JPH06105111B2 - Buried pipe in existing pipe - Google Patents

Buried pipe in existing pipe

Info

Publication number
JPH06105111B2
JPH06105111B2 JP1552889A JP1552889A JPH06105111B2 JP H06105111 B2 JPH06105111 B2 JP H06105111B2 JP 1552889 A JP1552889 A JP 1552889A JP 1552889 A JP1552889 A JP 1552889A JP H06105111 B2 JPH06105111 B2 JP H06105111B2
Authority
JP
Japan
Prior art keywords
pipe
existing pipe
existing
reinforcing bar
buried
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.)
Expired - Fee Related
Application number
JP1552889A
Other languages
Japanese (ja)
Other versions
JPH02199391A (en
Inventor
康夫 三宅
国昭 大西
登 大西
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
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP1552889A priority Critical patent/JPH06105111B2/en
Publication of JPH02199391A publication Critical patent/JPH02199391A/en
Publication of JPH06105111B2 publication Critical patent/JPH06105111B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Rigid Pipes And Flexible Pipes (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、老朽化した下水管を更生したり、重荷重がか
かる道路下に埋設した新管を補強するためなどに使用す
る管体の外周に鉄筋が配設された既設管内埋設管に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a pipe body used for rehabilitating an aged sewer pipe or for reinforcing a new pipe buried under a heavy load road. The present invention relates to an existing buried pipe in which a reinforcing bar is arranged on the outer circumference.

(従来の技術) 従来より、老朽化した既設管を更生する施工法として既
設管内に新管を挿入し、既設管と新管の間隙を裏込め用
コンクリートで充填硬化させる工法が行われている。し
かし、既設管と新管の間が裏込めコンクリートだけでは
強度を出すためにはコンクリートの厚さを厚くする必要
があり、管路の内径が小さくなる。そこで、コンクリー
ト層を鉄筋で補強することが特開昭56-131879号公報に
開示されている。すなわち、既設管の補強方法として既
設管内に篭状に編んだ鉄条筒を介して内挿管を挿入し、
既設管と内挿管との間にセメントミルクを充填・固化す
る方法が開示されている。
(Prior art) Conventionally, as a construction method for rehabilitating an aged existing pipe, a method of inserting a new pipe into the existing pipe and filling and hardening the gap between the existing pipe and the new pipe with backfill concrete has been performed. . However, if the backfilling concrete between the existing pipe and the new pipe alone is used, it is necessary to increase the thickness of the concrete in order to obtain strength, and the inner diameter of the pipeline becomes small. Therefore, Japanese Patent Laid-Open No. 56-131879 discloses that a concrete layer is reinforced with reinforcing bars. That is, as a reinforcing method of the existing pipe, insert the insertion pipe through the iron strip cylinder woven into the existing pipe,
A method of filling and solidifying cement milk between an existing pipe and an insertion pipe is disclosed.

(発明が解決しようとする課題) しかし、内挿管を補強するための篭状に編んだ鉄条筒を
既設管内に挿入することは、構造上円筒形を保持しにく
く、また径が大きいと重量が大となって既設管内への挿
入が困難となる。また、鉄条筒の配筋状態を内挿管と既
設管との間に上下均等に配置することは困難である。
(Problems to be Solved by the Invention) However, it is difficult to maintain the cylindrical shape because of the structure because it is difficult to maintain the cylindrical shape due to the structure, and the weight is increased when the diameter of the cage is increased due to the insertion of the iron rod tube woven into the cage for reinforcing the insertion tube. It becomes large and it becomes difficult to insert it into the existing pipe. In addition, it is difficult to arrange the reinforcing bar of the steel strip evenly between the insertion pipe and the existing pipe.

本発明は、係る実情に鑑みてなされたもので、簡便かつ
経済的に鉄筋を配筋した埋設管とし、これを既設管内に
挿入するようにした既設管内埋設管を提供することを目
的とする。
The present invention has been made in view of the above circumstances, and an object thereof is to provide an embedded pipe in which existing reinforcing pipes are simply and economically reinforced, and which is inserted into an existing pipe. .

(課題を解決するための手段) 本発明の既設管内埋設管は、既設管内へ挿入される管体
の外周面の周方向に、鉄筋を係止する係止部材と管体を
支持する支持具とを備えた環状の治具が設けられ、この
係止部材を介して管体の軸方向および周方向に鉄筋が配
設されたものである。
(Means for Solving the Problem) An existing pipe embedded tube according to the present invention includes a support member that supports a locking member that locks a reinforcing bar and a pipe body in a circumferential direction of an outer peripheral surface of a pipe body that is inserted into the existing pipe. An annular jig provided with is provided, and the reinforcing bars are arranged in the axial direction and the circumferential direction of the tubular body via the locking member.

(作用) 既設管内埋設管は、鉄筋を係止する係止部材と、管体を
支持する支持具とを備えた環状治具を管体の外周面に装
着し、この係止部材を介して管体の軸方向および周方向
に鉄筋を配設している。この状態で、鉄筋は係止部材に
よって確実,簡便かつ最適位置に取付けることができ
る。また、この埋設管を既設管内に押し込む場合、埋設
管を支持する支持具によって、埋設管は既設管内に同心
状となるようにして挿入することができる。そして、こ
の埋設管を挿入した状態で、埋設管の外周面には、鉄筋
が配設されているので、この既設管と埋設管との隙間に
コンクリートを流し固めることによって、鉄筋コンクリ
ート構造の管路を構成することができる。
(Operation) In the existing pipe embedded in the pipe, an annular jig including a locking member that locks the reinforcing bar and a support tool that supports the pipe is attached to the outer peripheral surface of the pipe, and the locking member is interposed. Reinforcing bars are arranged in the axial direction and the circumferential direction of the tubular body. In this state, the reinforcing bar can be securely, easily and easily attached to the optimum position by the locking member. Further, when the buried pipe is pushed into the existing pipe, the buried pipe can be inserted into the existing pipe in a concentric manner by a support tool that supports the buried pipe. In the state where this buried pipe is inserted, since reinforcing bars are arranged on the outer peripheral surface of the buried pipe, concrete is poured into the gap between the existing pipe and the buried pipe to solidify it, so that the pipeline of the reinforced concrete structure Can be configured.

(実施例) 以下、本発明の実施例を図面を参照して説明する。(Example) Hereinafter, the Example of this invention is described with reference to drawings.

第1図は、既設管内埋設管(以下、単に埋設管という)
1の全体構成の概略を示している。
Figure 1 shows a buried pipe in an existing pipe (hereinafter simply referred to as a buried pipe).
1 shows an outline of the entire configuration of No. 1.

同図において、埋設管1は管体2の外周面の周方向に、
環状の治具3を適当間隔で設け、この治具3に設けた係
止部材5を介して、管体2の外周に鉄筋7を配設すると
ともに、該治具3に設けた車輪(支持具)4によって管
体2を支持している。
In the figure, the buried pipe 1 is arranged in the circumferential direction of the outer peripheral surface of the tubular body 2.
The annular jigs 3 are provided at appropriate intervals, the reinforcing bars 7 are provided on the outer periphery of the tubular body 2 via the locking members 5 provided on the jigs 3, and the wheels (support The pipe body 2 is supported by the tool 4.

管体2は、一般市場で入手できる普通の管で、例えば、
硬質塩化ビニル管、ポリエチレン管等の合成樹脂管、中
間層にレジンコンクリート層を有するガラス繊維強化複
合管等が使用される。該管体2は、一端部にゴムパッキ
ンを取付けた挿入部2aを形成し、他端部に本体部分より
やや大口径となされた受け部2bを形成している。そし
て、この挿入部2aと受け部2bとによって、同直径の管体
2同士の接続が可能となっている。
The tube body 2 is an ordinary tube available on the general market, for example,
A hard vinyl chloride pipe, a synthetic resin pipe such as a polyethylene pipe, and a glass fiber reinforced composite pipe having a resin concrete layer as an intermediate layer are used. The tubular body 2 has an insertion portion 2a having a rubber packing attached at one end and a receiving portion 2b having a diameter slightly larger than that of the main body at the other end. The tube portions 2 having the same diameter can be connected by the insertion portion 2a and the receiving portion 2b.

治具3は、可撓性を有する鉄鋼板や合成樹脂板等で形成
した帯状部材6の外周面に複数個の車輪4および係止部
材5を取付けて構成している。そして、この帯状部材6
を管体2の周方向に沿って環状に固定している。
The jig 3 is configured by attaching a plurality of wheels 4 and locking members 5 to the outer peripheral surface of a belt-shaped member 6 formed of a flexible steel plate or synthetic resin plate. And this belt-shaped member 6
Are fixed in an annular shape along the circumferential direction of the tubular body 2.

車輪4は、ゴム,プラスチック,鋳物,鉄鋼等で形成し
たものである。この車輪4は、軸受板12に軸支された軸
13に取付けられ、軸受板12は連結杆14を介して帯状部材
6の外周面に取付けられている。なお、軸受板12は連結
杆14を介さず帯状部材6の外周面に直接取付けてもよ
い。また、車輪4として、いわゆる転輪でなく、球体状
のものを用いてもよい。さらに、これら複数個の車輪4
の取付位置は帯状部材6の外周面に等間隔であってもよ
いが、管底にあたる部分に多く取付けるようにしてもよ
い。また、車輪4と帯状部材6との間にスプリング等の
弾性体を介在させることによって、既設管15の内周面に
生じている凹凸等に車輪4を対応させて埋設管1の挿入
をスムーズにすることができる。また、車輪4は先端が
球面となった棒状体等で埋設管1を既設管内に支持し、
既設管内を移動し得る支持具であればよい。この支持具
は帯状部材6に対して突出する高さを調節できるように
なっているのが好ましい。
The wheel 4 is made of rubber, plastic, casting, steel or the like. The wheel 4 has a shaft supported by a bearing plate 12.
The bearing plate 12 is attached to the outer peripheral surface of the belt-shaped member 6 via a connecting rod 14. The bearing plate 12 may be directly attached to the outer peripheral surface of the belt-shaped member 6 without the connecting rod 14. Further, as the wheels 4, spherical wheels may be used instead of so-called rolling wheels. Furthermore, these plural wheels 4
The mounting positions may be equidistant on the outer peripheral surface of the strip-shaped member 6, but they may be mounted at a large number on the portion corresponding to the tube bottom. In addition, by interposing an elastic body such as a spring between the wheel 4 and the belt-shaped member 6, the wheel 4 is made to correspond to the unevenness or the like generated on the inner peripheral surface of the existing pipe 15 so that the embedded pipe 1 can be inserted smoothly. Can be In addition, the wheel 4 supports the embedded pipe 1 in the existing pipe by a rod-shaped body having a spherical tip,
Any support that can move in the existing pipe may be used. This support is preferably adapted to adjust the height of protrusion with respect to the belt-shaped member 6.

係止部材5は、帯状部材6の外周面に取付けられた係止
軸5aの先端に取付けられている。この係止部材5は、外
方向に開口し、軸方向鉄筋8の外周形状にあわせて凹状
に形成されたバネ板によって構成され、この外方向から
軸方向鉄筋8を押し込むことによって、軸方向鉄筋8を
弾性支持するようになされている。
The locking member 5 is attached to the tip of a locking shaft 5a attached to the outer peripheral surface of the belt-shaped member 6. The locking member 5 is composed of a spring plate that is open outward and is formed in a concave shape in accordance with the outer peripheral shape of the axial reinforcing bar 8. By pushing the axial reinforcing bar 8 from the outside, the locking member 5 is pressed. 8 is elastically supported.

鉄筋7は、管体2の長さと略同じ長さの軸方向鉄筋8
と、リング状に加工された周方向鉄筋9とで構成してい
る。軸方向鉄筋8は係止部材5に弾性支持されて管体2
の長手方向に配設される。周方向鉄筋9は、前記軸方向
鉄筋8の外周部に嵌め込まれて管体2の周方向に配設さ
れる。この軸方向鉄筋8と周方向鉄筋9とは、鉄筋結束
線(図示省略)によって、互いに結束される。また、軸
方向鉄筋8の一端部には、鉄筋連結用ソケット10を溶着
等によって接合している。
The reinforcing bar 7 is an axial reinforcing bar 8 having a length substantially the same as the length of the tubular body 2.
And a circumferential reinforcing bar 9 processed into a ring shape. The axial reinforcing bar 8 is elastically supported by the locking member 5 and
Are arranged in the longitudinal direction. The circumferential reinforcing bars 9 are fitted in the outer peripheral portion of the axial reinforcing bars 8 and arranged in the circumferential direction of the tubular body 2. The axial reinforcing bar 8 and the circumferential reinforcing bar 9 are bound together by a reinforcing bar binding line (not shown). Further, a socket 10 for connecting a reinforcing bar is joined to one end of the axial reinforcing bar 8 by welding or the like.

次に、埋設管1の施工方法について説明する。Next, a method of constructing the buried pipe 1 will be described.

まず、第2図に示すように、既設管15の開口部に設けた
ピット16に、クレーン17によって埋設管1を運び降ろ
す。次いで、この埋設管1を既設管15の内部に押し込
む。この際、埋設管1は車輪4によって支持されている
ので、既設管15の内部に容易に押し込むことができる。
以下、同様にして埋設管1を既設管15のピット16に運び
降ろして、該既設管15の内部に押し込む。これによっ
て、管体2は、第3図および第4図に示すように、該管
体2に設けた受け部2aと挿入部2bとが嵌合して一体とな
る。一方、鉄筋7は、軸方向鉄筋8の一方に設けた鉄筋
結束用ソケット10に他の埋設管1の軸方向鉄筋8が挿入
されて一体につながる。この状態で埋設管1は、該埋設
管1と既設管15との隙間に鉄筋7が配設された状態とな
る。その後、この埋設管1と既設管15との隙間にコンク
リート18を流し固める。これによって、既設管内に鉄筋
コンクリート構造の新管を容易に構成することができ
る。
First, as shown in FIG. 2, the buried pipe 1 is carried down by the crane 17 into the pit 16 provided in the opening of the existing pipe 15. Next, the buried pipe 1 is pushed into the existing pipe 15. At this time, since the buried pipe 1 is supported by the wheels 4, it can be easily pushed into the existing pipe 15.
Thereafter, similarly, the buried pipe 1 is carried down to the pit 16 of the existing pipe 15 and pushed into the existing pipe 15. As a result, as shown in FIGS. 3 and 4, the tubular body 2 is integrated with the receiving portion 2a provided on the tubular body 2 and the inserting portion 2b. On the other hand, the reinforcing bars 7 are integrally connected by inserting the axial reinforcing bars 8 of the other buried pipe 1 into the reinforcing bar binding socket 10 provided on one of the axial reinforcing bars 8. In this state, the buried pipe 1 is in a state in which the reinforcing bars 7 are arranged in the gap between the buried pipe 1 and the existing pipe 15. Then, concrete 18 is poured and solidified in the gap between the buried pipe 1 and the existing pipe 15. As a result, a new pipe having a reinforced concrete structure can be easily formed in the existing pipe.

なお、本発明における係止部材5は、本実施例のものに
限定されず、第5図(a)〜(d)に示すようなもので
あってもよい。すなわち、第5図(a)は帯状部材6の
外周面に平板状の係止部材20を立設し、該係止部材20の
外周縁部に設けた溝部20aに軸方向鉄筋8を挿通するよ
うにしたものである。第5図(b)は帯状部材6の外周
面に軸方向鉄筋8を係止するバネ板21を直接設けて、軸
方向鉄筋8が帯状部材6に当接した状態で配設できるよ
うにしたものである。第5図(c)は帯状部材6の外周
面に鉤状の突起部22を設け、この鉤状の突起部22に軸方
向鉄筋8を配設するようにしたものである。第5図
(d)は係止軸5aの高さを変えて、異なる同心円上に2
段に軸方向鉄筋8と周方向鉄筋9を配設できるようにし
たものである。
The locking member 5 in the present invention is not limited to that of this embodiment, and may be one as shown in FIGS. 5 (a) to (d). That is, in FIG. 5A, a flat plate-shaped locking member 20 is provided upright on the outer peripheral surface of the belt-shaped member 6, and the axial reinforcing bar 8 is inserted into the groove 20a provided on the outer peripheral edge of the locking member 20. It was done like this. In FIG. 5 (b), a spring plate 21 for locking the axial reinforcing bar 8 is directly provided on the outer peripheral surface of the strip-shaped member 6 so that the axial reinforcing bar 8 can be arranged in a state of being in contact with the strip-shaped member 6. It is a thing. In FIG. 5 (c), a hook-shaped protrusion 22 is provided on the outer peripheral surface of the strip-shaped member 6, and the axial reinforcing bar 8 is arranged on the hook-shaped protrusion 22. In Fig. 5 (d), the height of the locking shaft 5a is changed so that two different concentric circles are provided.
The axial reinforcing bars 8 and the circumferential reinforcing bars 9 can be arranged in the steps.

(発明の効果) 以上述べたように、本発明によると、鉄筋を係止部材に
よって確実,簡便かつ最適位置に取付けることができる
とともに、埋設管を既設管内に同心状に挿入して、埋設
管と既設管との間に均等に鉄筋を配設することができる
ので、目標強度に合った管路を最適かつ経済的に構成す
ることができる。
(Effect of the invention) As described above, according to the present invention, the reinforcing bar can be securely, easily and optimally attached to the optimum position by the locking member, and the embedded pipe can be inserted concentrically into the existing pipe. Since the reinforcing bars can be evenly arranged between the existing pipe and the existing pipe, the pipe line suitable for the target strength can be optimally and economically constructed.

【図面の簡単な説明】 第1図ないし第5図は本発明の図面を示し、第1図
(a)は埋設管の全体構成の概略を示す側面図、第1図
(b)は第1図(a)におけるI-I線断面図、第2図は
埋設管をピット内に運び降ろす状態を示す説明図、第3
図は埋設管を既設管内へ挿入する状態を示す説明図、第
4図(a)は既設管内へ埋設管を挿入した状態を示す要
部の部分破断側面図、第4図(b)は第4図(a)にお
けるIV-IV線断面図、第4図(c)は第4図(a)にお
ける一点鎖線で囲んだ部分の拡大図、第5図(a)〜
(d)は係止部材の変形例を一部省略して示す正面図及
び断面図である。 1……既設管内埋設管、2……管体 3……治具、4……車輪(支持具) 5……係止部材、7……鉄筋 15……既設管
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 to FIG. 5 show the drawings of the present invention, FIG. 1 (a) is a side view showing the outline of the entire construction of a buried pipe, and FIG. 1 (b) is a first view. FIG. 2A is a sectional view taken along line II in FIG. 2A, and FIG. 2 is an explanatory view showing a state in which the buried pipe is carried down into the pit.
The figure is an explanatory view showing a state in which the buried pipe is inserted into the existing pipe, FIG. 4 (a) is a partially cutaway side view of a main part showing a state in which the buried pipe is inserted into the existing pipe, and FIG. Fig. 4 (a) is a cross-sectional view taken along the line IV-IV, Fig. 4 (c) is an enlarged view of a portion surrounded by a chain line in Fig. 4 (a), and Fig. 5 (a)-
(D) is a front view and a cross-sectional view showing a modified example of the locking member with a part thereof omitted. 1 …… Embedded pipe in existing pipe, 2 …… Tube 3 …… Jig, 4 …… Wheel (support tool) 5 …… Locking member, 7 …… Reinforcing bar 15 …… Existing pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】既設管内へ挿入される管体の外周面の周方
向に、鉄筋を係止する係止部材と管体を支持する支持具
とを備えた環状の治具が設けられ、この係止部材を介し
て管体の軸方向および周方向に鉄筋が配設されたことを
特徴とする既設管内埋設管。
1. An annular jig having a locking member for locking a reinforcing bar and a support tool for supporting the tubular body is provided in the circumferential direction of an outer peripheral surface of the tubular body inserted into an existing pipe. A pipe embedded in an existing pipe, wherein reinforcing bars are arranged in the axial direction and the circumferential direction of the pipe body via locking members.
JP1552889A 1989-01-25 1989-01-25 Buried pipe in existing pipe Expired - Fee Related JPH06105111B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1552889A JPH06105111B2 (en) 1989-01-25 1989-01-25 Buried pipe in existing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1552889A JPH06105111B2 (en) 1989-01-25 1989-01-25 Buried pipe in existing pipe

Publications (2)

Publication Number Publication Date
JPH02199391A JPH02199391A (en) 1990-08-07
JPH06105111B2 true JPH06105111B2 (en) 1994-12-21

Family

ID=11891311

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1552889A Expired - Fee Related JPH06105111B2 (en) 1989-01-25 1989-01-25 Buried pipe in existing pipe

Country Status (1)

Country Link
JP (1) JPH06105111B2 (en)

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JP2014013066A (en) * 2012-07-05 2014-01-23 Sekisui Chem Co Ltd Pipe body conveyance tool and conveyance method of pipe body

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TW490386B (en) * 2000-05-01 2002-06-11 Ashimori Ind Co Ltd Duct repairing material, repairing structure, and repairing method
KR101145745B1 (en) * 2011-05-30 2012-05-16 주식회사 창진 Cylindrical pipe and reparing method for inner surface of drainage conduit using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014013066A (en) * 2012-07-05 2014-01-23 Sekisui Chem Co Ltd Pipe body conveyance tool and conveyance method of pipe body

Also Published As

Publication number Publication date
JPH02199391A (en) 1990-08-07

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