JP2001254376A - Method for repairing earthquake-resistant manhole joint - Google Patents

Method for repairing earthquake-resistant manhole joint

Info

Publication number
JP2001254376A
JP2001254376A JP2000066331A JP2000066331A JP2001254376A JP 2001254376 A JP2001254376 A JP 2001254376A JP 2000066331 A JP2000066331 A JP 2000066331A JP 2000066331 A JP2000066331 A JP 2000066331A JP 2001254376 A JP2001254376 A JP 2001254376A
Authority
JP
Japan
Prior art keywords
elastic body
collar
manhole
earthquake
support bar
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.)
Withdrawn
Application number
JP2000066331A
Other languages
Japanese (ja)
Inventor
Shunji Azuma
俊司 東
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
Sekisui Kanzai Technics KK
Original Assignee
Sekisui Chemical Co Ltd
Sekisui Kanzai Technics KK
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, Sekisui Kanzai Technics KK filed Critical Sekisui Chemical Co Ltd
Priority to JP2000066331A priority Critical patent/JP2001254376A/en
Publication of JP2001254376A publication Critical patent/JP2001254376A/en
Withdrawn legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To provide a method of repair that saves the working labor in the work for replacement of an elastic body of an earthquake-resistant manhole joint, wherein an adhesive is contact-bonded only by disposing the elastic body coated with the adhesive at a prescribed place and which enables completion of the work without awaiting completion of the bonding. SOLUTION: A collar is connected to one end of an inner tube extension to the other end of which a sewer pipe is joined, through the intermediary of a cut-off ring, a sand intrusion preventing ring and a joint filling ring, and the other end of the collar is opened in the internal space of the manhole. Inside the end part on the manhole side of the collar, the belt-shaped elastic body is provided in the circumferential direction, almost in the shape of a semi- ring only on the lower side, and inverted in conformity with the inside diameter of the elastic body. In the repair of replacement of the elastic body of the earthquake-resistant manhole joint conducted in this way, support bars are provided at upper end parts on the opposite sides of the position of disposition of the elastic body, and a fresh elastic body being longer than a circular-arc length between the support bar on one side and the support bar on the other is fitted by insertion between these support bars.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、マンホールと下水
管との接続に使われる耐震マンホール継手の補修方法に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing an earthquake-resistant manhole joint used for connecting a manhole to a sewer pipe.

【0002】[0002]

【従来の技術】一般のマンホール継手においては、地震
等発生の時に下水道管が移動してマンホール内部空間に
押し出された場合、これに接続されている継手がマンホ
ール壁に固定されていて継手本体に過大な荷重がかか
り、継手が損傷することがあった。耐震マンホール継手
は、マンホール継手の一端に弾性体を配置し、その弾性
体の変形により下水道管の押し出しによる継手への荷重
を吸収するものである。
2. Description of the Related Art In a general manhole joint, when a sewer pipe moves and is pushed out into a manhole inner space at the time of an earthquake or the like, a joint connected to the sewer pipe is fixed to a manhole wall and connected to a joint body. An excessive load was applied, and the joint was sometimes damaged. The seismic manhole joint has an elastic body disposed at one end of the manhole joint, and absorbs a load on the joint caused by pushing out a sewer pipe by deformation of the elastic body.

【0003】しかしながら、一端に下水管が連結される
短管の他端にカラーが止水リング、砂噛み防止リング及
び目地詰めリングを介して接続され、該カラーの他端が
マンホール内部空間に開口され、カラーのマンホール側
端部内面に帯状弾性体が周方向に下方のみの半環状に設
けられ、該弾性体の内面に一致したインバートが打設さ
れてなる耐震マンホール継手においては、地震発生後に
変形した弾性体が下水管路内に変形して突出してしま
い、汚水の流下を妨げてしまうことがある。また弾性体
は、長期間使用後には、汚水中に混入されて流下する土
砂等による損傷あるいはその他の溶存物質や微生物等に
よる腐食等により劣化していく。従って、地震発生後
や、敷設後長期間経過後等には、弾性体の取り替え補修
を行わなければならない。
[0003] However, a collar is connected to the other end of the short pipe having one end connected to the sewer pipe via a water stop ring, a sand biting prevention ring, and a joint filling ring, and the other end of the collar is opened to the inner space of the manhole. In the seismic manhole joint in which a band-shaped elastic body is provided on the inner surface of the collar at the manhole side end only in a semicircular shape only downward in the circumferential direction, and an invert corresponding to the inner surface of the elastic body is cast, In some cases, the deformed elastic body is deformed and protrudes into the sewage pipe, which may hinder the flow of sewage. In addition, after long-term use, the elastic body deteriorates due to damage caused by earth and sand or the like flowing down when mixed into the sewage or corrosion due to other dissolved substances or microorganisms. Therefore, after the occurrence of an earthquake or after a long period of time after the installation, the elastic body must be replaced and repaired.

【0004】弾性体の取り替え作業は、老朽化若しくは
損傷した弾性体を剥がし取り、その後に新弾性体を取り
付ければ良いのだが、下水道管路内には硫化水素ガスや
アンモニアガスあるいはその他の有害ガスの発生や無酸
素状態等となっていることが多く見られ、可能な限り短
時間で取り替え作業を終了させることが望まれる。一
方、弾性体の取付は接着剤を用いて接着貼り付けされる
場合が多く、溶剤型、水型、反応型等のいずれの接着剤
であっても接着が完了するまでの間、弾性体をカラーに
圧着し続ける必要があり、作業完了までに多くの時間が
かかるという問題点がある。
In order to replace the elastic body, the old or damaged elastic body may be peeled off, and then a new elastic body may be attached. However, hydrogen sulfide gas, ammonia gas or other harmful gas is contained in the sewer pipe. Occurrences and anoxic conditions are often observed, and it is desired to complete the replacement work in as short a time as possible. On the other hand, the attachment of the elastic body is often performed using an adhesive, and the elastic body is used until the bonding is completed with any adhesive such as a solvent type, a water type, and a reactive type. There is a problem that it is necessary to keep pressing the collar, and it takes much time to complete the work.

【0005】[0005]

【発明が解決しようとする課題】本発明は、耐震マンホ
ール継手の弾性体交換作業における作業手間を省き、接
着剤が塗布された弾性体を所定場所に配置するのみで、
接着剤を圧着し接着完了を待つことなく作業を完了でき
る補修方法を提供するものである。
SUMMARY OF THE INVENTION The present invention saves labor for replacing an elastic body of an earthquake-resistant manhole joint, and only places an elastic body coated with an adhesive in a predetermined place.
An object of the present invention is to provide a repair method capable of completing the work without pressing the adhesive and waiting for the completion of the bonding.

【0006】[0006]

【課題を解決するための手段】上記問題点を解決するた
めの本発明の耐震マンホール継手の補修方法は、一端に
下水管が連結される短管の他端にカラーが止水リング、
砂噛み防止リング及び目地詰めリングを介して接続さ
れ、該カラーの他端がマンホール内部空間に開口され、
カラーのマンホール側端部内面に帯状弾性体が周方向に
下方のみの略半環状に設けられ、該弾性体の内面に一致
したインバートが打設されてなる耐震マンホール継手の
弾性体の取り替え補修において、既設の弾性体を取り外
した後に、該弾性体の配置位置の両側の上端部に支持桟
を設け、この支持桟同士の間に、一方の支持桟と他方の
支持桟との間の円弧長さより長い新しい弾性体を挿着す
ることを特徴とする耐震マンホールの補修方法である。
According to the present invention, there is provided a method for repairing an earthquake-resistant manhole joint, comprising the steps of: connecting a drain to one end of a short pipe;
It is connected via a sand biting prevention ring and a joint filling ring, and the other end of the collar is opened to a manhole internal space,
In the replacement and repair of the elastic body of the earthquake-resistant manhole joint, a belt-like elastic body is provided on the inner surface of the collar at the manhole side end in a substantially semicircular shape only downward in the circumferential direction, and an invert that matches the inner surface of the elastic body is cast. After the existing elastic member is removed, a support bar is provided at the upper end on both sides of the position of the elastic member, and an arc length between the one support bar and the other support bar is provided between the support bars. This is a method for repairing an earthquake-resistant manhole, which is characterized by inserting a new elastic body longer than that.

【0007】(作用)本発明の耐震マンホール継手の補
修方法においては、弾性体挿着箇所の弾性体端部に支持
桟を設け、この支持桟同士の間に、一方の支持桟と他方
の支持桟との間の円弧長さより長い新しい弾性体を挿着
することで弾性体が押し着けられて支持桟の間に挿着さ
れ、弾性体自身の弾力性により自らをカラーに押しつけ
るよう作用するために、接着完了までの間中特に圧着す
る必要がない。従って、弾性体配置終了と同時に補修作
業が完了し、作業時間が短縮される。
(Action) In the method for repairing an earthquake-resistant manhole joint according to the present invention, a support bar is provided at an end of an elastic body at a place where an elastic body is inserted, and one support bar and the other support bar are provided between the support bars. By inserting a new elastic body longer than the arc length between the bar and the elastic body, the elastic body is pressed and inserted between the support bars, and the elastic body itself acts to press itself against the collar. In addition, there is no need to perform pressure bonding until the bonding is completed. Therefore, the repair work is completed at the same time as the completion of the elastic body arrangement, and the work time is reduced.

【0008】[0008]

【発明の実施の形態】次に本発明の耐震マンホール継手
の補修方法を図面を参照しながら詳しく説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for repairing a seismic manhole joint according to the present invention will be described in detail with reference to the drawings.

【0009】図1(a)は本発明が対象とする耐震マン
ホール継手の一部破断断面図、図1(b)は図1(a)
のA−A’線に沿った正面図である。耐震マンホール継
手1には、マンホール壁Wを貫通して固定されているカ
ラー2とカラー2内に止水リング31、砂噛み防止リン
グ32、目地詰めリング33を介して下水道管Pを接続
するための短管4とが挿着されている。短管4のマンホ
ール空間M側の端部はカラー2の端部よりもマンホール
空間Mから遠ざけられて配置され、マンホール端部まで
のカラー2の内面に弾性体5’が挿着され、インバート
6が弾性体5’の内径と一致するよう、カラー2の外部
から弾性体5’の配置高さまで打ち込まれている。イン
バート6の打ち込み高さHは、通常は、カラー2の下半
分が埋設される程度とされ、インバート6の内面は、カ
ラー2の曲率と合わせた曲率でカラー2の内面と段差が
ないようにこて等で仕上げられる。
FIG. 1 (a) is a partially cutaway sectional view of an earthquake-resistant manhole joint to which the present invention is applied, and FIG. 1 (b) is FIG. 1 (a).
FIG. 3 is a front view taken along line AA ′ of FIG. The seismic manhole joint 1 is connected to the collar 2 fixed through the manhole wall W, and the sewer pipe P is connected to the collar 2 via the water stop ring 31, the sand biting prevention ring 32, and the joint filling ring 33. The short tube 4 is inserted. The end of the short pipe 4 on the side of the manhole space M is arranged farther away from the end of the collar 2 than the end of the collar 2, and the elastic body 5 ′ is inserted into the inner surface of the collar 2 up to the end of the manhole and the invert 6 Is driven from the outside of the collar 2 to the arrangement height of the elastic body 5 ′ so that the inner diameter of the elastic body 5 ′ matches the inner diameter of the elastic body 5 ′. The driving height H of the invert 6 is usually such that the lower half of the collar 2 is buried, and the inner surface of the invert 6 has a curvature that matches the curvature of the collar 2 so that there is no step with the inner surface of the collar 2. Finished with a trowel, etc.

【0010】図2(a)〜図2(c)は、補修作業の手
順を説明する図であり、(a)は施工前の状態の図、
(b)は弾性体5’を剥ぎ取り支持桟7をカラー2に取
り付けた状態の図、(c)は新しい弾性体5が取り付け
られ補修が完了した状態の図である。
FIGS. 2 (a) to 2 (c) are diagrams for explaining the procedure of the repair work, and FIG.
(B) is a view showing a state in which the elastic body 5 'is peeled off and the support bar 7 is attached to the collar 2, and (c) is a view showing a state in which the new elastic body 5 is attached and repair is completed.

【0011】弾性体5’が老朽化若しくは地震等で損傷
して取り替えを行う際は、まず老化した弾性体5’をカ
ラー2から剥がし取り、サンダー等で残っている接着剤
等をカラー2から削り取ってカラー2の内面21を平滑
に仕上げる。ついで、新しい弾性体5を取り付けるべき
位置のカラー2内の一端に支持桟7を固定する。支持桟
7の固定方法は特に限定されず、例えばカラーにアンカ
ーナットを打ち込み、それに支持桟7をボルト71等で
止めるようにされれば良い。
When replacing the elastic body 5 'due to aging or damage due to an earthquake or the like, first remove the aged elastic body 5' from the collar 2 and remove the remaining adhesive or the like from the collar 2 with a sander or the like. Then, the inner surface 21 of the collar 2 is smoothed. Next, the support bar 7 is fixed to one end in the collar 2 at a position where the new elastic body 5 is to be attached. The method of fixing the support bar 7 is not particularly limited. For example, an anchor nut may be driven into a collar, and the support bar 7 may be stopped by a bolt 71 or the like.

【0012】新しい弾性体5を取り付けるべき位置のカ
ラー2の内のもう一方の一端にも同様に支持桟7’を固
定する。このとき、支持桟7ともう一方の支持桟7’と
の、カラー2の内面の円弧に沿った距離は、新しく取り
付けられる弾性体5の長さより短くされる。即ち、弾性
体5が両方の支持桟7、7’の間に挿入された時に弾性
体5が長さ方向に押し縮められ、自らの反発力でカラー
2の内面に押しつけられるようになる。
A support bar 7 'is similarly fixed to the other end of the collar 2 at the position where the new elastic body 5 is to be mounted. At this time, the distance between the support bar 7 and the other support bar 7 'along the arc on the inner surface of the collar 2 is shorter than the length of the elastic body 5 to be newly attached. That is, when the elastic body 5 is inserted between the two support bars 7 and 7 ', the elastic body 5 is contracted in the length direction, and is pressed against the inner surface of the collar 2 by its own repulsive force.

【0013】従って、弾性体5は両支持桟7、7’の間
に挿着できかつ強固にカラー2に圧接されなければなら
ず、そのために、一般に圧縮弾性率が2.5×105
5×105 Paの範囲の弾性体が好適に使用される。但
し、圧縮弾性率は弾性体5の厚さやカラー2の曲率によ
って適宜変更されればよく、特に上記範囲に制限される
ものではない。
Therefore, the elastic body 5 must be able to be inserted between the support bars 7 and 7 'and firmly pressed against the collar 2, so that the elastic modulus of the elastic body 5 is generally 2.5 * 10 < 5 >
An elastic body in the range of 5 × 10 5 Pa is preferably used. However, the compression modulus may be appropriately changed depending on the thickness of the elastic body 5 and the curvature of the collar 2, and is not particularly limited to the above range.

【0014】弾性体5の材質は、前述の弾性率を満足し
つつ、下水道管Pでの有害ガスや微生物による腐食ある
いは砂等の混入物による損傷に耐えかつ経時的な寸法変
化を起こさないものでなければならず、そのために例え
ば一例として、CR等の合成ゴム製の帯状体を適当な長
さにカットされた板状体が好適に用いられる。
The material of the elastic body 5 satisfies the above-mentioned elastic modulus, withstands corrosion by harmful gas or microorganisms in the sewer pipe P, or damage due to contaminants such as sand, and does not cause dimensional change with time. For this purpose, for example, as an example, a plate-like body obtained by cutting a belt-like body made of synthetic rubber such as CR into an appropriate length is suitably used.

【0015】弾性体5の寸法は、補修される箇所の寸法
に適した弾力性が確保できかつ補修後の弾性体5の下水
道管Pの表面がカラー2の内面と段付きにならなければ
よく、カラー2の内径と弾性体5の弾性率によって、適
宜適当な長さにカットされて用いられれば良い。一般的
には、弾性体5の厚みは最大でも30mm以下であり、
上記弾性率の範囲においては、弾性体5の長さは、支持
桟7、7’同士の円弧に沿った長さの1.005〜1.
05、更に好適には1.01〜1.03倍とされる。カ
ラー2の内径が大きい場合には弾性体5の厚みが厚くな
るので倍率を小さく、小口径の場合には倍率は大きくし
ても良いが、あまりに倍率が小さいと、弾性体5の弾力
性が弱くなり、倍率が大きすぎると支持桟7,7’同士
の間に挿着出来なくなる恐れがある。例えば、実施の一
例としては、内径1500mmのカラーに対してCRゴ
ム製の弾性体が適用される場合には、幅300mm、長
さ2516mmの補修箇所に対しては、厚さ52mm、
長さ2592mmとして補修される。
The size of the elastic body 5 is sufficient if elasticity suitable for the size of the portion to be repaired can be ensured and the surface of the sewer pipe P of the repaired elastic body 5 does not step with the inner surface of the collar 2. According to the inner diameter of the collar 2 and the elastic modulus of the elastic body 5, it may be used after being appropriately cut to an appropriate length. Generally, the thickness of the elastic body 5 is at most 30 mm or less,
In the range of the elastic modulus described above, the length of the elastic body 5 is 1.005 to 1.1.5 of the length along the arc between the support bars 7 and 7 ′.
05, more preferably 1.01 to 1.03 times. When the inner diameter of the collar 2 is large, the magnification of the elastic body 5 is large because the thickness of the elastic body 5 is large, and when the diameter of the collar 2 is small, the magnification may be large. If the magnification is too large, it may not be possible to insert between the support bars 7, 7 '. For example, as an example of implementation, when an elastic body made of CR rubber is applied to a collar having an inner diameter of 1500 mm, a repair portion having a width of 300 mm and a length of 2516 mm has a thickness of 52 mm.
Repaired as 2592 mm long.

【0016】新しく取り付けられる弾性体5は、接着剤
を塗布されてカラー2に接着される。接着剤の種類とし
ては、弾性体5とカラー2とに接着するものであれば特
に限定されないが、下水道管渠内での作業であることか
ら、一般に、溶剤型の接着剤は避ける方が作業の安全
性、作業者の健康の点から望ましい。即ち、水エマルジ
ョン系接着剤の他、エポキシ系等の反応型接着剤が好適
に使用される。
The newly attached elastic body 5 is bonded to the collar 2 by applying an adhesive. The type of the adhesive is not particularly limited as long as it adheres to the elastic body 5 and the collar 2. However, since the work is performed in a sewer sewer, it is generally better to avoid using a solvent-type adhesive. It is desirable in terms of safety and worker health. That is, in addition to the water emulsion adhesive, a reactive adhesive such as an epoxy adhesive is preferably used.

【0017】弾性体5の挿着方法は、例えば、両方の支
持桟7、7’に接着剤を塗布された弾性体5の端部を装
着し、端部側から、古い弾性体5’が取り除かれた後の
空間21に順次挿入しつつ押し込むようにされれば良い
が、必ずしもこの手順によらねばならないことはないこ
とは言うまでもない。
For example, the elastic member 5 can be inserted by attaching the ends of the elastic member 5 coated with an adhesive to both the support bars 7 and 7 ', and the old elastic member 5' is inserted from the end side. It is only necessary to insert and push in the space 21 after being removed, but it is needless to say that this procedure does not always have to be performed.

【0018】接着剤を塗布された弾性体5が両側の支持
桟7、7’同士の間に押し込まれたら、接着剤の固化を
待つことなく補修作業は完了する。但し、補修後の下水
道管渠の使用は、作業完了後直ちに供用するのではな
く、可能なら接着剤の完全固化を待ってから通水を開始
した方が接着がより確実となるので、そのようにされる
ことが望ましいが、水雰囲気中でも硬化接着する接着剤
(例えば、商品名「ジョイナーW」、積水化学工業製;
エポキシ系接着剤)を使用する場合などでは、特にその
限りではない。
When the elastic body 5 to which the adhesive is applied is pushed between the support bars 7 and 7 'on both sides, the repair work is completed without waiting for the adhesive to solidify. However, the use of sewer sewers after repair is not performed immediately after the work is completed, but if possible, it is better to wait for the adhesive to completely solidify before starting water flow, so adhesion will be more reliable. It is desirable to use an adhesive that cures and bonds even in a water atmosphere (for example, trade name “Joyner W”, manufactured by Sekisui Chemical Co., Ltd .;
In the case of using an epoxy-based adhesive), this is not particularly limited.

【0019】[0019]

【発明の効果】本発明の耐震マンホール継手1の補修方
法では、弾性体5の装着箇所の弾性体端部に支持桟7、
7’を設け、一方の支持桟7と他方の支持桟7’との間
の円弧長さより長い新しい弾性体5を装着することで弾
性体5が押し着けられて支持桟7、7’の間に装着さ
れ、弾性体5自身の弾力性により自らをカラー2に押し
つけるよう作用するために、接着完了までの間中特に圧
着する必要がない。従って、弾性体5の配置終了と同時
に補修作業が完了し、作業時間が短縮される。
According to the method for repairing the earthquake-resistant manhole joint 1 of the present invention, the support bar 7 is attached to the end of the elastic body at the place where the elastic body 5 is mounted.
7 'is provided, and a new elastic body 5 longer than the arc length between one support bar 7 and the other support bar 7' is attached, whereby the elastic body 5 is pressed into the space between the support bars 7, 7 '. Since the elastic body 5 itself is pressed against the collar 2 by the elasticity of the elastic body 5 itself, it is not necessary to particularly perform pressure bonding until the bonding is completed. Accordingly, the repair work is completed at the same time when the arrangement of the elastic body 5 is completed, and the work time is reduced.

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

【図1】(a) 本発明が対象とする耐震マンホール継
手の一部破断断面図である。 (b) 図1(a)のA−A’線に沿った正面図であ
る。
FIG. 1A is a partially broken sectional view of an earthquake-resistant manhole joint to which the present invention is applied. (B) It is a front view along the AA 'line of FIG.1 (a).

【図2】(a)施工前の状態の図である。 (b)弾性体を剥ぎ取り支持桟をカラーに取り付けた図
である。 (c)新しい弾性体が取り付けられ補修が完了した図で
ある。
FIG. 2A is a diagram showing a state before construction. (B) It is the figure which peeled off the elastic body and attached the support bar to the collar. (C) A view in which a new elastic body has been attached and repair has been completed.

【符号の説明】[Explanation of symbols]

1 耐震マンホール継手 2 カラー 21 老朽弾性体を取り除いたカラー内面 31 止水リング 32 砂噛み防止リング 33 目地詰めリング 4 短管 5’老朽弾性体 5 新しい弾性体 6 インバート 7 支持桟 71 ボルト P 下水道管 W マンホール壁 M マンホール空間 DESCRIPTION OF SYMBOLS 1 Seismic manhole joint 2 Collar 21 Collar inner surface from which aging elastic body was removed 31 Water stop ring 32 Sand biting prevention ring 33 Joint filling ring 4 Short pipe 5 'Aging elastic body 5 New elastic body 6 Invert 7 Support bar 71 Bolt P Sewer pipe W Manhole wall M Manhole space

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 一端に下水管が連結される短管の他端に
カラーが止水リング、砂噛み防止リング及び目地詰めリ
ングを介して接続され、該カラーの他端がマンホール内
部空間に開口され、カラーのマンホール側端部内面に帯
状弾性体が周方向に下方のみの略半環状に設けられ、該
弾性体の内面に一致したインバートが打設されてなる耐
震マンホール継手の弾性体の取り替え補修において、既
設の弾性体を取り外した後に、該弾性体の配置位置の両
側の上端部に支持桟を設け、この支持桟同士の間に、一
方の支持桟と他方の支持桟との間の円弧長さより長い新
しい弾性体を挿着することを特徴とする耐震マンホール
の補修方法。
1. A collar connected to the other end of a short pipe having one end connected to a sewer pipe through a water stop ring, a sand biting prevention ring, and a joint filling ring, and the other end of the collar being opened to a space inside the manhole. A belt-shaped elastic body is provided on the inner surface of the end of the collar on the manhole side in a substantially semicircular shape only downward in the circumferential direction, and the elastic body of the earthquake-resistant manhole joint is replaced with an invert corresponding to the inner surface of the elastic body. In the repair, after removing the existing elastic body, a support bar is provided at the upper end on both sides of the position where the elastic body is disposed, and between the support bars, between the one support bar and the other support bar. A method for repairing an earthquake-resistant manhole, which comprises inserting a new elastic body longer than an arc length.
JP2000066331A 2000-03-10 2000-03-10 Method for repairing earthquake-resistant manhole joint Withdrawn JP2001254376A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000066331A JP2001254376A (en) 2000-03-10 2000-03-10 Method for repairing earthquake-resistant manhole joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000066331A JP2001254376A (en) 2000-03-10 2000-03-10 Method for repairing earthquake-resistant manhole joint

Publications (1)

Publication Number Publication Date
JP2001254376A true JP2001254376A (en) 2001-09-21

Family

ID=18585706

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000066331A Withdrawn JP2001254376A (en) 2000-03-10 2000-03-10 Method for repairing earthquake-resistant manhole joint

Country Status (1)

Country Link
JP (1) JP2001254376A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775434A (en) * 2015-02-04 2015-07-15 山东大学 Receiving rod sleeve removing device used in seismic wave detection method, and using method thereof
CN105442606A (en) * 2015-12-23 2016-03-30 山东大学 Tunnel TSP signal receiving rod removal device and use method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104775434A (en) * 2015-02-04 2015-07-15 山东大学 Receiving rod sleeve removing device used in seismic wave detection method, and using method thereof
CN105442606A (en) * 2015-12-23 2016-03-30 山东大学 Tunnel TSP signal receiving rod removal device and use method thereof

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