JP2003004168A - Joint part structure of jacking pipe - Google Patents

Joint part structure of jacking pipe

Info

Publication number
JP2003004168A
JP2003004168A JP2001192097A JP2001192097A JP2003004168A JP 2003004168 A JP2003004168 A JP 2003004168A JP 2001192097 A JP2001192097 A JP 2001192097A JP 2001192097 A JP2001192097 A JP 2001192097A JP 2003004168 A JP2003004168 A JP 2003004168A
Authority
JP
Japan
Prior art keywords
exterior material
pipe
facing material
external facing
face
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
JP2001192097A
Other languages
Japanese (ja)
Inventor
Noriyuki Arakawa
範行 荒川
Takahiro Ishihara
孝浩 石原
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP2001192097A priority Critical patent/JP2003004168A/en
Publication of JP2003004168A publication Critical patent/JP2003004168A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To perform waterproofing protection of members such as a push ring, a bolt and the outer surface of a spigot exposed to the outside of a pipe, from sediment or grout with simple structure in the case of laying an earthquake resistant pipe in a jacking method. SOLUTION: In the jacking method, an embedded material 12 is disposed at the outer periphery of the spigot 2 between the end face of a socket part external facing material 11 and the end face of a spigot part external facing material 11 so that the outer surface is inside the external facing material. A sleeve 14 made of synthetic resin is put on from the socket part external facing material 11 to the spigot part external facing material 11 while covering the outer periphery of the embedded material 12. Further, a cylindrical sheet cover 13 is put on from the end face of the socket part external facing material 11 to the end face of the spigot part external facing material 11 while covering the outer surface of the synthetic resin sleeve 14 so as to be almost flush with the outer surface of the external facing material 11.

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】この発明は、推進管の継手部
構造に関する。 【0002】 【従来の技術】地中埋設管の敷設工法として、推進工法
が知られている。また、この推進工法において受口と挿
口とが軸方向へ伸縮変化できるようにするため、図8に
示すように推進管1の挿口2先端と受口3奥端との間に
伸縮代Sを形成するためのライナ4を介挿し、この状態
のまま推進管1を推進工法で推進させ、管路敷設後上記
ライナ4を除去することにより必要な伸縮代用の隙間S
を設けることも行なわれている。 【0003】なお、図8において、5はダクタイル推進
管1の内面セメントライニング層、6は離脱防止リン
グ、7はゴム輪、8は押し輪を示す。 【0004】 【発明が解決しようとする課題】ところで、上記推進管
1の外周には、防蝕保護と推進抵抗の軽減のため挿口部
2を除きコンクリートなどからなる外装材11が被覆さ
れる。 【0005】また、図8に示す形式の継手の場合、押し
輪8や締結ボルト10を土砂やグラウトから保護するた
め、埋め込み材12でこれらを被覆し、さらにその上か
ら両外装材表面にかけて薄板筒状カバー13が取り付け
られる。 【0006】しかし、上記カバー体13は水密性までは
有していないので、地下水の多い土壌や腐蝕性土壌から
なる地中に埋設した場合、挿口2の外面が地下水によっ
て腐蝕される恐れがある問題があった。 【0007】本発明は、上記問題を解消することを目的
としてなされたものであり、推進工法で耐震管を敷設し
ようとする場合、挿口外面や押し輪、ボルトなどを土砂
やグラウトから保護すると同時に地下水から簡単な構造
で防水保護することを目的とする。 【0008】 【課題を解決するための手段】この目的を達成するた
め、本発明の推進管の継手部構造は、直管の一端が挿
口、他端が他の管の挿口を受容できる受口とされ、受口
先端から挿口部分まで挿口部分を除いて同一外径となる
外装材で被覆した推進管を、前記挿口先端にライナを介
挿して前記受口に挿入した状態で管路方向へ推進させて
いく推進工法において、受口側外装材端面と挿口側外装
材端面の間に、外面が前記外装材より内側となるよう埋
め込み材が挿口外周に配設され、この埋め込み材の外周
を覆って、前記受口側外装材から挿口側外装材までの間
に合成樹脂製のスリーブが被せられ、さらにこの合成樹
脂製のスリーブ外面を覆って、前記外装材外面とほぼ同
一面となるよう受口側外装材端面と挿口側外装材端面の
間に薄板筒状カバーが被せられてなることを特徴とする
ものである。 【0009】この構成により、薄板筒状カバーの裏面側
に配置した合成樹脂製のスリーブにより継手部の防水性
が図られ、腐蝕性土壌や地下水浸透による腐蝕から有効
に保護される。 【0010】また、継手部のシールゴムや押輪などの継
手構成部材が薄板筒状カバーによって周囲の土壌から保
護されると同時に、合成樹脂製のスリーブも周囲の土壌
から保護されるので、破口が生じ難く長期間に渡って継
手部の防水性が保たれる。 【0011】 【発明の実施の形態】次に、この発明の耐震推進管の継
手部構造の実施の形態について説明する。図1はこの発
明の一実施の形態の軸方向要部断面図、図2は図1のX
−X線断面図である。 【0012】この発明の推進管の継手部構造は、図1に
示すように、受口3端面3aと他管の挿口2の外装材1
1の端面との間の挿口2外周面の空間に、シールゴム7
や押輪8、ボルト10を覆って例えば発泡ポリスチレン
製などとされた埋め込み材12が配設され、この埋め込
み材12を覆って受口側外装材11から挿口側外装材1
1へかけて合成樹脂製のスリーブ、例えばポリエチレン
スリーブ(以下ポリエチレンスリーブという)14が被
せられている。 【0013】このポリエチレンスリーブ14の両端は幅
の広い防水性粘着テープ15、15により外装材11表
面に水密に貼り付けられている。なお、図示例の粘着テ
ープ15に代えゴムバンドなどで緊締しても良い。 【0014】そして、このポリエチレンスーブ14の外
周を覆って前記外装材11外面とほぼ同一面となるよう
受口側外装材11端面と挿口側外装材11端面の間に、
説明のため肉厚を厚く示しているが薄板筒状カバー13
が被せられている。 【0015】上記において、受口3の外装材11と挿口
2の外装材11の端部近傍には筒状カバー13を設置す
るための切り欠き段部11a、11aが形成されてい
る。図2において、16はリベットを示し、筒状カバー
13となる帯状板金13aを巻き付ける際に前記帯状板
金13aの端部を止着するものである。 【0016】また、図中18はリベット16の打ちこみ
や、帯状板金13aにリベット孔を穿孔する際にポリエ
チレンスリーブ14をドリル工具などから保護するため
の保護板であって、切り欠き段部11a表面に保護板1
8を収納できる凹部が軸方向に沿って形成されている。 【0017】また、挿口2外面に充填される埋め込み材
12は、図2に示すように挿口2外面に外嵌できる2分
割ないし4分割とされた発泡合成樹脂製の成形体とされ
る。なお、この埋め込み材12は、地震などによる強力
な軸方向外力が作用したときに挿口2と受口3の間で容
易に圧縮変形ないし圧縮破壊される程度の強度のものと
され、例えば発泡スチロール、発泡ゴムなどの成形体が
使用され、図2に示すように挿口2の周方向外面に沿っ
て隙間なく配置される。 【0018】次に、この発明の耐震推進管の継手構造の
施工について説明する。図3に示すように、推進管1の
受口3内にロックリング6を設置し、シール用ゴム輪7
を外装した挿口2を、受口3内に挿入し、このとき必要
があれば先端にライナ4を介挿し、挿入後、押し輪8を
取付け締結ボルト10を締め付けてシール用ゴム輪7を
圧縮する。 【0019】そして図4に示すように、外装材11、1
1の端面間に埋め込み材12を配設し挿口2や押し輪
8、締結ボルト10などの外面からの全周を覆って嵌合
する。次いで、予め挿口2外面にたくし上げた状態で被
せておいたポリエチレンスリーブ14を、埋め込み材1
2上面へ引き戻し、図5に示すように受口側外装材11
から挿口側外装材11へかけて覆うように配置し、両端
を防水性の有る粘着テープ15あるいはゴムバンド(図
は粘着テープの例を示す。)などで水密に固定し、埋め
込み材12の外周面を防水シールする。 【0020】なお、このあとに薄板筒状カバー13とな
る帯状板金13aを取り付け施工する際、帯状板金にボ
ルト孔13b…を穿孔したり、リベット16を打ち込む
ための工具からポリエチレンスリーブ14を保護するた
め、金属製保護板18を図6に示すようにポリエチレン
スリーブ14外面の適宜個所に貼り付け、粘着テープ1
9などで固定する。 【0021】次いで、その上に帯状板金13aを仮に巻
きつけ、周囲長さを合わせてリベット用の孔13b…を
ドリル工具(図示せず)を用いて前記金属製保護板18
を配設した位置で穿孔する。 【0022】従って、ポリエチレンスリーブ14は、金
属製保護板18によってドリル工具から保護され、破口
が形成されることなく薄板板金13aにリベット用の貫
通孔13b…が穿設される。 【0023】次いで、図2に示したように帯状板金13
aをポリエチレンスリーブ14上から巻きつけ、端部を
リベット16(図2)で固定し筒状カバー13とする。
この筒状カバー13は内面が埋め込み材12で支持され
るので薄い板金製であっても容易に凹入変形することは
ない。 【0024】従って、推進工法により直接管1を地中に
推進していく場合、あるいはさや管工法として既に挿入
されたヒューム管などのさや管内を推進していく場合、
筒状カバー13に、地盤よりの径方向圧力が加わっても
変形損傷を受けることはなく、押し輪8、締結ボルト1
0部分やシール用ゴム輪7部分に土砂やグラウトが侵入
するのが防がれる。 【0025】また、挿口2はポリエチレンスリーブ14
により地下水からシールされるので地下水浸透に起因す
る腐蝕からも保護される。そして管敷設終了後は、図6
に示すようにライナー4を管内で外し、伸縮代Sを設け
る。 【0026】地震等の大きな外力が加わり管に軸方向の
伸縮力が加わった時は、図7に示すように筒状カバー1
3は、薄板板金製であるので容易に変形し、管の軸方向
変位に対する抵抗には殆どならず、また埋め込み材12
は圧縮変形して、伸縮代Sの伸縮の抵抗とならない。 【0027】 【発明の効果】以上説明したように、この発明の推進管
の継手構造によれば、押し輪やその締結ボルト、あるい
はシール用ゴム輪を土砂やグラウトから保護する必要の
ある管を用いて推進工法を行なう場合、これらを合成樹
脂製のスリーブで被覆するので、従来の埋め込み材、薄
板筒状カバーでカバーしていた場合に比べ耐水性が非常
に良く、腐蝕性土壌や地下水の多い地帯でも長期間腐蝕
の恐れなく管を使用することができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure for a propulsion pipe. 2. Description of the Related Art As a method of laying underground pipes, a propulsion method is known. In this propulsion method, in order to allow the receiving port and the insertion port to expand and contract in the axial direction, as shown in FIG. The propulsion pipe 1 is propelled by the propulsion method in this state, and the liner 4 is removed after the pipe is laid.
Is also provided. [0003] In Fig. 8, reference numeral 5 denotes an inner surface cement lining layer of the ductile propulsion pipe 1, 6 denotes a separation prevention ring, 7 denotes a rubber ring, and 8 denotes a pressing ring. [0004] The outer periphery of the propulsion pipe 1 is coated with an exterior material 11 made of concrete or the like except for the opening 2 for corrosion protection and reduction of propulsion resistance. In the case of a joint of the type shown in FIG. 8, in order to protect the push ring 8 and the fastening bolt 10 from earth and sand and grout, they are covered with an embedding material 12, and furthermore, a thin plate is laid over the surface of both exterior materials. The tubular cover 13 is attached. However, since the cover body 13 does not have water tightness, if the cover body 13 is buried in the ground made of groundwater or corrosive soil, the outer surface of the insertion opening 2 may be corroded by groundwater. There was a problem. SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem. When an earthquake-resistant pipe is to be laid by a propulsion method, it is necessary to protect an outer surface of an insertion port, a push ring, a bolt, and the like from earth and sand and grout. At the same time, the purpose is to provide a simple structure for waterproof protection from groundwater. In order to achieve this object, the joint structure of a propulsion pipe according to the present invention has one end of a straight pipe capable of receiving an insertion port and the other end capable of receiving an insertion port of another pipe. A state in which a propulsion pipe, which is a receiving port and is covered with an exterior material having the same outer diameter except for the insertion portion from the receiving end to the inserting portion, is inserted into the receiving end by inserting a liner at the inserting end. In the propulsion method of propelling in the pipeline direction, between the end surface of the receiving-side exterior material and the end surface of the insertion-side exterior material, an embedding material is disposed on the outer periphery of the insertion port so that the outer surface is inside the exterior material. Covering the outer periphery of the embedding material, covering a sleeve made of synthetic resin from the receiving side exterior material to the insertion side exterior material, and further covering the outer surface of the synthetic resin sleeve, A thin plate between the end surface of the receiving side exterior material and the end surface of the insertion side exterior material so that it is almost flush with the outer surface It is characterized by being covered with a cylindrical cover. With this structure, the joint portion is waterproofed by the synthetic resin sleeve disposed on the back side of the thin tubular cover, and is effectively protected from corrosive soil and corrosion caused by infiltration of groundwater. [0010] Further, the joint components such as the seal rubber and the press ring of the joint portion are protected from the surrounding soil by the thin-plate cylindrical cover, and the synthetic resin sleeve is also protected from the surrounding soil. It is unlikely to occur and the waterproofness of the joint is maintained for a long period of time. Next, an embodiment of a joint structure of an earthquake-resistant propulsion pipe according to the present invention will be described. FIG. 1 is a sectional view of an essential part in an axial direction of an embodiment of the present invention, and FIG.
-It is an X-ray sectional view. The joint structure of a propulsion pipe according to the present invention, as shown in FIG.
In the space on the outer peripheral surface of the insertion opening 2 between the end surface of
An embedding material 12 made of expanded polystyrene, for example, is provided to cover the metal ring, the push ring 8 and the bolt 10, and covers the embedding material 12 from the receiving side exterior material 11 to the insertion side exterior material 1.
1 is covered with a sleeve made of a synthetic resin, for example, a polyethylene sleeve (hereinafter referred to as a polyethylene sleeve) 14. Both ends of the polyethylene sleeve 14 are water-tightly attached to the surface of the exterior material 11 by wide waterproof adhesive tapes 15, 15. Note that, instead of the adhesive tape 15 in the illustrated example, it may be tightened with a rubber band or the like. Then, between the end face of the receiving side exterior material 11 and the end face of the insertion side exterior material 11 so as to cover the outer periphery of the polyethylene
Although the thickness is shown thick for explanation, the thin plate cylindrical cover 13 is shown.
Is covered. In the above, cutout steps 11a, 11a for installing the cylindrical cover 13 are formed near the ends of the exterior material 11 of the receptacle 3 and the exterior material 11 of the insertion opening 2. In FIG. 2, reference numeral 16 denotes a rivet, which is used to fix an end of the band-shaped sheet metal 13a when winding the band-shaped sheet metal 13a to be the cylindrical cover 13. Reference numeral 18 in the figure denotes a protection plate for protecting the polyethylene sleeve 14 from a drilling tool or the like when the rivet 16 is driven or a rivet hole is formed in the band-shaped sheet metal 13a. Protection plate 1
8 is formed along the axial direction. As shown in FIG. 2, the filling material 12 to be filled in the outer surface of the insertion port 2 is a molded product made of a foamed synthetic resin divided into two or four parts which can be externally fitted on the outer surface of the insertion port 2. . The embedding material 12 has such a strength that it is easily compressed or deformed or broken between the insertion opening 2 and the receiving opening 3 when a strong axial external force due to an earthquake or the like is applied. A molded body such as foamed rubber is used, and is disposed without a gap along the outer circumferential surface of the insertion opening 2 as shown in FIG. Next, the construction of the joint structure for an earthquake-resistant propulsion pipe according to the present invention will be described. As shown in FIG. 3, a lock ring 6 is installed in the receiving port 3 of the propulsion pipe 1 and a sealing rubber ring 7 is provided.
Is inserted into the socket 3 and, if necessary, a liner 4 is inserted at the tip if necessary. After the insertion, the push ring 8 is attached, the fastening bolt 10 is tightened, and the sealing rubber ring 7 is removed. Compress. Then, as shown in FIG.
An embedding material 12 is provided between the end surfaces of the first and second fittings 1 to fit over the entire circumference from the outer surface of the insertion opening 2, the press ring 8, the fastening bolt 10, and the like. Next, a polyethylene sleeve 14 previously covered with the insertion port 2 being lifted up on the outer surface is inserted into the embedding material 1.
2 Pull back to the upper surface, and as shown in FIG.
From the front side to the insertion side exterior material 11, and water-tightly fixed at both ends with a waterproof adhesive tape 15 or a rubber band (an example of an adhesive tape is shown in the figure). Waterproof seal the outer peripheral surface. When the band-shaped sheet metal 13a to be the thin-plate cylindrical cover 13 is attached and constructed thereafter, the polyethylene sleeve 14 is protected from a tool for drilling bolt holes 13b in the band-shaped sheet metal or driving a rivet 16. For this reason, a metal protective plate 18 is attached to an appropriate portion of the outer surface of the polyethylene sleeve 14 as shown in FIG.
9 and so on. Next, a belt-shaped sheet metal 13a is temporarily wound thereon, and holes 13b for rivets are adjusted to the perimeter by using a drill tool (not shown).
Drill at the position where is arranged. Accordingly, the polyethylene sleeve 14 is protected from the drilling tool by the metal protection plate 18, and through holes 13b for rivets are formed in the sheet metal 13a without forming a break. Next, as shown in FIG.
a is wound from above the polyethylene sleeve 14, and the ends are fixed with rivets 16 (FIG. 2) to form the cylindrical cover 13.
Since the inner surface of the cylindrical cover 13 is supported by the embedding material 12, even if it is made of a thin sheet metal, it does not easily deform into a concave shape. Therefore, when the pipe 1 is directly propelled into the ground by the propulsion method, or when the inside of a pod such as a fume pipe already inserted as a pod method is propelled,
Even if radial pressure from the ground is applied to the cylindrical cover 13, the cylindrical cover 13 is not deformed and damaged.
It is possible to prevent earth and sand and grout from entering the zero portion and the sealing rubber ring 7 portion. The insertion opening 2 is a polyethylene sleeve 14
Is sealed from groundwater, so that it is protected from corrosion caused by groundwater infiltration. After completion of the pipe laying,
As shown in (1), the liner 4 is removed from the inside of the pipe, and an allowance S is provided. When a large external force such as an earthquake is applied and an axial expansion and contraction force is applied to the pipe, as shown in FIG.
3 is made of a thin sheet metal and easily deformed, has little resistance to the axial displacement of the tube, and has an embedding material 12.
Is compressed and deformed, and does not become a resistance of the expansion and contraction allowance S. As described above, according to the joint structure for a propulsion pipe of the present invention, a pipe that needs to protect a push ring, its fastening bolt, or a rubber ring for sealing from earth and sand or grout. When the propulsion method is used, these are covered with a sleeve made of synthetic resin, so the water resistance is much better than when covered with a conventional embedding material and a thin tubular cover, and the corrosive soil and groundwater Tubes can be used for long periods of time without fear of corrosion in many areas.

【図面の簡単な説明】 【図1】この発明の実施の形態の管継手部の軸方向拡大
断面図である。 【図2】図1の管全体のX−X線矢視断面図である。 【図3】この発明の実施の形態における管継手部の接続
工程の説明断面図である。 【図4】この発明の実施の形態における管継手部の接続
工程の説明断面図である。 【図5】この発明の実施の形態における管継手部の接続
工程の説明断面図である。 【図6】この発明の実施の形態における管継手部の接続
工程を説明する要部破断側面図である。 【図7】耐震機能を説明する断面図である。 【図8】従来例の管継手の要部断面図である。 【符号の説明】 1 管 2 挿口 3 受口 7 シールゴム 8 押輪 10 ボルト 11 外装材 12 埋め込み材 13 薄板筒状カバー 14 合成樹脂製のスリーブ(ポリエチレンスリー
ブ) 15 防水性粘着テープ
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an axially enlarged sectional view of a pipe joint according to an embodiment of the present invention. FIG. 2 is a sectional view taken along line XX of the entire tube of FIG. FIG. 3 is an explanatory cross-sectional view of a process of connecting a pipe joint according to the embodiment of the present invention. FIG. 4 is an explanatory cross-sectional view of a process of connecting a pipe joint according to the embodiment of the present invention. FIG. 5 is an explanatory cross-sectional view of a process of connecting a pipe joint according to the embodiment of the present invention. FIG. 6 is a fragmentary side view for explaining a connecting step of the pipe joint in the embodiment of the present invention. FIG. 7 is a cross-sectional view illustrating an earthquake-resistant function. FIG. 8 is a sectional view of a main part of a conventional pipe joint. [Description of Signs] 1 Pipe 2 Insertion opening 3 Reception opening 7 Seal rubber 8 Press ring 10 Bolt 11 Exterior material 12 Embedding material 13 Thin tubular cover 14 Sleeve made of synthetic resin (polyethylene sleeve) 15 Waterproof adhesive tape

Claims (1)

【特許請求の範囲】 【請求項1】直管の一端が挿口、他端が他の管の挿口を
受容できる受口とされ、受口先端から挿口部分まで挿口
部分を除いて外装材で被覆した推進管を、前記挿口を前
記受口に挿入した状態で管路方向へ推進させていく推進
工法において、受口側外装材端面と挿口側外装材端面と
の間の挿口外周面に埋め込み材が配設され、この埋め込
み材の外周面を覆って、前記受口側外装材から挿口側外
装材までの間に合成樹脂製のスリーブが被せられ、さら
にこの合成樹脂製のスリーブ外周面を覆って、前記外装
材外周面とほぼ同一面となるよう受口側外装材端面と挿
口側外装材端面の間に薄板筒状カバーが被せられてなる
ことを特徴とする推進管の継手部構造。
[Claim 1] One end of a straight pipe is an insertion port, and the other end is a reception port capable of receiving an insertion port of another pipe, except for the insertion port portion from the reception port tip to the insertion port portion. In the propulsion method in which the propulsion pipe covered with the exterior material is propelled in the pipe direction in a state in which the insertion port is inserted into the reception port, the gap between the reception-side exterior material end face and the insertion-side exterior material end face is reduced. An embedding material is provided on the outer peripheral surface of the insertion opening, and a synthetic resin sleeve is placed between the reception-side exterior material and the insertion-side exterior material so as to cover the outer peripheral surface of the embedding material. A thin tubular cover is placed between the end surface of the receiving-side exterior material and the end surface of the insertion-side exterior material so as to cover the outer peripheral surface of the resin sleeve and to be substantially flush with the outer peripheral surface of the exterior material. The joint structure of the propulsion pipe.
JP2001192097A 2001-06-26 2001-06-26 Joint part structure of jacking pipe Pending JP2003004168A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001192097A JP2003004168A (en) 2001-06-26 2001-06-26 Joint part structure of jacking pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001192097A JP2003004168A (en) 2001-06-26 2001-06-26 Joint part structure of jacking pipe

Publications (1)

Publication Number Publication Date
JP2003004168A true JP2003004168A (en) 2003-01-08

Family

ID=19030599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001192097A Pending JP2003004168A (en) 2001-06-26 2001-06-26 Joint part structure of jacking pipe

Country Status (1)

Country Link
JP (1) JP2003004168A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109356597A (en) * 2018-11-19 2019-02-19 中铁第四勘察设计院集团有限公司 A kind of track deformation control structure in the shield tunnel for being set to bottom gallery

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109356597A (en) * 2018-11-19 2019-02-19 中铁第四勘察设计院集团有限公司 A kind of track deformation control structure in the shield tunnel for being set to bottom gallery
CN109356597B (en) * 2018-11-19 2023-12-15 中铁第四勘察设计院集团有限公司 Track deformation control structure arranged in shield tunnel with bottom gallery

Similar Documents

Publication Publication Date Title
EP0355089B1 (en) Method of renovating and/or protecting sewers and pipes
JP4947786B2 (en) Sewer pipe
US20040208704A1 (en) Manhole structure constructing method, manhole structure water-stop flexible joint and manhole structure
WO2004007849A1 (en) Manhole structure, flexible water shut off joint for manhole structure and method for installing manhole structure
JP3497151B2 (en) Connection structure between manhole and sewage main
CN114576434B (en) Buried pipeline wall-penetrating waterproof device and installation method
JP2003004168A (en) Joint part structure of jacking pipe
JP2004162339A (en) Cut off joint for manhole, pipe joint, manhole structure, and work execution method for the structure
JP2000192779A (en) Joint structure of pipe for use in earthquake-resistant pipe propulsion method
JP2000059972A (en) Man-hole joint and connecting structure of the same
JP4620385B2 (en) Propulsion pipe joint structure and pipe connection port and propulsion pipe connection method
JPH11191918A (en) Connecting method and connecting structure of concrete product and flexible coupling for sealing
JP3290549B2 (en) Connection structure and method of pipe to manhole
JP2000125458A (en) Manhole joint
CN217056647U (en) Waterproof node structure of underground wall through-wall waterproof sleeve
JP3844434B2 (en) Manhole pipe connection structure
JP3902482B2 (en) Connection structure between manhole and piping
JP3713396B2 (en) Manhole fitting
KR200412485Y1 (en) Connection system between a manhole and a pipe
JPH11230413A (en) Joint structure of earthquake resistant propulsion pipe
JP3020718U (en) Flexible joint for connecting mounting pipe for pipe
JPH11182745A (en) Ductile cast iron pipe for jacking method
JP2000059971A (en) Man-hole joint connection structure
JPH0886381A (en) Polyethylene sleeve work method
JP2864206B2 (en) Packing for propulsion pipe

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040922

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20070419

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20070424

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20070904