JP4541843B2 - Continuous water flow path forming device for existing fluid pipes - Google Patents

Continuous water flow path forming device for existing fluid pipes Download PDF

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JP4541843B2
JP4541843B2 JP2004329104A JP2004329104A JP4541843B2 JP 4541843 B2 JP4541843 B2 JP 4541843B2 JP 2004329104 A JP2004329104 A JP 2004329104A JP 2004329104 A JP2004329104 A JP 2004329104A JP 4541843 B2 JP4541843 B2 JP 4541843B2
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flow path
housing
partition
partition wall
water flow
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JP2006138407A (en
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実 澤田
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Cosmo Koki Co Ltd
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Description

本発明は、例えば上下水道管やガス管等の既設流体管を、内部の流体の流下を一時的に遮断することなく流路形成できるようにした既設流体管の不断水流路形成装置に関する。   The present invention relates to a continuous water flow path forming apparatus for an existing fluid pipe, which can form a flow path of an existing fluid pipe such as a water and sewage pipe and a gas pipe without temporarily blocking the flow of an internal fluid.

従来の既設流体管の不断水流路形成装置は、分割可能な筐体を既設流体管の外周面に水密的に装着し、筐体内部の既設流体管を切断した後、既設流体管の切断面間に仕切体等の流路形成装置を設置している(例えば、特許文献1参照)。   A conventional continuous flow channel forming device for an existing fluid pipe is mounted on a peripheral surface of an existing fluid pipe in a watertight manner, and after cutting the existing fluid pipe inside the casing, the cut surface of the existing fluid pipe A flow path forming device such as a partition is installed between them (see, for example, Patent Document 1).

実公平4−29188号公報(第1頁、第3図)Japanese Utility Model Publication No. 4-29188 (page 1, Fig. 3)

しかしながら、特許文献1にあっては、既設流体管の切断後、既設流体管の切断面間に仕切体を設置する場合において、前記仕切体を上方から設置位置に向かって下降動作させる際に、前記仕切体の両側面に配設されたシール材が、筐体内側面との摺接により変形するため、設置位置において前記仕切体のシール効果を維持できないという問題があった。   However, in Patent Document 1, when the partition body is installed between the cut surfaces of the existing fluid pipe after the existing fluid pipe is cut, when the partition body is moved downward from the upper side toward the installation position, Since the sealing material provided on both side surfaces of the partition is deformed by sliding contact with the inner surface of the housing, there is a problem that the sealing effect of the partition cannot be maintained at the installation position.

本発明は、このような問題点に着目してなされたもので、既設流体管の切断後、既設流体管の切断面間に仕切体を設置する場合において、前記仕切体を上方から設置位置に向かって下降動作させる際に、前記仕切体の両側面に配設されたシール材が変形を生じずに、前記仕切体の設置位置において、よりシール効果を維持し流体漏洩を防止することを目的とする。   The present invention has been made paying attention to such a problem, and when the partition body is installed between the cut surfaces of the existing fluid pipe after the existing fluid pipe is cut, the partition body is set to the installation position from above. An object of the present invention is to maintain a sealing effect and prevent fluid leakage at the installation position of the partition without causing deformation of the seal material disposed on both side surfaces of the partition when the downward movement is performed. And

上記課題を解決するために、本発明の請求項1に記載の既設流体管の不断水流路形成装置は、
既設流体管の外周面を少なくとも3方向の流路を確保できる筐体で密封し、不断水状態で前記既設流体管を切断して、少なくとも底面と側面とを有する筐体内部に仕切体を設置して他の流路を形成する既設流体管の不断水流路形成装置であって、
前記仕切体が前記筐体内の流体の少なくとも1流路を遮断する仕切壁と、引導曲面を有する流体案内部とからなり、前記仕切壁の周縁面には、少なくとも両側面及び底面にシール材が設けられており、前記筐体の内側面における、前記仕切壁の両側面に備えたシール材の当接する当接面が、前記筐体の内側面に肉厚の側面段部として少なくとも1対形成されるとともに、前記仕切体の設置位置である前記筐体の底面には、前記仕切壁の底面のシール材が水密的に当接する当接面が、前記筐体の底面に肉厚の底面段部として少なくとも1条形成され、前記側面段部と連続する構造となっており、且つ、前記シール材との当接面を形成する前記底面段部の上面が前記既設流体管の上流側に向かって下り勾配に設けられていることを特徴としている。
この特徴によれば、側面段部の加工形成及び側面段部の表面処理のみで、仕切壁の両側面と当接する当接面を確保できるので、筐体の内面をシール材の当接面とするものと比べ加工形成が簡便でありまた安価である。
また、筐体の内側面および内底面に肉厚の段部が形成されているために、管内流路の遮断に必要な仕切体の寸法形状を、段部を有さない筐体と比べて、小さく抑えることができるため、仕切体を小型化及び軽量化することができ、仕切体の設置手間が簡便になる。
更に、既設流体管の管内の水流と、底面段部の上面の勾配により、切り粉が底面段部の上面に付着しづらくなる。
In order to solve the above-described problem, the continuous fluid flow path forming device for an existing fluid pipe according to claim 1 of the present invention provides:
The outer peripheral surface of the existing fluid pipe is sealed with a casing capable of securing at least three-direction flow paths, and the existing fluid pipe is cut in an indefinite water state, and a partition is installed inside the casing having at least a bottom surface and a side surface. And a continuous water flow path forming device for an existing fluid pipe that forms another flow path,
The partition body includes a partition wall that blocks at least one flow path of the fluid in the housing, and a fluid guide portion having a guiding curved surface, and a sealing material is provided on at least both side surfaces and a bottom surface of the peripheral surface of the partition wall. And at least one pair of contact surfaces on the inner side surface of the casing, on which the sealing material provided on both side surfaces of the partition wall abuts, is formed as a thick side step on the inner side surface of the casing. is Rutotomoni, the bottom surface of the housing is a installation position of the partition member, the abutment surface which the sealing member abuts watertight manner in the bottom surface of the partition wall, the bottom stage of the thickness on the bottom of the housing At least one strip is formed as a portion and is continuous with the side stepped portion, and the upper surface of the bottom stepped portion that forms a contact surface with the sealing material faces the upstream side of the existing fluid pipe. It is characterized in that provided on the downward slope Te
According to this feature, it is possible to secure a contact surface that contacts both side surfaces of the partition wall only by processing and forming the side surface step portion and surface treatment of the side surface step portion. Compared to what is to be done, the process formation is simple and inexpensive.
In addition, since thick step portions are formed on the inner side surface and inner bottom surface of the housing, the size and shape of the partition necessary for blocking the flow path in the pipe are compared with those of the housing without the step portion. Since it can be kept small, the partition can be reduced in size and weight, and the installation work of the partition is simplified.
Furthermore, the chips are less likely to adhere to the upper surface of the bottom step due to the water flow in the pipe of the existing fluid pipe and the gradient of the upper surface of the bottom step.

本発明の請求項2に記載の既設流体管の不断水流路形成装置は、請求項1に記載の既設流体管の不断水流路形成装置であって、前記仕切壁が上部から下部に至るにしたがって幅狭のテーパ状であり、前記仕切壁の幅寸法の変化に対応するように、前記側面段部が上部から下部に至るにしたがって肉厚になるように形成されていることを特徴としている。
この特徴によれば、仕切体を設置する場合において、仕切体の下降動作中は、仕切壁の両側面に備えたシール材が、筐体の内側面との摺接により圧縮することがほとんどなく、設置位置において、仕切壁の両側面に備えたシール材がほぼ同時に筐体の内面に当接するため、シール材の変形による流体漏洩を防止できる。
The existing fluid pipe continuous water flow path forming apparatus according to claim 2 of the present invention is the existing fluid pipe continuous water flow path forming apparatus according to claim 1, wherein the partition wall extends from the upper part to the lower part. It has a narrow taper shape, and is characterized in that the side stepped portion is formed so as to increase in thickness from the upper part to the lower part so as to correspond to the change in the width dimension of the partition wall.
According to this feature, when the partition body is installed, the sealing material provided on both side surfaces of the partition wall is hardly compressed by sliding contact with the inner surface of the housing during the lowering operation of the partition body. In the installation position, the seal material provided on both side surfaces of the partition wall contacts the inner surface of the housing almost simultaneously, so that fluid leakage due to deformation of the seal material can be prevented.

本発明の請求項3に記載の既設流体管の不断水流路形成装置は、請求項1または2に記載の既設流体管の不断水流路形成装置であって、前記筐体が少なくとも上下に2分割の前記側面段部を有する構造であり、前記筐体の分割面を外周面側からの溶接加工で接合することにより、上下方向に連続する前記側面段部を形成できる構造であることを特徴としている。
この特徴によれば、側面段部においての突合せ部に生じる溶接加工後の変形を研磨加工をする際に、この側面段部の段差で研磨箇所の位置特定が容易であり、また、肉厚の段部として形成されているために、研磨しろを確保することができる。
The continuous fluid flow path forming device for an existing fluid pipe according to claim 3 of the present invention is the continuous water flow path forming device for an existing fluid pipe according to claim 1 or 2, wherein the casing is at least vertically divided into two. The side surface stepped portion of the casing is joined by welding from the outer peripheral surface side to form the side surface stepped portion that is continuous in the vertical direction. Yes.
According to this feature, when the post-weld deformation generated in the butt portion at the side stepped portion is polished, the position of the polishing portion can be easily identified by the stepped portion of the side stepped portion, and the wall thickness can be increased. Since it is formed as a stepped portion, a polishing margin can be secured.

本発明の請求項に記載の既設流体管の不断水流路形成装置は、請求項1ないしのいずれかに記載の既設流体管の不断水流路形成装置であって、前記仕切壁の周縁面の少なくとも底面及び両側面に一体的に凸R面で連接したシール材を備えており、前記筐体の前記底面段部と前記側面段部とが一体的に凹R面で連続することを特徴としている。
この特徴によれば、仕切体を筐体内部に設置した位置において、仕切壁の底面及び両側面に一体的に凸R面で連接したシール面と、筐体の底面段部及び側面段部に一体的に連続した当接面とが、同時に当接し、その後、下向き押力を受けた仕切壁の底面のシール材にかかる荷重を、R面を介して徐々に両側面のシール材にも負担させることが可能となるため、底面のシール材の横方向への変形を防止でき、当接面におけるシール効果を維持することができる。
The continuous fluid flow path forming device for an existing fluid pipe according to claim 4 of the present invention is the continuous water flow path forming device for an existing fluid pipe according to any one of claims 1 to 3 , wherein the peripheral surface of the partition wall A sealing material integrally connected to the bottom surface and both side surfaces by a convex R surface, and the bottom surface step portion and the side surface step portion of the housing are integrally connected to the concave R surface. It is said.
According to this feature, at the position where the partition is installed inside the housing, the sealing surface is integrally connected to the bottom surface and both side surfaces of the partition wall by the convex R surface, and the bottom surface step portion and the side surface step portion of the housing. The load continuously applied to the sealing material on the bottom surface of the partition wall that has received a downward pressing force and then gradually applied to the sealing material on both side surfaces via the R surface. Therefore, it is possible to prevent the sealing material on the bottom surface from being deformed in the lateral direction, and the sealing effect on the contact surface can be maintained.

本発明の請求項に記載の既設流体管の不断水流路形成装置は、請求項1ないしのいずれかに記載の既設流体管の不断水流路形成装置であって、前記筐体内側面に前記側面段部が少なくとも2対形成されていることを特徴としている。
この特徴によれば、予め少なくとも2対の側面段部が形成された筐体内において、仕切体の設置位置を変えることで流路の変更方向を適宜選択することができるため、流路の変更方向にしたがって筐体の側面段部の形成箇所を変える必要がなく、筐体の設計製作の手間やコストが抑えられる。
The existing fluid pipe continuous water flow path forming device according to claim 5 of the present invention is the existing fluid pipe continuous water flow path forming device according to any one of claims 1 to 4 , wherein It is characterized in that at least two pairs of side step portions are formed.
According to this feature, the change direction of the flow path can be selected as appropriate by changing the installation position of the partition in the housing in which at least two pairs of side step portions are formed in advance. Accordingly, it is not necessary to change the formation portion of the side step portion of the casing, and the effort and cost of designing and manufacturing the casing can be reduced.

本発明の実施例を以下に説明する。   Examples of the present invention will be described below.

本発明の実施例を図面に基づいて説明すると、先ず図1は、本発明の第1実施形態における既設水道管1に不断水流路形成装置を装着し新設水道管3を連通接続した配管の全体像を示す平面図である。(a)は、不断水流路形成装置を既設水道管1に装着し、新設水道管3を連通接続した状態及び管内流体の流下方向を示した平面図であり、(b)は、不断水流路形成装置内部の既設水道管1を切断した状態及び管内流体の流下方向を示した平面図であり、(c)は、既設水道管1を切断した後に、不断水流路形成装置内部に仕切体4を設置した状態及び管内流体の流下方向を示した平面図である。図2(a)は、本発明における仕切体4を示す斜視図であり、(b)は不断水流路形成装置の全体像を示す斜視図である。図3(a)は、仕切体4の側面と一部断面を示した図であり、(b)は仕切体4の正面図である。図4(a)は、不断水流路形成装置2の全体像を示す平面図であり、(b)は、同じく仕切体4が設置された位置を示した平面図である。図5は、筐体10の内側面及び内底面に一体的に連続して備えられた段部15、16を示した、筐体10のf−f断面図である。図6(a)は、仕切体4が、筐体10の上方から設置位置に向けて下降動作する途中地点における、筐体10の縦断面図であり、(b)は仕切体4が、設置位置に設置された地点における、筐体10の縦断面図である。図7は、上下2分割の上部筐体11、下部筐体12を溶接加工にて接合する突合せ部を示した図4(a)のa−a及びb−b拡大断面図であり、(a)は溶接加工前の突合せ部を示した拡大断面図であり、(b)は溶接加工後の突合せ部を示した拡大断面図であり、(c)研磨加工後の突合せ部を示した拡大断面図である。図8(a)は筐体10内の案内片20、20’、21、21’を示した平面図であり、(b)は(a)のd−d断面図であり、(c)は同じくc−c断面図である。図9は、仕切体4の筐体10内の設置位置における振れ止めピン22を示した側断面図である。図10は、不断水流路形成装置2内部の管を切断する穿孔用カッタ32を示した概略図である。図11は、不断水流路形成装置2内部に仕切体4を設置する挿入機34を示した概略図である。図12は、仕切体4が不断水流路形成装置2内部に設置された状態における図6(b)のe−e断面図である。図13(a)は、本発明の第2実施形態における、不断水流路形成装置2’の全体像を示す斜視図であり、(b)は同じく不断水流路形成装置2’の平面図である。図14は、仕切体の変形例を示した斜視図である。   An embodiment of the present invention will be described with reference to the drawings. First, FIG. 1 shows the entire piping in which a continuous water flow path forming device is attached to an existing water pipe 1 in the first embodiment of the present invention and a new water pipe 3 is connected in communication. It is a top view which shows an image. (A) is a plan view showing a state in which the continuous water channel forming device is attached to the existing water pipe 1 and the new water pipe 3 is connected in communication and the flow direction of the fluid in the pipe, and (b) is a continuous water channel. It is the top view which showed the state which cut | disconnected the existing water pipe 1 inside a formation apparatus, and the flow direction of the fluid in a pipe | tube, (c) is the partition 4 in an unrestricted water flow path formation apparatus, after cutting the existing water pipe 1 It is the top view which showed the state which installed and the flow direction of the fluid in a pipe | tube. Fig.2 (a) is a perspective view which shows the partition body 4 in this invention, (b) is a perspective view which shows the whole image of a continuous water flow path formation apparatus. FIG. 3A is a view showing a side surface and a partial cross section of the partition 4, and FIG. 3B is a front view of the partition 4. FIG. 4A is a plan view showing the entire image of the continuous water flow path forming device 2, and FIG. 4B is a plan view showing the position where the partition body 4 is similarly installed. FIG. 5 is a cross-sectional view of the housing 10 taken along the line ff showing the step portions 15 and 16 provided integrally and continuously on the inner side surface and the inner bottom surface of the housing 10. FIG. 6A is a longitudinal sectional view of the housing 10 at a midpoint where the partition 4 is moved downward from the top of the housing 10 toward the installation position, and FIG. 6B is a diagram illustrating the partition 4 being installed. It is a longitudinal cross-sectional view of the housing | casing 10 in the point installed in the position. FIG. 7 is an enlarged cross-sectional view taken along lines aa and bb in FIG. 4A, showing a butting portion that joins the upper housing 11 and the lower housing 12 which are divided into upper and lower parts by welding. ) Is an enlarged cross-sectional view showing a butt portion before welding, (b) is an enlarged cross-sectional view showing a butt portion after welding, and (c) an enlarged cross-section showing a butt portion after polishing. FIG. FIG. 8A is a plan view showing the guide pieces 20, 20 ′, 21, 21 ′ in the housing 10, FIG. 8B is a dd sectional view of FIG. 8A, and FIG. Similarly it is cc sectional drawing. FIG. 9 is a side sectional view showing the steady pin 22 at the installation position in the housing 10 of the partition 4. FIG. 10 is a schematic view showing a piercing cutter 32 for cutting a pipe inside the continuous water flow path forming device 2. FIG. 11 is a schematic view showing an insertion machine 34 for installing the partition body 4 inside the continuous water flow path forming device 2. FIG. 12 is a cross-sectional view taken along the line ee of FIG. 6B in a state where the partition body 4 is installed inside the continuous water flow path forming device 2. FIG. 13 (a) is a perspective view showing an entire image of the continuous water flow path forming apparatus 2 ′ in the second embodiment of the present invention, and FIG. 13 (b) is a plan view of the continuous water flow path forming apparatus 2 ′. . FIG. 14 is a perspective view showing a modification of the partition.

本発明の第1実施形態おける不断水流路形成装置2について装着後の配管状況は、図1(a)に示すように、上水管である既設水道管1の管内流体の流下方向に対して、例えば既設水道管1の一部に撤去や補修が必要な特定エリアEを挟んだ上流側と下流側の2箇所の管部分に、本発明の第1実施形態における筐体10からなる不断水流路形成装置2を既設水道管1の外周面に水密的に装着し、2箇所の不断水流路形成装置2を連通接続する新設水道管3を配設した後、筐体10内部の既設水道管1部分を切断(図1(b))して切断箇所に仕切体4を装着し、図1(c)に示すように、既設水道管1の既設流路を迂回させる構成を有している。   As shown in FIG. 1 (a), the piping situation after installation of the continuous water flow path forming device 2 in the first embodiment of the present invention is as follows, with respect to the flow direction of the fluid in the pipe of the existing water pipe 1 that is a water pipe. For example, a continuous water flow path comprising the casing 10 in the first embodiment of the present invention is provided at two upstream and downstream pipe portions sandwiching a specific area E that needs to be removed or repaired in a part of the existing water pipe 1. The forming apparatus 2 is water-tightly attached to the outer peripheral surface of the existing water pipe 1 and the new water pipe 3 that connects the two continuous water flow path forming apparatuses 2 in communication is disposed, and then the existing water pipe 1 inside the housing 10 is disposed. A part is cut | disconnected (FIG.1 (b)), the partition body 4 is mounted | worn with a cutting | disconnection location, and it has the structure which detours the existing flow path of the existing water pipe 1, as shown in FIG.1 (c).

このような不断水流路形成装置2及び新設水道管3の配設による迂回路の新設により、既設水道管1の特定エリアEには管内流体が流下せず迂回するため、特定エリアEに位置する管部分の撤去やあるいは補修等の作業が可能となる。   Due to the new installation of the detour route by the arrangement of the continuous water flow path forming device 2 and the newly installed water pipe 3, the fluid in the pipe does not flow down to the specific area E of the existing water pipe 1, so that it is located in the specific area E. Work such as removal or repair of the pipe part becomes possible.

本発明の第1実施形態おける不断水流路形成装置2の外形は、図2及び図9に示すように、既設水道管の流路を変更する仕切体4と筐体10とからなり、筐体10は上部筐体11と下部筐体12とからなる上下2部分に分割可能となっている。筐体10は、既設水道管1の外径よりも大なる内径を有する円筒形からなっており、上面に上向きに開口した円形の上方開口部Uが形成され、側面にも水平方向に開口した円形の側方開口部A、A’、Bが3箇所形成されている。   As shown in FIG. 2 and FIG. 9, the external shape of the continuous water flow path forming device 2 in the first embodiment of the present invention is composed of a partition 4 that changes the flow path of an existing water pipe and a housing 10. 10 can be divided into two upper and lower parts composed of an upper housing 11 and a lower housing 12. The casing 10 is formed in a cylindrical shape having an inner diameter larger than the outer diameter of the existing water pipe 1. A circular upper opening U that opens upward is formed on the upper surface, and a horizontal opening is also formed on the side surface. Three circular side openings A, A ′ and B are formed.

図2及び図4に示すように、側方開口部A、A’、Bのうち、水平方向の同一の中心軸Cを有し、筐体10の側面において互いの対面に位置する側方開口部A及び側方開口部A’の内径は、既設水道管1の外径よりもほぼ同一あるいは若干大きく形成されており、これら側方開口部A、A’の両端部近傍における内面には水密的なシール材8cが備えられている。また、側方開口部Bの中心軸Dは、中心軸Cとほぼ直交する水平方向に形成されている。   As shown in FIGS. 2 and 4, of the side openings A, A ′ and B, the side openings having the same central axis C in the horizontal direction and located opposite to each other on the side surface of the housing 10. The inner diameters of the portion A and the side opening A ′ are formed to be substantially the same or slightly larger than the outer diameter of the existing water pipe 1, and the inner surfaces of the side openings A and A ′ in the vicinity of both ends are watertight. A typical sealing material 8c is provided. Further, the central axis D of the side opening B is formed in a horizontal direction substantially orthogonal to the central axis C.

また、上部筐体11、下部筐体12の外側面及び筐体12の外底面には、補強用のリブ14が設けられており、筐体12の底面には、筐体10の内部に設置された仕切体4を表裏側から挟む2箇所に、それぞれ開閉可能な排水口13が設けられている。   Reinforcing ribs 14 are provided on the outer surface of the upper housing 11 and the lower housing 12 and on the outer bottom surface of the housing 12, and the bottom surface of the housing 12 is installed inside the housing 10. Drainage ports 13 that can be opened and closed are provided at two locations sandwiching the partition 4 from the front and back sides.

不断水流路形成装置2の既設水道管1への装着について図2(b)で示して説明すると、上部筐体11及び下部筐体12を、それぞれ既設水道管の上方及び下方から、中心軸Cと既設水道管の中心軸とを合わせる位置で、既設水道管の外周部に装着する。既設水道管の外周部に装着した上部筐体11及び上部筐体12の突合せ部は、溶接用の開先部18が形成されており、図7を用いて後述するように、上部筐体11、下部筐体12の外側面からの溶接加工により、上部筐体11及び下部筐体12の接合を行う。また、開口部A及び開口部A’において、シール材8cを、筐体10側のフランジ17と分割構造の押し輪17’との間に挟み込むことにより、筐体10と既設水道管1の外周面との接合を行う。   The attachment of the continuous water flow path forming device 2 to the existing water pipe 1 will be described with reference to FIG. 2B. The upper housing 11 and the lower housing 12 are respectively connected to the central axis C from above and below the existing water pipe. Attach to the outer periphery of the existing water pipe at a position that matches the center axis of the existing water pipe. A butt portion of the upper housing 11 and the upper housing 12 attached to the outer peripheral portion of the existing water pipe is formed with a groove portion 18 for welding, and as will be described later with reference to FIG. The upper housing 11 and the lower housing 12 are joined by welding from the outer surface of the lower housing 12. Moreover, the outer periphery of the housing | casing 10 and the existing water pipe 1 is inserted in the opening part A and opening part A 'between the flange 17 by the side of the housing | casing 10, and the pushing ring | wheel 17' of a division structure in the opening part A '. Join the surface.

溶接加工による上部筐体11及び下部筐体12の接合と、開口部A及び開口部A’の両端部と既設水道管の外周面との接合により、筐体10の内部は水密的となっている。   The inside of the housing 10 becomes watertight by joining the upper housing 11 and the lower housing 12 by welding, and joining the both ends of the opening A and the opening A ′ and the outer peripheral surface of the existing water pipe. Yes.

ここで、図1に示して上述したように、既設水道管1の特定エリアEを挟んだ上流部及び下流部の2箇所において、不断水流路形成装置2の装着を行った後、それぞれの開口部Bに水密的に連通接続した新設水道管3を配設する。これにより図1(a)に示すように、特定エリアEを挟んだ上流部及び下流部の不断水流路形成装置2及び新設水道管3の内空間は、一体的に連通接続された閉空間であり、かつ水密的となる。   Here, as shown in FIG. 1 and described above, after installing the continuous water flow path forming device 2 at two locations, the upstream portion and the downstream portion sandwiching the specific area E of the existing water pipe 1, the respective openings are opened. A new water pipe 3 connected in watertight communication with the part B is disposed. As a result, as shown in FIG. 1 (a), the internal space of the continuous water flow path forming device 2 and the newly installed water pipe 3 in the upstream portion and the downstream portion sandwiching the specific area E is a closed space integrally connected. Yes and watertight.

次に、図10、図11を用いて作業工程を説明すると、上流側に配設された不断水流路形成装置2において、上方開口部Uに、上方開口部Uを開閉自在とし、閉状態においては不断水流路形成装置2内部の水密性を保持できる開閉弁30が配設され、配設後の開閉弁30は閉状態としておく。続いて、既設水道管1の外径よりも大なる内径及び高さを有し、下端周縁に下向きに配設された穿孔刃32aと、穿孔刃32aと同じ中心軸を有し穿孔刃32aよりも下方の位置に下向きに配設されたセンタードリル32bと、センタードリル32bの先方に設けられた掛止片32cとを有する内空円筒状の穿孔用カッタ32を、胴体31内部空間に設け、円筒状の穿孔用カッタ32の中心軸がほぼ鉛直方向を向き、かつ筐体10内の既設水道管1の中心軸とほぼ直交方向に交差する位置に配設するように、胴体31を開閉弁30の上方に水密的に連通接続する。   Next, the work process will be described with reference to FIGS. 10 and 11. In the continuous water flow path forming device 2 disposed on the upstream side, the upper opening U can be opened and closed at the upper opening U, and in the closed state. Is provided with an on-off valve 30 that can maintain the water tightness inside the continuous water flow path forming device 2, and the on-off valve 30 after the arrangement is kept closed. Subsequently, a perforation blade 32a having an inner diameter and a height larger than the outer diameter of the existing water pipe 1 and disposed downward on the peripheral edge of the lower end, and having the same central axis as the perforation blade 32a, from the perforation blade 32a An inner hollow cylindrical drilling cutter 32 having a center drill 32b disposed downward at a lower position and a hook 32c provided at the front of the center drill 32b is provided in the inner space of the body 31. The body 31 is opened and closed so that the central axis of the cylindrical piercing cutter 32 is substantially vertically oriented and intersects the central axis of the existing water pipe 1 in the housing 10 in a direction substantially perpendicular to the central axis. A watertight communication connection is made above 30.

次に、開閉弁30を開状態とし、穿孔用カッタ32を回転動作させながら、穿孔刃32aが、既設水道管1の全断面を通過するように進退移動させるストローク33により、穿孔用カッタ32を下降動作させる。穿孔用カッタ32の回転動作及び下降動作により、既設水道管1は穿孔用カッタ32の下端周縁の直径寸法分離間した2箇所の切断面で、既設水道管1上面の外周面から下方に徐々に切断され、穿孔刃32aが既設水道管1の全断面を通過するように下降動作した地点で、2箇所の切断面で既設水道管1が切断され、2箇所の切断面の間で既設水道管片1’が既設水道管1の管路から分断される。図4(b)に示されるように、穿孔用カッタ32での切断により、既設水道管1の切断面1aは平面視円弧形状に形成される。   Next, the punching cutter 32 is moved by the stroke 33 that the punching blade 32a moves forward and backward so as to pass through the entire cross section of the existing water pipe 1 while the on-off valve 30 is opened and the drilling cutter 32 is rotated. Move down. By rotating and lowering the drilling cutter 32, the existing water pipe 1 is gradually cut downward from the outer peripheral surface of the upper surface of the existing water pipe 1 at two cut surfaces between the diameters of the bottom edge of the drilling cutter 32. The existing water pipe 1 is cut at two cut surfaces at a point where the perforated blade 32a is lowered so as to pass through the entire cross section of the existing water pipe 1, and the existing water pipe is cut between the two cut surfaces. The piece 1 ′ is cut off from the existing water pipe 1. As shown in FIG. 4B, the cut surface 1 a of the existing water pipe 1 is formed in an arc shape in plan view by cutting with the piercing cutter 32.

上述の既設水道管1の切断動作において、既設水道管1は不断水状態であるため、既設水道管1内は水圧が加わった満水状態であり、穿孔用カッタ32による切断動作において、センタードリル32bが既設水道管1上面の外周面から既設水道管1の内部に達した時点で、既設水道管1の内部の流体が管外に漏出し、筐体10の内空間及び上方に連通接続した胴体31内部を満たして、さらに側方開口部Bに連通接続した新設水道管3の内部及び下流側に装着した不断水流路形成装置2の内空間を満たすようになる。ただし、図1(a)に示すように、2箇所の不断水流路形成装置2及び新設水道管3は水密的に連通接続されているため、既設水道管1の内部から漏出した流体が、不断水流路形成装置2及び新設水道管3の外部に漏出することはない。したがって、既設水道管1内の流体を不断水状態のまま、切断動作が可能となる。また、この切断動作は、図10で示される排水口13を開口し、既設水道管1の切断時に発生する切り粉を外部に排出させながら行われる。   In the above-described cutting operation of the existing water pipe 1, the existing water pipe 1 is in an undisrupted water state, and therefore, the existing water pipe 1 is filled with water pressure, and in the cutting operation by the drilling cutter 32, the center drill 32 b When the fluid reaches the inside of the existing water pipe 1 from the outer peripheral surface of the upper surface of the existing water pipe 1, the fluid inside the existing water pipe 1 leaks out of the pipe, and the fuselage is connected to the inner space and the upper side of the housing 10. The inside of the new water pipe 3 that is connected to the side opening B and the inner space of the continuous water flow path forming device 2 that is mounted on the downstream side is filled. However, as shown in FIG. 1 (a), the two continuous water flow path forming devices 2 and the new water pipe 3 are connected in a watertight manner, so that the fluid leaking from the existing water pipe 1 is constantly It does not leak out of the water flow path forming device 2 and the new water pipe 3. Therefore, the cutting operation can be performed while the fluid in the existing water pipe 1 remains in an undisrupted state. Further, this cutting operation is performed while opening the drainage port 13 shown in FIG. 10 and discharging the chips generated at the time of cutting the existing water pipe 1 to the outside.

上流側の不断水流路形成装置2において、既設水道管1の切断動作後に、胴体31の内部に配設した穿孔用カッタ32と、センタードリル32bの掛止片32cに掛止した切断後の既設水道管片1’とを外部に搬出する。   In the upstream continuous water flow path forming device 2, after the cutting operation of the existing water pipe 1, the cutting cutter 32 disposed inside the fuselage 31 and the existing cut-off device hooked on the hooking piece 32 c of the center drill 32 b. The water pipe piece 1 'is carried out to the outside.

次に、下流側に配設した方の不断水流路形成装置2においても同様に、開閉弁30の上方に同じ仕様の胴体31の内部に配設された穿孔用カッタ32の上述と同様の動作により、既設水道管1を切断し、穿孔用カッタ32と既設水道管片1’とを外部に搬出する。   Next, also in the continuous water flow path forming device 2 disposed on the downstream side, the same operation as described above of the punching cutter 32 disposed in the body 31 having the same specifications above the on-off valve 30 is performed. Thus, the existing water pipe 1 is cut and the perforating cutter 32 and the existing water pipe piece 1 'are carried out to the outside.

この上流側及び下流側に配設した不断水流路形成装置2における、既設水道管1の切断及び既設水道管片1’の搬出動作の終了時点において、流体管の配管経路は図1(b)に示すようになり、流体管内の流体の流下経路は、切断動作前と同様に既設水道管1内を流下する経路と、上流側の不断水流路形成装置2において流下流体が迂回して、新設水道管3内を流下し、下流側の不断水流路形成装置2において再び既設水道管1内に合流して流下する経路とが、併存する状態となる。   At the end of the operation of cutting the existing water pipe 1 and carrying out the existing water pipe piece 1 'in the continuous water flow path forming device 2 arranged on the upstream side and the downstream side, the piping path of the fluid pipe is as shown in FIG. The flow path of the fluid in the fluid pipe is the same as that before the cutting operation, and the downstream flow is bypassed in the upstream water flow path forming device 2 by the path flowing down in the existing water pipe 1. A flow that flows down in the water pipe 3 and joins and flows back into the existing water pipe 1 in the downstream continuous water flow path forming device 2 becomes a coexisting state.

続いて、下流側の不断水流路形成装置2の内部において、既設水道管1を切断時に既設水道管1の切断面から発生し、排水口13から排出されずに筐体10内に残存した切り粉を、図示しない排出装置により上方開口部Uから排出する。   Subsequently, inside the continuous water flow path forming device 2 on the downstream side, the cut generated in the cut surface of the existing water pipe 1 when cutting the existing water pipe 1 and remaining in the housing 10 without being discharged from the drain port 13. The powder is discharged from the upper opening U by a discharge device (not shown).

次に、既設水道管片1’及び切り粉を排出した後の下流側の不断水流路形成装置2において、図11に示すように、仕切体4と挿入機34を内部に配設した胴体31’を開閉弁30に水密的に連通接続した後、開閉弁30を開状態として仕切体4を挿入機34により上方から下方に向かって押圧する。   Next, in the existing water pipe piece 1 ′ and the continuous water flow path forming device 2 on the downstream side after discharging the chips, as shown in FIG. 11, the body 31 in which the partition body 4 and the insertion machine 34 are disposed. After 'is connected to the on-off valve 30 in a watertight manner, the on-off valve 30 is opened, and the partition body 4 is pressed by the insertion machine 34 from above to below.

ここで、図2(a)で示されるように仕切体4は、互いに連通した2口の連通口7a、7bを有し既設の流路を変更するエルボー状の曲管からなる連通管7と、連通管7が連通管支持部材9a及び底板9bにより固着される仕切壁6と、仕切壁6の上端部と一体的に連接される水平方向に備えられる円形の上蓋部5とからなる。   Here, as shown in FIG. 2 (a), the partition 4 includes two communicating ports 7a and 7b communicating with each other, and a communicating tube 7 made of an elbow-shaped bent tube that changes an existing flow path. The communication tube 7 includes a partition wall 6 to which the communication tube 7 is fixed by the communication tube support member 9a and the bottom plate 9b, and a circular upper lid portion 5 provided in the horizontal direction and integrally connected to the upper end portion of the partition wall 6.

上蓋部5の周面に設けられたシール材8aが、筐体10の内側面に設けられた段部19と水密的に圧接するように形成されている。同様に、仕切壁6の両側面に備えられたシール材81b及び底面に備えられたシール材82bとからなるシール材8bが、仕切体4の設置位置において、筐体10の内側面に設けられた側面段部15及び筐体10の底面の一部が膨出した底面段部16と水密的に圧接するように形成されている。   A sealing material 8 a provided on the peripheral surface of the upper lid portion 5 is formed so as to be in watertight pressure contact with a step portion 19 provided on the inner side surface of the housing 10. Similarly, a sealing material 8b including a sealing material 81b provided on both side surfaces of the partition wall 6 and a sealing material 82b provided on the bottom surface is provided on the inner side surface of the housing 10 at the installation position of the partition body 4. The side surface step portion 15 and the bottom surface step portion 16 in which a part of the bottom surface of the housing 10 bulges are formed in a watertight manner.

図4(b)及び図6(b)で示されるように、連通管7の直径は、既設水道管1及び新設水道管3の直径とほぼ同じに形成されている。また、仕切体4が筐体10内に予め形成された底面段部16上に設置された位置において、連通管7の一方の連通口7aは、既設水道管1の切断面の近傍に配置されるようになり、連通口7aの中心が既設水道管1の中心軸とほぼ同軸となる。   As shown in FIGS. 4B and 6B, the diameter of the communication pipe 7 is formed to be approximately the same as the diameters of the existing water pipe 1 and the new water pipe 3. In addition, at the position where the partition 4 is installed on the bottom step 16 formed in advance in the housing 10, one communication port 7 a of the communication pipe 7 is disposed in the vicinity of the cut surface of the existing water pipe 1. Thus, the center of the communication port 7a is substantially coaxial with the central axis of the existing water pipe 1.

同様に、仕切体4が筐体10内に設置された位置において、連通管7の他方の連通口7bは、新設水道管3側の側方開口部Bの近傍に配置されるようになり、連通口7bの中心が新設水道管3の中心軸とほぼ同軸となる。   Similarly, at the position where the partition 4 is installed in the housing 10, the other communication port 7 b of the communication pipe 7 is arranged in the vicinity of the side opening B on the new water pipe 3 side, The center of the communication port 7 b is substantially coaxial with the central axis of the newly installed water pipe 3.

したがって既設の流路が、既設水道管1の切断面から略同径の連通管7を介して新設水道管3に通じているため、既設水道管1内の流体が、乱れを生じることがほとんどなく連通管7内及び新設水道管3内を流下するようになっている。   Therefore, since the existing flow path leads from the cut surface of the existing water pipe 1 to the new water pipe 3 via the communication pipe 7 having substantially the same diameter, the fluid in the existing water pipe 1 is likely to be disturbed. Instead, it flows down through the communication pipe 7 and the newly established water pipe 3.

図11に示すように、仕切体4は、挿入機34により下方に押圧され、図6(b)で示す筐体10の内部に設置されると、開口部Aの上流側から流下する流体が連通管7により流路を水平方向にほぼ直交に変更され、開口部Bから下流側に流出するように形成されている。   As shown in FIG. 11, when the partition 4 is pressed downward by the insertion machine 34 and installed inside the housing 10 shown in FIG. 6B, the fluid flowing down from the upstream side of the opening A is obtained. The flow path is changed substantially orthogonally in the horizontal direction by the communication pipe 7 and is formed so as to flow out from the opening B to the downstream side.

次に、上流側の不断水流路形成装置2においても同様に、既設水道管片1’及び切り粉を排出した後に、不断水流路形成装置2の内部に仕切体4を配設する。   Next, in the upstream continuous water flow path forming apparatus 2, similarly, after discharging the existing water pipe piece 1 ′ and chips, the partition body 4 is disposed inside the continuous water flow path forming apparatus 2.

この上流側及び下流側の不断水流路形成装置2に仕切体4を配設した時点において、水道管の配管経路は図1(c)に示すようになり、既設水道管1内の流体の流下経路は、上流側の不断水流路形成装置2において流下流体が迂回して、新設水道管3内を流下し、下流側の不断水流路形成装置2において既設水道管1内に戻り流下する状態となる。したがって、既設の流下経路である特定エリアEの管内には、流体が流下しない状態となるため、特定エリアEに位置する管部分の撤去やあるいは補修等の作業が可能となる。   When the partition body 4 is disposed in the upstream and downstream continuous water flow path forming devices 2, the pipe path of the water pipe is as shown in FIG. 1 (c), and the flow of fluid in the existing water pipe 1 The path is such that the flowing-down fluid bypasses in the upstream continuous water flow path forming device 2, flows down in the new water pipe 3, and flows back into the existing water pipe 1 in the downstream continuous water flow path forming apparatus 2. Become. Accordingly, since the fluid does not flow down into the pipe of the specific area E that is the existing flow path, it is possible to remove or repair the pipe portion located in the specific area E.

次に、不断水流路形成装置2の各部について、詳細に説明する。   Next, each part of the continuous water flow path forming device 2 will be described in detail.

仕切体4の設置位置における不断水流路形成装置2において、図5で示すように、仕切壁6の底面との当接面が、肉厚の段部に形成されているために、穿孔用カッタ32により既設水道管1を切断する際に、既設水道管1の切断面から発生して落下し、底面段部16の当接面に付着する切り粉が、既設水道管1の内部における流下水流あるいは円筒状の穿孔用カッタ32の回転動作により発生する乱水流により、筐体10の内底面近傍を不規則的に揺動し、底面段部16の当接面から落下するようになるため、仕切体4の設置の際において、仕切壁6の底面に備えられたシール材82bが、切り粉をはさみ込むことなく底面段部16に押圧され、シール性能を高めることができる。図11(a)で示されるように、底面段部16の上面の幅寸法が、シール材82bの幅寸法に対応するために必要なだけの狭い寸法に抑えられているために、底面段部16の上面に切り粉が付着しづらくなる。   In the continuous water flow path forming device 2 at the installation position of the partition body 4, as shown in FIG. 5, the contact surface with the bottom surface of the partition wall 6 is formed in a thick stepped portion. When cutting the existing water pipe 1 by 32, the chips generated and dropped from the cut surface of the existing water pipe 1 and adhering to the abutting surface of the bottom surface step portion 16 flow down in the existing water pipe 1 Alternatively, due to the turbulent water flow generated by the rotating operation of the cylindrical piercing cutter 32, the vicinity of the inner bottom surface of the housing 10 is irregularly swung and falls from the contact surface of the bottom stepped portion 16. When the partition body 4 is installed, the sealing material 82b provided on the bottom surface of the partition wall 6 is pressed by the bottom surface step portion 16 without inserting chips, and the sealing performance can be improved. As shown in FIG. 11 (a), the width of the upper surface of the bottom step 16 is suppressed to a narrow size necessary to accommodate the width of the sealing material 82b. It becomes difficult for chips to adhere to the upper surface of 16.

また、図6(a)で示すように、仕切壁6の両側面及び底面に一体的に凸R面で連接したシール材81b及び82bとからなるシール材8bが備えられており、筐体10の内面においても側面段部15と底面段部16が一体的に凹R面で連続するように形成されている。   Further, as shown in FIG. 6A, a sealing material 8b including sealing materials 81b and 82b integrally connected to both side surfaces and a bottom surface of the partition wall 6 by a convex R surface is provided. Also on the inner surface, the side surface step portion 15 and the bottom surface step portion 16 are integrally formed to be continuous with a concave R surface.

これにより、図6(b)で示されるように、仕切体4を筐体10内部に設置した位置において、仕切壁6の両下端角部と筐体10底面段部16の両端部との当接面が、互いに対応するR面で合致するため、仕切体4を筐体10内部に設置する際に底面のシール材82bにかかる荷重を徐々に両側面のシール材81bにも負担させることが可能となり、底面のシール材82bの横方向への変形を防止でき、当接面におけるシール効果を維持することができる。   Thereby, as shown in FIG. 6B, at the position where the partition 4 is installed inside the housing 10, the lower end corners of the partition wall 6 and the both ends of the bottom step 16 of the housing 10 are in contact with each other. Since the contact surfaces coincide with each other on the corresponding R surfaces, when the partition 4 is installed inside the housing 10, the load applied to the bottom sealing material 82b can be gradually borne on both side sealing materials 81b. It becomes possible, the horizontal deformation of the sealing material 82b on the bottom surface can be prevented, and the sealing effect on the contact surface can be maintained.

また図6(a)に示されるように、仕切壁6が上部から下部に至るにしたがって幅狭のテーパ状であり、筐体10の内側面が、仕切壁6の幅寸法の変化に対応するように、筐体10内部の側面段部15が、上部から下部に至るにしたがって幅狭になるように形成されている。   Further, as shown in FIG. 6A, the partition wall 6 has a narrow taper shape from the upper part to the lower part, and the inner side surface of the housing 10 corresponds to a change in the width dimension of the partition wall 6. As described above, the side surface step portion 15 inside the housing 10 is formed so as to become narrower from the upper part to the lower part.

したがって、仕切体4を設置する場合において、仕切体4の下降動作中は、仕切壁6の両側面に備えたシール材81bが、筐体10の内側面との摺接により圧縮することがほとんどなく、設置位置において、仕切壁6の両側面及び底面に備えたシール材8bがほぼ同時に筐体10の内面に当接するため、シール材8bの変形による流体漏洩を防止できる。   Therefore, in the case where the partition body 4 is installed, during the descending operation of the partition body 4, the sealing material 81 b provided on both side surfaces of the partition wall 6 is almost compressed by sliding contact with the inner surface of the housing 10. In the installation position, the sealing material 8b provided on both side surfaces and the bottom surface of the partition wall 6 contacts the inner surface of the housing 10 almost simultaneously, so that fluid leakage due to deformation of the sealing material 8b can be prevented.

また図6(b)に示されるように、仕切体4が筐体10内部に設置された場合において、仕切壁6の両側面及び底面に備えたシール材8bと筐体10の内面とが当接した後、下向き押力を受けた仕切壁6の底面のシール材82bにかかる荷重を、底面両端部のR面を介して徐々に両側面のシール材81bにも負担させることが可能となるため、底面のシール材82bの横方向の変形を防止でき、当接面におけるシール効果を維持できる。   Further, as shown in FIG. 6B, when the partition 4 is installed inside the housing 10, the sealing material 8b provided on both side surfaces and the bottom surface of the partition wall 6 and the inner surface of the housing 10 are in contact with each other. After the contact, the load applied to the sealing material 82b on the bottom surface of the partition wall 6 that receives the downward pressing force can be gradually applied to the sealing material 81b on both side surfaces via the R surfaces at both ends of the bottom surface. Therefore, it is possible to prevent lateral deformation of the bottom sealing material 82b and maintain the sealing effect on the contact surface.

また、仕切壁6の両側面が、正面視上開きテーパ状となっているため、仕切体4の筐体10内における設置位置において、仕切体4の自重が、仕切壁6の底面のシール材82bのみならず、両側面に備えたシール材81bにも均等に押圧力が加わり、底面のシール材82bの変形を抑えることができるため、よりシール効果を増すことができる。   In addition, since both side surfaces of the partition wall 6 are tapered in front view, the weight of the partition body 4 is the sealing material on the bottom surface of the partition wall 6 at the installation position in the housing 10 of the partition body 4. Since the pressing force is evenly applied not only to 82b but also to the sealing material 81b provided on both side surfaces and deformation of the bottom sealing material 82b can be suppressed, the sealing effect can be further increased.

また、図5に示されるように、仕切壁6の筐体10の内側面における当接面が、その他の内側面よりも、若干内向き側に肉厚の段部として形成されていることにより、筐体10の内面を前記したシール材8bの当接面とするものと比べ、側面段部15の加工形成のみで、仕切壁6の両側面と当接する当接面を確保できるので、加工形成が簡便でありまた安価である。   Further, as shown in FIG. 5, the contact surface on the inner surface of the housing 10 of the partition wall 6 is formed as a thick step portion slightly inward from the other inner surfaces. Compared with the case where the inner surface of the casing 10 is used as the contact surface of the sealing material 8b described above, the contact surface that contacts the both side surfaces of the partition wall 6 can be ensured only by processing the side step portion 15. Formation is simple and inexpensive.

また、筐体10の内側面及び内底面における、仕切壁との当接面が筐体10の内部側に側面段部15、底面段部16を形成しているため、既設水道管の外周面より大なる筐体10の内部において、仕切体4の寸法形状を小さく抑えることができ、仕切体4の設置の作業手間を抑えることができる。   Moreover, since the contact surface with the partition wall in the inner side surface and inner bottom surface of the housing | casing 10 forms the side surface step part 15 and the bottom face step part 16 in the inner side of the housing | casing 10, the outer peripheral surface of the existing water pipe Within the larger casing 10, the size and shape of the partition 4 can be kept small, and the labor for installing the partition 4 can be reduced.

また、本発明の不断水流路形成装置2は、ほぼ中央の高さで上下2分割する構造となっており、分割構造である筐体10の接合方法について以下に説明する。筐体10は、上部筐体11と下部筐体12とを外側面側からの溶接加工により接合する構造となっており、図7(a)に示されるように、上部筐体11と下部筐体12との突合せ部には外側面に開先部18を有している。   In addition, the continuous water flow path forming device 2 of the present invention has a structure that is divided into upper and lower parts at a substantially central height, and a method for joining the casings 10 having the divided structure will be described below. The housing 10 has a structure in which the upper housing 11 and the lower housing 12 are joined by welding from the outer surface side. As shown in FIG. 7A, the upper housing 11 and the lower housing 12 are joined. The butt portion with the body 12 has a groove portion 18 on the outer surface.

図7(b)に示されるように、筐体10の外側面からの溶接加工により、筐体10の内側面において、溶融凝固した溶接材料の一部が肉盛り部として形成される。そこで、前述のシール効果を維持する目的で、筐体10の内側面における仕切壁6との当接面を平滑にするために、当該肉盛り部のうち仕切壁との当接箇所(研磨箇所K)を、研磨加工による表面処理を施す。   As shown in FIG. 7B, a part of the melted and solidified welding material is formed as a build-up portion on the inner side surface of the casing 10 by welding from the outer side surface of the casing 10. Therefore, in order to maintain the above-described sealing effect, in order to smooth the contact surface with the partition wall 6 on the inner side surface of the housing 10, the contact portion with the partition wall (polishing portion) of the build-up portion. K) is subjected to a surface treatment by polishing.

従来の溶接加工による接合の場合、筐体内部に側面段部を有さないために、仕切壁と筐体の内側面との当接箇所が位置特定できずに、研磨箇所を限定できない。したがって、予め広い面を研磨加工しなければならない問題があるばかりか、研磨しろを確保する上で筐体本体を肉厚にしなければならない。   In the case of joining by conventional welding, since there is no side step portion inside the housing, the location of contact between the partition wall and the inside surface of the housing cannot be specified, and the polishing location cannot be limited. Therefore, there is a problem that a wide surface must be polished in advance, and the casing body must be thick in order to secure a polishing margin.

本実施例の場合、筐体10の内側面における、仕切壁6との当接面のみが肉厚の側面段部15に形成されていることにより、図7(c)に示すように、仕切壁との当接箇所(研磨箇所K)の位置特定が容易であり、また、内側面に肉厚の段部として形成されているために、研磨しろを確保することができる。したがって、広い面を研磨加工する必要がなく、筐体10本体を肉厚にする必要もない。   In the case of the present embodiment, only the contact surface with the partition wall 6 on the inner side surface of the housing 10 is formed on the thick side surface step portion 15, so that as shown in FIG. It is easy to specify the position of the contact point (polishing point K) with the wall, and since it is formed as a thick step on the inner surface, a polishing margin can be secured. Therefore, it is not necessary to polish a wide surface, and it is not necessary to make the casing 10 main body thick.

また、図6及び図8に示されるように、筐体10の内側面には、仕切体4が設置された状態において、仕切壁6を表裏から挟む上下2箇所の位置に、案内片20、21、20’、21’が固着されている。図6(a)に示されるように案内片20’、21’と、図示しない案内片20、21が、仕切壁6の表裏面と摺接しながら仕切体4を案内するため、仕切体4が上方から筐体10内の設置位置に向かって下降動作する際に生ずる仕切壁6の側面と側面段部15の当接面との当接位置のずれを防止でき、管内の水圧等の影響下においても、仕切体4の設置作業が容易となる。   Further, as shown in FIGS. 6 and 8, the guide piece 20 is provided at two positions on the inner side surface of the housing 10 in the upper and lower positions sandwiching the partition wall 6 from the front and back in a state where the partition body 4 is installed. 21, 20 ′, 21 ′ are fixed. As shown in FIG. 6A, the guide pieces 20 ′ and 21 ′ and the guide pieces 20 and 21 (not shown) guide the partition 4 while being in sliding contact with the front and back surfaces of the partition wall 6. The displacement of the contact position between the side surface of the partition wall 6 and the contact surface of the side surface step portion 15 that occurs when moving downward from the upper side toward the installation position in the housing 10 can be prevented. In this case, the installation work of the partition 4 is facilitated.

さらに、仕切体4が上方から下降動作する途中地点で、管内を流下する流体の負荷による当接位置のずれを生じている場合でも、筐体10内の上部に固着した、仕切壁6の表裏一対の案内片20、21は上開きテーパ状に形成されているため、仕切壁6の挿入初期は挿入作業がし易く、仕切体4は上部における表裏一対の案内片20、21の間において、当初のずれを修正しながら下降動作するようになる。   Further, even when the contact position shifts due to the load of the fluid flowing down in the pipe at the midpoint where the partition body 4 is lowered from above, the front and back surfaces of the partition wall 6 fixed to the upper part in the housing 10 are obtained. Since the pair of guide pieces 20 and 21 are formed in an upwardly opening tapered shape, the insertion work is easy at the initial insertion of the partition wall 6, and the partition body 4 is between the pair of front and back guide pieces 20 and 21 in the upper part. The robot moves downward while correcting the initial deviation.

また、筐体10内の下部に固着した仕切壁6の表裏一対の案内片20’、21’は、互いにほぼ平行に向かい合って形成されており、これらの案内片20’、21’の上端部24が、上方に拡開される切欠き部が成形されていることにより、図6(a)に示されるように、仕切体4が所定の設置位置に向けてずれを修正されながら下降動作を続ける際に、仕切壁6の底面端部が、下部の案内片の上端部24に突接することなく表裏一対の案内片20’、21’の間を案内され、上部の案内片20、21においてのずれの修正の後、さらにずれが修正され、また仕切体4は傾くことなく、図6(b)に示されるように所定の設置位置に正確に設置される。   In addition, a pair of front and back guide pieces 20 ′ and 21 ′ of the partition wall 6 fixed to the lower part in the housing 10 are formed to face each other substantially in parallel, and upper end portions of these guide pieces 20 ′ and 21 ′. 24, since the notch portion that is expanded upward is formed, as shown in FIG. 6 (a), the partition body 4 moves downward while being corrected for deviation toward a predetermined installation position. When continuing, the bottom end of the partition wall 6 is guided between the pair of front and back guide pieces 20 ′ and 21 ′ without contacting the upper end 24 of the lower guide piece. After the correction of the deviation, the deviation is further corrected, and the partition body 4 is accurately installed at a predetermined installation position as shown in FIG. 6B without being inclined.

また図4(b)に示されるように、仕切体4が筐体10内に設置された位置において、連通口7aは既設水道管1の切断面1aの近傍に配置され、同様に連通口7bは新設水道管3側の側方開口B’の近傍に配置されるようになる。   As shown in FIG. 4B, the communication port 7a is disposed in the vicinity of the cut surface 1a of the existing water pipe 1 at the position where the partition 4 is installed in the housing 10, and similarly, the communication port 7b. Is arranged in the vicinity of the side opening B ′ on the new water pipe 3 side.

さらに、既設水道管1の切断面1aの平面視円弧形状に合致するように、連通口7aが同様の平面視円弧形状に形成されている。同様に、側方開口B’の平面視円弧形状に合致するように連通口7bの形状が形成されている。   Further, the communication port 7a is formed in the same arc shape in plan view so as to match the arc shape in plan view of the cut surface 1a of the existing water pipe 1. Similarly, the shape of the communication port 7b is formed so as to match the circular arc shape in plan view of the side opening B '.

したがって、既設管路内の流体が連通管7内を流下する際に、連通口7a、7b付近で乱れなどの影響により仕切体4が振動等の負荷を受けることが少ないため、仕切壁6周面のシール性の保持を長期間維持できる。   Therefore, when the fluid in the existing pipe flows down through the communication pipe 7, the partition 4 is less likely to receive a load such as vibration near the communication ports 7a and 7b. The surface sealability can be maintained for a long time.

仕切体4を筐体10内部の所定位置に設置した状態が図6(b)に示されており、仕切壁6の側面と底面及び上蓋部5の周面に備えられたシール材8a、8bと、筐体10内側面及び内底面に備えた側面段部15、底面段部16、段部19とが、水密的に密接しており、管内流体の流下は仕切壁6において遮断される。   A state in which the partition 4 is installed at a predetermined position inside the housing 10 is shown in FIG. 6B, and the sealing materials 8 a and 8 b provided on the side and bottom surfaces of the partition wall 6 and the peripheral surface of the upper lid 5. The side surface step portion 15, the bottom surface step portion 16, and the step portion 19 provided on the inner side surface and the inner bottom surface of the housing 10 are in close contact with each other in a watertight manner, and the flow of the fluid in the pipe is blocked by the partition wall 6.

この場合において配管全体を平面的に見ると、図1(c)に示すように既設水道管1の既設管路が不断水流路形成装置2内部において遮断され、上流から遮断された管路は開口部Bを経て新設水道管3へ連通接続されることとなる。   In this case, when the entire pipe is viewed in a plan view, as shown in FIG. 1 (c), the existing pipe of the existing water pipe 1 is blocked inside the continuous water flow path forming device 2, and the pipe blocked from the upstream is opened. It will be connected to the newly established water pipe 3 through the part B.

また、図9に示されるように筐体10の内側面に振れ止めピン22が、仕切体4の設置位置における、上蓋部5の下面と当接する高さ位置に所定間隔で4箇所配設されている。さらに、筐体10の外側面にから内面に向けて螺挿される固定プラグねじ23が、仕切体4の設置位置における、上蓋部5の上面と当接する高さ位置に所定間隔で6箇所配設されている。   Further, as shown in FIG. 9, four steady rest pins 22 are arranged on the inner surface of the housing 10 at predetermined intervals at a height position where the partition 4 is in contact with the lower surface of the upper lid portion 5. ing. Further, six fixed plug screws 23 screwed from the outer surface to the inner surface of the housing 10 are disposed at predetermined intervals at a height position where the fixing member 4 is in contact with the upper surface of the upper lid portion 5. Has been.

仕切体4の設置位置において、6箇所の固定プラグねじ23が筐体10の外側面から螺挿されることにより、固定プラグねじ23の先端部が、上蓋部5の上面を摺接しながら筐体10内部中心に向かって進入するため、仕切体4を下方に押圧した状態での固定が可能となる。   At the installation position of the partition 4, six fixed plug screws 23 are screwed from the outer surface of the housing 10, so that the tip of the fixed plug screw 23 is in sliding contact with the upper surface of the upper lid portion 5. Since it approaches toward the inner center, the partition 4 can be fixed in a state where it is pressed downward.

仕切体4の下方への不均等な押圧力が加わった場合には、高さ位置の等しい4箇所の振れ止めピン22のいずれかが、上蓋部5の下面と当接してストッパーとして受けるため、仕切体4を水平方向を保持したまま、無理な全荷重をシール材8a、8bに与えることなく下方に押圧固定することができる。   When uneven pressing force is applied to the lower side of the partition 4, any one of the four steady rest pins 22 having the same height position is in contact with the lower surface of the upper lid 5 and receives as a stopper. The partition body 4 can be pressed and fixed downward without applying an excessive total load to the sealing materials 8a and 8b while maintaining the horizontal direction.

したがって、仕切壁6の側面及び底面に備えたシール材8bが、均等に下方に荷重されるため、水密性を確保することができる。   Therefore, since the sealing material 8b provided on the side surface and the bottom surface of the partition wall 6 is evenly loaded downward, water tightness can be ensured.

このように、仕切体4設置の後、流下流体に面する連通管7の管内面が流体力を受けた場合においても、とくに仕切体4の上部においては振れ止めピン22が流体力を受けて仕切体4を固定保持し、同様に仕切体4の下部においては仕切壁6を挟む位置に配設された下部の案内片20’、21’が流体力を受け止めて仕切体4を確実に固定保持する。   Thus, even when the pipe inner surface of the communication pipe 7 facing the flowing fluid is subjected to a fluid force after the partition body 4 is installed, the steady rest pin 22 receives the fluid force particularly in the upper part of the partition body 4. The partition body 4 is fixedly held, and similarly, in the lower part of the partition body 4, the lower guide pieces 20 ′ and 21 ′ disposed at positions where the partition wall 6 is sandwiched receive the fluid force to securely fix the partition body 4. Hold.

また、図9に示されるように、仕切体4設置の後、流下流体に面する連通管7の内曲面に水圧等の負荷がかかり仕切体4に回転力が発生しても、上蓋部5の上面に当接された固定プラグねじ23と、上蓋部5の下面に近接もしくは当接された振れ止めピン22とによって、上蓋部5が上下から固定保持されるため、仕切体4の変位がシール材8a、8bの弾性変形の範囲内に抑止され、仕切体4のシール効果を維持することができる。   Further, as shown in FIG. 9, after the partition body 4 is installed, even if a load such as water pressure is applied to the inner curved surface of the communication pipe 7 facing the flowing fluid and a rotational force is generated in the partition body 4, the upper lid portion 5. Since the upper lid portion 5 is fixed and held from above and below by the fixed plug screw 23 abutted on the upper surface and the steady pin 22 in proximity to or abutted against the lower surface of the upper lid portion 5, the displacement of the partition 4 is reduced. It is restrained within the range of elastic deformation of the sealing materials 8a and 8b, and the sealing effect of the partition 4 can be maintained.

また、図6(b)に示される仕切壁6を表裏両側から挟持するように、図8に示される筐体10の内側面の下方に案内片20’、21’が表裏一対に設けられており、これらの案内片20’、21’が、仕切壁6にかかる水圧等の負荷を受け止めるため、仕切体4の変位が効果的に抑止される。   Further, a pair of front and back guide pieces 20 ′ and 21 ′ are provided below the inner side surface of the housing 10 shown in FIG. 8 so as to sandwich the partition wall 6 shown in FIG. Since these guide pieces 20 ′ and 21 ′ receive a load such as water pressure applied to the partition wall 6, the displacement of the partition body 4 is effectively suppressed.

次に、第2実施形態に係る既設流体管の不断水流路形成装置につき、図13を参照して説明する。なお、上記実施形態と同一構成で重複する構成を省略する。   Next, a continuous water flow path forming device for an existing fluid pipe according to a second embodiment will be described with reference to FIG. In addition, the same structure as the said embodiment and the overlapping structure are abbreviate | omitted.

図13に示されるように本実施例における筐体10’は、内側面から内底面にかけて一体的に形成される側面段部15、底面段部16及び側面段部15a、底面段部16aが、互いに交差するように平面視略直角状に2対設けられており、それぞれの側面段部の両わきには、案内片20、21及び案内片20a、21aが設けられている。   As shown in FIG. 13, the housing 10 ′ in this embodiment includes a side step 15, a bottom step 16, a side step 15 a, and a bottom step 16 a that are integrally formed from the inner side to the inner bottom. Two pairs are provided so as to intersect each other at substantially right angles in plan view, and guide pieces 20 and 21 and guide pieces 20a and 21a are provided on both sides of each side step.

したがって仕切体4が、筐体10’内の2条いずれの段部にも設置可能なように形成されているために、例えば図1(c)に示されるように、既設水道管1の特定エリアEを挟んで上流側及び下流側に筐体10’、10’を設置して、それぞれ仕切体4を配設する場合に、それぞれの筐体10’、10’内において仕切体4の設置位置を変更するのみで配設が可能となる。   Therefore, since the partition 4 is formed so that it can be installed on any two steps in the casing 10 ', for example, as shown in FIG. 1 (c), the existing water pipe 1 is specified. When the casings 10 ′ and 10 ′ are installed on the upstream side and the downstream side across the area E, and the partition bodies 4 are respectively disposed, the partition bodies 4 are installed in the casings 10 ′ and 10 ′. Arrangement is possible only by changing the position.

つまり既設水道管1と新設水道管3との管路変更方向に応じて、筐体10’内における段部の配設仕様を変更することが不要となるため、仕様変更に係る設計製作の手間やコストが軽減される。   In other words, it is not necessary to change the arrangement specification of the stepped portion in the housing 10 'according to the direction of changing the pipeline between the existing water pipe 1 and the new water pipe 3, so it is time and effort for design and production related to the specification change. And costs are reduced.

また、本実施例において仕切体4が筐体10’内に設置された位置においては、既設水道管1から連通管7を介して新設水道管3へ新流路が形成されるため、筐体10’内において、仕切壁6の側面と当該当接していない他方の側面段部及び底面段部により、前記新流路における流れが影響を受けることなくスムーズに管内を流下する。   Further, in the present embodiment, a new flow path is formed from the existing water pipe 1 to the new water pipe 3 through the communication pipe 7 at the position where the partition 4 is installed in the housing 10 '. In 10 ', the flow in the new flow path smoothly flows down in the pipe by the side surface of the partition wall 6 and the other side surface step portion and bottom surface step portion which are not in contact with each other without being influenced by the flow.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。   Although the embodiments of the present invention have been described with reference to the drawings, the specific configuration is not limited to these embodiments, and modifications and additions within the scope not departing from the gist of the present invention are included in the present invention. It is.

例えば、上記実施例では、図1(a)で示したように、既設水道管1の流下経路の特定エリアEを挟んで不断水流路形成装置2を装着した後、上流側の不断水流路形成装置2の内部の既設水道管1を切断し、その後下流側の既設水道管1を切断したが、既設水道管1の切断の順序は、上流側、下流側のどちらから行ってもよい。   For example, in the above embodiment, as shown in FIG. 1A, after installing the continuous water flow path forming device 2 across the specific area E of the flow path of the existing water pipe 1, the upstream continuous water flow path formation is performed. Although the existing water pipe 1 inside the apparatus 2 was cut and then the existing water pipe 1 on the downstream side was cut, the order of cutting the existing water pipe 1 may be performed from either the upstream side or the downstream side.

また、上記実施例では、特定エリアEを挟んで上流側及び下流側の不断水流路形成装置2の内部の既設水道管1を切断した後、下流側の不断水流路形成装置2の内部において仕切体4を設置し、その後、同じく上流側において仕切体4を設置したが、仕切体4の設置の順序は、上流側、下流側のどちらから行ってもよい。   Moreover, in the said Example, after cut | disconnecting the existing water pipe 1 inside the upstream and downstream infinite water flow path formation apparatus 2 on both sides of the specific area E, it partitions in the inside of the downstream continuous water flow path formation apparatus 2 The body 4 was installed, and then the partition body 4 was also installed on the upstream side. However, the order of installation of the partition body 4 may be performed from either the upstream side or the downstream side.

また、上記実施例では、筐体10内部の側面段部15が、上部から下部に至るにしたがって幅狭になるように形成されているが、側面段部15が形成されず、筐体10の内側面が上部から下部に至るにしたがって幅狭になるように形成されていてもよい。   Further, in the above embodiment, the side step 15 in the housing 10 is formed so as to become narrower from the top to the bottom, but the side step 15 is not formed, and The inner side surface may be formed so as to become narrower from the upper part to the lower part.

また、上記実施例では、振れ止めピンの数量は4個であり、また固定プラグねじの数量は6個であるが、必ずしもこれらの数量には限定せず、仕切体4の固定保持の目的が達成できれば何個でもよい。   Further, in the above embodiment, the number of the steady rest pins is four and the number of the fixing plug screws is six. However, the number is not necessarily limited to these numbers, and the purpose of fixing and holding the partition body 4 is as follows. Any number is possible as long as it can be achieved.

また、上記実施例では、既設水道管1の管内流体は上水であるが、管内流体は下水でもよいし、ガスでもよい。   In the above embodiment, the pipe fluid of the existing water pipe 1 is clean water, but the pipe fluid may be sewage or gas.

また、上記実施例では、不断水流路形成装置2の内部における既設水道管1の切断手段は、内空円筒状の穿孔用カッタ32であったが、既設水道管1を切断できれば切断手段は穿孔用カッタ32に限らない。   Further, in the above embodiment, the cutting means for the existing water pipe 1 inside the continuous water flow path forming device 2 is the hollow cylindrical drilling cutter 32, but if the existing water pipe 1 can be cut, the cutting means will be drilled. The cutter 32 is not limited to this.

底面段部16の上面は、図12に示されるように、既設水道管1の上流側に向かって下り勾配に配設されている。既設水道管1の管内の水流と、底面段部16の上面の勾配により、切り粉がさらに底面段部16の上面に付着しづらくなる。 The upper surface of the bottom step part 16, as shown in FIG. 12, that is disposed in the downward slope toward the upstream side of the existing water pipe 1. Due to the water flow in the pipe of the existing water pipe 1 and the gradient of the upper surface of the bottom surface step portion 16 , the chips are more difficult to adhere to the upper surface of the bottom surface step portion 16 .

さらに、上記実施例では、図5に示されるように、上部筐体11と下部筐体12との接合を溶接加工により行っていたが、水密性を維持できれば、接合方法は溶接加工に限らない。例えば、それぞれの筐体の接合部にフランジを配設し、接合面にゴムパッキン等のシール材を挟み込み、ボルト、ナット等で接合してもよい。   Furthermore, in the said Example, as FIG. 5 showed, although joining with the upper housing | casing 11 and the lower housing | casing 12 was performed by welding, if a watertightness can be maintained, a joining method will not be restricted to welding. . For example, a flange may be provided at a joint portion of each housing, a sealing material such as rubber packing may be sandwiched between the joint surfaces, and the joints may be joined with bolts, nuts, or the like.

また、上記実施例では、図2(a)及び図3に示されるように2口の連通口7a、7bを連通する曲管からなる連通管7により、既設流路を変更していたが、流路の変更手段としては流路内の流体を案内する引導曲面を有していればよく、必ずしも曲管である必要はない。例えば図14に示されるように、内曲側面部を有さない連通路25であってもよい。   Moreover, in the said Example, although the existing flow path was changed by the communicating pipe 7 which consists of a curved pipe which connects two communicating ports 7a and 7b as shown in FIG. 2 (a) and FIG. The channel changing means only needs to have a guiding curved surface that guides the fluid in the channel, and is not necessarily a curved pipe. For example, as shown in FIG. 14, the communication path 25 having no inner curved side surface portion may be used.

また、上記実施例で仕切体4は、図2(a)に示されるように流体を案内する連通管7が別体からなる仕切壁6に固着されている構造となっているが、既設の管路を遮断して流体を案内すればはじめから一体的な構造を有していてもよい。例えば仕切体は、筐体内面と当接する外周面にシール材を備えたブロック体であり、該ブロック体の外面には少なくとも2口の連通口が形成され、該ブロック体の内部には該連通口を引導曲面を介して連通するトンネル部が形成されていてもよい。   In the above embodiment, the partition 4 has a structure in which the communication pipe 7 for guiding the fluid is fixed to the separate partition wall 6 as shown in FIG. It may have an integral structure from the beginning as long as the fluid is guided by blocking the pipeline. For example, the partition body is a block body provided with a sealing material on the outer peripheral surface that comes into contact with the inner surface of the housing. At least two communication ports are formed on the outer surface of the block body, and the communication body is formed inside the block body. A tunnel portion that communicates the mouth via a guiding curved surface may be formed.

さらに、上記第2実施例で仕切体4は、平板状の仕切壁6の周面に形成されたシール材8bが筐体10’内において設けられた1条の側面段部15及び底面段部16と当接する位置に設置されていたが、筐体10’内において、仕切壁の表裏側で既設水道管1内の流体を止水できれば仕切壁は必ずしも平板である必要はない。例えば平面視略直角状に形成された仕切壁の周面にシール材を配設して、筐体10’内において平面視略直角状に交差して設けられた2条の段部と当接する位置に設置可能としてもよい。   Further, in the second embodiment, the partition body 4 includes a single side step 15 and a bottom step provided with a sealing member 8b formed in the peripheral surface of the flat partition wall 6 in the housing 10 '. However, the partition wall does not necessarily have to be a flat plate if the fluid in the existing water pipe 1 can be stopped on the front and back sides of the partition wall in the casing 10 ′. For example, a sealing material is provided on the peripheral surface of the partition wall formed in a substantially right-angle shape in plan view, and comes into contact with two stepped portions provided so as to intersect in a substantially right-angle shape in plan view in the housing 10 ′. It may be possible to install at a position.

本発明の第1実施形態における既設水道管1に不断水流路形成装置を装着し新設水道管3を連通接続した配管の全体像を示す平面図である。(a)は、不断水流路形成装置を既設水道管1に装着し、新設水道管3を連通接続した状態及び管内流体の流下方向を示した平面図であり、(b)は、不断水流路形成装置内部の既設水道管1を切断した状態及び管内流体の流下方向を示した平面図であり、(c)は、既設水道管1を切断した後に、不断水流路形成装置内部に仕切体4を設置した状態及び管内流体の流下方向を示した平面図である。It is a top view which shows the whole image of piping which equip | installed the continuous water flow path formation apparatus to the existing water pipe 1 in 1st Embodiment of this invention, and connected the new water pipe 3 in communication. (A) is a plan view showing a state in which the continuous water channel forming device is attached to the existing water pipe 1 and the new water pipe 3 is connected in communication and the flow direction of the fluid in the pipe, and (b) is a continuous water channel. It is the top view which showed the state which cut | disconnected the existing water pipe 1 inside a formation apparatus, and the flow direction of the fluid in a pipe | tube, (c) is the partition 4 in an unrestricted water flow path formation apparatus, after cutting the existing water pipe 1 It is the top view which showed the state which installed and the flow direction of the fluid in a pipe | tube. (a)は、本発明における仕切体4を示す斜視図であり、(b)は不断水流路形成装置の全体像を示す斜視図である。(A) is a perspective view which shows the partition body 4 in this invention, (b) is a perspective view which shows the whole image of a continuous water flow path formation apparatus. (a)は、仕切体4の側面と一部断面を示した図であり、(b)は仕切体4の正面図である。(A) is the figure which showed the side surface and partial cross section of the partition body 4, (b) is a front view of the partition body 4. FIG. (a)は、不断水流路形成装置の全体像を示す平面図であり、(b)は、同じく仕切体4が設置された位置を示した平面図である。(A) is a top view which shows the whole image of a continuous water flow path formation apparatus, (b) is the top view which showed the position where the partition body 4 was similarly installed. 筐体10の内側面及び内底面に一体的に連続して備えられた段部15、16を示した、筐体10のf−f断面図である。FIG. 5 is a cross-sectional view of the housing 10 taken along the line ff showing the step portions 15 and 16 provided integrally and continuously on the inner surface and the inner bottom surface of the housing 10. (a)は、仕切体4が、筐体10の上方から設置位置に向けて下降動作する途中地点における、筐体10の縦断面図であり、(b)は仕切体4が、設置位置に設置された地点における、筐体10の縦断面図である。(A) is the longitudinal cross-sectional view of the housing | casing 10 in the middle point in which the partition body 4 descend | falls toward the installation position from the upper direction of the housing | casing 10, (b) is the partition body 4 in an installation position. It is a longitudinal cross-sectional view of the housing | casing 10 in the installed point. 上下2分割の上部筐体11、下部筐体12を溶接加工にて接合する突合せ部を示した図4(a)のa−a及びb−b拡大断面図であり、(a)は溶接加工前の突合せ部を示した拡大断面図であり、(b)は溶接加工後の突合せ部を示した拡大断面図であり、(c)研磨加工後の突合せ部を示した拡大断面図である。It is the aa and bb expanded sectional view of Fig.4 (a) which showed the butt | matching part which joins the upper housing | casing 11 divided into upper and lower parts and the lower housing | casing 12 by welding, (a) is welding processing It is the expanded sectional view which showed the front butt | matching part, (b) is the expanded sectional view which showed the butt | matching part after welding processing, (c) It is the expanded sectional view which showed the butt | matching part after grinding | polishing process. (a)は筐体10内の案内片20、20’、21、21’を示した平面図であり、(b)は(a)のd−d断面図であり、(c)は同じくc−c断面図である。(A) is the top view which showed the guide pieces 20, 20 ', 21, and 21' in the housing | casing 10, (b) is dd sectional drawing of (a), (c) is also c FIG. 仕切体4の筐体10内の設置位置における振れ止めピン22を示した側断面図である。FIG. 5 is a side cross-sectional view showing a steady pin 22 at an installation position in a housing 10 of a partition body 4. 不断水流路形成装置2内部の管を切断する穿孔用カッタ32を示した概略図である。It is the schematic which showed the cutter 32 for a piercing | punching which cut | disconnects the pipe | tube inside the continuous water flow path formation apparatus 2. FIG. 不断水流路形成装置2内部に仕切体4を設置する挿入機34を示した概略図である。It is the schematic which showed the insertion machine 34 which installs the partition body 4 inside the continuous water flow path formation apparatus 2. FIG. 仕切体4が不断水流路形成装置2内部に設置された状態における図6(b)のe−e断面図である。It is ee sectional drawing of FIG.6 (b) in the state in which the partition body 4 was installed in the indefinite water flow path formation apparatus 2. FIG. (a)は、本発明の第2実施形態における、不断水流路形成装置2’の全体像を示す斜視図であり、(b)は同じく不断水流路形成装置2’の平面図である。(A) is a perspective view which shows the whole image of the continuous water flow path formation apparatus 2 'in 2nd Embodiment of this invention, (b) is a top view of the continuous water flow path formation apparatus 2' similarly. 仕切体の変形例を示した斜視図である。It is the perspective view which showed the modification of the partition.

符号の説明Explanation of symbols

1 既設水道管
1a 切断面
2 不断水流路形成装置
3 新設水道管
4 仕切体
5 上蓋部
6 仕切壁
7 連通管
7a 連通口(既設水道管側)
7b 連通口(新設水道管側)
8b シール材(仕切壁周面)
81b シール材(仕切壁側面)
82b シール材(仕切壁底面)
9a 連通管支持部材
9b 底板
10 筐体
11 上部筐体
12 下部筐体
15 側面段部
16 底面段部(上面勾配)
18 開先部
19 段部(上蓋部用)
20 上部案内片(表側)
21 上部案内片(裏側)
22 振れ止めピン
23 固定プラグねじ
25 連通路
32 穿孔用カッタ
A 側方開口部(既設水道管上流側)
B 側方開口部(新設水道管側)
E 特定エリア
DESCRIPTION OF SYMBOLS 1 Existing water pipe 1a Cut surface 2 Unbreakable water flow path formation apparatus 3 New water pipe 4 Partition 5 Upper cover part 6 Partition wall 7 Communication pipe 7a Communication port (existing water pipe side)
7b Communication port (new water pipe side)
8b Seal material (partition wall peripheral surface)
81b Sealing material (partition wall side)
82b Sealing material (bottom of partition wall)
9a Communicating tube support member 9b Bottom plate 10 Housing 11 Upper housing 12 Lower housing 15 Side step
16 bottom step (top slope)
18 Groove part 19 Step part (for upper cover part)
20 Upper guide piece (front side)
21 Upper guide piece (back side)
22 Stabilizing pin 23 Fixed plug screw 25 Communication path 32 Drilling cutter A Side opening (upstream side of existing water pipe)
B side opening (new water pipe side)
E Specific area

Claims (5)

既設流体管の外周面を少なくとも3方向の流路を確保できる筐体で密封し、不断水状態で前記既設流体管を切断して、少なくとも底面と側面とを有する筐体内部に仕切体を設置して他の流路を形成する既設流体管の不断水流路形成装置であって、
前記仕切体が前記筐体内の流体の少なくとも1流路を遮断する仕切壁と、引導曲面を有する流体案内部とからなり、前記仕切壁の周縁面には、少なくとも両側面及び底面にシール材が設けられており、前記筐体の内側面における、前記仕切壁の両側面に備えたシール材の当接する当接面が、前記筐体の内側面に肉厚の側面段部として少なくとも1対形成されるとともに、前記仕切体の設置位置である前記筐体の底面には、前記仕切壁の底面のシール材が水密的に当接する当接面が、前記筐体の底面に肉厚の底面段部として少なくとも1条形成され、前記側面段部と連続する構造となっており、且つ、前記シール材との当接面を形成する前記底面段部の上面が前記既設流体管の上流側に向かって下り勾配に設けられていることを特徴とする既設流体管の不断水流路形成装置。
The outer peripheral surface of the existing fluid pipe is sealed with a casing capable of securing at least three-direction flow paths, and the existing fluid pipe is cut in an indefinite water state, and a partition is installed inside the casing having at least a bottom surface and a side surface. And a continuous water flow path forming device for an existing fluid pipe that forms another flow path,
The partition body includes a partition wall that blocks at least one flow path of the fluid in the housing, and a fluid guide portion having a guiding curved surface, and a sealing material is provided on at least both side surfaces and a bottom surface of the peripheral surface of the partition wall. And at least one pair of contact surfaces on the inner side surface of the casing, on which the sealing material provided on both side surfaces of the partition wall abuts, is formed as a thick side step on the inner side surface of the casing. is Rutotomoni, the bottom surface of the housing is a installation position of the partition member, the abutment surface which the sealing member abuts watertight manner in the bottom surface of the partition wall, the bottom stage of the thickness on the bottom of the housing At least one strip is formed as a portion and is continuous with the side stepped portion, and the upper surface of the bottom stepped portion that forms a contact surface with the sealing material faces the upstream side of the existing fluid pipe. existing, characterized in that provided on the downward slope Te Constant water flow path forming apparatus body vessel.
前記仕切壁が上部から下部に至るにしたがって幅狭のテーパ状であり、前記仕切壁の幅寸法の変化に対応するように、前記側面段部が上部から下部に至るにしたがって肉厚になるように形成されている請求項1に記載の既設流体管の不断水流路形成装置。   The partition wall has a narrow taper shape from the top to the bottom, and the side stepped portion becomes thicker from the top to the bottom so as to correspond to the change in the width dimension of the partition wall. The continuous water flow path forming device for an existing fluid pipe according to claim 1, wherein 前記筐体が少なくとも上下に2分割の前記側面段部を有する構造であり、前記筐体の分割面を外周面側からの溶接加工で接合することにより、上下方向に連続する前記側面段部を形成できる構造である請求項1または2に記載の既設流体管の不断水流路形成装置。   The case has a structure in which the casing has at least the two side stepped portions vertically, and the side stepped portion that is continuous in the vertical direction is formed by joining the split surfaces of the casing by welding from the outer peripheral surface side. 3. The continuous water flow path forming device for an existing fluid pipe according to claim 1 or 2, which has a structure that can be formed. 前記仕切壁の周縁面の少なくとも底面及び両側面に一体的に凸R面で連接したシール材を備えており、前記筐体の前記底面段部と前記側面段部とが一体的に凹R面で連続する請求項1ないしのいずれかに記載の既設流体管の不断水流路形成装置。 A seal member integrally connected with a convex R surface on at least a bottom surface and both side surfaces of the peripheral surface of the partition wall, and the bottom surface step portion and the side surface step portion of the housing are integrally concave R surfaces. The continuous water flow path forming device for an existing fluid pipe according to any one of claims 1 to 3 , which is continuous with the above. 前記筐体内側面に前記側面段部が少なくとも2対形成されている請求項1ないしのいずれかに記載の既設流体管の不断水流路形成装置。 The indefinite water flow path forming device for an existing fluid pipe according to any one of claims 1 to 4 , wherein at least two pairs of the side step portions are formed on the inner side surface of the casing.
JP2004329104A 2004-11-12 2004-11-12 Continuous water flow path forming device for existing fluid pipes Expired - Fee Related JP4541843B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59196795U (en) * 1983-06-16 1984-12-27 コスモ工機株式会社 Auxiliary equipment for water pipe switching work
JPS60154692U (en) * 1984-03-24 1985-10-15 矢野技研株式会社 Fluid transport pipe connection structure
JPS6438365U (en) * 1987-09-01 1989-03-07
JPH08193686A (en) * 1995-01-13 1996-07-30 Cosmo Koki Co Ltd Fitting method of switch valve for city water work free from water suspension

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59196795U (en) * 1983-06-16 1984-12-27 コスモ工機株式会社 Auxiliary equipment for water pipe switching work
JPS60154692U (en) * 1984-03-24 1985-10-15 矢野技研株式会社 Fluid transport pipe connection structure
JPH0429188Y2 (en) * 1984-03-24 1992-07-15
JPS6438365U (en) * 1987-09-01 1989-03-07
JPH08193686A (en) * 1995-01-13 1996-07-30 Cosmo Koki Co Ltd Fitting method of switch valve for city water work free from water suspension

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