JP2003090194A - Resin buried pipe bend correcting device - Google Patents

Resin buried pipe bend correcting device

Info

Publication number
JP2003090194A
JP2003090194A JP2001284763A JP2001284763A JP2003090194A JP 2003090194 A JP2003090194 A JP 2003090194A JP 2001284763 A JP2001284763 A JP 2001284763A JP 2001284763 A JP2001284763 A JP 2001284763A JP 2003090194 A JP2003090194 A JP 2003090194A
Authority
JP
Japan
Prior art keywords
buried pipe
resin
unit
buried
correcting
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
Application number
JP2001284763A
Other languages
Japanese (ja)
Inventor
Takeshi Ochi
剛 越智
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2001284763A priority Critical patent/JP2003090194A/en
Publication of JP2003090194A publication Critical patent/JP2003090194A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a resin buried pipe bend correcting device for correcting a bend of a resin buried pipe such as sewer pipe buried by a side cut pipe jacking burying method. SOLUTION: This resin buried pipe bend correcting device is composed of a plurality of correcting units 1 arranged on the outer periphery of a cylindrical body with a plurality of roller members 2 having the function of slidingly moving the outer periphery of the cylindrical body 1a having the prescribed length in the shaft direction while uniformly pressing and correcting the inner periphery of a resin buried pipe unit 10a to be buried outward in the radial direction, and is characterized in that the correcting units have a connecting means composed of mutually serially connectable connecting members 3, and the inside of the cylindrical body of the correcting units has a structure for at least axially taking in and out a screw unit 20 connectable in driving in series to a guiding pipe equipped with a jacking cutter on the tip.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は,横堀推進埋設工法
で埋設する,下水管用等の樹脂製埋設管の曲がりを矯正
する樹脂製埋設管曲がり矯正装置に関する。 【0002】 【従来の技術】従来技術の樹脂製埋設管曲がり矯正装置
は,露天掘りとも呼ぶ,立堀埋設埋設工法で埋設する,
樹脂製埋設管の曲がりを矯正する樹脂製埋設管曲がり矯
正装置は,例えば,特許番号:第2567822号「埋
設する塩化ビニール管の曲がり矯正装置」記載の矯正装
置があったが,しかし横堀推進埋設工法で横方向から埋
設する,樹脂製埋設管の曲がりを矯正する樹脂製埋設管
曲がり矯正装置はなかった。 【0003】従来技術の樹脂製埋設管の横堀推進埋設工
法での埋設施行手順は,例えば,特開平10─2739
99「小口径管埋設機の推進装置」記載の推進装置(4
0)を用い,図3(A)に示すように,先ず施行手順
(A)において,土壌(30)の横堀開始箇所に所望の
深さの発進立坑(30a)を設け,更に横堀終了箇所に
所望の深さの到達立坑(30b)を設け,該発進立坑底
部に,先端に推進用カッタを装備した先導管(40a)
を連結した該推進装置を設定する。次に,施行手順
(B)において,図3(B)に示すように,該推進用カ
ッタを回転させながら,推進ジャッキ(40b)を油圧
で前進し,横堀推進を開始する。次に,施行手順(C)
において,図3(C)に示すように,該推進ジャッキを
後退させ,埋設すべき所定の長さの樹脂製埋設管ユニッ
ト(10a)である埋設管ユニット(10)にスクリュ
ー・ユニット(20)を内蔵した該埋設管ユニットを該
推進装置に設置し,そして該先導管後部に接続し,横堀
推進を継続し,該スクリュー・ユニットは,スクリュー
・コンベヤ機能を有し,該先導管を駆動前進しつつ,削
岩された土砂をスクリューにより,該発進立坑側に搬送
する機能をも持つ。次に,施行手順(D)において,図
3(D)に示すように,施行手順(B)及び(C)の作
業を繰り返し,該埋設管ユニットを埋設・接続しなが
ら,該先導管を到達立坑に到達させ,そして該先導管を
到達立坑から回収し,一連の施行手順を終了し,内蔵す
る該スクリュー・ユニットを該発進立坑から回収し,連
結した該樹脂製埋設管ユニットである樹脂製埋設管を確
保した。 【0004】 【発明が解決しようとする課題】従来技術の横堀推進埋
設工法で埋設する,樹脂製埋設管の曲がりを矯正する樹
脂製埋設管曲がり矯正装置はなかったので,埋設した樹
脂製埋設管内では,直線状の円筒形から外れた異常な湾
曲箇所が発生し,流れる下水等の流体が,円滑に流れる
流れ勾配が得られず,汚泥等が滞留する問題点があっ
た。 【0005】 【課題を解決するための手段】上記の問題点を解決する
ために,本発明の樹脂製埋設管曲がり矯正装置は,所定
の長さの筒体の外周が,埋設すべき樹脂製埋設管ユニッ
トの内周を,径方向外側に均等に押圧矯正しながら滑動
自在に軸方向に移動する機能を有する,直列連結可能な
複数の矯正ユニットから成り,そして該矯正ユニットの
内部が,少なくとも横堀推進埋設工法に用いられる構造
を有する事を特徴とする。 【0006】 【発明の実施の形態】本発明の樹脂製埋設管曲がり矯正
装置は,所定の長さのステンレス鋼材等の金属製筒体の
外周が,埋設すべき樹脂製埋設管ユニットの内周を,径
方向外側に均等に押圧矯正しながら滑動自在に軸方向に
移動する機能を有する,複数のコロ部材を該筒体外周に
配設した,複数の矯正ユニットから成り,該矯正ユニッ
トは,互いに直列連結可能な連結部材から成る連結手段
を持ち,そして該矯正ユニットの筒体内部は,横堀推進
埋設工法に用いる,先端に推進用カッタを装備した先導
管に直列駆動接続可能な,スクリュー・ユニットが,少
なくとも軸方向に出し入れ自在な構造を有する事を特徴
とする。 【0007】本発明の樹脂製埋設管曲がり矯正装置にお
いて,複数のコロ部材の筒体外周への配設方法は,該筒
体の両端部近傍の外周に,それぞれ複数個づつ所定の開
口部を形成し,外周を硬質ゴム等の柔軟性を有する材質
で被覆した転動体の回転方向両端近傍の,該コロ部材の
耐食金属製車体の一対の各取り付け孔内外に,該筒体の
径方向への高さ調節可能な所定の厚みのスペーサを用い
て,板形状の取り付け部材を挟持し,各該開口部の軸方
向に相対する該開口部厚み端部を,内外該取り付け部材
端部で挟持・締めつけて,該コロ部材を各開口部に配設
する事も出来る。 【0008】本発明の樹脂製埋設管曲がり矯正装置にお
いて,矯正ユニットが互いに直列連結可能な連結手段と
して,該矯正ユニットの筒体両端部に,複数の連結孔を
設け,隣接して接続する両該矯正ユニットの相対する両
該連結孔に対し,それぞれ連結部材を用いて連結可能と
し,該連結部材は,角棒の両端部に,互いに逆ネジ溝を
設け,該ネジ溝に適合するボルトの一端部に,該連結孔
に挿入係止する凸部を形成し,係止部とし,そして該角
棒の回転により,相対する両該連結孔に挿入係止した,
一対の係止部を,締めつけ・解除自在とし,隣接する該
矯正ユニットを連結・解除自在にする事も出来る。 【0009】本発明の樹脂製埋設管曲がり矯正装置に使
用方法は,矯正ユニットを,埋設すべき樹脂製埋設管ユ
ニットの内周に挿入し,埋設管ユニットとし,該樹脂製
埋設管ユニット及び矯正ユニットどうしをそれぞれ連結
しながら,複数の該埋設管ユニットを,横堀推進埋設工
法により埋設し,そして所定の時間を経て,埋設・連結
した該樹脂製埋設管ユニット外周の土壌が馴染み十分固
形化した後,連結した該矯正ユニットの連結手段を,順
次解除しながら引き抜き,軸方向に連続直線形状の内径
曲面を有する,矯正し埋設・連結した該樹脂製埋設管ユ
ニットを確保する事を特徴とする。 【0010】本発明の樹脂製埋設管曲がり矯正装置の寸
法は,塩化ビニール管等の所定の外径,厚み,単位ユニ
ット長の樹脂製埋設管ユニットに対応し,コロ部材の転
動体の外径を選択し,所定の単位ユニット長の筒体の外
径,厚みを組み合わせて調節・適用し,そしてスクリュ
ー・ユニットが,少なくとも軸方向に出し入れ自在な構
造とし,該コロ部材及び連結部材は,市販の各種の寸法
の部材を用いる事も出来る。 【0011】本発明の樹脂製埋設管曲がり矯正装置を適
用できる下水管等の横堀推進埋設工法において,特開平
10─273999「小口径管埋設機の推進装置」記載
の推進装置を用いる事も出来る。 【0012】本発明の樹脂製埋設管曲がり矯正装置は,
軸方向に直線形状の連続内径曲面を有する,矯正し埋設
・連結した設計どうりの樹脂製埋設管ユニットを確保で
きるので,該樹脂製埋設管内を流れる下水等の流体が,
円滑に流れる流れ勾配を提供し,汚泥等が滞留すること
ない作用を有する。 【0013】 【実施例】この発明の実施例の図面において,図1は,
本発明の実施例を示す,樹脂製埋設管曲がり矯正装置の
使用状態の,(A)は一部縦断面欠載正面図,そして
(B)は,その一部欠載横断面図である。図2は,本発
明の実施例を示す,樹脂製埋設管曲がり矯正装置の矯正
ユニットの,(A)は一部欠載主要部拡大正面図,そし
て(B)は,その一部欠載主要部拡大側面図である。図
3は,本発明の実施例を示す,樹脂製埋設管曲がり矯正
装置を適用できる,横堀推進埋設工法の施行手順:
(A),(B),(C)そして(D)である。 【0014】この発明の実施例を以下説明すると,樹脂
製埋設管曲がり矯正装置は,図1及び図2に示すよう
に,所定の長さのステンレス鋼材等の金属製筒体(1
a)の外周が,埋設すべき樹脂製埋設管ユニット(10
a)の内周を,径方向外側に均等に押圧矯正しながら滑
動自在に軸方向に移動する機能を有する,複数のコロ部
材(2)を該筒体外周に配設した,複数の矯正ユニット
(1)から成り,該矯正ユニットは,互いに直列連結可
能な連結部材(3)から成る連結手段を持ち,そして該
矯正ユニットの筒体内部は,横堀推進埋設工法に用い
る,先端に推進用カッタを装備した先導管に直列駆動接
続可能な,スクリュー・ユニット(20)が,少なくと
も軸方向に出し入れ自在な構造を有する事を特徴とす
る。 【0015】本発明の実施例の樹脂製埋設管曲がり矯正
装置において,複数のコロ部材(2)の筒体(1a)外
周への配設方法は,図2に示すように,該筒体の両端部
近傍の外周に,それぞれ4個づつ所定の開口部(1b)
を形成し,外周を硬質ゴム等の柔軟性を有する材質で被
覆した転動体(2a)の回転方向両端近傍の,該コロ部
材の耐食金属製車体の一対の各取り付け孔内外に,該筒
体の径方向への高さ調節可能な所定の厚みのスペーサを
用いて,板形状の取り付け部材(2b)を挟持し,各該
開口部の軸方向に相対する該開口部厚み端部を,内外該
取り付け部材端部で挟持・締めつけて,該コロ部材を各
開口部に配設した。 【0016】本発明の実施例の樹脂製埋設管曲がり矯正
装置において,矯正ユニット(1)が互いに直列連結可
能な連結手段として,図1に示すように,該矯正ユニッ
トの筒体(1a)両端部に,複数の連結孔(1c)を設
け,隣接して接続する両該矯正ユニットの相対する両該
連結孔に対し,それぞれ連結部材(3)を用いて連結可
能とし,該連結部材は,角棒(3b)の両端部に,互い
に逆ネジ溝を設け,該ネジ溝に適合するボルトの一端部
に,該連結孔に挿入係止する凸部を形成し,係止部(3
a)とし,そして該角棒の回転により,相対する両該連
結孔に挿入係止した,一対の係止部を,締めつけ・解除
自在とし,隣接する該矯正ユニットを連結・解除自在に
した。 【0017】本発明の実施例の樹脂製埋設管曲がり矯正
装置に使用方法は,図1に示すように,矯正ユニット
(1)を,埋設すべき樹脂製埋設管ユニット(10a)
の内周に挿入し,埋設管ユニット(10)とし,該樹脂
製埋設管ユニット及び矯正ユニットどうしをそれぞれ連
結しながら,複数の該埋設管ユニットを,横堀推進埋設
工法により埋設し,そして所定の時間を経て,埋設・連
結した該樹脂製埋設管ユニット外周の土壌(30)が馴
染み十分固形化した後,連結した該矯正ユニットの連結
手段を,順次解除しながら引き抜き,軸方向に直線形状
の内径曲面を有する,矯正し埋設・連結した該樹脂製埋
設管ユニットを確保した。 【0018】本発明の実施例の樹脂製埋設管曲がり矯正
装置の寸法は,塩化ビニール管:外径;300mm,内
径;280mmから成る,単位ユニット長:1mの樹脂
製埋設管ユニット(10a)に対して,コロ部材(2)
の転動体(2a)の外径:40mmを用い,単位ユニッ
ト長:1mのステンレス製筒体(1a)の外径:240
mm,厚み:4mmを採用し,そして最大外径:200
mm以下のスクリュー・ユニット(20)が,少なくと
も軸方向に出し入れ自在な構造とし,該コロ部材及び連
結部材(3)は,市販の部材を用いた。 【0019】本発明の実施例の樹脂製埋設管曲がり矯正
装置を適用できる,横堀推進埋設工法の施行手順は,前
記の特開平10─273999「小口径管埋設機の推進
装置」記載の推進装置(40)を用い,図3(A)及び
(B)に示すように,前記の施行手順(A)及び(B)
を経て,次に,施行手順(C)において,図3(C)に
示すように,該推進ジャッキを後退させ,矯正ユニット
(1)を,埋設すべき樹脂製埋設管ユニット(10a)
の内周に挿入し,埋設管ユニット(10)とし,更に該
埋設管ユニットにスクリュー・ユニット(20)を内蔵
した該埋設管ユニットを該推進装置に設置し,そして先
導管(40a)後部に接続し,横堀推進を継続し,該ス
クリュー・ユニットは,スクリュー・コンベヤ機能を有
し,該先導管を駆動前進しつつ,削岩された土砂をスク
リューにより,発進立坑(30a)側に搬送する機能を
も持つ。次に施行手順(D)において,図3(D)に示
すように,施行手順(B)及び(C)の作業を繰り返
し,該埋設管ユニットを埋設・接続しながら,該先導管
を到達立坑(30b)に到達させ,そして該先導管を到
達立坑から回収し,一連の施行手順を終了し,内蔵する
該スクリュー・ユニットを該発進立坑から回収し,該横
堀推進埋設工法を確保し,そして所定の時間を経て,埋
設・連結した該樹脂製埋設管ユニット外周の該土壌が馴
染み十分固形化した後,連結した該矯正ユニットの連結
手段を,順次解除しながら引き抜き,矯正し埋設・連結
した該樹脂製埋設管ユニットである樹脂製埋設管を確保
した。 【0020】 【発明の効果】本発明は,以上説明した様な形態で実施
され,以下に記載される様な効果を有する。 【0021】本発明の樹脂製埋設管曲がり矯正装置は,
軸方向に直線形状の連続内径曲面を有する,矯正し埋設
・連結した設計どうりの樹脂製埋設管ユニットを確保で
きるので,該樹脂製埋設管内を流れる下水等の流体が,
円滑に流れる流れ勾配を提供し,汚泥等が滞留すること
ない効果を有する。 【0022】本発明の樹脂製埋設管曲がり矯正装置は,
簡単な構造なので,各種の径寸法の樹脂製埋設管に対応
でき,修理・調整が容易で,市販の各種のコロ部材及び
連結部材を流用できるので,安価に製造でき,且つ何回
でも横堀推進埋設工法に使用できる効果を有する。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for straightening a resin buried pipe for sewage pipes or the like, which is to be buried by a Yokobori propulsion burying method. About. 2. Description of the Related Art A conventional straightening device made of resin buried pipes, which is also called open pit mining, is buried by a burial burial method.
An example of a resin buried pipe bending straightening device for correcting a bending of a resin buried pipe is a straightening device described in Patent No. 2567822 "Bending straightening device of a buried vinyl chloride pipe". There is no resin buried pipe bending straightening device that corrects the bending of the resin buried pipe buried from the lateral direction by the construction method. [0003] The procedure of burying a resin buried pipe in the prior art by the horizontal moat propulsion burying method is described in, for example, Japanese Patent Laid-Open No. 10-2739.
Propulsion device described in 99 "Propulsion device for small-diameter pipe burial machine" (4
As shown in FIG. 3 (A), first, in the execution procedure (A), a starting shaft (30a) having a desired depth is provided at the starting point of the horizontal moat of the soil (30), and further at the end of the horizontal moat. A leading shaft (40a) provided with a reaching shaft (30b) of a desired depth and a propulsion cutter at the tip at the bottom of the starting shaft.
Is set. Next, in the execution procedure (B), as shown in FIG. 3 (B), the propulsion jack (40b) is advanced hydraulically while rotating the propulsion cutter, and the horizontal moat propulsion is started. Next, the enforcement procedure (C)
At this time, as shown in FIG. 3 (C), the propulsion jack is retracted and the screw unit (20) is inserted into the buried pipe unit (10), which is a resin buried pipe unit (10a) having a predetermined length to be buried. Is installed in the propulsion device, and is connected to the rear of the forward conduit, and the horizontal drive is continued, and the screw unit has a screw conveyor function and drives the forward conduit. In addition, the screw has the function of transporting the excavated earth and sand to the start shaft by a screw. Next, in the enforcement procedure (D), as shown in FIG. 3 (D), the operations of the enforcement procedures (B) and (C) are repeated to reach the leading conduit while burying and connecting the buried pipe unit. The shaft is reached, and the leading conduit is recovered from the reaching shaft, a series of execution procedures are completed, the screw unit incorporated therein is recovered from the starting shaft, and the resin-buried pipe unit connected to the resin buried pipe unit is connected. A buried pipe was secured. [0004] There is no resin buried pipe bending correction device for correcting the bending of a resin buried pipe which is buried by the prior art Yokobori propulsion burying method. In such a case, an abnormal curved portion deviating from a straight cylindrical shape occurs, and there is a problem that a fluid such as sewage does not have a smooth flow gradient and sludge or the like stays. [0005] In order to solve the above-mentioned problems, a resin buried pipe bending straightening device according to the present invention comprises a cylindrical body having a predetermined length, the outer circumference of which is made of resin to be buried. The inner circumference of the buried pipe unit is composed of a plurality of straightening units that can be connected in series and has a function of sliding in the axial direction while slidably pressing the inner circumference evenly in the radial direction. It is characterized by having a structure used for the Yokobori propulsion burial method. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The resin buried pipe bending straightening device of the present invention is characterized in that the outer circumference of a metal tube made of stainless steel or the like having a predetermined length has the inner circumference of the resin buried pipe unit to be buried. Is composed of a plurality of correction units having a function of slidably moving in the axial direction while correcting the pressure evenly to the outside in the radial direction, and having a plurality of roller members disposed on the outer periphery of the cylindrical body. The straightening unit has connecting means consisting of connecting members which can be connected in series to each other, and the inside of the cylinder of the straightening unit can be connected in series with a front pipe equipped with a propelling cutter at the tip, which can be used in the Yokobori propulsion burying method. The unit is characterized in that it has a structure that can be freely inserted and removed at least in the axial direction. In the bending correction device for a buried pipe made of resin according to the present invention, the method of arranging the plurality of roller members on the outer periphery of the cylindrical body includes the steps of forming a plurality of predetermined openings on the outer periphery near both ends of the cylindrical body. In the radial direction of the cylindrical body, in the vicinity of both ends in the rotational direction of the rolling element, the outer circumference of which is coated with a flexible material such as hard rubber, inside and outside a pair of mounting holes of the corrosion-resistant metal body of the roller member. A plate-shaped mounting member is sandwiched by using a spacer having a predetermined thickness that can be adjusted in height, and the end of the opening that is opposed to the opening in the axial direction is sandwiched between the inner and outer ends of the mounting member. -By tightening, the roller member can be disposed in each opening. In the apparatus for straightening bent pipes made of resin according to the present invention, a plurality of connecting holes are provided at both ends of a cylindrical body of the straightening unit as connecting means capable of connecting the straightening units in series with each other. A connection member can be connected to each of the opposite connection holes of the straightening unit by using connection members, and the connection members are provided with mutually reverse screw grooves at both ends of the square bar, and bolts that fit into the screw grooves are provided. A protrusion is formed at one end to be inserted and locked in the connection hole, and is used as a locking portion, and is inserted and locked in the two opposite connection holes by rotation of the square bar.
The pair of locking portions can be tightened and released freely, and the adjacent correction units can be connected and released freely. [0009] The method of use of the resin buried pipe bending straightening device of the present invention is as follows. The straightening unit is inserted into the inner periphery of the resin buried pipe unit to be buried to form a buried pipe unit. While connecting the units, a plurality of the buried pipe units were buried by the Yokobori propulsion burying method, and after a predetermined period of time, the soil around the buried / connected resin buried pipe unit became familiar and sufficiently solidified. After that, the connecting means of the connected straightening unit is pulled out while being sequentially released, and the straightened, buried and connected resin buried pipe unit having a continuous linear curved surface in the axial direction is secured. . The dimensions of the resin buried pipe bending straightening device of the present invention correspond to a resin buried pipe unit having a predetermined outer diameter, thickness, and unit length, such as a vinyl chloride pipe, and the outer diameter of the rolling element of the roller member. Is selected and adjusted and applied by combining the outer diameter and thickness of a cylinder of a predetermined unit length, and the screw unit has a structure that can be freely inserted and removed at least in the axial direction. Can be used. In the method of burying and sewing a sewer pipe or the like to which the resin burying pipe bending straightening device of the present invention can be applied, a propulsion device described in JP-A-10-273999 "Propulsion device for small-diameter pipe burying machine" can be used. . The resin buried pipe bending straightening device of the present invention comprises:
A straightened, buried, and connected resin buried pipe unit with a straight, continuous internal curved surface that is straight in the axial direction can be secured, so fluid such as sewage flowing through the resin buried pipe can be secured.
It provides a flow gradient that flows smoothly and has the effect of preventing sludge and the like from staying. FIG. 1 is a block diagram of an embodiment of the present invention.
1A is a partially cutaway front view of a state in which a resin buried pipe bending straightening device according to an embodiment of the present invention is used, and FIG. FIGS. 2A and 2B are enlarged front views of a part of a straightening unit of a resin buried pipe bending straightening device showing an embodiment of the present invention, and FIG. It is a part enlarged side view. FIG. 3 shows an embodiment of the present invention, in which a resin buried pipe bending straightening device can be applied.
(A), (B), (C) and (D). DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below. As shown in FIG. 1 and FIG. 2, a resin buried pipe bending straightening device comprises a metal cylinder (1) made of a predetermined length of stainless steel or the like.
The outer circumference of a) is a resin buried pipe unit (10
a) a plurality of correction units having a function of slidably moving in the axial direction while uniformly correcting the inner circumference of a) radially outward, and having a plurality of roller members (2) disposed on the outer circumference of the cylindrical body; (1) The straightening unit has connecting means consisting of a connecting member (3) which can be connected in series with each other, and the inside of the cylindrical body of the straightening unit has a propelling cutter at the tip used for the Yokobori propulsion burying method. The screw unit (20), which can be connected in series to a front conduit equipped with a, has a structure that can be freely inserted and removed at least in the axial direction. In the resin straightening pipe bending correcting apparatus according to the embodiment of the present invention, the method of disposing the plurality of roller members (2) on the outer periphery of the cylindrical body (1a) is as shown in FIG. Predetermined openings (1b) on the outer periphery near both ends, four each
The rolling element (2a) whose outer periphery is coated with a material having flexibility such as hard rubber, near the both ends in the rotation direction, inside and outside a pair of mounting holes of the corrosion-resistant metal body of the roller member. A plate-shaped mounting member (2b) is sandwiched by using a spacer having a predetermined thickness whose height in the radial direction can be adjusted, and the thickness ends of the openings facing each other in the axial direction are fixed to the inside and outside. The roller member was disposed at each opening by clamping and tightening at the end of the mounting member. In the apparatus for straightening a buried pipe made of resin according to an embodiment of the present invention, as shown in FIG. 1, both ends of a cylindrical body (1a) of the straightening unit are used as connecting means for connecting the straightening units (1) in series with each other. A plurality of connecting holes (1c) are provided in the part, and the connecting units (3) can be connected to the opposing connecting holes of the correction units that are adjacently connected to each other by using a connecting member (3). The opposite ends of the square rod (3b) are provided with mutually reverse threaded grooves, and one end of a bolt that fits the threaded groove is formed with a convex portion that is inserted and locked in the connection hole.
a), and by rotation of the square bar, a pair of locking portions inserted and locked in the two opposing connection holes can be tightened / released, and the adjacent correction unit can be connected / released. As shown in FIG. 1, the method of using the resin buried pipe bending straightening device according to the embodiment of the present invention is as follows: the straightening unit (1) is replaced with a resin buried pipe unit (10a) to be buried.
A plurality of the buried pipe units are buried by the Yokobori propulsion burying method while connecting the resin buried pipe unit and the correction unit to each other to form a buried pipe unit (10). After a certain time, after the soil (30) around the buried / connected resin buried pipe unit is familiar and sufficiently solidified, the connecting means of the connected straightening unit are pulled out while sequentially releasing the straightening means, and a straight line is formed in the axial direction. A straightened, buried and connected resin buried pipe unit having an inner diameter curved surface was secured. The dimensions of the resin buried pipe bending straightening apparatus of the embodiment of the present invention are as follows: a resin buried pipe unit (10a) having a unit length of 1 m, comprising: PVC pipe: outer diameter: 300 mm, inner diameter: 280 mm. On the other hand, roller member (2)
The outer diameter of the rolling element (2a) is 40 mm, and the outer diameter of the stainless steel cylinder (1a) having a unit length of 1 m is 240.
mm, thickness: 4mm, and maximum outer diameter: 200
The screw unit (20) of mm or less has a structure that can be freely inserted and removed at least in the axial direction, and a commercially available member is used for the roller member and the connecting member (3). The procedure for performing the Yokobori propulsion burying method, to which the resin buried pipe bending straightening device according to the embodiment of the present invention can be applied, is described in the above-mentioned Japanese Patent Application Laid-Open No. 10-273999, entitled "Propulsion device for small diameter pipe burying machine". Using (40), as shown in FIGS. 3 (A) and (B), the above-mentioned enforcement procedures (A) and (B)
Then, in the enforcement procedure (C), as shown in FIG. 3 (C), the propulsion jack is retracted, and the straightening unit (1) is replaced with the resin buried pipe unit (10a) to be buried.
Buried pipe unit (10), and the buried pipe unit incorporating the screw unit (20) in the buried pipe unit is installed in the propulsion device. The screw unit has a screw conveyor function. The screw unit conveys the rock excavated to the starting shaft (30a) by a screw while driving and moving the tip conduit. It also has functions. Next, in the enforcement procedure (D), as shown in FIG. 3 (D), the operations of the enforcement procedures (B) and (C) are repeated, and while burying and connecting the buried pipe unit, the leading pipe is connected to the arrival shaft. (30b) and withdrawing the leading conduit from the reaching shaft, completing a series of execution procedures, retrieving the built-in screw unit from the starting shaft, securing the Yokobori propulsion burial method, and After a predetermined period of time, the soil around the buried / connected resin buried pipe unit has become familiar and sufficiently solidified, and then the connecting means of the connected straightening units are pulled out while being sequentially released, straightened, straightened and buried / connected. A resin buried pipe as the resin buried pipe unit was secured. The present invention is embodied in the form described above and has the following effects. [0021] The resin straightening pipe bending straightening device of the present invention comprises:
A straightened, buried, and connected resin buried pipe unit with a straight, continuous internal curved surface that is straight in the axial direction can be secured, so fluid such as sewage flowing through the resin buried pipe can be secured.
It provides a flow gradient that flows smoothly and has the effect that sludge and the like do not stay. The resin buried pipe bending straightening device of the present invention comprises:
The simple structure allows it to be used for resin buried pipes of various diameters, is easy to repair and adjust, and can use various commercially available roller members and connecting members, so that it can be manufactured at low cost and can be procured many times. It has an effect that can be used for buried construction methods.

【図面の簡単な説明】 【図1】本発明の実施例を示す,樹脂製埋設管曲がり矯
正装置の使用状態の,(A)は一部縦断面欠載正面図,
そして(B)は,その一部欠載横断面図。 【図2】本発明の実施例を示す,樹脂製埋設管曲がり矯
正装置の矯正ユニットの,(A)は一部欠載主要部拡大
正面図,そして(B)は,その一部欠載主要部拡大側面
図。 【図3】本発明の実施例を示す,樹脂製埋設管曲がり矯
正装置を適用できる,横堀推進埋設工法の施行手順:
(A),(B),(C)そして(D)。 【符号の説明】 1 矯正ユニット 1a 筒体 1b 開口部 1c 連結孔 2 コロ部材 2a 転動体 2b 取り付け部材 3 連結部材 3a 係止部 3b 角棒 10 埋設管ユニット 10a 樹脂製埋設管ユニット 20 スクリュー・ユニット 30 土壌 30a 発進立坑 30b 到達立坑 40 推進装置 40a 先導管 40b 推進ジャッキ
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 (A) is a partially cutaway front view of a longitudinal section of a resin buried pipe bending straightening apparatus in use according to an embodiment of the present invention.
(B) is a partially cutaway cross-sectional view thereof. FIGS. 2A and 2B are enlarged front views of a partially omitted main part of a straightening unit of a resin buried pipe bending straightening apparatus showing an embodiment of the present invention, and FIG. Part enlarged side view. FIG. 3 shows an embodiment of the present invention, in which a resin buried pipe bending straightening device can be applied, and a Yokobori propulsion burying method is applied.
(A), (B), (C) and (D). DESCRIPTION OF SYMBOLS 1 Straightening unit 1a Cylindrical body 1b Opening 1c Connecting hole 2 Roller member 2a Rolling element 2b Mounting member 3 Connecting member 3a Locking portion 3b Square rod 10 Embedded pipe unit 10a Resin embedded pipe unit 20 Screw unit Reference Signs List 30 soil 30a starting shaft 30b reaching shaft 40 propulsion device 40a forward conduit 40b propulsion jack

Claims (1)

【特許請求の範囲】 【請求項1】所定の長さの筒体(1a)の外周が,埋設
すべき樹脂製埋設管ユニット(10a)の内周を,径方
向外側に均等に押圧矯正しながら滑動自在に軸方向に移
動する機能を有する,複数のコロ部材(2)を該筒体外
周に配設した,複数の矯正ユニット(1)から成り,該
矯正ユニットは,互いに直列連結可能な連結部材(3)
から成る連結手段を持ち,そして該矯正ユニットの筒体
内部は,横堀推進埋設工法に用いる,先端に推進用カッ
タを装備した先導管に直列駆動接続可能な,スクリュー
・ユニット(20)が,少なくとも軸方向に出し入れ自
在な構造を有する事を特徴とする樹脂製埋設管曲がり矯
正装置。
Claims: 1. An outer circumference of a cylindrical body (1a) having a predetermined length uniformly presses and corrects an inner circumference of a resin buried pipe unit (10a) to be buried radially outward. It comprises a plurality of correction units (1) having a plurality of roller members (2) arranged on the outer periphery of the cylindrical body and having a function of slidably moving in the axial direction, and the correction units can be connected to each other in series. Connecting member (3)
At least a screw unit (20) having a connecting means consisting of: A resin straightening pipe bending straightening device characterized by having a structure that can be freely taken in and out in the axial direction.
JP2001284763A 2001-09-19 2001-09-19 Resin buried pipe bend correcting device Pending JP2003090194A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001284763A JP2003090194A (en) 2001-09-19 2001-09-19 Resin buried pipe bend correcting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001284763A JP2003090194A (en) 2001-09-19 2001-09-19 Resin buried pipe bend correcting device

Publications (1)

Publication Number Publication Date
JP2003090194A true JP2003090194A (en) 2003-03-28

Family

ID=19108030

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001284763A Pending JP2003090194A (en) 2001-09-19 2001-09-19 Resin buried pipe bend correcting device

Country Status (1)

Country Link
JP (1) JP2003090194A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113028141A (en) * 2021-05-06 2021-06-25 上海公路桥梁(集团)有限公司 Pipe jacking machine head torsion deviation rectifying device and deviation rectifying method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0310783U (en) * 1989-06-15 1991-01-31
JPH0323283U (en) * 1989-07-18 1991-03-11
JP2567822B2 (en) * 1994-10-03 1996-12-25 剛 越智 Bending correction device for buried PVC pipes
JP2000240850A (en) * 1999-02-22 2000-09-08 Sekisui Chem Co Ltd Deformation correcting device for lining pipe, and lining method for lining pipe using device thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0310783U (en) * 1989-06-15 1991-01-31
JPH0323283U (en) * 1989-07-18 1991-03-11
JP2567822B2 (en) * 1994-10-03 1996-12-25 剛 越智 Bending correction device for buried PVC pipes
JP2000240850A (en) * 1999-02-22 2000-09-08 Sekisui Chem Co Ltd Deformation correcting device for lining pipe, and lining method for lining pipe using device thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113028141A (en) * 2021-05-06 2021-06-25 上海公路桥梁(集团)有限公司 Pipe jacking machine head torsion deviation rectifying device and deviation rectifying method thereof
CN113028141B (en) * 2021-05-06 2023-01-20 上海公路桥梁(集团)有限公司 Pipe jacking machine head torsion deviation rectifying device and deviation rectifying method thereof

Similar Documents

Publication Publication Date Title
KR101944262B1 (en) Simultaneous propulsion construction method using double pipe
JPH06504498A (en) How to insert a liner into a tubular member while changing the angle
JP2003090194A (en) Resin buried pipe bend correcting device
JP4467477B2 (en) Entrance entrance for propulsion pipe, structure of entrance for arrival, and water stop method for entrance entrance
JPH03290590A (en) Jacking method of underground pipe
JPS5945077B2 (en) Method for promoting and burying small diameter soft ducts
JP3700030B2 (en) Propulsion method to wellhead and support structure of entrance packing
JP6335828B2 (en) Saya tube propulsion method
JP4335420B2 (en) Drilling rig
JP2014104612A (en) Lining method and generated pipe line
JP4459076B2 (en) Steel pipe machine
JP3491891B2 (en) Pipe underground construction apparatus and method
JP3822686B2 (en) Lining method for existing pipes
JP4583630B2 (en) Digging equipment
JPH0547830Y2 (en)
JP3492027B2 (en) Underground pipe drawing method
JP3731874B2 (en) Tube underground installation device and method
JP3561449B2 (en) Method and apparatus for enlarging cutting of existing pipeline
JPH0689634B2 (en) Pipe propulsion burying method and its equipment
JP3763534B2 (en) Underground installation equipment for pipes
JP4383305B2 (en) Device propelled in the ground to form a small-diameter tunnel and propulsion method using the same
KR20030005651A (en) Pipe laying apparatus
JPH05287726A (en) Installation method for line for drainage
JP2003232188A (en) Pipe jacking machine, adaptor and pipe jacking method
JPH089951B2 (en) Method and device for burial of buried pipe

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080916

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100611

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100622

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20101102