JP2567352B2 - Method for embedding resin pipe and pipe support used in the method - Google Patents

Method for embedding resin pipe and pipe support used in the method

Info

Publication number
JP2567352B2
JP2567352B2 JP6250894A JP25089494A JP2567352B2 JP 2567352 B2 JP2567352 B2 JP 2567352B2 JP 6250894 A JP6250894 A JP 6250894A JP 25089494 A JP25089494 A JP 25089494A JP 2567352 B2 JP2567352 B2 JP 2567352B2
Authority
JP
Japan
Prior art keywords
pipe
resin pipe
steel segment
pipe support
resin
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
JP6250894A
Other languages
Japanese (ja)
Other versions
JPH08113977A (en
Inventor
勝 江里口
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.)
ERIGUCHI SANGYO KK
Original Assignee
ERIGUCHI SANGYO 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 ERIGUCHI SANGYO KK filed Critical ERIGUCHI SANGYO KK
Priority to JP6250894A priority Critical patent/JP2567352B2/en
Publication of JPH08113977A publication Critical patent/JPH08113977A/en
Application granted granted Critical
Publication of JP2567352B2 publication Critical patent/JP2567352B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、下水路形成用としての
樹脂製パイプの埋設方法及びその埋設方法で使用するパ
イプ支持具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for burying a resin pipe for forming a sewer and a pipe support used in the method.

【0002】[0002]

【従来の技術】従来、下水路は、地中に貫設したトンネ
ルの内周壁に鋼製セグメントを設け、その鋼製セグメン
トの内周面に厚いコンクリートの壁を形成した構造であ
った。そのような下水路は、コンクリートの打設による
作業性の悪さに加え、コンクリートの肌が荒いために管
内抵抗が大きく、大きな傾斜角度が要求されるし、水密
性保持のために厚くしなければならないので、既設の建
造物を回避するのに不利である。又、汚水に対する耐食
性も低く、耐用年数も短かい。そこで樹脂製パイプ(合
成樹脂製の複合管)を採用した下水路の施工が試みられ
ている。その場合、樹脂製パイプは、地中に貫設したト
ンネルの内周壁に鋼製セグメントを設け、その鋼製セグ
メントで囲まれた空間内に樹脂製パイプを配置して芯出
しを行ない、図6に示す如く、下部に枕材10を当てが
うと共に、樹脂製パイプ9の外周にワイヤ18を逆U字
状に巻き掛けてターンバックル19,19等で緊締し、
前記鋼製セグメント1との隙間へ部分的に当て木20,
20・・を挟み込んで夫々を楔21で固定し、樹脂製パ
イプ9の外周にエアモルタル17を充填することによっ
て埋設されている。
2. Description of the Related Art Conventionally, a sewer has a structure in which a steel segment is provided on the inner peripheral wall of a tunnel penetrating the ground, and a thick concrete wall is formed on the inner peripheral surface of the steel segment. In addition to poor workability due to concrete pouring, such sewers have a large internal resistance due to the rough skin of the concrete, a large inclination angle is required, and it must be thick to maintain watertightness. This is a disadvantage for avoiding existing structures because it does not happen. It also has low corrosion resistance to sewage and has a short service life. Therefore, construction of sewers using resin pipes (composite pipes made of synthetic resin) has been attempted. In that case, as for the resin pipe, a steel segment is provided on the inner peripheral wall of the tunnel penetrating in the ground, and the resin pipe is arranged in the space surrounded by the steel segment for centering. As shown in, while the pillow material 10 is applied to the lower portion, the wire 18 is wound around the resin pipe 9 in an inverted U shape and tightened with turnbuckles 19 and 19, etc.
The batten 20 is partially inserted in the gap with the steel segment 1,
.. are sandwiched and fixed by wedges 21, and the outer circumference of the resin pipe 9 is filled with air mortar 17 to be embedded.

【0003】[0003]

【発明が解決しようとする課題】エアーモルタルを充填
することによって、樹脂製パイプには大きな浮力が作用
するので、樹脂製パイプはワイヤの拘束を振り切ろうと
して変形し、ワイヤも延びる。変形によって鋼製セグメ
ントとの間隔が部分的に広くなると、その部分を支持し
ている当て木が脱落してしまうので、当て木の脱落によ
って支持を失った部分はより変形しやすくなり、変形や
位置ずれを起こしたままモルタルで固められてしまう可
能性が高く、一旦モルタルで固められてしまうと修正が
できないので、これは致命的な問題なのである。又当て
木はモルタル内に残留するから、腐敗してその部分が空
洞化することによってモルタル構造物の強度不足を招く
虞れも懸念される。
Since a large buoyancy acts on the resin pipe by filling it with air mortar, the resin pipe is deformed in an attempt to shake off the restraint of the wire and the wire also extends. If the distance between the steel segment and the steel segment is partially widened due to deformation, the batten supporting that part will fall off, so the part that lost its support due to the fall of the batten will be more likely to deform, This is a fatal problem because there is a high possibility that it will be hardened with mortar with misalignment, and once it is hardened with mortar, it cannot be corrected. Further, since the batten remains in the mortar, there is a concern that the mortar structure may lack strength due to decay and hollowing of the part.

【0004】[0004]

【課題を解決するための手段】本発明は、樹脂製パイプ
を強固且つ確実に支持し、設計通りの埋設を可能とする
もので、その構成は、地中に貫設したトンネルの内周壁
に鋼製セグメントを設け、その鋼製セグメントで囲まれ
た空間内に樹脂製パイプを配置して芯出しを行ない、下
部に枕材を当てがってその状態を維持すると共に、その
下部を除いた外周を、前記鋼製セグメントに基端が固着
されたパイプ支持具で中心方向に向けて押し付け支持
し、樹脂製パイプの外周にエアモルタルを充填する樹脂
製パイプの埋設方法と、頭部に、埋設すべきパイプの外
周に当接する当接板を備えた押えボルトと、その押えボ
ルトのねじ部に螺合されるナットと、前記押えボルトの
ねじ部を遊挿する筒状体の基部に、鋼製セグメントとの
結合部を有したホルダとで構成されるパイプ支持具とに
ある。そして前記パイプ支持具は、金属で形成される。
SUMMARY OF THE INVENTION The present invention firmly and reliably supports a resin pipe and enables burying as designed. The structure is such that the inner wall of a tunnel penetrating underground is provided. A steel segment was provided, and a resin pipe was placed in the space surrounded by the steel segment to perform centering, a pillow material was applied to the lower part to maintain that state, and the lower part was removed. The outer periphery is supported by pressing the steel segment toward the center with a pipe support fixed at the base end, and a resin pipe burying method for filling the outer periphery of the resin pipe with air mortar, and a head portion, A holding bolt having a contact plate that comes into contact with the outer periphery of the pipe to be embedded, a nut screwed into the screw portion of the holding bolt, and a base of a tubular body into which the screw portion of the holding bolt is loosely inserted, Holders with joints to steel segments In the composed pipe support between. The pipe support is made of metal.

【0005】[0005]

【作用】パイプを押し付け支持しているパイプ支持具
は、基端が鋼製セグメントに固着されているので、パイ
プが浮力を受けて変形し、鋼製セグメントとの間隔が広
がっても脱落せずに支持機能が維持される。またそのパ
イプ支持具は、ナットを回転させることにより長さの調
整が可能であるから、支持作業が簡単であるし、ねじ部
を筒状の基部に遊挿して押し付け方向に自由度を持たせ
ることによって、パイプと鋼製セグメントとの中心がず
れていても対応できる。そしてパイプ支持具は金属製で
あるが故、腐敗の心配はなく、むしろ補強効果が期待で
きる。
[Function] Since the base end of the pipe support that presses and supports the pipe is fixed to the steel segment, the pipe is deformed by buoyancy and does not fall off even if the space between it and the steel segment widens. The supporting function is maintained. Further, since the length of the pipe support can be adjusted by rotating the nut, the supporting work is easy, and the screw part is loosely inserted into the cylindrical base part to give the pressing direction a degree of freedom. This makes it possible to cope with the centers of the pipe and the steel segment being offset. And since the pipe support is made of metal, there is no concern about decay, and rather a reinforcing effect can be expected.

【0006】[0006]

【実施例】本発明に係る樹脂製パイプの埋設方法及びそ
の埋設方法で使用するパイプ支持具の実施一例を図面に
基いて説明する。1は鋼製セグメントであり、地中に貫
設されたトンネル2の内壁面に沿って枠組みされ、その
内底面にはパイプ搬送台車走行用のレール3が敷設さ
れ、前記トンネル2は、片端をパイプ搬入用の縦抗4に
開放している。地上には、パイプ吊り下げ用のクレーン
5が、前記縦抗4の真上を含む軌道5aに沿って走行可
能に架設され、縦抗4に隣接してエアモルタル注入プラ
ント6が設けられている。又鋼製セグメント1及び縦抗
4内には、エアモルタル注入パイプ、電力線、通信ケー
ブル等が配管、配線され、前記レール3の延長上にあた
る縦抗4内には、台車7、電動車輛8等が待機してい
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for burying a resin pipe according to the present invention and a pipe support used in the method for burying the resin pipe will be described with reference to the drawings. Reference numeral 1 denotes a steel segment, which is framed along the inner wall surface of a tunnel 2 penetrating underground, and a rail 3 for traveling a pipe carrier is laid on the inner bottom surface of the tunnel 2. It is open to the vertical axis 4 for pipe loading. A pipe hanging crane 5 is erected on the ground so as to be able to travel along a track 5a including immediately above the vertical shaft 4, and an air mortar injection plant 6 is provided adjacent to the vertical shaft 4. . Further, air mortar injection pipes, power lines, communication cables, etc. are piped and wired in the steel segment 1 and the vertical resistance 4, and in the vertical resistance 4, which is an extension of the rail 3, a carriage 7, an electric vehicle 8, etc. Is waiting.

【0007】樹脂製パイプの埋設作業は、トンネル2の
一番奥より開始するが、先ず樹脂製パイプ埋設部位に施
工された不要な配管や基材を撤去後、クレーン5を使っ
て地上より縦抗4内に搬入した樹脂製パイプ9を台車7
に載せ、電動車輛8で鋼製セグメント1内へ送り出す。
樹脂製パイプ9が所定位置に到着したら台車7を後退さ
せ、樹脂製パイプの芯出しを行なって位置及び姿勢を合
わせ、下部に枕材10を当てがってその状態を維持する
と共に、その枕材10が当てがわれた下部を除いた外周
を、前記鋼製セグメント1に基端が固着されたパイプ支
持具11で中心方向に向けて押し付け支持する(図
2)。
The burying work of the resin pipe is started from the innermost part of the tunnel 2. First, unnecessary pipes and base materials constructed at the burying site of the resin pipe are removed, and then the crane 5 is used to vertically extend from the ground. The resin pipe 9 carried in the anti-4 is carried by the dolly 7
Then, it is sent into the steel segment 1 by the electric vehicle 8.
When the resin pipe 9 arrives at the predetermined position, the carriage 7 is retracted, the resin pipe is centered to adjust the position and posture, and the pillow 10 is applied to the lower portion to maintain the state, and the pillow The outer periphery excluding the lower part to which the material 10 is applied is pressed and supported toward the center by the pipe support 11 having the base end fixed to the steel segment 1 (FIG. 2).

【0008】前記パイプ支持具11は、図3に示す如
く、頭部先端に、埋設すべき樹脂製パイプの外周湾曲面
と同じ曲率の当接板12を備えた押えボルト13と、そ
の押えボルト13のねじ部13aに螺合されるナット1
4と、筒状体16aの基部に、鋼製セグメントとの結合
部材であるマウント15を有したホルダ16とで構成さ
れ、ホルダ16に前記押えボルト13のねじ部13aを
遊挿し、ナット14を回動させることによって押えボル
ト13の突出長さを調整でき、マウント15は鋼製セグ
メント1に溶接される(図4)。尚、図に示す14aは
ワッシャである。
As shown in FIG. 3, the pipe support 11 has a holding bolt 13 having a contact plate 12 at the tip of its head, which has the same curvature as the outer peripheral curved surface of the resin pipe to be embedded, and the holding bolt. Nut 1 screwed into the screw portion 13a of the screw 13
4 and a holder 16 having a mount 15 as a coupling member with a steel segment at the base of the tubular body 16a. The screw portion 13a of the presser bolt 13 is loosely inserted into the holder 16 and the nut 14 is attached. By rotating, the protrusion length of the presser bolt 13 can be adjusted, and the mount 15 is welded to the steel segment 1 (FIG. 4). Incidentally, 14a shown in the drawing is a washer.

【0009】樹脂製パイプ9が確実に固定されたら、ト
ンネル2と樹脂製パイプ9との隙間を密閉し、最後に樹
脂製パイプ9の外周にエアモルタル17を充填する。モ
ルタルが固化したら次の樹脂製パイプを搬入し、先に埋
設された樹脂製パイプとの接続を済ませてから芯出し、
固定、モルタルの充填が繰り返し行なわれる。尚前記パ
イプ支持具11はオール鉄製で、モルタル内に埋設され
る。
When the resin pipe 9 is securely fixed, the gap between the tunnel 2 and the resin pipe 9 is sealed, and finally the outer periphery of the resin pipe 9 is filled with air mortar 17. When the mortar solidifies, carry in the next resin pipe, connect it with the resin pipe buried earlier, and then center it.
Fixing and filling of mortar are repeated. The pipe support 11 is made entirely of iron and is embedded in the mortar.

【0010】このようにして埋設された樹脂製パイプ
は、エアモルタルの注入によって浮力が働いて変形し、
当接板がパイプ面から離れてもパイプ支持具の脱落はな
いので、変形が少なく位置ずれを起すことはない。
The resin pipe buried in this way is deformed by the buoyancy acting by the injection of air mortar,
Even if the abutting plate is separated from the pipe surface, the pipe support does not fall off, so that the deformation is small and the displacement does not occur.

【0011】又芯出し位置された樹脂製パイプと鋼製セ
グメントとの中心がずれていても、図5に示す如くパイ
プ支持具の押さえ方向の自由度が大きいので確実に支持
でき、樹脂製パイプが鋼製セグメントに対して大きく偏
心している場合は、押えボルトのねじ部とホルダの筒状
部とを短くカットするだけで対応できる。尚本発明の埋
設方法において、樹脂パイプの搬入方法やトンネル周辺
の環境、パイプ支持具の構造及び形状は実施例に限定さ
れるものでないが、樹脂パイプを固定する際には、本発
明のパイプ支持具を利用するのが望ましい。そして本発
明のパイプ支持具は、ナットに十字方向に突出したハン
ドルを設け、スパナを使用せず回動できるようにした
り、マウントにボルト挿通孔を設けてボルトで結合する
ように付加機能の追加もできる。
Even if the centers of the resin pipe and the steel segment that are centered are deviated from each other, as shown in FIG. 5, there is a large degree of freedom in the pressing direction of the pipe support, so that they can be reliably supported. Is greatly eccentric with respect to the steel segment, it can be dealt with by simply cutting the threaded portion of the holding bolt and the cylindrical portion of the holder short. In the embedding method of the present invention, the method of carrying in the resin pipe, the environment around the tunnel, and the structure and shape of the pipe support are not limited to the examples, but when fixing the resin pipe, the pipe of the present invention is used. It is desirable to utilize supports. In the pipe support of the present invention, a nut is provided with a handle protruding in a cross direction so that the nut can be rotated without using a wrench, or a mount is provided with a bolt insertion hole so that an additional function is added so as to be coupled with a bolt. You can also

【0012】[0012]

【発明の効果】本発明の埋設方法によれば、モルタルで
固められた樹脂製パイプは地中内へ正確に埋設でき、施
工の信頼性が高い。又本発明のパイプ支持金具を採用す
ることによって、大幅な作業性の向上が図られ、耐久性
もアップされる。
According to the burying method of the present invention, the resin pipe hardened with mortar can be accurately buried in the ground, and the construction reliability is high. Further, by adopting the pipe support fitting of the present invention, the workability is greatly improved and the durability is also improved.

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

【図1】 本発明に係るパイプ埋設作業場の概要を示し
た説明図である。
FIG. 1 is an explanatory diagram showing an outline of a pipe burying workshop according to the present invention.

【図2】 パイプ固定の説明図である。FIG. 2 is an explanatory view of fixing a pipe.

【図3】 パイプ支持具の説明図である。FIG. 3 is an explanatory view of a pipe support tool.

【図4】 パイプ支持具によるパイプの支持操作を例示
した説明図である。
FIG. 4 is an explanatory view exemplifying a pipe supporting operation by a pipe supporting tool.

【図5】 パイプ支持具の機能説明図である。FIG. 5 is a functional explanatory diagram of a pipe support tool.

【図6】 従来例の説明図である。FIG. 6 is an explanatory diagram of a conventional example.

【符号の説明】[Explanation of symbols]

1・・鋼製セグメント、2・・トンネル、3・・レー
ル、4・・縦抗、5・・クレーン、5a・・軌道、6・
・エアモルタル注入プラント、7・・台車、8・・電動
車輛、9・・樹脂性パイプ、10・・枕材、11・・パ
イプ支持具、12・・当接板、13・・押えボルト、1
3a・・ねじ部、14・・ナット、14a・・ワッシ
ャ、15・・マウント、16・・ホルダ、17・・エア
モルタル、18・・ワイヤ、19・・ターンバックル、
20・・当て木、21・・楔。
1 ・ ・ Steel segment, 2 ・ ・ Tunnel, 3 ・ ・ Rail, 4 ・ ・ Vertical resistance, 5 ・ ・ Crane, 5a ・ ・ Track, 6 ・
・ Air mortar injection plant, 7 ・ ・ Bogie, 8 ・ ・ Electric vehicle, 9 ・ ・ Resin pipe, 10 ・ ・ Pillow material, 11 ・ ・ Pipe support, 12 ・ ・ Abutment plate, 13 ・ ・ Holding bolt, 1
3a ··· screw part, 14 · · nut, 14a · · washer, 15 · · mount, 16 · · holder, 17 · · air mortar, 18 · wire, 19 · turnbuckle,
20 ... Batten, 21 ... Wedge.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地中に貫設したトンネルの内周壁に鋼製
セグメントを設け、その鋼製セグメントで囲まれた空間
内に樹脂製パイプを配置して芯出しを行ない、下部に枕
材を当てがってその状態を維持すると共に、その下部を
除いた外周を、前記鋼製セグメントに基端が固着された
パイプ支持具で中心方向に向けて押し付け支持し、樹脂
製パイプの外周にエアモルタルを充填することを特徴と
する樹脂製パイプの埋設方法。
1. A steel segment is provided on an inner peripheral wall of a tunnel penetrating in the ground, a resin pipe is arranged in a space surrounded by the steel segment for centering, and a pillow material is provided at a lower portion. While maintaining this state by applying it, the outer periphery excluding the lower part is pressed and supported toward the center by a pipe support tool whose base end is fixed to the steel segment, and is supported on the outer periphery of the resin pipe. A method for burying a resin pipe, characterized by filling mortar.
【請求項2】 頭部に、埋設すべき樹脂製パイプの外周
に当接する当接板を備えた押えボルトと、その押えボル
トのねじ部に螺合されるナットと、前記押えボルトのね
じ部を遊挿する筒状体の基部に、鋼製セグメントとの結
合部を有したホルダとで構成される金属製のパイプ支持
具。
2. A holding bolt having a contact plate on its head, which comes into contact with the outer circumference of a resin pipe to be buried, a nut screwed into the screw portion of the holding bolt, and a screw portion of the holding bolt. A pipe support made of metal, which is composed of a holder having a joint with a steel segment on a base of a tubular body into which the pipe is loosely inserted.
JP6250894A 1994-10-17 1994-10-17 Method for embedding resin pipe and pipe support used in the method Expired - Fee Related JP2567352B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6250894A JP2567352B2 (en) 1994-10-17 1994-10-17 Method for embedding resin pipe and pipe support used in the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6250894A JP2567352B2 (en) 1994-10-17 1994-10-17 Method for embedding resin pipe and pipe support used in the method

Publications (2)

Publication Number Publication Date
JPH08113977A JPH08113977A (en) 1996-05-07
JP2567352B2 true JP2567352B2 (en) 1996-12-25

Family

ID=17214612

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6250894A Expired - Fee Related JP2567352B2 (en) 1994-10-17 1994-10-17 Method for embedding resin pipe and pipe support used in the method

Country Status (1)

Country Link
JP (1) JP2567352B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5179957B2 (en) * 2008-06-09 2013-04-10 株式会社栗本鐵工所 Pipeline rehabilitation method
JP6434928B2 (en) * 2016-03-17 2018-12-05 日立Geニュークリア・エナジー株式会社 Embedded metal setting member and embedded metal hardware equipped with the setting member
CN107816585B (en) * 2017-10-26 2024-04-16 中国石油集团渤海石油装备制造有限公司 Connecting device for large-caliber steel pipe and glass steel pipe
CN108708752B (en) * 2018-07-27 2023-11-24 西南交通大学 Temporary supporting device for TBM tunnel construction segment and bean gravel backfill grouting method

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