JPH0756130B2 - Intubation fixing device - Google Patents

Intubation fixing device

Info

Publication number
JPH0756130B2
JPH0756130B2 JP62090049A JP9004987A JPH0756130B2 JP H0756130 B2 JPH0756130 B2 JP H0756130B2 JP 62090049 A JP62090049 A JP 62090049A JP 9004987 A JP9004987 A JP 9004987A JP H0756130 B2 JPH0756130 B2 JP H0756130B2
Authority
JP
Japan
Prior art keywords
pipe
insertion tube
fixed
wire
tube
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.)
Expired - Lifetime
Application number
JP62090049A
Other languages
Japanese (ja)
Other versions
JPS63255426A (en
Inventor
榮一 籠島
直機 北橋
秀夫 山内
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP62090049A priority Critical patent/JPH0756130B2/en
Publication of JPS63255426A publication Critical patent/JPS63255426A/en
Publication of JPH0756130B2 publication Critical patent/JPH0756130B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は,例えば老朽化した下水管を更生させるべく,
該下水管に合成樹脂製の螺旋管を装着する場合等のよう
に,鞘管に内挿管を装着する際に,鞘管に対して内挿管
を固定するために使用される内挿管固定装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention is directed to rehabilitating an aged sewer pipe, for example.
The present invention relates to an insertion tube fixing device used for fixing an insertion tube to a sheath pipe when the insertion pipe is attached to the sheath pipe, such as when attaching a synthetic resin spiral pipe to the sewer pipe. .

(従来の技術) ヒューム管等の下水管は,腐食性ガスによる侵食や土圧
の影響により老朽化が進み,ひび割れ,漏水等を招来す
るおそれがある。このため,老朽化した下水管内に合成
樹脂製螺旋管のような内挿管を装着して,下水管を更生
することが行われる。
(Prior Art) Sewage pipes such as fume pipes may deteriorate due to erosion due to corrosive gas and the influence of earth pressure, and may lead to cracks, water leakage, and the like. For this reason, an old pipe such as a synthetic resin spiral pipe is installed in the aging sewer pipe to rehabilitate the sewer pipe.

下水管内に装着される内挿管の口径は,下水管の老朽の
程度,下水量により選定され,老朽化の激しい下水管で
は,該下水管の口径に対して比較的小径の内挿管が用い
られる。そして,内挿管と下水管との間には,エアーモ
ルタル等の裏込剤が充填される。
The caliber of the insertion pipe installed in the sewer pipe is selected according to the degree of aging of the sewer pipe and the amount of sewage, and in the aging sewer pipe, a relatively small diameter is used for the sewage pipe. . Then, a backing agent such as air mortar is filled between the inner pipe and the sewer pipe.

(発明が解決しようとする問題点) 内挿管は,下水管の上流側に位置する端部が下流側端部
よりも高くなった所定の勾配を有する姿勢で装着しなけ
ればならないが,長尺の内挿管を下水管内にて所定の勾
配とすることは容易ではなく,特に,下水管と内挿管と
の口径差が大きくなれば,下水管に対する内挿管の姿勢
が大きく変化してしまうおそれがある。また,両者の口
径差が大きくなれば,両者の間隙内に裏込剤を充填する
と,内挿管に働く浮力のために,内挿管の姿勢が変化
し,甚だしい場合には,内挿管の下流側端部が上流側端
部よりも高くなり,下水の通流が下能になるおそれもあ
る。裏込剤の圧力が大きすぎたり,裏込剤により内挿管
に働く浮力が大きくなり過ぎると,内挿管が押しつぶさ
れて破損するおそれもある。
(Problems to be solved by the invention) The insertion pipe must be installed in a posture in which the end located on the upstream side of the sewer pipe has a predetermined slope higher than the end on the downstream side. It is not easy to make the intubation with a predetermined gradient in the sewer pipe, and in particular, if the difference in diameter between the sewer pipe and the intubation pipe becomes large, the posture of the intubation pipe with respect to the sewer pipe may change significantly. is there. If the difference in bore size between the two becomes large, if the backfilling agent is filled in the gap between the two, the posture of the insertion tube changes due to the buoyancy acting on the insertion tube. The end may be higher than the upstream end, and the flow of sewage may be impaired. If the pressure of the backing agent is too large, or if the buoyancy acting on the insertion tube due to the backing agent becomes too large, the insertion tube may be crushed and damaged.

本発明は,上記従来の問題を解決するものであり,その
目的は,下水管等の鞘管内に内挿管を所定の姿勢で安定
的に固定し得て,しかも安全に作業が行なえる内挿管固
定装置を提供することにある。
The present invention solves the above-mentioned conventional problems, and an object thereof is to be able to stably fix an insertion tube in a sheath tube such as a sewer pipe in a predetermined posture and to perform a safe operation. To provide a fixing device.

(問題点を解決するための手段) 本発明の内挿管固定装置は,鞘管の一方の端面と対向す
るように固定された固定部材と,該固定部材にそれぞれ
の一端が固定されており,鞘管内を所定の姿勢で挿通し
て該鞘管内に嵌合された内挿管内周面にそれぞれが係止
される複数の線材と,鞘管の他方の端面と対向するよう
に固定され,前記各線材が摺動可能に挿通される支持部
材と,該支持部材とは接離可能に配設されており,該支
持部材を挿通した各線材の端部が固定される張力調整部
材と,該張力調整部材と前記支持部材との間に介装さ
れ,その伸縮により該張力調整部材を前記支持部材に対
して離隔または接近させる伸縮部材と,該伸縮部材を伸
縮駆動する伸縮駆動手段と,を具備してなり,そのこと
により上記目的が達成される。
(Means for Solving the Problems) The insertion tube fixing device of the present invention includes a fixing member fixed so as to face one end surface of the sheath tube, and one end of each of the fixing members is fixed to the fixing member. A plurality of wire rods which are inserted into the sheath pipe in a predetermined posture and are respectively locked to the inner peripheral surface of the insertion pipe fitted in the sheath pipe, and fixed so as to face the other end face of the sheath pipe, A supporting member through which each wire rod is slidably inserted, a tension adjusting member that is disposed so as to be able to come into contact with and separate from the supporting member, and an end portion of each wire rod through which the supporting member is inserted is fixed, An elastic member that is interposed between the tension adjusting member and the support member, and that expands and contracts the tension adjusting member to or away from the support member, and an expansion and contraction driving unit that expands and contracts the expansion and contraction member. It is equipped, and the above-mentioned purpose is achieved by that.

(実施例) 以下に本発明を実施例について説明する。(Example) Hereinafter, the present invention will be described with reference to Examples.

本発明の内挿管固定装置は,第1図に示すように,鞘管
である老朽化した下水管70内に,例えば合成樹脂製螺旋
管でなる内挿管80を装着する場合に使用される。下水管
70の各端部はマンホール71および72にそれぞれ係合され
ている。
As shown in FIG. 1, the inner tube fixing device of the present invention is used when the inner tube 80 made of, for example, a synthetic resin spiral tube is mounted in an aged sewer pipe 70 which is a sheath tube. Sewer pipe
Each end of 70 is engaged with manholes 71 and 72, respectively.

本発明の内挿管固定装置は,例えば下流側のマンホール
72内に配設される固定部材10と,上流側のマンホール71
内に配設される支持部材20と,該支持部材20に対して接
離可能に配設された張力調整部材50と,該張力調整部材
50と前記固定部材10との間に架設された複数の線材30,3
0,…とを有する。
The intubation fixing device of the present invention is, for example, a manhole on the downstream side.
Fixing member 10 disposed inside 72 and manhole 71 on the upstream side
A support member (20) disposed inside, a tension adjusting member (50) arranged so as to be able to come into contact with and separate from the support member (20), and the tension adjusting member
A plurality of wire rods 30 and 3 installed between the fixing member 10 and the fixing member 10.
It has 0 ,.

固定部材10は,例えば第2図に示すように,長方体状の
枠体11と,該枠体11の一面を閉塞すべく配設された係止
板12とを有する。枠体11の上部および下部には,左右各
側方に突き出たブラケット部11a,11aおよび11b,11bが配
設されており,相互に対向する上部および下部のブラケ
ット部11aおよび11bを挿通するように支持杆13および13
が配設されている。
The fixing member 10 has, for example, as shown in FIG. 2, a rectangular frame body 11 and a locking plate 12 arranged to close one surface of the frame body 11. Bracket parts 11a, 11a and 11b, 11b projecting to the left and right sides are provided on the upper and lower parts of the frame body 11 so that the upper and lower bracket parts 11a and 11b facing each other can be inserted. Supported on rods 13 and 13
Is provided.

該固定部材10は,係止板12が下流側マンホール72の中央
側に位置されて,枠体11が下水管70の下流側端面に対向
するように,所定の傾斜状態で,下流側のマンホール72
内に固定される。この場合,固定部材10が所定の傾斜状
態となって固定されるように,マンホール72内に適当な
支保工が設けられる。枠体10は下水管70の一方の端面も
しくはマンホール72内周面に,直接あるいは支保工を介
して係止される。
The fixing member 10 is provided with the locking plate 12 located at the center side of the downstream manhole 72, and the frame 11 faces the downstream end surface of the sewer pipe 70 in a predetermined inclined state in the downstream manhole. 72
Fixed inside. In this case, an appropriate support is provided in the manhole 72 so that the fixing member 10 is fixed in a predetermined inclined state. The frame body 10 is locked to one end surface of the sewer pipe 70 or the inner peripheral surface of the manhole 72 either directly or through a supporting structure.

該固定部材10における枠体11の上面には,下水管70配設
側とは反対方向に延出した伸縮可能の固定杆14が着脱可
能に配設されており,該固定杆14の先端を,下流側マン
ホール72の下水管70配設側とは反対側の内周面に当接さ
せて,枠体11を,下水管70上方のマンホール72内周面に
押圧することにより,枠体10の上部を下水管70の端面も
しくはマンホール72内周面に係止させて該固定部材10を
固定する。
On the upper surface of the frame body 11 of the fixing member 10, an extendable and retractable fixed rod 14 extending in the direction opposite to the side where the sewer pipe 70 is provided is detachably attached, and the tip of the fixed rod 14 is attached. The frame body 10 is brought into contact with the inner peripheral surface of the downstream side manhole 72 on the side opposite to the side where the sewer pipe 70 is disposed, and the frame body 11 is pressed against the inner peripheral surface of the manhole 72 above the sewer pipe 70, thereby forming the frame body 10. The fixing member 10 is fixed by engaging the upper part of the with the end surface of the sewer pipe 70 or the inner peripheral surface of the manhole 72.

固定部材10の係止板12には,例えば8本の長孔12a,12a,
…が,放射状に配設されている。相隣する長孔12a同士
は45度の角度をなしている。
The locking plate 12 of the fixing member 10 has, for example, eight elongated holes 12a, 12a,
, Are arranged radially. Adjacent long holes 12a form an angle of 45 degrees.

各長孔12aには,例えばピアノ線を用いた線材30の一端
が,固定具31にてそれぞれ固定されている。各線材30
は,所定の径の円筒を形成するように,各長孔12a内の
所定位置にて位置決めされる。各線材30は,係止板12と
は直交するように下水管70内に導入され,該下水管70内
を所定の勾配で傾斜した状態となって挿通される。そし
て,各線材30は下水管70に内嵌された内挿管80内周面に
係止される。
One end of a wire 30 made of, for example, a piano wire is fixed to each of the long holes 12a by a fixture 31. Each wire rod 30
Are positioned at a predetermined position in each elongated hole 12a so as to form a cylinder having a predetermined diameter. Each wire 30 is introduced into the sewer pipe 70 so as to be orthogonal to the locking plate 12, and is inserted in the sewer pipe 70 in a state of being inclined at a predetermined gradient. Then, each wire 30 is locked to the inner peripheral surface of the inner pipe 80 fitted in the sewer pipe 70.

上流側のマンホール71内に配設される支持部材20は,第
3図に示すように,前記固定部材10と同様の,フランジ
部21a,21aおよび21b,21bを有する枠体21,係止板22,一対
の支持杆23,23,および固定杆24を具備する。そして,係
止板22には,前記固定部材10の係止板12と同様に,8本の
長孔22a,22a,…が放射状に形成されている。該支持部材
20は,係止板23が上流側マンホール71の中央側に位置さ
れて,前記固定部材10とは平行となるように傾斜した状
態で,下水管70の上流側端面に対向して配設される。そ
して,前記固定部材10と同様に固定杆24に押圧されて,
枠体21が下水管70の端面もしくはマンホール71内周面
に,直接あるいは支保工を介して係止され,該支持部材
20が固定される。
As shown in FIG. 3, the supporting member 20 arranged in the manhole 71 on the upstream side has a frame body 21 having flange portions 21a, 21a and 21b, 21b, a locking plate similar to the fixing member 10, as shown in FIG. A pair of support rods 23, 23 and a fixed rod 24 are provided. Then, in the locking plate 22, as in the locking plate 12 of the fixing member 10, eight elongated holes 22a, 22a, ... Are radially formed. The support member
20 is disposed facing the upstream end surface of the sewer pipe 70 in a state where the locking plate 23 is located on the center side of the upstream manhole 71 and is inclined so as to be parallel to the fixing member 10. It Then, like the fixing member 10, it is pressed by the fixing rod 24,
The frame body 21 is locked to the end surface of the sewer pipe 70 or the inner peripheral surface of the manhole 71 either directly or through a supporting structure,
20 is fixed.

該支持部材20における係止板25の各長孔23aには,下水
管70内を所定の傾斜状態で挿通し,該下水管70内にて,
内挿管80内周面に係止された各線材30が,それぞれ挿通
している。
The sewer pipe 70 is inserted into the elongated holes 23a of the locking plate 25 of the support member 20 in a predetermined inclined state, and
Each of the wire rods 30 locked to the inner peripheral surface of the inner insertion tube 80 is inserted therethrough.

支持部材20における係止板22の中央部には,伸縮部材で
ある油圧シリンダ40が取付けられている。該油圧シリン
ダ40は,ピストンロッド41が下水管70配設側とは反対方
向に向かって進出し得るように配設されている。
A hydraulic cylinder 40, which is a telescopic member, is attached to the central portion of the locking plate 22 of the support member 20. The hydraulic cylinder 40 is arranged so that the piston rod 41 can advance in the direction opposite to the side where the sewer pipe 70 is arranged.

該油圧シリンダ40のピストンロッド41先端部には,円盤
状の張力調整部材50の中央部が固着されている。該張力
調整部材50は,8本の長孔51,51,…が,前記支持部材20に
おける各長孔22aとは平行となるように,放射状に開設
されており、各長孔51に,支持部材20における係止板23
の各長孔23aを挿通した各線材30の端部が,固定具32に
て固定されている。
A central portion of a disk-shaped tension adjusting member 50 is fixed to the tip end portion of the piston rod 41 of the hydraulic cylinder 40. The tension adjusting member 50 is radially provided so that the eight elongated holes 51, 51, ... Are parallel to the elongated holes 22a of the supporting member 20, and are supported by the elongated holes 51. Locking plate 23 in member 20
The end portions of the wire rods 30 that have been inserted through the long holes 23a are fixed by the fixtures 32.

該張力調整部材50と支持部材20における係止板23との間
に介装された伸縮部材である油圧シリンダ40は,例え
ば,マンホール71内を挿通するフレキシブルホース61を
介して,地上に載置された手動式の油圧ポンプ60から油
圧が送給されることにより伸縮駆動される。該油圧ポン
プ60には,圧力計62が配設されており,該圧力計62にて
油圧シリンダ50に加わる圧力を捉えることができる。
The hydraulic cylinder 40, which is an elastic member interposed between the tension adjusting member 50 and the locking plate 23 of the support member 20, is placed on the ground, for example, via a flexible hose 61 that is inserted through the manhole 71. The hydraulic pressure is sent from the manually operated hydraulic pump 60, so that the hydraulic pump 60 is expanded and contracted. The hydraulic pump 60 is provided with a pressure gauge 62, and the pressure gauge 62 can detect the pressure applied to the hydraulic cylinder 50.

このような構成の本発明に係る内挿管固定装置を用いた
下水管70への内挿管80の固定方法は,次のように実施さ
れる。
The method of fixing the inner pipe 80 to the sewer pipe 70 using the inner pipe fixing device of the present invention having such a configuration is carried out as follows.

まず,下水管70内に内挿管80を位置せしめる。これは,
予め所定の長さに形成された内挿管80を一方のマンホー
ル71もしくは72から搬入すればよい。しかしながら,マ
ンホール71もしくは72から所定の長さの内挿管80を搬入
できない場合には,帯状体から螺旋管を製造し得る製造
機を用い,該製造機を一方のマンホール71もしくは72内
に位置させて,地上に載置されたコイルから帯状体を,
該製造機に連続的に供給することにより螺旋管を製造
し,製造された螺旋管を,順次,下水管70内へ導入する
ようにしてもよい。
First, the insertion pipe 80 is positioned in the sewer pipe 70. this is,
The insertion tube 80 formed in advance with a predetermined length may be carried in from one of the manholes 71 or 72. However, when the insertion tube 80 having a predetermined length cannot be carried in from the manhole 71 or 72, a manufacturing machine capable of manufacturing a spiral tube from a strip is used, and the manufacturing machine is positioned in one manhole 71 or 72. Then, from the coil placed on the ground,
The spiral pipe may be manufactured by continuously supplying to the manufacturing machine, and the manufactured spiral pipe may be sequentially introduced into the sewer pipe 70.

下水管70内に所定の長さの内挿管80が位置されると,下
流側のマンホール72内に,固定すべき内挿管80の傾斜状
態とは直交するように、固定部材10を固定すると共に,
上流側のマンホール72内に支持部材20を同様の状態とな
るように固定する。この場合,支持部材20に取付けられ
た油圧シリンダ40は最も収縮した状態とされる。そして
該内挿管80内に,例えば8本の線材30を挿通する。内挿
管80内に挿通された各線材30の一方の端部は,固定部材
10における係止板12の各長孔12a内を挿通して,各長孔1
2aの所定位置に固定部材31にて固定される。他方の端部
は,支持部材20における係止板22の各長孔22a内を挿通
し,さらに張力調整部材50の各長孔51を挿通して,その
各長孔51の所定位置に固定部材32にて固定される。
When the inner pipe 80 having a predetermined length is positioned in the sewer pipe 70, the fixing member 10 is fixed in the manhole 72 on the downstream side so as to be orthogonal to the inclined state of the inner pipe 80 to be fixed. ,
The support member 20 is fixed in the manhole 72 on the upstream side so as to be in the same state. In this case, the hydraulic cylinder 40 attached to the support member 20 is in the most contracted state. Then, for example, eight wire rods 30 are inserted into the inner tube 80. One end of each wire 30 inserted through the inner tube 80 is a fixing member.
Inserting through the inside of each long hole 12a of the locking plate 12 in 10,
It is fixed to a predetermined position of 2a by a fixing member 31. The other end is inserted through each of the long holes 22a of the locking plate 22 of the support member 20, and further through each of the long holes 51 of the tension adjusting member 50, and is fixed at a predetermined position of each of the long holes 51. Fixed at 32.

このような状態で,地上に載置された油圧ポンプ60が駆
動され,伸縮部材である油圧シリンダ40のピストンロッ
ド41が,支持部材20から離隔する方向へ進出される。こ
れにより,油圧シリンダ40が伸長し,ピストンロッド41
の先端に取付けられた張力調整部材50は支持部材20から
離隔する方向へ移動され,該張力調整部材50に固定され
た各線材30の端部が牽引される。そして,各線材30の端
部が牽引されることにより,各線材30には張力が付与さ
れ,各線材30は,内挿管80内周面に係止した状態とな
り,内挿管80は所定の姿勢となる。油圧ポンプ60を駆動
して,油圧シリンダ40を伸長させるに際し,油圧シリン
ダ40に付与される圧力は,圧力計62にて確認され,各線
材30の張力が所定値となった時点で油圧ポンプ60の駆動
が停止される。これにより,内挿管80は,その内周面に
複数の線材30が係止した所定の姿勢で固定される。
In such a state, the hydraulic pump 60 mounted on the ground is driven, and the piston rod 41 of the hydraulic cylinder 40, which is a telescopic member, is advanced in the direction away from the support member 20. As a result, the hydraulic cylinder 40 extends and the piston rod 41
The tension adjusting member 50 attached to the tip of the wire is moved in a direction away from the supporting member 20, and the end of each wire 30 fixed to the tension adjusting member 50 is pulled. Then, by pulling the end portion of each wire rod 30, tension is applied to each wire rod 30, each wire rod 30 is locked to the inner peripheral surface of the insertion tube 80, and the insertion tube 80 has a predetermined posture. Becomes When the hydraulic pump 60 is driven and the hydraulic cylinder 40 is extended, the pressure applied to the hydraulic cylinder 40 is confirmed by the pressure gauge 62, and when the tension of each wire 30 reaches a predetermined value, the hydraulic pump 60 Is stopped. As a result, the insertion tube 80 is fixed in a predetermined posture in which the plurality of wire rods 30 are locked on the inner peripheral surface thereof.

内挿管80に係止される線材の本数は8本に限るものでは
なく,例えば内挿管80の口径が200mm程度に小さくなれ
ば6本でもよい。また,線材30はピアノ線に限定され
ず,内挿管80の口径が大きくなれば,ワイヤ,チェーン
等を用いてもよい。
The number of wire rods locked to the insertion tube 80 is not limited to eight, and may be six if the diameter of the insertion tube 80 is reduced to about 200 mm. The wire rod 30 is not limited to a piano wire, and a wire, a chain or the like may be used as long as the diameter of the insertion tube 80 is large.

内挿管80が各線材30にて所定の姿勢で固定されると,該
内挿管80と下水管70との間隙内に,セメントミルク,エ
アーモルタル等の裏込剤が注入される。該裏込剤の注入
は,内挿管80の比重が比較的小さく,該裏込剤の注入に
より該内挿管80に大きな浮力が働く場合には,3回程度に
わけて行うことが好ましい。裏込剤の注入を3回にわけ
て行う場合には,第4図に示すように,まず内挿管80の
下部が裏込剤にほぼ浸漬するように裏込剤を注入し(第
4図(イ)参照),該裏込剤が固化したのちに,内挿管
80の上部以外の部分が浸漬するように裏込剤を注入する
(第4図(ロ)参照)。この場合,内挿管80に働く浮力
は,該内挿管80内周面の下部に係止する各線材30により
支持される。そして,この注入された裏込剤が固化した
後に,内挿管80下水管70との間隙の全てが充填されるよ
うに,裏込剤を注入して固化させる(第4図(ハ)参
照)。裏込剤が固化した後に,各線材30のそれぞれの端
部を,固定部材10および張力調整部材50から取りはず
し,固定部材10および支持部材20をマンホール71および
72内から撤去する。これにより,内挿管80は,下水管70
に対して所定の姿勢で,裏込剤にて包持される。このよ
うな状態で,内挿管80内には下水が通流される。
When the inner tube 80 is fixed in a predetermined posture by each wire 30, a backing agent such as cement milk or air mortar is injected into the gap between the inner tube 80 and the sewer pipe 70. It is preferable to inject the backing agent in about three times when the specific gravity of the insertion tube 80 is relatively small and a large buoyancy force acts on the insertion tube 80 due to the injection of the backing agent. When the backing agent is injected three times, as shown in FIG. 4, first, the backing agent is injected so that the lower part of the insertion tube 80 is substantially immersed in the backing agent (see FIG. 4). (See (a)), after the backing agent has solidified, insert the tube.
The backing agent is injected so that the parts other than the upper part of 80 are immersed (see Fig. 4 (b)). In this case, the buoyancy acting on the inner insertion tube 80 is supported by the wire rods 30 that are locked to the lower portion of the inner peripheral surface of the inner insertion tube 80. Then, after the injected backing agent is solidified, the backing agent is injected and solidified so that the entire gap between the insertion pipe 80 and the sewer pipe 70 is filled (see FIG. 4C). . After the backing agent has solidified, the respective ends of each wire 30 are removed from the fixing member 10 and the tension adjusting member 50, and the fixing member 10 and the supporting member 20 are removed from the manhole 71 and the supporting member 20.
Remove from within 72. As a result, the intubation tube 80 becomes the sewer pipe 70
It is wrapped with a backing agent in a predetermined posture. In such a state, sewage flows through the inside of the intubation tube 80.

裏込剤の注入時に,内挿管80に大きな浮力が働く場合に
は,内挿管80内周面の下部に係止する線材30を大径のピ
アノ線あるいはワイヤ,チェーン等のように高強度のも
のとすればよい。
When a large buoyancy is exerted on the insertion tube 80 at the time of injecting the backing agent, the wire rod 30 that is locked to the lower portion of the inner peripheral surface of the insertion tube 80 has a high strength like a large diameter piano wire or a wire or chain. It should be one.

裏込剤の充填を3回程度にわけて行うことなく,一度に
行う場合には,内挿管80には大きな浮力が働くことにな
る。このため,内挿管80に働く浮力を各線材30にて支持
できなくなるおそれがある。このような場合には,内挿
管80が各線材30に係止された状態で,該内挿管80の下流
側の端部を止水栓にて水密状に封止し,該内挿管80内に
水を注入した後に,上流側の端部も止水栓にて水密状に
封止する。このようにすれば,内挿管80と下水管70との
間隙内に裏込剤を一度に充填しても,該内挿管80に働く
浮力は,内挿管80内に貯留される水にて押え込まれるた
め,内挿管80は浮上がるおそれがなく,また,内挿管80
がおしつぶされるおそれもない。裏込剤の充填時には,
その発熱作用により内挿管がより一層変形しやすくなる
おそれがあるが,内挿管80内に貯留された水は,内挿管
80が軟化することを防止し,さらには内挿管80と下水管
70との間隙に充填される裏込剤を冷却して,ヒビ割れの
発生しない低い温度条件下で該裏込剤を養生硬化させる
ことができる。
If the backing agent is not filled in three times but is performed at one time, a large buoyancy will be exerted on the insertion tube 80. Therefore, there is a possibility that the buoyancy acting on the insertion tube 80 cannot be supported by each wire 30. In such a case, in the state where the insertion tube 80 is locked to each wire 30, the downstream end of the insertion tube 80 is watertightly sealed by a water stopper, and the inside of the insertion tube 80 is sealed. After injecting water into the container, the upstream end is also sealed in a watertight manner with a water stopcock. By doing so, even if the backfilling agent is filled into the gap between the insertion pipe 80 and the sewer pipe 70 at one time, the buoyancy acting on the insertion pipe 80 is suppressed by the water stored in the insertion pipe 80. Since there is no possibility that the insertion tube 80 will float,
There is no danger of being crushed. When filling the backing agent,
The heat generation action may cause the endotracheal tube to be more easily deformed. However, the water stored in the endotracheal tube 80 is
To prevent 80 from softening, and also to insert tube 80 and sewer pipe
By cooling the backing agent filled in the gap with 70, the backing agent can be cured and cured under low temperature conditions where cracking does not occur.

内挿管80内に水を充填する場合には,内挿管80の各端部
を封止することなく,例えば,各端部の上部を開放して
おき,上流側の端部の開放された上部から,施工時に該
下水管70の上流にて滞留される下水をポンプ等にて内挿
管80内へ送給する構成としてもよい。この場合,内挿管
80には送給された下水が滞留するが,該下水の滞留量が
所定量以上になれば,内挿管80の下流側の端部の開放さ
れた上部から,内挿管80内に滞留された下水がオーバー
フローする。従って,この方法は,下水管70内を通流す
る下水を長時間滞留することができない場合には効果的
である。
When filling the inside of the insertion tube 80 with water, without closing each end of the insertion tube 80, for example, the upper part of each end is left open, and the upper part of the upstream end is opened. Therefore, the sewage accumulated upstream of the sewage pipe 70 during construction may be pumped into the inner pipe 80. In this case, intubation
The sent sewage stays in 80. If the amount of staying sewage exceeds a predetermined amount, it will stay in the insertion tube 80 from the open upper end of the downstream end of the insertion tube 80. Sewage overflows. Therefore, this method is effective when the sewage flowing through the sewage pipe 70 cannot be retained for a long time.

(発明の効果) 本発明の内挿管固定装置は,このように,線材を用いて
鞘管内に内挿管を所定の姿勢に固定するものであるの
で,裏込剤の充填時における内挿管の浮上りを防止で
き,内挿管の変形および破損を防止し得る。油圧シリン
ダ等を用いた伸縮部材は,各線材の端部を一体的に牽引
し得るため,各線材には均一な張力が付与され,内挿管
は安定的に保持される。その結果,裏込剤充填時におい
て内挿管が変動するおそれがない。また,伸縮駆動手段
により伸縮部材の伸長を容易に制御できるため,各線材
に均一に所定の張力を付与し得る。その結果,線材を破
断させることなく,線材の限界張力近くまで線材を牽引
し得る。しかも,伸縮部材を伸縮駆動する手段を,伸縮
部材よりも離れたところに位置させることにより,各線
材に張力を付与するに際し,作業員が線材に近づく必要
がなく,不可抗力等により万一,線材が破断した場合に
も,破断した線材にて作業員が負傷するおそれがない。
(Effect of the Invention) Since the insertion tube fixing device of the present invention fixes the insertion tube in the sheath tube in a predetermined posture by using the wire rod in this manner, the insertion tube floats when the backing agent is filled. Can be prevented, and deformation and damage of the endotracheal tube can be prevented. The elastic member using a hydraulic cylinder or the like can integrally pull the ends of the wire rods, so that uniform tension is applied to the wire rods and the insertion tube is stably held. As a result, there is no possibility that the insertion tube will change when the backing agent is filled. Further, since the expansion / contraction member can easily control the expansion / contraction of the expansion / contraction member, a predetermined tension can be uniformly applied to each wire. As a result, the wire rod can be pulled close to the critical tension of the wire rod without breaking the wire rod. Moreover, by arranging the means for driving the expansion / contraction member at a position distant from the expansion / contraction member, it is not necessary for the worker to approach the wire rod when applying tension to each wire rod. Even if the wire breaks, there is no risk of the worker being injured by the broken wire.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明の内挿管固定装置の使用状態を示す断面
図,第2図は固定部材の斜視図,第3図は支持部材等の
斜視図,第4図は裏込剤の充填例を説明するための下水
管の断面図である。 10……固定部材,12……係止板,12a……長孔,20……支持
部材,22……係止板,22a……長孔,30……線材,40……油
圧シリンダ,50……張力調整部材,60……油圧ポンプ,70
……下水管,80……内挿管。
FIG. 1 is a cross-sectional view showing a use state of the insertion tube fixing device of the present invention, FIG. 2 is a perspective view of a fixing member, FIG. 3 is a perspective view of a supporting member and the like, and FIG. It is a sectional view of a sewer pipe for explaining. 10 …… Fixing member, 12 …… Locking plate, 12a …… Oval hole, 20 …… Supporting member, 22 …… Locking plate, 22a …… Oval hole, 30 …… Wire rod, 40 …… Hydraulic cylinder, 50 ...... Tension adjusting member, 60 …… Hydraulic pump, 70
…… Sewer, 80 …… Intubation.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】鞘管の一方の端面と対向するように固定さ
れた固定部材と, 該固定部材にそれぞれの一端が固定されており,鞘管内
を所定の姿勢で挿通して該鞘管内に嵌合された内挿管内
周面にそれぞれが係止される複数の線材と, 鞘管の他方の端面と対向するように固定され,前記各線
材が摺動可能に挿通される支持部材と, 該支持部材とは接離可能に配設されており,該支持部材
を挿通した各線材の端部が固定される張力調整部材と, 該張力調整部材と前記支持部材との間に介装され,その
伸縮により該張力調整部材を前記支持部材に対して離隔
または接近させる伸縮部材と, 該伸縮部材を伸縮駆動する伸縮駆動手段と, を具備する内挿管固定装置。
1. A fixing member fixed so as to face one end surface of the sheath tube, and one end of each of the fixing members is fixed to the fixing member, and the sheath tube is inserted into the sheath tube in a predetermined posture. A plurality of wire rods, each of which is locked to the fitted inner peripheral surface of the inner pipe, and a support member fixed so as to face the other end face of the sheath pipe, and slidably inserted through the respective wire rods; A tension adjusting member, which is disposed so as to be able to come into contact with and separate from the supporting member, and to which an end portion of each wire rod inserted through the supporting member is fixed, and is interposed between the tension adjusting member and the supporting member. An insertion tube fixing device comprising: an expansion / contraction member that separates or approaches the tension adjusting member with respect to the support member by expansion and contraction thereof; and an expansion / contraction driving unit that drives the expansion / contraction member to expand / contract.
JP62090049A 1987-04-13 1987-04-13 Intubation fixing device Expired - Lifetime JPH0756130B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62090049A JPH0756130B2 (en) 1987-04-13 1987-04-13 Intubation fixing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62090049A JPH0756130B2 (en) 1987-04-13 1987-04-13 Intubation fixing device

Publications (2)

Publication Number Publication Date
JPS63255426A JPS63255426A (en) 1988-10-21
JPH0756130B2 true JPH0756130B2 (en) 1995-06-14

Family

ID=13987756

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62090049A Expired - Lifetime JPH0756130B2 (en) 1987-04-13 1987-04-13 Intubation fixing device

Country Status (1)

Country Link
JP (1) JPH0756130B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3754443B1 (en) * 2004-11-30 2006-03-15 日特建設株式会社 Endoscopic intubation method and sheath tube repair structure

Also Published As

Publication number Publication date
JPS63255426A (en) 1988-10-21

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