JPH04134553U - Installation structure of manhole for secondary shield lining - Google Patents
Installation structure of manhole for secondary shield liningInfo
- Publication number
- JPH04134553U JPH04134553U JP4843591U JP4843591U JPH04134553U JP H04134553 U JPH04134553 U JP H04134553U JP 4843591 U JP4843591 U JP 4843591U JP 4843591 U JP4843591 U JP 4843591U JP H04134553 U JPH04134553 U JP H04134553U
- Authority
- JP
- Japan
- Prior art keywords
- manhole
- pipe
- lining
- secondary shield
- straight
- 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.)
- Granted
Links
- 238000009434 installation Methods 0.000 title description 3
- 230000002093 peripheral effect Effects 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims abstract description 5
- 230000000630 rising effect Effects 0.000 claims abstract 2
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000003292 glue Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
(57)【要約】
【目的】 二次覆工による新規管に対して容易にマンホ
ールを設けることのできるシールド二次覆工用マンホー
ルの取付構造を得ることを目的とする。
【構成】 シールド二次覆工により新設された管1より
直径dの小さなマンホール用直管1が、前記シールド二
次覆工により新設された管1の側面から垂直に立ち上げ
た接線Tに前記マンホール用直管2の周壁2Aを一致さ
せて取付けられ、前記新設管1に開設された接合用貫通
孔3周縁とマンホール用直管2の下端面とは裏打ち材4
を当てがって接着材5により接合されてなり、接線方向
に接触する開口縁と端縁とで仮支持を容易にし施工を簡
略化する。
(57) [Summary] [Purpose] The purpose is to obtain a manhole mounting structure for shield secondary lining, which allows manholes to be easily installed on new pipes with secondary lining. [Structure] A straight manhole pipe 1 having a smaller diameter d than the pipe 1 newly installed by the secondary shield lining is attached to a tangent T vertically rising from the side of the pipe 1 newly installed by the secondary shield lining. The peripheral wall 2A of the manhole straight pipe 2 is installed so as to match, and the periphery of the joining through hole 3 opened in the new pipe 1 and the lower end surface of the manhole straight pipe 2 are connected to the lining material 4.
The opening edge and the end edge contact in the tangential direction facilitate temporary support and simplify construction.
Description
【0001】0001
この考案はシールド二次覆工用マンホールの取付構造に関し、二次覆工により 新設されたマンホールの取付構造の改良に関する。 This idea relates to the mounting structure of manholes for secondary shield lining. Regarding improvements to the mounting structure of newly constructed manholes.
【0002】0002
従来、シールドの二次覆工として、セグメント内にこれより外径の小さな新規 管を挿入しこの新規管外面とセグメント内面との隙間にエアモルタル等を注入し て硬化させ、もって管路を復旧させるシールド二次覆工が広く実施されている。 Conventionally, a new lining with a smaller outer diameter was installed within the segment as a secondary lining for the shield. Insert the tube and inject air mortar etc. into the gap between the outer surface of the new tube and the inner surface of the segment. Secondary shield lining, in which the pipe is cured and the pipe is restored, is widely practiced.
【0003】 上記シールド二次覆工には要所ごとに点検用のマンホールを設ける必要がある が、このマンホールの取付け構造として従来では図2に示すように鉄筋を組み、 型枠を組み立てた後にモルタル等を注入して硬化させてマンホールMを構築する ことが行われていた。0003 It is necessary to install manholes for inspection at each important point in the secondary shield lining mentioned above. However, the conventional installation structure for this manhole was to assemble reinforcing bars as shown in Figure 2. After assembling the formwork, inject mortar etc. and harden it to construct the manhole M. things were being done.
【0004】0004
しかしながら、狭い場所での構築作業は非常に手間が掛かるとともに作業期間 が長くなり、施工が面倒となる欠点があった。 さらに、マンホールMの基部M1と二次覆工管C、さらにはセグメントAとの 間のシールD、Fも型枠を取り外した後の手作業となるので作業能率も悪い欠点 があった。 However, construction work in a narrow space is very time-consuming and takes a long time. It has the disadvantage that it becomes long and construction is troublesome. Furthermore, the connection between the base M1 of the manhole M, the secondary lining pipe C, and even the segment A Seals D and F between them also have to be done manually after removing the formwork, so work efficiency is low. was there.
【0005】[0005]
この考案は上記問題点に鑑み、二次覆工による新規管に対し容易にマンホール を設けることのできるシールド二次覆工用マンホールの取付構造を得ることを目 的としてなされたものである。 In view of the above problems, this idea was developed to easily provide a manhole for new pipes with secondary lining. The aim is to obtain a manhole mounting structure for secondary shield lining that can provide This was done as a target.
【0006】[0006]
【課題を解決するための手段】 即ち、この考案のシールド二次覆工用マンホールの取付構造は、シールド二次 覆工により新設された管より直径の小さなマンホール用直管が、前記シールド二 次覆工により新設された管の側面から垂直に立ち上げた接線に前記マンホール用 直管の周壁を一致させて取付けられ、前記新設管に開設された接合用貫通孔周縁 とマンホール用直管の下端面とは裏打ち材を当てがって接着材により接合されて なることを特徴とするものである。[Means to solve the problem] In other words, the mounting structure of the manhole for secondary shield lining of this invention is The manhole straight pipe, which has a smaller diameter than the newly installed pipe due to lining, is installed in the shield 2. Next, the manhole is placed on a tangent line that stands up vertically from the side of the newly installed pipe due to lining. The peripheral edge of the joining through hole opened in the newly installed pipe, which is installed with the peripheral walls of the straight pipe aligned. and the lower end surface of the straight manhole pipe are joined with a lining material and an adhesive. It is characterized by:
【0007】[0007]
次に、この考案の実施例を説明する。 図1はこの考案の実施例の断面図である。 この考案のシールド二次覆工用マンホールの取付構造は、シールド二次覆工に より新設された管1より直径dの小さなマンホール用直管2が、シールド二次覆 工により新設された管1の側面1Aから垂直に立ち上げた接線Tにマンホール用 直管2の周壁2Aを一致させて取付けられ、新設管1に開設された接合用貫通孔 3周縁とマンホール用直管2の下端面2Bとは強化樹脂製などとされた裏打ち材 4を当てがって接着材5により接合されて構成されている。 なお、図中6は老朽管、7はグラフト層、また2C…2Cはマンホール用直管 2内部に予め取付けられたステップを示す。 Next, an example of this invention will be described. FIG. 1 is a sectional view of an embodiment of this invention. The mounting structure of the manhole for secondary shield lining of this invention is suitable for secondary shield lining. The manhole straight pipe 2, which has a smaller diameter d than the newly installed pipe 1, has a secondary shield cover. A manhole is attached to the tangent T that stands up vertically from the side 1A of the newly installed pipe 1. A through hole for joining is installed in the newly installed pipe 1 by aligning the peripheral wall 2A of the straight pipe 2. 3. The periphery and the lower end surface 2B of the manhole straight pipe 2 are lined with reinforced resin or the like. 4 and are joined with an adhesive 5. In addition, in the figure, 6 is an old pipe, 7 is a graft layer, and 2C...2C is a straight pipe for a manhole. 2 shows the steps pre-installed inside.
【0008】[0008]
この考案のシールド二次覆工用マンホールの取付構造を実施する場合、まず老 朽管6、グラフト層7及び新規管1にその周壁の一方に偏らせて貫通孔を開設す る。 次に、新規管の曲率に合わせて下端を切削したマンホール用直管2を図示のよ うに立設する。このとき、マンホール用直管2はその一下端部2Tが新規管1に 開設した貫通孔3の周縁に乗り、接線上に位置するから荷重がこの部分では垂直 に掛かることとなって仮支持が非常に容易となる。 この状態で支持しつつ裏内材を当てがい接着材5で両者を接着すると共にシー ルするのである。 When implementing the secondary shield lining manhole mounting structure of this invention, first A through hole is opened in the decayed pipe 6, the graft layer 7, and the new pipe 1 so as to be biased toward one side of the peripheral wall thereof. Ru. Next, cut the lower end of the straight pipe 2 for the manhole according to the curvature of the new pipe as shown in the figure. erected on the At this time, one lower end 2T of the manhole straight pipe 2 is connected to the new pipe 1. It rides on the periphery of the opened through hole 3 and is located on the tangent line, so the load is vertical in this part. This makes temporary support very easy. While supporting in this state, apply the inner lining material and glue them together with adhesive 5 and seal. It is to do so.
【0009】[0009]
この考案は以上説明したように二次覆工により新設された管路にマンホールを 設ける場合、予め用意したマンホール用管を直接新規管1に開設した貫通孔3の 周縁に載置して基部をシールすれば乾性するので施工が非常に簡単となり、また マンホール用管は新規管1の開口部に対し、管1の断面における接線方向へ支持 するので支持が非常に安定し、仮支持が安全に行えるので作業も非常に容易とな るなど種々の実用的効果を有する。 As explained above, this idea is to install a manhole in a newly constructed pipeline using secondary lining. When installing a manhole pipe, connect the manhole pipe prepared in advance directly to the through hole 3 opened in the new pipe 1. If you place it on the periphery and seal the base, it dries, making installation very easy, and The manhole pipe is supported in the tangential direction of the cross section of the new pipe 1 with respect to the opening of the new pipe 1. This makes the support very stable, and temporary support can be done safely, making the work very easy. It has various practical effects such as:
【図1】この発明の実施例の断面図である。FIG. 1 is a sectional view of an embodiment of the invention.
【図2】従来例の断面図である。FIG. 2 is a sectional view of a conventional example.
1 シールド二次覆工により新設された管 1A 側面 2 マンホール用直管 2A 周壁 3 接合用貫通孔 4 裏裏材 5 接着剤 d マンホール用直管の直径 T 接線 6 老朽管 7 グラフト層 1 Newly installed pipe with secondary shield lining 1A side 2 Straight pipe for manhole 2A Peripheral wall 3 Through hole for joining 4 Back lining material 5 Adhesive d Diameter of straight pipe for manhole T tangent 6 Old pipes 7 Graft layer
Claims (1)
り直径の小さなマンホール用直管が、前記シールド二次
覆工により新設された管の側面から垂直に立ち上げた接
線に前記マンホール用直管の周壁を一致させて取付けら
れ、前記新設管に開設された接合用貫通孔周縁とマンホ
ール用直管の下端面とは裏打ち材を当てがって接着材に
より接合されてなることを特徴とするシールド二次覆工
用マンホールの取付構造。Claim 1: A manhole straight pipe having a smaller diameter than the newly installed pipe due to the secondary shield lining is attached to a tangent line vertically rising from the side of the newly installed pipe due to the secondary shield lining. The pipes are installed with their peripheral walls aligned, and the peripheral edge of the joining through hole opened in the new pipe and the lower end surface of the straight pipe for manhole are joined with a lining material and an adhesive. Mounting structure of manhole for secondary shield lining.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4843591U JP2529546Y2 (en) | 1991-05-28 | 1991-05-28 | Manhole mounting structure for shield secondary lining |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4843591U JP2529546Y2 (en) | 1991-05-28 | 1991-05-28 | Manhole mounting structure for shield secondary lining |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04134553U true JPH04134553U (en) | 1992-12-15 |
JP2529546Y2 JP2529546Y2 (en) | 1997-03-19 |
Family
ID=31926971
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4843591U Expired - Fee Related JP2529546Y2 (en) | 1991-05-28 | 1991-05-28 | Manhole mounting structure for shield secondary lining |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2529546Y2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10160079A (en) * | 1996-10-03 | 1998-06-16 | Usui Internatl Ind Co Ltd | Common rail |
JPH10176783A (en) * | 1996-10-18 | 1998-06-30 | Usui Internatl Ind Co Ltd | Common rail |
-
1991
- 1991-05-28 JP JP4843591U patent/JP2529546Y2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10160079A (en) * | 1996-10-03 | 1998-06-16 | Usui Internatl Ind Co Ltd | Common rail |
JPH10176783A (en) * | 1996-10-18 | 1998-06-30 | Usui Internatl Ind Co Ltd | Common rail |
Also Published As
Publication number | Publication date |
---|---|
JP2529546Y2 (en) | 1997-03-19 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |