JP2009243079A - Water stop machine of manhole - Google Patents

Water stop machine of manhole Download PDF

Info

Publication number
JP2009243079A
JP2009243079A JP2008088878A JP2008088878A JP2009243079A JP 2009243079 A JP2009243079 A JP 2009243079A JP 2008088878 A JP2008088878 A JP 2008088878A JP 2008088878 A JP2008088878 A JP 2008088878A JP 2009243079 A JP2009243079 A JP 2009243079A
Authority
JP
Japan
Prior art keywords
side hole
water
manhole
water stop
rubber ring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2008088878A
Other languages
Japanese (ja)
Inventor
Aiichi Saito
愛一 齋藤
Kazumasa Okayama
和正 岡山
Yoshiichi Iura
芳一 井浦
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.)
Shinmei Sangyo Co Ltd
Chichibu Concrete Industry Co Ltd
Original Assignee
Shinmei Sangyo Co Ltd
Chichibu Concrete Industry 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 Shinmei Sangyo Co Ltd, Chichibu Concrete Industry Co Ltd filed Critical Shinmei Sangyo Co Ltd
Priority to JP2008088878A priority Critical patent/JP2009243079A/en
Publication of JP2009243079A publication Critical patent/JP2009243079A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Sewage (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a new water stop machine for a manhole which is installed by a caisson method and which eliminates the difficulty of attaching a flexible rubber joint when a drive pipe end is received by a side hole. <P>SOLUTION: The manhole is provided with the side hole and a blade for caisson installation at its lower end, and the side hole receives the drive pipe. A short cylindrical water-stop box body is attached on the outer surface of the side hole in an overhang state. Then a rubber ring for sealing, a pressure-resistant ring plate, and a shutter plate are pierced, tightened by a nut and are stored in the box body. The rubber ring for sealing has a temporary cover which can be stripped away, and the pressure-resistant ring plate prevents the external pressure of earth-and-sand water. The shutter plate blocks the side hole with possible removal. Then the interior of the side hole is opened so that the extension of the flexible rubber joint can be made possible. The blade for caisson installation at the lower part is projected and formed outside in the overhang part of the water stop. When the drive pipe end is received from the outside of the water-stop box body into the side hole, the rubber ring for sealing of the water stop machine of the manhole is brought into pressure contact with the surface of the drive pipe, thus water is sealed. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明はマンホールの潜凾布設時および推進管端の側面孔内受け入れ時における漏水を防止する止水器に関するものである。   The present invention relates to a water stop device for preventing water leakage at the time of laying a manhole and receiving it in a side hole at the end of a propulsion pipe.

この種の止水器としては特許第3599394号公報がある。
該公報はマンホールの側面孔内にフランジを組み付け、側面孔より外側に張り出さないようにして覆い蓋とシールゴム板と覆い蓋を補強する補強板を並設した止水器を収容することを記載している。
特許第3599394号公報
There exists patent 3599394 as a water stop of this kind.
The gazette describes that a flange is assembled in a side hole of a manhole, and a water stop device in which a cover lid, a seal rubber plate, and a reinforcing plate for reinforcing the cover lid are arranged side by side so as not to protrude outward from the side hole is accommodated. is doing.
Japanese Patent No. 3599394

しかしながら、該公報はマンホールの側面孔内に止水器を設けるので、推進管端を側面孔にて受け入れたときの可撓ゴム継手の取付けに困難するという課題がある。   However, since this publication provides a water stop in the side hole of the manhole, there is a problem that it is difficult to attach the flexible rubber joint when the propulsion pipe end is received by the side hole.

本発明は、マンホールの側面孔の外側に止水器を張出し形成して側面孔内を開放することで可撓ゴム継手の取付け困難を解消し、また止水器内に設けるシール用のゴムリングの内端を延長することで受け入れ推進管の管表に圧接する圧接幅を広げることで、可撓ゴム継手なしでも水封止を可能とし、さらにシャッター板にナットの止穴と大きい遊嵌穴とを交互させることで半数のナットを外すことで素早くシャッター板を抜き外し得るようにして、上記の公報の課題すべてを解消するほか、公報に記載のない技術上格段に進歩した止水器を提供するものである。   The present invention eliminates the difficulty of mounting a flexible rubber joint by extending a water stop on the outside of a side hole of a manhole to open the side hole, and a rubber ring for sealing provided in the water stop By extending the inner end of the tube, it is possible to seal the water without a flexible rubber joint by expanding the pressure contact width that presses against the tube surface of the receiving propulsion tube. In addition to eliminating all of the problems in the above publication, the water stop device that has not been described in the publication has been improved significantly. It is to provide.

本発明は、マンホールの側面孔の外側に止水器を張出し形成して側面孔内を開放したので、受け入れ推進管との間に張設すべき可撓ゴム継手を困難なく取付けることができるという効果を生ずる。   According to the present invention, since the water stop is extended and formed outside the side hole of the manhole and the inside of the side hole is opened, the flexible rubber joint to be stretched between the receiving propulsion pipe can be attached without difficulty. Produces an effect.

シャツター板の止穴を大きい遊嵌穴と交互させることで半分以下の少ないナット外しにてシャッター板を素早く抜き外すことができるという効果を生ずる。   By alternating the blind holes of the shirter plate with the large loose holes, the shutter plate can be quickly removed with less than half of the nuts removed.

シール用のゴムリングの内端を延長することで受け入れ推進管表との間の圧接幅を拡げて、バンド止めすることで、可撓ゴム継手なしにても水封止を満足させることができるという効果を生ずる。   By extending the inner end of the rubber ring for sealing to widen the pressure contact width between the front surface of the receiving propelling pipe and fastening with a band, water sealing can be satisfied without a flexible rubber joint. The effect is produced.

本発明は、マンホールの側面孔の外面に短円筒形をした止水器を張出し形成して該側面孔内を可撓ゴム継手の取付け用に開放し、止水器内のシール用のゴムリングの内端を延長することで受け入れ推進管表との間で圧接幅を拡大して可撓ゴム継手なしでも水封止が可能になるようにし、さらにシャッター板の止穴と遊嵌穴を交互させることで少数のナットを外すだけでシャツター板を素早く抜き取ることができるようにしたのである。なおマンホールの下端の潜凾用刃体は止水器の張出し分において外側に突出するようにして潜凾布設に支障が生じないようにする。   The present invention relates to a water ring having a short cylindrical shape formed on the outer surface of a side hole of a manhole so that the inside of the side hole is opened for mounting a flexible rubber joint, and a rubber ring for sealing in the water stop By extending the inner end of the tube, the pressure contact width with the receiving propelling tube surface is expanded so that water sealing is possible even without a flexible rubber joint. This makes it possible to quickly remove the shirter plate by simply removing a few nuts. The latent blade at the lower end of the manhole protrudes outward in the overhanging portion of the water stop so as not to hinder the construction of the latent rod.

以下図面に基づいて第1実施例を説明する。
潜凾布設するマンホール1は側壁に側面孔を2を形成し、その外側に50mmの張出し幅において同径大きさの鍔付筐体3をアンカーボルト4止め取付けする。
A first embodiment will be described below with reference to the drawings.
The manhole 1 to be laid is formed with a side hole 2 on the side wall, and a flanged housing 3 having the same diameter and an overhanging width of 50 mm is attached to the outside of the manhole 1 by anchor bolts 4.

図1乃至図2に示すように鍔付筐体3内には外側から仮蓋5a付のゴムリング5と、その内側に外部土砂水圧に耐応してゴムリング5を支える耐圧輪板6と、および側面孔2を閉塞するシャッター板7とを複数本の内向きボルト8にて串挿し固定する。各内向きボルト8は筐体3の内面に取付けた止板9にボルトヘッド8aを溶接などして固定取付けする。なお、シャッター板7は図3に示すようにナットの止穴7aとバカ穴と呼ばれる大きい遊嵌穴7bとを交互に形成するなどして半数以下の少ない数のナット7cを外すことでシャッター板7だけを素早く抜き外し得るようにする。   As shown in FIG. 1 and FIG. 2, a rubber ring 5 with a temporary lid 5a is provided in the flanged housing 3 from the outside, and a pressure-resistant wheel plate 6 that supports the rubber ring 5 in response to external earth and sand water pressure inside. , And the shutter plate 7 that closes the side surface hole 2 are fixed by being inserted with a plurality of inward bolts 8. Each inward bolt 8 is fixedly attached to a stop plate 9 attached to the inner surface of the housing 3 by welding a bolt head 8a. As shown in FIG. 3, the shutter plate 7 is formed by alternately forming nut stop holes 7a and large loose-fitting holes 7b called fool holes, and removing a small number of nuts 7c, which is less than half of the shutter plate 7. Only 7 can be quickly removed.

マンホール1の下端の潜凾用の刃体10は筐体3の張出し分において外側に突出して潜凾布設に支障が生じないようにしている。
以上により第1実施例の止水器11を構成する。
The submerged blade 10 at the lower end of the manhole 1 protrudes outward in the overhanging portion of the housing 3 so as not to hinder the submarine laying.
The water stop 11 of 1st Example is comprised by the above.

潜凾用の刃体10の掘削により潜凾布設したマンホール1の側面孔2に土中推進する推進管12端を受け入れするに当っては、図4乃至図6に示すように数少ない止穴7aのナット7cを外して素早くシャッター板7を抜き外して側面孔2を開口し、外したナット7cにて耐圧輪板6を当て止め、続いて仮蓋5aを剥ぎ取り外しして、止水器11の外側から推進管12端を受け入れるのである。耐圧輪板6にてゴムリング5は内側から支えられて推進管12の管表に圧接して筐体3内への土砂と地下水の流入を防止する。推進管端12が側面孔2の内端に到達したところで可撓ゴム継手13を嵌め一端を側面孔2の内面に拡開バンド14a止め圧着させ、他端を管表12aに圧接しバンド14b止め固定して水封止するようにする。   When receiving the end of the propulsion pipe 12 to be propelled in the ground into the side hole 2 of the manhole 1 laid out by excavating the submerged blade body 10, as shown in FIGS. 4 to 6, there are few blind holes 7a. The nut 7c is removed, the shutter plate 7 is quickly removed, the side hole 2 is opened, the pressure-resistant wheel plate 6 is stopped by the removed nut 7c, and then the temporary lid 5a is peeled off to remove the waterstop 11 The end of the propelling tube 12 is received from the outside. The rubber ring 5 is supported from the inside by the pressure-resistant wheel plate 6 and presses against the tube surface of the propulsion pipe 12 to prevent inflow of earth and sand and groundwater into the housing 3. When the propulsion pipe end 12 reaches the inner end of the side hole 2, a flexible rubber joint 13 is fitted and one end is crimped to the inner surface of the side hole 2 with a spread band 14a and the other end is pressed against the pipe surface 12a and the band 14b is clamped. Fix and seal with water.

図7に示す第2実施例は、推進管12端に先導の細い公知ののパイロット推進体12bを取付けた例であって、止水器は上記のほか、シャッター板7をゴムリング5と同形に形成し、中心孔7dの周囲に別途内向きボルト8bを設けて、小ゴムリング5c、小耐圧輪板6b、小シャッター板7eを串挿しナット7c止めして止水器11aを構成させるのである。ゴムリング5の仮蓋5aは装着していない。   The second embodiment shown in FIG. 7 is an example in which a well-known pilot propulsion body 12b having a thin lead is attached to the end of the propulsion pipe 12, and the water stop is the same shape as the rubber ring 5 in addition to the above. Since an inward bolt 8b is separately provided around the center hole 7d, the small rubber ring 5c, the small pressure ring plate 6b, and the small shutter plate 7e are skewed and the nut 7c is fastened to constitute the water stop device 11a. is there. The temporary lid 5a of the rubber ring 5 is not attached.

パイロット推進体12aを受け入れるときは遊嵌穴7bを除くナット7cを外して小シャッター7eを抜き外し、小ゴムリング5cの仮蓋5aを剥がしとって準備するほかは第1実施例と同じである。   When the pilot propulsion body 12a is received, the nut 7c except the loose fitting hole 7b is removed, the small shutter 7e is removed, and the temporary cover 5a of the small rubber ring 5c is peeled off to prepare. .

図8は可撓ゴム継手の他例を示すもので、可撓ゴム継手13aの一端を側面孔2の内面に圧着することにかえて、内向きボルト8を利用してナット7c止めにて密着固定するようにしたのである。   FIG. 8 shows another example of the flexible rubber joint. Instead of crimping one end of the flexible rubber joint 13a to the inner surface of the side hole 2, the inner bolt 8 is used to closely contact the nut 7c. It was fixed.

図9は可撓ゴム継手を使わずにゴムリング5の内端を延長するようにして受け入れ推進管表12aへの圧接幅を拡げてバンド14b止めするようにした例を示すものである。別途可撓ゴム継手の取付けを要しないので作業の迅速化とコストダウンを図ることができるものとなる。   FIG. 9 shows an example in which the inner end of the rubber ring 5 is extended without using a flexible rubber joint, and the pressure contact width to the receiving propelling pipe surface 12a is widened to stop the band 14b. Since it is not necessary to separately attach a flexible rubber joint, the operation can be speeded up and the cost can be reduced.

図10は、止水器11に土砂固め用の薬剤注入用孔を設けた例を示すもので、内向きボルト8間の1乃至数個所に止板9,ゴムリング5,シヤッター板7を貫通する薬剤注入口15を設け、六角穴ボルト16を抜き外し自在に螺挿止めして閉塞している。推進管端12を受け入れる前に仮蓋5aを少し剥がすことで推進管端12の位置確認と同時に土砂の情況を把握することができるため、薬剤注入により固める必要がある場合には六角穴ボルト16を抜き外して薬剤注入口15を開口し、マンホール1の内側から薬剤注入用ホース(図示してない)を挿通し、側面孔2の外部周囲の土砂に薬剤を注入して固めるようにしたのである。作業後、薬剤注入孔15は六角穴ボルト16を螺挿して再閉塞する。マンホール1外部の薬剤注入設備を要せずしてマンホール1内から作業することができるので薬剤の注入が至極容易にできることとなる。   FIG. 10 shows an example in which the water stopper 11 is provided with chemical injection holes for solidifying the sand and sand, and the stop plate 9, the rubber ring 5, and the shutter plate 7 are penetrated in one to several places between the inward bolts 8. The medicine injection port 15 is provided, and the hexagon socket head bolt 16 is pulled out to be freely screwed and closed. Since the situation of the earth and sand can be grasped at the same time as confirming the position of the propelling tube end 12 by peeling off the temporary lid 5a a little before receiving the propelling tube end 12, the hexagon socket bolt 16 is necessary when it is necessary to solidify by chemical injection. Since the medicine injection port 15 is opened and the medicine injection hose (not shown) is inserted from the inside of the manhole 1, the medicine is injected into the earth around the side hole 2 and hardened. is there. After the operation, the drug injection hole 15 is re-closed by screwing the hexagon socket bolt 16. Since it is possible to work from inside the manhole 1 without requiring a medicine injection facility outside the manhole 1, the injection of the medicine can be extremely easily performed.

本発明は以上のようにして、マンホールの側面孔の外側に短円筒形にて止水器を張出し取付けするようにしたので、既製のマンホールに取付けることができ、潜凾布設は勿論、他の方法による布設にも適用することができて広く利用することができるものである。   In the present invention, as described above, the waterstop is extended and attached in a short cylindrical shape to the outside of the side hole of the manhole, so that it can be attached to a ready-made manhole. It can be applied to laying by a method and can be widely used.

(a)はマンホールに取付けた止水器部分の横断面図、(b)は同、縦断面図(A) is a cross-sectional view of a water stop part attached to a manhole, and (b) is a vertical cross-sectional view of the same. 止水器の各部材を組付け前の状態にて示す拡大縦断面図Enlarged longitudinal sectional view showing each member of the water stop device in the state before assembly 同、マンホール取付け側から見た部材別図Same member view from the manhole mounting side (a)はマンホールの内側から見た取付け状態図、(b)は遊嵌穴を除く半数のナットを外してシャッター板を抜き外した状態図(A) is a mounting state diagram viewed from the inside of the manhole, (b) is a state diagram in which half of the nuts excluding the loose fitting holes are removed and the shutter plate is removed. 推進管端の到達によりシャッター板を抜き外し、仮蓋を剥がした状態の部分平面図Partial plan view of the state where the shutter plate is removed by the arrival of the end of the propelling tube and the temporary lid is peeled off 推進管端を受け入れて可撓ゴム継手を装着した状態を示す横断端面図Transverse end view showing a state where a propulsion pipe end is received and a flexible rubber joint is mounted パイロット推進体を取付けた推進管用の止水器を示すもので、(a)は小ゴムリング,小耐圧輪板,小シャッター板の取付け前の状態を示す縦断面図、(b)は、同、マンホール側から見た各部材図Fig. 2 shows a water stop for a propulsion pipe with a pilot propelling body attached thereto. (A) is a longitudinal sectional view showing a state before a small rubber ring, a small pressure ring plate and a small shutter plate are mounted, and (b) is the same figure. , Each member view seen from the manhole side 可撓ゴム継手を内向きボルトとナットにて固定した実施例を示す横断半平面図Transverse half plan view showing an embodiment in which a flexible rubber joint is fixed with inward bolts and nuts ゴムリングの延長部をバンド締めして水封止する実施例を示す横断半平面図Transverse half plan view showing an embodiment in which a rubber ring extension is banded and water sealed 薬剤注入口を設けた例を示し、(a)はマンホール側から見た図、(b)は(a)のb−b線縦断面図The example which provided the chemical | medical agent injection port is shown, (a) is the figure seen from the manhole side, (b) is the bb line longitudinal cross-sectional view of (a).

符号の説明Explanation of symbols

1は潜凾布設するマンホール
2は側面孔
3は鍔付筐体
3aは鍔
3bはボルト穴
4はアンカーボルト
5はゴムリング
5aは仮蓋
5bは止穴
5cは小ゴムリング
6は耐圧輪板
6aは止穴
6bは小耐圧輪板
7はシャツター板
7aは止穴
7bは遊嵌穴
7cはナット
7dは中心孔
7eは小シャッター板
8は内向きボルト
8aはボルトヘッド
8bはシャッター板に設けた内向きボルト
9は止板
10は刃体
11,11aは止水器
12は推進管
12aは管表
12bはパイロット推進体
13,13aは可撓ゴム継手
14aは拡開バンド
14bは締付けバンド
15は薬剤注入口
16は六角穴ボルト
17は接着剤
DESCRIPTION OF SYMBOLS 1 is a manhole which lays a submarine 2 is a side hole 3 is a housing with a flange 3a is a flange 3b is a bolt hole 4 is an anchor bolt 5 is a rubber ring 5a is a temporary lid 5b is a blind hole 5c is a small rubber ring 6 is a pressure ring 6a is a stop hole 6b is a small pressure-resistant wheel plate 7 is a shirter plate 7a is a stop hole 7b is a loose fitting hole 7c is a nut 7d is a center hole 7e is a small shutter plate 8 is an inward bolt 8a is a bolt head 8b is provided on the shutter plate The inward bolt 9 is a stop plate 10 is a blade 11, 11a is a water stop 12 is a propelling pipe 12a is a pipe surface 12b is a pilot propelling body 13, 13a is a flexible rubber joint 14a is an expansion band 14b is a tightening band 15 Is the drug inlet 16 is the hexagon socket bolt 17 is the adhesive

Claims (4)

マンホールに推進管を受け入れる側面孔と下端に潜凾布設用の刃体を装備し、該側面孔の外面に短円筒形の止水器筐体を張出し取付け、該筐体内に剥ぎ取り可能な仮蓋を有すシール用のゴムリングと土砂水の外圧を防止する耐圧輪板とおよび側面孔を抜き外し可能に閉塞するシャッター板とを固定ボルトにて串挿しナット止め収容して、該側面孔内を可撓ゴム継手の張設を可能に開放し、下部の潜凾布設用の刃体を止水器の張出し分において外側に突出し形成し、該止水器筐体外より推進管端を側面孔内に受け入れの際にシール用のゴムリングが推進管表に圧接して水封止するようにしたことを特徴とするマンホールの止水器。   A manhole is equipped with a side hole that accepts the propelling pipe and a blade for laying a submarine at the lower end. A short cylindrical waterstop casing is overhanged on the outer surface of the side hole, and can be peeled off into the casing. A rubber ring for sealing with a lid, a pressure-resistant wheel plate that prevents external pressure of earth and sand water, and a shutter plate that can be removably closed by a side hole are inserted with a fixing bolt, and the side hole is received. The inside is opened to allow the flexible rubber joint to be stretched, and the lower laying blade body is formed so as to protrude outward from the waterstop overhang, and the end of the propelling tube is placed on the side from the outside of the waterstop housing. A water stop for a manhole, wherein a rubber ring for sealing is pressed against the surface of the propelling pipe and sealed with water when received in the hole. シャッター板はナットの止穴と大きい遊嵌穴とを交互に設けて、半数のナットの外しにて抜き外し得るようにした請求項1に記載の止水器。   The water stop device according to claim 1, wherein the shutter plate is provided with alternating nut stop holes and large loose fitting holes so that half of the nuts can be removed. シャッター板は別途内側に内向きボルトを設けて、パイロット推進体を受け入れる小ゴムシート、小耐圧輪板および小シャッター板を串挿しナット止めする請求項1または2に記載の止水器。   The water stop according to claim 1 or 2, wherein the shutter plate is separately provided with an inward bolt, and a small rubber sheet, a small pressure wheel plate and a small shutter plate for receiving the pilot propellant are skewed and fastened with a nut. シール用のゴムリングは内端を延長して受け入れ推進管表への圧接幅を拡げてバンド止め水封止する請求項1乃至3のいずれかに記載の止水器。   The water stopper according to any one of claims 1 to 3, wherein the rubber ring for sealing extends the inner end to widen the pressure contact width to the front surface of the receiving propelling pipe and seals with the band stopper water.
JP2008088878A 2008-03-29 2008-03-29 Water stop machine of manhole Pending JP2009243079A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008088878A JP2009243079A (en) 2008-03-29 2008-03-29 Water stop machine of manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008088878A JP2009243079A (en) 2008-03-29 2008-03-29 Water stop machine of manhole

Publications (1)

Publication Number Publication Date
JP2009243079A true JP2009243079A (en) 2009-10-22

Family

ID=41305288

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008088878A Pending JP2009243079A (en) 2008-03-29 2008-03-29 Water stop machine of manhole

Country Status (1)

Country Link
JP (1) JP2009243079A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775368A (en) * 2015-04-22 2015-07-15 东南大学 Prefabricated jacking box culvert provided with steel blade corners
JP2018096038A (en) * 2016-12-08 2018-06-21 秩父コンクリート工業株式会社 Construction method of immersed shaft by drilling inside and inner surface protective inner pipe

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0734052U (en) * 1993-11-30 1995-06-23 羽田ヒューム管株式会社 Rubber ring structure for joint between horizontal hole of manhole and pipe
JPH10205270A (en) * 1997-01-27 1998-08-04 Nakagawa Fume Kan Kogyo Kk Shaft block, shaft excavation method and conduct pipe jacking method
JPH10219718A (en) * 1997-02-06 1998-08-18 Fukoku Co Ltd Portal cutoff equipment for portal of side face of manhole pipe
JP2004218775A (en) * 2003-01-16 2004-08-05 Ntn Corp Differential device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0734052U (en) * 1993-11-30 1995-06-23 羽田ヒューム管株式会社 Rubber ring structure for joint between horizontal hole of manhole and pipe
JPH10205270A (en) * 1997-01-27 1998-08-04 Nakagawa Fume Kan Kogyo Kk Shaft block, shaft excavation method and conduct pipe jacking method
JPH10219718A (en) * 1997-02-06 1998-08-18 Fukoku Co Ltd Portal cutoff equipment for portal of side face of manhole pipe
JP2004218775A (en) * 2003-01-16 2004-08-05 Ntn Corp Differential device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775368A (en) * 2015-04-22 2015-07-15 东南大学 Prefabricated jacking box culvert provided with steel blade corners
CN104775368B (en) * 2015-04-22 2017-02-01 东南大学 Prefabricated jacking box culvert provided with steel blade corners
JP2018096038A (en) * 2016-12-08 2018-06-21 秩父コンクリート工業株式会社 Construction method of immersed shaft by drilling inside and inner surface protective inner pipe

Similar Documents

Publication Publication Date Title
JP2007285522A (en) Pipe/wire insertion-through duct
JP2008069831A (en) Valve device for removing pipe connecting member from branch part and removing method
JP5026154B2 (en) Grouthole watertight test structure and watertight test method
JP2009243079A (en) Water stop machine of manhole
JP2002369324A (en) Handhole joint
JP2007309474A (en) Branch pipe connecting device and branch pipe connecting method
JP2010065500A (en) Segment with bag body for shield tunnel, and method for attaching the bag body to segment body for the shield tunnel
JP6557529B2 (en) Seismic structure at the connection between manhole side wall and pipe
JP6746239B2 (en) Starting mechanism in shield method
JP6086209B2 (en) Drain pipe connection member
JP5548891B2 (en) Seal material for preventing grouting outflow between pile and sheath tube, its sealing structure and its construction method
JP6166694B2 (en) Concrete formwork support
US20120020740A1 (en) Connection structure for a manhole pipe and a sewer main pipe
JP7243305B2 (en) Water stop structure of steel pipe sheet pile joint
JP6006583B2 (en) Start entrance structure of shield excavator
JPH11269901A (en) Joint structure
JP2018128092A (en) Restricting plug with drainage channel
JP4318863B2 (en) Flexible joint and its mounting method
JP2001090173A (en) Method of repairing conduit
JP2007315028A (en) Connection structure connecting manhole and sewage main pipe
JP2012158906A (en) Starting pit mouth device for rectangular box culvert jacking method
JP2017201127A (en) Concrete form support tool and construction method
JP4360505B2 (en) Pipe repair method
JP6386715B2 (en) Water stop structure at the entrance
JP3433893B2 (en) Mouth stop device for small diameter propulsion

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110228

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120420

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20121002

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20121003

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20130304