JPH04108695U - Pipe fixed structure - Google Patents
Pipe fixed structureInfo
- Publication number
- JPH04108695U JPH04108695U JP1734391U JP1734391U JPH04108695U JP H04108695 U JPH04108695 U JP H04108695U JP 1734391 U JP1734391 U JP 1734391U JP 1734391 U JP1734391 U JP 1734391U JP H04108695 U JPH04108695 U JP H04108695U
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- wedge
- band
- support member
- fixing
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Supports For Pipes And Cables (AREA)
Abstract
(57)【要約】 (修正有)
【目的】 シールド二次覆工、あるいは既設管渠無い配
管における新設管路の外力または浮力に対する移動を確
実に防止する管路固定構造を得る。
【構成】 管路の外周に、該管と曲率の略等しいC型を
なす鋼製バンド2が当てがわれ、該バンド外周面に楔3
を介して前記管路に対し径方向へ延出する支持材4が管
路支持体5間に架設され、該支持材側面と前記バンド体
内面との間にコ字状をなすカスガイ6が前記楔を挟むよ
うに打ち込み固定して構成され、管路を固定する部材を
C型鋼製バンドと支持材間でカスガイにより一体化する
ことにより緩みを防止する。
(57) [Summary] (with amendments) [Purpose] To obtain a pipe fixing structure that reliably prevents movement of newly constructed pipes due to external force or buoyancy in piping without secondary shield lining or existing pipes. [Structure] A C-shaped steel band 2 with approximately the same curvature as the pipe is applied to the outer circumference of the pipe, and a wedge 3 is placed on the outer circumferential surface of the band.
A support member 4 extending in the radial direction with respect to the pipe line is installed between the pipe support members 5, and a U-shaped cutout 6 is provided between the side surface of the support member and the inner surface of the band body. It is constructed by driving and fixing a wedge between the pipes, and the member for fixing the pipe line is integrated between the C-shaped steel band and the supporting member using a casing to prevent loosening.
Description
この考案は管路固定構造に関し、詳しくはシールド二次覆工、あいは既設管渠 内配管を行う場合に使用される管路固定構造に関する。 This idea is related to the pipe fixing structure, and in detail, the secondary shield lining, or the existing pipe culvert. This invention relates to a pipe fixing structure used for internal piping.
【0002】0002
従来、シールド二次覆工、あいは既設管渠内配管を行う場合、新設管路の移動 あるいは浮力による浮上防止のため図4に示すように管路A外周と管路支持体B との間に木材製とされた支持材Cを径方向に配置し楔Dを打ち込んで管路Aの固 定を行う。 Conventionally, when performing secondary shield lining or piping inside an existing pipe, it was necessary to move the new pipe. Alternatively, to prevent floating due to buoyancy, as shown in Figure 4, the outer circumference of pipe A and pipe support B A support material C made of wood is placed in the radial direction between the Make a decision.
【0003】0003
ところで、上記支持構造の場合、管路Aが工事終了まで全く外力により移動し なければ問題はないが、モルタル投入等による外力または浮力に対し僅かでも移 動るすことがあると楔Dが緩み、一旦このようなことがあると支持材が外れ落ち てしまうことがある欠点があった。 By the way, in the case of the above support structure, pipe A will not move at all due to external force until the construction is completed. If not, there is no problem, but if there is even a slight movement due to external force or buoyancy due to mortar injection, etc. If it moves, the wedge D will loosen, and once this happens, the support material will come off and fall off. There was a drawback that it could cause problems.
【0004】0004
この考案は上記問題点に鑑み、従来と全く同一手段による取付工法でありなが ら不足の外力が作用しても支持材が一切移動することのない管路固定構造を提供 するこを目的としてなされたものである。 This idea was developed in view of the above problems, and although it is an installation method that uses exactly the same method as the conventional method, Provides a pipe fixing structure that prevents the support material from moving even if insufficient external force is applied. It was done for the purpose of
【0005】[0005]
即ち、この考案の管路固定構造は、管路の外周に、該管と曲率の略等しいC型 をなす鋼製バンドが当てがわれ、該バンド外周面に楔を介して前記管路に対し径 方向へ延出する支持材が管路支持体間に架設され、該支持材側面と前記バンド体 内面との間にコ字状をなすカスガイが前記楔を挟むように打ち込み固定されてな ることを特徴とするものである。 That is, the conduit fixing structure of this invention has a C-shaped structure on the outer periphery of the conduit, which has approximately the same curvature as that of the conduit. A steel band with a diameter of A support member extending in the direction is installed between the conduit support members, and a side surface of the support member and the band member A U-shaped cutout is driven in and fixed between the inner surface and the wedge so as to sandwich the wedge. It is characterized by:
【0006】[0006]
次にこの考案を実施例により説明する。 図1はこの考案の実施例の断面図、図2は実施例の要部拡大断面図、図3は実 施例の要部拡大側面図である。 Next, this invention will be explained using examples. Fig. 1 is a sectional view of an embodiment of this invention, Fig. 2 is an enlarged sectional view of the main part of the embodiment, and Fig. 3 is an actual sectional view. FIG. 3 is an enlarged side view of the main part of the example.
【0007】 この考案の管路固定構造は、シールド二次覆工、あるいは既設管渠内配管工事 等において新設される管路1の外周に、管1と曲率の略等しいC型をなす鋼製バ ンド2が当てがわれ、バンド2外周面に楔3、3を介して管路1に対し径方向へ 延出する支持材4…4が例えばコンクリートセクメント等により構成された管路 支持体5間に架設され、支持材4側面4Aとバンド2内面との間にコ字状をなす カスガイ6…6が楔3、3を挟むように打ち込み固定されて構成されている。[0007] The pipeline fixing structure of this idea is suitable for secondary shield lining or piping work inside existing pipe conduits. A C-shaped steel bar with approximately the same curvature as the pipe 1 is installed around the outer periphery of the newly installed pipe 1. band 2 is applied to the outer peripheral surface of the band 2 through wedges 3, 3 in the radial direction with respect to the pipe line 1. A conduit in which the extending supporting members 4...4 are made of, for example, concrete segments. It is installed between the supports 5 and forms a U-shape between the side surface 4A of the support material 4 and the inner surface of the band 2. The cutout shells 6...6 are driven and fixed so as to sandwich the wedges 3, 3.
【0008】[0008]
上記において、管路1はこれに当接されたC型をなす鋼製バンド2により支持 され、この鋼製バンド2は楔3を介し支持材4により支持される。さらに、鋼製 バンド2と支持材4との間にはカスガイ6が打ち込まれているので、仮に管路1 が外力により移動することがあっても楔3はカスガイにより固定された状態とな り自然に緩んでしまうことは無い。 In the above, the pipe line 1 is supported by a C-shaped steel band 2 that is in contact with the pipe line 1. This steel band 2 is supported by a support member 4 via a wedge 3. Additionally, steel Since a cutout 6 is driven between the band 2 and the support material 4, if the pipe line 1 Even if the wedge 3 moves due to external force, the wedge 3 remains fixed by the casing. It will not loosen naturally.
【0009】[0009]
以上説明したように、この考案によれば、支持力調整のために打ち込んだ楔が カスガイの固定力により自然に緩んでしまうことが確実に防止され、安全に配管 作業が可能となるのである。 As explained above, according to this invention, the wedge driven to adjust the supporting force The fixing force of the spool reliably prevents natural loosening, ensuring safe piping. This makes it possible to work.
【0010】0010
【図1】この考案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】この考案の実施例の要部拡大断面図である。FIG. 2 is an enlarged sectional view of a main part of an embodiment of the invention.
【図3】この考案の実施例の要部拡大側断面図である。FIG. 3 is an enlarged side sectional view of a main part of an embodiment of the invention.
【図4】従来例の断面図である。FIG. 4 is a sectional view of a conventional example.
1 管路 2 鋼製バンド 3 楔 4 支持材 5 管路支持体(コンクリートセグメント) 6 カスガイ 1 Pipeline 2 Steel band 3 wedge 4 Support material 5 Pipe support (concrete segment) 6 Kasugai
Claims (1)
型をなす鋼製バンドが当てがわれ、該バンド外周面に楔
を介して前記管路に対し径方向へ延出する支持材が管路
支持体間に架設され、該支持材側面と前記バンド体内面
との間にコ字状をなすカスガイが前記楔を挟むように打
ち込み固定されてなることを特徴とする管路固定構造。 【0001】Claim 1: At the outer periphery of the conduit, a C having approximately the same curvature as that of the conduit is provided.
A shaped steel band is applied, and a support member extending radially with respect to the pipe line via a wedge is installed between the pipe support members on the outer peripheral surface of the band, and a side surface of the support member and the band A conduit fixing structure characterized in that a U-shaped cutout is driven and fixed between the inner surface of the body and the wedge so as to sandwich the wedge. 0001
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1734391U JP2520808Y2 (en) | 1991-02-27 | 1991-02-27 | Pipe line fixing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1734391U JP2520808Y2 (en) | 1991-02-27 | 1991-02-27 | Pipe line fixing structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04108695U true JPH04108695U (en) | 1992-09-21 |
JP2520808Y2 JP2520808Y2 (en) | 1996-12-18 |
Family
ID=31904122
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1734391U Expired - Lifetime JP2520808Y2 (en) | 1991-02-27 | 1991-02-27 | Pipe line fixing structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2520808Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016188671A (en) * | 2015-03-30 | 2016-11-04 | 積水化学工業株式会社 | Support member of regeneration pipe and regeneration method of existing pipe |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103234083B (en) * | 2013-05-14 | 2015-08-05 | 张倩秋 | A kind of large diameter pipeline annular floating formula thrust frame |
-
1991
- 1991-02-27 JP JP1734391U patent/JP2520808Y2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016188671A (en) * | 2015-03-30 | 2016-11-04 | 積水化学工業株式会社 | Support member of regeneration pipe and regeneration method of existing pipe |
Also Published As
Publication number | Publication date |
---|---|
JP2520808Y2 (en) | 1996-12-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH04108695U (en) | Pipe fixed structure | |
JPH0436071A (en) | S-type tubular water turbine | |
JP4132740B2 (en) | Pipeline lining structure | |
JPH0363609B2 (en) | ||
CN108386607A (en) | A kind of slide assemblies applied in Directional Drilling interpolation pipe technique | |
JP2892257B2 (en) | Drainage piping device | |
JP3119836B2 (en) | Penetration fixed saddle of diagonal material in cable-stayed bridge | |
JPH0465180B2 (en) | ||
SU1030480A1 (en) | Butt joint of large-diameter water pipeline sections | |
CN218205250U (en) | Grouting sleeve with positioning buckle | |
JPH04133084U (en) | Pipe loading jig | |
CN215053688U (en) | Pipeline positioner among foam concrete | |
JP6305029B2 (en) | Steel pipe sheet pile foundation method | |
JP3290549B2 (en) | Connection structure and method of pipe to manhole | |
JP2860665B2 (en) | Construction method of flexible joint | |
SU1560871A1 (en) | Reinforced concrete pressure pipe | |
JPS6227594Y2 (en) | ||
RU99119623A (en) | METHOD OF FIXING PIPES IN PIPE LATTICES | |
JPH02138591A (en) | Expansion joint for multifunctional piping | |
CN117266178A (en) | Building foundation pit reinforcing and supporting structure | |
JPS5937351Y2 (en) | Perfect circle holder for pipes | |
JP2005264676A (en) | Pressing plate for entrance packing | |
JPH0220308Y2 (en) | ||
JP3474150B2 (en) | Flexible joint for thin segments | |
JP2016080121A (en) | Pipe joint |