIGS. 11 and 12), and these are removed after completion of the construction.
In addition, flexible tubes such as conventional Patent Documents 3 and 4 are:
I. Since the function of the flexible tube is inconsistent with the function required at the time of propulsion construction, it is necessary to protect the flexible part at the time of construction.
B. In the case of a small-diameter propulsion pipe, it is not possible to remove a reinforcing iron plate or attach a steel band for reinforcement because of a size that a worker cannot enter the duct for work.
C. In the case of a large-diameter propulsion pipe, the member cost increases as the diameter increases, and moreover, the work of installing a steel reinforcing band used during propulsion construction requires a great deal of labor.
D. The conventional flexible fume tube has a problem that the structure is complicated and expensive in order to achieve both flexibility and rigidity during propulsion construction.
Further, the flexible joint for manholes is expensive due to its complicated structure, and is complicated to mount. In addition, the method of C, in which the fume pipe is cut to a predetermined length and the joint portion is fitted to the bent / displaced portion, requires a lot of work such as securing a work space for cutting, waste disposal, and cost at the construction site. There's a problem.
Further, in the method of D 1 for manufacturing a fume tube having a length corresponding to a flexible portion, the number of the flexible tubes used between human holes is usually small, and the position of the flexible portion is also small. Therefore an alternative to capital level, is necessary to modify the mold there is a cost and time burden is not large realistic for each production.
In the method E described above, in which a plurality of short pipes are connected and arranged, for example, when a 1/3 pipe is manufactured (see FIG. 13), a partition ring b is provided at a predetermined position on a mold (outer mold 72). The partition ring b is fixed by welding or bolts, the embedded collars 12 are disposed at both ends of the formwork, the reinforcing bar cage 6 is disposed, and the openings b1 are provided on both sides of the partition ring b. Manufacturing. Further, in the case where 1/3 tube and 1/4 tube are manufactured, only two tubes can be manufactured in one mold due to the structure of the mold. As a result, there is a problem that the manufacturing efficiency is low.
The present invention has been made in view of the above problems, and has a joint unit for a flexible fume tube having sufficient earthquake resistance and joint bending performance, a method of manufacturing a flexible fume tube using the joint unit, and a method of manufacturing the same. An object of the present invention is to provide a joint unit of a flexible box culvert and a method of manufacturing a flexible box culvert using the joint unit.
[0005]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, a joint unit for a flexible fume pipe according to the first aspect of the present invention has an outer diameter substantially equal to the outer diameter of a concrete part, and has a partition wall standing upright on the inner surface at the center in the axial direction. A cushion material is adhered to the other wall of the partition wall in the outer cylinder collar having a mold cross section, and an end plate having a width equal to or slightly smaller than the thickness of the concrete portion is provided at right angles to the connection portion through the cushion material, and is provided on the outer peripheral surface. Arranges an inner cylinder having one or a plurality of sealing materials arranged so as to be able to stop water and having an inner diameter reduced from the inner diameter of the outer cylinder collar, and the outer diameter of the outer cylinder is substantially equal to the outer diameter of the other end of the inner cylinder. It is characterized in that a steel outer cylinder is arranged at a predetermined distance from the other end of the outer cylinder collar.
[0006]
According to a second aspect of the present invention, there is provided a joint unit for a flexible hue tube, wherein the inner cylinder according to the first aspect is provided with a hole substantially in the middle of the sealing material, and the inner cylinder is connected to the inner cylinder. Are provided standing upright at a right angle.
[0007]
Further, the method for manufacturing a flexible fume tube using the joint unit according to claim 3 of the present invention is characterized in that the one end side and the other end side in the axial direction of the fume tube to be centrifugally formed are provided with an outer frame and an embedded collar side. An outer frame is placed between the outer frame of the insert and the outer frame on the embedded color, and an outer mold is placed inside the outer frame of the insert and embedded inside the outer frame of the embedded color. An outer cylinder collar having a T-shaped cross section in which an outer diameter substantially equal to the outer diameter of the concrete portion and a partition wall is erected at a right angle on the inner surface in the axial direction center between the outer frame on which the collar is disposed and the outer frame on the embedded collar side. A cushion material is adhered to the other wall of the partition wall, and an end plate having a width equal to or slightly smaller than the thickness of the concrete portion is provided at right angles to the connection portion through the cushion material, and one or a plurality of end plates are provided on the outer peripheral surface. Water sealing material The inner cylinder whose diameter is smaller than the inner diameter of the outer cylinder collar is disposed, and a steel outer cylinder whose outer diameter is substantially equal to the outer cylinder collar is provided at the other end of the inner cylinder. A joint unit arranged at a predetermined distance from the end is disposed, and a reinforcing bar cage is disposed between one of the walls of the partition wall and the outer frame of the inlet and between the end plate and the outer frame on the side of the embedded collar, and manufactured by centrifugal molding. It is characterized by:
[0008]
Further, in the method for manufacturing a flexible fume tube using the joint unit according to claim 4 of the present invention, a plurality of the joint units according to claim 3 are arranged between the insertion mold and the embedded collar side outer frame. It is characterized by:
[0009]
A box culvert coupling unit according to a fifth aspect is characterized in that a box culvert is used instead of the fume tube according to the first or second aspect.
[0010]
Next, in the method for manufacturing a flexible box culvert using the joint unit according to claim 6, a bottom outer frame is arranged at the bottom, and both outer frames are arranged at both axial ends of the manufactured box culvert. In a mold assembled by arranging outer molds on both side surfaces between both outer frames, a partition wall having an outer diameter substantially equal to the outer diameter of the concrete portion and a partition wall standing upright on the inner surface at the center in the axial direction is provided. A cushion material is adhered to the other wall of the partition wall of the outer cylindrical collar having a mold cross section, and an end plate having a width slightly smaller than the thickness of the concrete portion is provided at right angles to the connection portion through the cushion material, and the outer peripheral surface is provided. Arranges an inner cylinder having one or a plurality of sealing materials arranged so as to be able to stop water and having an inner diameter reduced from the inner diameter of the outer cylinder collar, and the outer diameter of the outer cylinder is substantially equal to the outer diameter of the other end of the inner cylinder. Move the steel outer cylinder a specified distance from the other end of the outer collar. A predetermined number of joint units that are separately installed are arranged at predetermined locations corresponding to the characteristics of the installation location, and reinforced cages are arranged between one side wall of the bulkhead and the outer frame and between the end plate and the outer frame. After that, it is characterized in that it is manufactured by concrete driving and vibration molding.
[0011]
A method of manufacturing a flexible box culvert according to a seventh aspect is characterized in that a plurality of the joint units according to the fifth aspect are arranged between both outer frames.
[0012]
[Action]
The flexible fume tube is provided with an outlet outer frame and an embedded collar-side outer frame on one end side and the other end side in the axial direction of the fume tube to be centrifugally formed, and between the inlet outer frame and the embedded collar-side outer frame. The outer formwork is placed on the inside of the front outer frame, and the front formwork is placed on the inside of the front outside frame, and the embedded color is placed inside the outside frame on the embedded color side. An outer diameter substantially equal to the outer diameter of the concrete portion, a cushion material is adhered to the other wall of the partition in an outer cylindrical collar having a T-shaped cross section in which the partition is erected at a right angle on the inner surface at the center in the axial direction, and the cushion material is interposed. An end plate with a width equal to or slightly smaller than the thickness of the concrete part is provided at a right angle to the connection part, and one or more sealing materials are arranged on the outer peripheral surface so as to stop water. Place the inner cylinder with the diameter At the other end of the inner cylinder, a steel outer cylinder having an outer diameter substantially equal to that of the outer cylinder collar is provided with a joint unit arranged at a predetermined distance from the other end of the outer cylinder collar. Reinforcing cages are arranged between the outer frame of the insertion opening and between the end plate and the outer frame on the side of the embedded collar, and are manufactured by centrifugal molding.
In addition, the flexible box culvert has a bottom outer frame disposed at the bottom, two outer frames disposed at both ends in the axial direction of the manufactured box culvert, and outer mold frames disposed on both side surfaces between the two outer frames. The outer wall of the outer cylinder collar having a T-shaped cross-section having an outer diameter substantially equal to the outer diameter of the concrete portion and having the partition wall erected at a right angle on the inner surface at the center in the axial direction is disposed on the other wall of the partition wall. Adhesion of cushion material, through which an end plate of the same or slightly smaller width as the concrete part thickness is provided at right angles to the joint, and one or more sealing materials can be stopped on the outer peripheral surface The inner cylinder whose diameter is smaller than the inner diameter of the outer cylinder collar is disposed, and a steel outer cylinder whose outer diameter is substantially equal to the outer cylinder collar is provided at the other end of the inner cylinder, and the other end of the outer cylinder collar is provided. The joint unit, which is located at a predetermined distance from the To in correspondence predetermined number disposed in a predetermined position, and between the side outer frame from the one wall of the partition wall, after arranging the respective reinforcing bar cage between the side outer frame from the end plate, produced by a concrete-implanted vibropressed.
The joint unit, the flexible fume tube provided with the joint unit, and the flexible box culvert have sufficient waterproofness and earthquake resistance, and exhibit bending performance as a joint.
Further, in the case of a flexible fume tube in which a plurality of joint units are arranged, it is possible to cope with sharp curve propulsion.
[0013]
BEST MODE FOR CARRYING OUT THE INVENTION
FIGS. 1 to 6 show an embodiment of the present invention. The first embodiment will be described with reference to FIGS. 3, 4 and 1. FIG.
One flexible fume pipe 1 is provided in accordance with conditions such as a junction between a human hole (manhole) and a pipe (fume pipe), a boundary between a shaft and an existing ground, and a place where geology or stratum changes. The joint unit 2 is arranged at a predetermined position in the axial direction and is subjected to centrifugal molding.
The outer cylinder collar 3 has an outer diameter substantially equal to the outer diameter of the concrete portion 11 of the flexible fume tube 1, and has a T-shaped cross section in which an inner wall at the center in the axial direction has a partition wall 31 erected at right angles. A cushion material 32 is adhered to the other wall 35 of the partition wall 31 of the outer cylinder collar 3, and an inner cylinder 4 whose diameter is smaller than the inner diameter of the outer cylinder collar 3 is arranged via the cushion material 32. A steel end plate 41 having the same or slightly smaller width as the thickness of the concrete portion 11 and having a hole 43 which is slightly larger than the inner diameter of the concrete portion 11 is formed in the connection portion 14 of the inner cylinder 4 at right angles. Is established.
In addition, on the outer peripheral surface of the inner cylinder 4, one or two or more plural seal members 33 are provided so as to be able to stop water and are separated by a predetermined distance. At the other end 42 of the inner cylinder 4, a steel outer cylinder 5 having an outer diameter substantially equal to that of the outer cylinder collar 3 is provided at a predetermined distance from the other end 3 a of the outer cylinder collar 3 via a ring 51. They are placed apart.
The inner cylinder 4 is provided with a hole 22 substantially at the center of the sealing material 33, and an injection cylinder 21 communicating with the hole 22 is provided inside the inner cylinder 4 so as to stand upright. The injection tube 21 is used for injecting a lubricating material or a water stopping agent (not shown) from the inside of the flexible fume tube 1.
The cushion material 32 is made of plastic, particle board, or the like.
A ring-shaped reinforcing bar 39 for preventing the outer cylinder collar 3 from coming off is arranged at an end of the outer cylinder collar 3, and a water stopping material 38 is arranged between the partition wall 31 and the reinforcing bar 39. Further, a ring-shaped reinforcing bar 37 is welded to the outer peripheral surface of the inner cylinder 4 to fix the seal material 33 at a width of the seal material 33. The reinforcing bar 39 is similarly arranged at the end of the inner cylinder 4.
FIGS. 5 and 6 relate to a second embodiment of the present invention. In order to prevent the outer cylinder collar 3 from being pulled out of the concrete portion 11, the outer cylinder collar 3 is bent in a curl shape at the end thereof. The formed stopper 31a is formed.
[0014]
Next, a method for manufacturing a flexible fume tube using the joint unit of the present invention, as shown in the first embodiment of FIG. On the side, an insertion outer frame 7 and an embedded color outer frame 71 are arranged, and an outer mold frame 72 is arranged between the insertion outer frame 7 and the embedded color outer frame 71. Further, an insertion mold frame 73 is arranged inside the insertion outer frame 7, and an embedding collar 12 is arranged inside the embedding color side outer frame 71.
Further, an outer diameter substantially equal to the outer diameter of the concrete portion 11 is provided between the outer frame 7 and the outer frame 71 on the embedding collar side. A cushion material 32 is adhered to the other wall of the partition wall 31 in the cylindrical collar 3, and an end plate 41 having the same or slightly smaller width as the thickness of the concrete portion 11 is provided at right angles to the connection portion 14 via the cushion material 32. On the outer peripheral surface, an inner cylinder 4 having one or a plurality of sealing materials 33 arranged so as to be able to stop water and having a diameter smaller than the inner diameter of the outer cylinder collar 3 is arranged. A joint unit 2 in which a steel outer cylinder 5 having an outer diameter substantially equal to that of the cylinder collar 3 is arranged at a predetermined distance from the other end 3a of the outer cylinder collar 3 is provided at a predetermined location in accordance with the characteristics of the installation location. Alternatively, a predetermined number is provided.
Reinforcing cages 6 are provided between the one wall 34 of the partition wall 31 and the outer frame 7 and between the end plate 41 and the outer frame 71 on the buried collar side. It is manufactured by centrifugal molding by tightening with bolts 8.
Further, FIG. 2 relates to a second embodiment showing a 1/3 pipe manufacturing method, in which a plurality of joint units 2 are disposed between the insertion mold frame 73 and the embedded collar side outer frame 71 and centrifugally molded. It is formed to exhibit sufficient waterproofness and seismic resistance and bending performance as a joint.
[0015]
Next, FIGS. 7 and 8 relate to an embodiment of a flexible box culvert, in which a box culvert 1a is used instead of the fume tube 1 of the third and fourth embodiments, and a joint unit 2 used. Has the same configuration as the joint unit 2 of the fume pipe 1 having a circular cross section, but the outer cylinder collar 3, the cushion material 32, the end plate 41, the sealing material 33, the inner cylinder 4, the outer cylinder 5, etc. Is formed so as to match.
[0016]
Next, in the method for manufacturing a flexible box culvert using the joint unit of the present invention, as shown in FIGS. At both ends in the axial direction, outer frames 74 on both sides are arranged, and form frames 7a assembled by disposing outer mold frames 72 on both side surfaces between the outer frames 74 are installed. The bottom outer frame 76, side outer frame 74, and outer mold frame 72 of the mold 7a are bolted 75.
In the formwork 7a, the other wall of the outer cylindrical collar 3 of the T-shaped cross section having the outer diameter substantially equal to the outer diameter of the concrete portion 11 and having the inner wall at the center in the axial direction standing upright at a right angle. A cushioning material 32 is adhered to the concrete portion 11, and an end plate 41 having a width equal to or slightly smaller than the thickness of the concrete portion 11 is provided at right angles to the connection portion 14 via the cushioning material 32, and one or a plurality of end plates 41 are provided on the outer peripheral surface. An inner cylinder 4 having a seal material 33 disposed so as to be able to stop water and having an inner cylinder 4 reduced in diameter from the inner diameter of the outer cylinder collar 3 is provided. One or a predetermined number of joint units 2 each having an outer cylinder 5 made of stainless steel and arranged at a predetermined distance from the other end 3a of the outer cylinder collar 3 are arranged in accordance with the characteristics of the installation location.
Further, the reinforcing bars 6 are disposed between the one wall 34 and the side outer frame 74 of the partition wall 31 and between the end plate 41 and the side outer frame 74, respectively, and then are poured into concrete and manufactured by vibration molding.
Further, a plurality of the joint units 2 may be arranged between the outer frames 74 on both sides.
[0017]
【The invention's effect】
According to the present invention, the following effects can be obtained.
(1) A structure in which the joint unit is unitized by providing a gap in the inner surface on the other side of the outer cylinder collar to reduce the diameter so as to have a predetermined clearance, and disposing an inner cylinder in which a sealing material is disposed on the outer peripheral surface. As a result, a flexible fume tube having sufficient waterproofness, earthquake resistance and bending performance as a joint can be obtained.
Further, since the flexible portion is formed by the joint unit in the flexible fume tube, the joining operation at the construction site is unnecessary. Therefore, the construction period can be shortened, and the working efficiency is improved.
(2) According to the method for manufacturing a centrifugally formed fume tube according to the third and fourth aspects, a flexible fume tube in which a joint unit is arranged at an arbitrary position can be manufactured. Further, since the joint unit forms a part of the mold, it is not necessary to modify the mold in accordance with the position of the flexible portion. Further, the flexible fume tube manufactured according to the present invention can be manufactured inexpensively and efficiently.
(3) The flexible portion (joint unit portion) of the present invention includes an inner cylinder in which the diameter is reduced so as to have a predetermined clearance by a gap on the inner surface on the other side of the outer cylinder collar, and a sealing material is disposed on the outer peripheral surface. Since it is provided with flexibility by being provided as a unit, it is not necessary to protect the flexible portion with a separate member. Accordingly, the present invention can be used for manufacturing all fume pipes from a small diameter to a large diameter without requiring a reinforcing means such as a reinforcing iron plate or a steel band on the inner surface of the pipe.
(4) In the case of curved propulsion, when manufacturing a short tube such as a 1/2, 1/3, or 1/4 tube, the joint unit is placed at a predetermined position in the mold without any modification of the mold. It can be manufactured by arranging a plurality of them. Therefore, the number of divided tubes can be efficiently and economically manufactured with one mold.
(5) In the case of a flexible fume tube manufactured by arranging a plurality of joint units on one fume tube, the fume tube or the propulsion tube can be used very effectively for propelling a sharp curve.
(6) A box culvert joint unit and a method for manufacturing a box culvert using the joint unit also exhibit the same effects as the above (1) 1 (5).
[Brief description of the drawings]
FIG. 1 is an illustration of a method for manufacturing a flexible fume tube according to a third embodiment of the present invention.
FIG. 2 is an explanatory view of a method for manufacturing a flexible fume tube according to a fourth embodiment of the present invention in which a plurality of joint units are arranged.
FIG. 3 is a sectional view of the joint unit according to the first embodiment of the present invention.
FIG. 4 is a sectional view taken along line AA.
FIG. 5 is a sectional view of a joint unit according to a second embodiment of the present invention.
FIG. 6 is a sectional view taken along line BB.
FIG. 7 is an explanatory diagram of a method for manufacturing a flexible box culvert according to the present invention.
FIG. 8 is an explanatory partial cross-sectional view of the method for manufacturing a flexible box culvert according to the present invention.
FIG. 9 is an explanatory view of a conventional manhole and a flexible tube.
FIG. 10 is an explanatory view of a conventional manhole and a flexible tube.
FIG. 11 is an explanatory view of a conventional flexible tube.
FIG. 12 is an explanatory view of a conventional flexible tube.
FIG. 13 is an explanatory view of a mold used in manufacturing a conventional short tube.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Flexible hue pipe 1a Flexible box culvert 11 Concrete part 12 Embedding collar 14 Connecting part 2 Joint unit 3 Outer cylinder collar 31 Partition 32 Cushion material 33 Seal material 34 One wall 35 Other wall 36 One side end 4 Inner cylinder 41 End plate 42 Other end 5 Outer cylinder 51 Ring 6 Reinforcing cage 7 Insert outer frame 71 Embedded collar side outer frame 72 Outer form 73 Insert form 74 Side form 76 Bottom form 7a Form 8 Long bolt

Claims (7)

コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーにおける該隔壁の他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置したことを特徴とする可撓性ヒューム管の継手ユニット。An outer diameter substantially equal to the outer diameter of the concrete portion, a cushion material is adhered to the other wall of the partition wall in an outer cylinder collar having a T-shaped cross section in which a partition wall is erected at an inner surface at the center in the axial direction at a right angle, and the cushion material is interposed. An end plate with a width equal to or slightly smaller than the thickness of the concrete part is provided at a right angle to the connection part, and one or more sealing materials are arranged on the outer peripheral surface so that water can be stopped. The diameter of the inner cylinder is arranged, and a steel outer cylinder having an outer diameter substantially equal to the outer cylinder collar is arranged at the other end of the inner cylinder at a predetermined distance from the other end of the outer cylinder collar. Flexible fume tube joint unit. 内筒には、シール材のほぼ中間に孔を設け、該内筒の内側にこの孔に連通する注入筒を直角に起立させて設けることを特徴とする請求項1に記載の可撓性ヒューム管の継手ユニット。2. The flexible fume according to claim 1, wherein a hole is provided in the inner cylinder substantially at the center of the sealing material, and an injection cylinder communicating with the hole is provided upright at an inner side of the inner cylinder. Pipe fitting unit. 遠心成形されるヒューム管の軸線方向一方端側と他方端側には、差し口外枠と埋め込みカラー側外枠を配置すると共にこれら差し口外枠と埋め込みカラー側外枠間に外型枠を配置し、さらに差し口外枠内側には差し口型枠を配置し、埋め込みカラー側外枠の内側には埋め込みカラーを配置したこの差し口外枠と埋め込みカラー側外枠間に、
コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーにおける該隔壁の他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置した継手ユニットを配設し、隔壁の一方壁から差し口外枠間と、端板から埋め込みカラー側外枠間にそれぞれ鉄筋籠を配設して遠心成形により製造することを特徴とする可撓性ヒューム管の製造方法。
At the one end side and the other end side in the axial direction of the fume tube to be centrifugally formed, an outer frame and an embedded collar-side outer frame are arranged, and an outer formwork is arranged between the outer frame and the embedded collar-side outer frame. In addition, an insertion mold is arranged inside the outer frame of the outlet, and an embedded color is arranged inside the outer frame of the embedded color. Between this outer frame and the outer frame of the embedded color,
An outer diameter substantially equal to the outer diameter of the concrete portion, a cushion material is adhered to the other wall of the partition in an outer cylindrical collar having a T-shaped cross section in which the partition is erected at a right angle on the inner surface at the center in the axial direction, and the cushion material is interposed. An end plate with a width equal to or slightly smaller than the thickness of the concrete part is provided at a right angle to the connection part, and one or more sealing materials are arranged on the outer peripheral surface so as to stop water. A joint unit in which a diameterd inner cylinder is arranged, and a steel outer cylinder having an outer diameter substantially equal to the outer cylinder collar is arranged at the other end of the inner cylinder at a predetermined distance from the other end of the outer cylinder collar. A flexible fume tube characterized in that a reinforcing bar cage is disposed between one of the walls of the partition wall and the outer frame of the opening and between the end plate and the outer frame on the side of the embedded collar, and is manufactured by centrifugal molding. Method.
継手ユニットは、差し口型枠と埋め込みカラー側外枠間に複数個配置することを特徴とする請求項3に記載の可撓性ヒューム管の製造方法。4. The method for manufacturing a flexible fume tube according to claim 3, wherein a plurality of the joint units are arranged between the insertion mold and the embedded collar side outer frame. ヒューム管の代わりにボックスカルバートを用いたことを特徴とする請求項1又は2に記載のボックスカルバートの継手ユニットThe joint unit for a box culvert according to claim 1 or 2, wherein a box culvert is used instead of the fume tube. 底部には底外枠を配置し、製造されるボックスカルバートの軸線方向両端には両側外枠を配置すると共に、この両側外枠間の両側面に外型枠を配置して組み立てた型枠内に、
コンクリート部の外径とほぼ等しい外径で、軸線方向中央の内面に隔壁を直角に起立させたT型断面の外筒カラーの該隔壁における他方壁にクッション材を接着し、該クッション材を介してコンクリート部厚みと同じかやや小さい幅の端板を仕口部に直角に設けると共に、外周面には1本又は複数本のシール材を止水可能に配置した、外筒カラーの内径より縮径された内筒を配置し、該内筒の他方端部に外筒カラーと外径がほぼ等しい鋼製の外筒を、外筒カラーの他方端部から所定距離離して配置した継手ユニットを設置場所の特徴に対応させて所定箇所に所定個数配設し、隔壁の一方壁から側外枠間と、端板から側外枠間にそれぞれ鉄筋籠を配設した後、コンクリート打ち込みし振動成形により製造することを特徴とする可撓性ボックスカルバートの製造方法。
The bottom outer frame is placed on the bottom, the outer frames on both sides are placed on both ends in the axial direction of the box culvert to be manufactured, and the outer forms are placed on both sides between these two outer frames. To
An outer diameter substantially equal to the outer diameter of the concrete portion, a cushion material is adhered to the other wall of the partition wall of the outer cylindrical collar having a T-shaped cross section in which a partition wall is erected at the inner surface at the center in the axial direction at right angles, and the cushion material is interposed therebetween. An end plate with a width equal to or slightly smaller than the thickness of the concrete part is provided at a right angle to the connection part, and one or more sealing materials are arranged on the outer peripheral surface so as to stop water. A joint unit in which a diameterd inner cylinder is arranged, and a steel outer cylinder having an outer diameter substantially equal to the outer cylinder collar is arranged at the other end of the inner cylinder at a predetermined distance from the other end of the outer cylinder collar. After arranging the reinforcing bars in a predetermined number at predetermined locations corresponding to the characteristics of the installation location, and arranging reinforcing bars between the side outer frame from one wall of the partition wall and between the end plate and the outer frame, concrete is driven and vibration molding is performed. Flexible box cover characterized by being manufactured by Manufacturing method of Bad.
継手ユニットは、両側外枠間に複数個配置することを特徴とする請求項6に記載の可撓性ボックスカルバートの製造方法。The method for manufacturing a flexible box culvert according to claim 6, wherein a plurality of joint units are arranged between both outer frames.
JP2002280611A 2002-09-26 2002-09-26 Flexible fume tube, manufacturing method of flexible fume tube, flexible box culvert, and manufacturing method of flexible box culvert Expired - Fee Related JP4501335B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60146103U (en) * 1984-03-08 1985-09-28 藤村 一夫 Underdrain block joints
JPH10212897A (en) * 1997-01-29 1998-08-11 Nippon Hume Pipe Co Ltd Connection structure of propulsive pipe
JPH10331579A (en) * 1997-05-30 1998-12-15 Konoike Constr Ltd Driving pipe and push ring for driving engineering method
JPH11101377A (en) * 1997-09-29 1999-04-13 Nanno Construction Co Ltd Flexible hume pipe
JPH11198118A (en) * 1998-01-12 1999-07-27 Maeta Concrete Industry Ltd Form for manufacturing cylindrical block
JP2001295580A (en) * 2000-04-14 2001-10-26 Fujimura Fume Kan Kk High-water-pressure joint structure of centrifugal reinforced concrete pipe for propulsion and manufacturing method of the pipe
JP2001303888A (en) * 2000-04-25 2001-10-31 Okumura Corp Leading pipe used for pipe jacking method and molding method therefor

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60146103U (en) * 1984-03-08 1985-09-28 藤村 一夫 Underdrain block joints
JPH10212897A (en) * 1997-01-29 1998-08-11 Nippon Hume Pipe Co Ltd Connection structure of propulsive pipe
JPH10331579A (en) * 1997-05-30 1998-12-15 Konoike Constr Ltd Driving pipe and push ring for driving engineering method
JPH11101377A (en) * 1997-09-29 1999-04-13 Nanno Construction Co Ltd Flexible hume pipe
JPH11198118A (en) * 1998-01-12 1999-07-27 Maeta Concrete Industry Ltd Form for manufacturing cylindrical block
JP2001295580A (en) * 2000-04-14 2001-10-26 Fujimura Fume Kan Kk High-water-pressure joint structure of centrifugal reinforced concrete pipe for propulsion and manufacturing method of the pipe
JP2001303888A (en) * 2000-04-25 2001-10-31 Okumura Corp Leading pipe used for pipe jacking method and molding method therefor

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