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JP2602152B2 - Method and apparatus for filling inner and outer voids of sheath tube - Google Patents
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JP2602152B2 - Method and apparatus for filling inner and outer voids of sheath tube - Google Patents

Method and apparatus for filling inner and outer voids of sheath tube

Info

Publication number
JP2602152B2
JP2602152B2 JP19936792A JP19936792A JP2602152B2 JP 2602152 B2 JP2602152 B2 JP 2602152B2 JP 19936792 A JP19936792 A JP 19936792A JP 19936792 A JP19936792 A JP 19936792A JP 2602152 B2 JP2602152 B2 JP 2602152B2
Authority
JP
Japan
Prior art keywords
filling
pipe
gap
sheath tube
sheath
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
JP19936792A
Other languages
Japanese (ja)
Other versions
JPH0650464A (en
Inventor
安弘 松尾
和之 太田
直之 舛田
富之 鬼頭
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.)
JFE Engineering Corp
Original Assignee
JFE Engineering Corp
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 JFE Engineering Corp filed Critical JFE Engineering Corp
Priority to JP19936792A priority Critical patent/JP2602152B2/en
Publication of JPH0650464A publication Critical patent/JPH0650464A/en
Application granted granted Critical
Publication of JP2602152B2 publication Critical patent/JP2602152B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Lining And Supports For Tunnels (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、推進工法によって敷設
された推進管(さや管)と地山との間、及び推進管とそ
の内部に引込んだ本管との間にそれぞれ形成された空隙
に、効率よく充填材を充填するさや管の内外空隙充填方
法及び装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is formed between a propulsion pipe (sheath pipe) laid by a propulsion method and a ground, and between a propulsion pipe and a main pipe drawn into the inside thereof. The present invention relates to a method and an apparatus for filling a gap inside and outside a sheath tube for efficiently filling a gap with a filler.

【0002】[0002]

【従来の技術】推進工法によって推進管を敷設した場
合、敷設完了後、推進による影響で地表面に地盤沈下等
が発生するのを防止するため、推進管と地山との間に形
成された空隙に推進管内からモルタル等の裏込め材を充
填していた(例えば特開昭62−266288号公報の
第5図参照)。
2. Description of the Related Art When a propulsion pipe is laid by a propulsion method, it is formed between the propulsion pipe and the ground in order to prevent land subsidence or the like from occurring on the ground surface due to propulsion after completion of the laying. The gap was filled with a backfill material such as mortar from the inside of the propulsion pipe (see, for example, FIG. 5 of JP-A-62-266288).

【0003】この充填工法は、小径のモルタル運搬用の
充填管をセグメントの天井に設置し、セグメント内にお
いて作業者が充填管の奥の方から一定区間を土のうで仕
切り、この仕切った区間内に充填管からモルタルを送り
込み、充填管の切断口からモルタルを吐出させて空隙内
に充填する。モルタルが固化したのち土のうを移動させ
てこれに続く区間を仕切り、この区間内モルタルを充填
する。このような作業を繰返すことにより、推進管と地
山との間に形成された空隙に、全長に亘ってモルタルを
充填する。
[0003] In this filling method, a small-diameter mortar-conveying filling pipe is installed on the ceiling of a segment, and in the segment, an operator partitions a certain section from the back of the filling pipe with a sandbag, and places the section within the partitioned section. The mortar is sent from the filling tube, and the mortar is discharged from the cut end of the filling tube to fill the gap. After the mortar is solidified, the sandbag is moved to partition the following section, and the mortar in this section is filled. By repeating such an operation, the gap formed between the propulsion pipe and the ground is filled with mortar over the entire length.

【0004】また、一般に推進管をさや管として使用
し、その内部に本管を引込んだ場合は、本管とさや管と
で形成する空隙にモルタル等の中詰め材が充填されてい
る(例えば特開昭62−266288号公報参照)。こ
のような中詰め材の充填には各種の工法が行なわれてい
るが、一般に配管によりさや管と本管との間に中詰め材
を注入し、固化させている。
In general, when a propulsion pipe is used as a sheath pipe and the main pipe is drawn into the inside, a gap formed by the main pipe and the sheath pipe is filled with a filling material such as mortar ( For example, see JP-A-62-266288). Various methods are used for filling such a filling material. In general, a filling material is injected between a sheath and a main pipe by a pipe to be solidified.

【0005】[0005]

【発明が解決しようとする課題】上記のような推進管と
地山との間に形成された空隙は、推進管の径が800m
m以上の場合はセグメント内に作業者を入れて土のうに
よる仕切作業等を行ない、裏込め材を充填することがで
きるが、管径が800mm未満の場合は、作業者による
このような作業は法律により禁止されている。このた
め、推進管の管径が800mm未満の場合は裏込めを行
なっていないのが実情であり、後日、地盤沈下等が発生
するおそれがあった。
The gap formed between the propulsion pipe and the ground as described above has a diameter of 800 m for the propulsion pipe.
If the pipe diameter is less than 800 mm, the work can be done by putting a worker in the segment, performing a partitioning operation with a sandbag, etc., and filling the backfill material. Prohibited by For this reason, when the pipe diameter of the propulsion pipe is less than 800 mm, backfill is not actually performed, and there is a possibility that land subsidence or the like may occur at a later date.

【0006】また、裏込め材を充填する場合も、一般に
裏込め作業は推進管の推進工事に含まれており、一方、
中詰め作業は配管工事に含まれているため、同じような
充填材料を使用した同じような作業を2回に分けて行な
っており、コストの上昇、工期の延長が避けられなかっ
た。
[0006] Also, when filling the backfill material, the backfill work is generally included in the propulsion work of the propulsion pipe.
Since the filling work is included in the plumbing work, the same work using the same filling material is performed in two steps, which inevitably increases the cost and extends the construction period.

【0007】本発明は、大径の推進管の場合は勿論、小
径の推進管の場合においても、中詰めと裏込めを連続し
て行うことにより地盤の沈下を防止し、作業を簡素化し
てコストの低減、工期の短縮をはかることのできるさや
管の内外空隙充填方法及び装置を得ることを目的とした
ものである。
According to the present invention, not only in the case of a large-diameter propulsion tube but also in the case of a small-diameter propulsion tube, continuous filling and backfilling are performed to prevent ground subsidence and simplify the operation. An object of the present invention is to provide a method and an apparatus for filling gaps inside and outside a pipe, which can reduce the cost and the construction period.

【0008】[0008]

【課題を解決するための手段】本発明に係るさや管の内
外空隙充填方法は、推進工法によって敷設したさや管と
地山との間に形成された第1の空隙及び前記さや管とそ
の中に引込んだ本管との間に形成された第2の空隙にそ
れぞれ充填材を充填する方法において、前記第2の空隙
の一方の側に開口する注入管から該第2の空隙に充填材
を圧送して充填し、該第2の空隙の中詰めが完了したの
ちも引続き充填材を圧送し、逆止弁を介して前記第1の
空隙に充填材を充填して裏込めを行なうようにしたもの
である。
SUMMARY OF THE INVENTION According to the present invention, there is provided a method for filling inner and outer cavities of a sheath tube, comprising: a first cavity formed between a sheath tube laid by a propulsion method and a ground; Filling each of the second gaps formed between the main pipe and the main pipe drawn into the second pipe with a filler from an injection pipe opening on one side of the second gap to the second gap. After the filling of the second space is completed, the filling material is continuously pressure-fed even after the filling of the second space is completed, and the first space is filled with the filling material via a check valve to perform backfilling. It was made.

【0009】また、本発明に係るさや管の内外空隙充填
装置は、さや管の両端部を閉塞するシール部材と、圧力
計を有し一端が充填材の圧送ポンプに接続され、他端が
前記第2の空隙の一方の側に開口する注入管と、リリー
ス弁を有し一端が前記第2の空隙の他方の側に開口し、
他端が大気中に開口するリリース管と、さや管内に設け
られ、該さや管に設けた少なくとも1個の開口部を開閉
する逆止弁を備えたものである。
Further, the apparatus for filling the inner and outer gaps of a sheath tube according to the present invention has a seal member for closing both ends of the sheath tube, a pressure gauge, one end of which is connected to a pressure-feeding pump for filling, and the other end of which is connected to the above-mentioned pump. An injection pipe that opens on one side of the second gap, a release valve, one end of which opens on the other side of the second gap;
It has a release tube having the other end open to the atmosphere, and a check valve provided in the sheath tube and opening and closing at least one opening provided in the sheath tube.

【0010】[0010]

【作用】本管が引込まれたさや管の両端部をシール部材
で閉塞し、リリーフ弁を開にセットする。この状態で第
2の空隙に充填材を注入し、充填する。充填が終ったと
きはリリーフ弁を閉じ、充填材の圧送を継続する。これ
により、逆止弁が充填材の注入圧により開状態になり、
充填材は逆止弁を介して第1の空隙に注入される。この
ようにして連続作業により中詰め及び裏込めを完了す
る。
The sheath is retracted and both ends of the sheath are closed with seal members, and the relief valve is set to open. In this state, the filler is injected and filled into the second gap. When the filling is completed, the relief valve is closed and the pumping of the filler is continued. As a result, the check valve is opened by the injection pressure of the filler,
Filler is injected into the first gap via a check valve. In this manner, the filling and backfilling are completed by the continuous operation.

【0011】[0011]

【実施例】図1は本発明実施例の説明図である。図にお
いて、2は地山1に設けた発進立坑、3は同じく到達立
坑である。5は推進工法により発進立坑2と到達立坑3
との間に敷設された推進管で、本発明においては、さや
管として使用するので、以下の説明ではさや管という。
6はさや管5内に1個又は2個以上取付けられた常閉の
逆止弁で、さや管5に設けた開口部(図示せず)を開閉
する。7は地山1とさや管5との間に形成された第1の
空隙である。
FIG. 1 is an explanatory view of an embodiment of the present invention. In the figure, reference numeral 2 denotes a starting shaft provided on the ground 1 and reference numeral 3 denotes a reaching shaft. 5 is the starting shaft 2 and the reaching shaft 3 by the propulsion method
In the present invention, the propulsion pipe is used as a sheath pipe, and is referred to as a sheath pipe in the following description.
Reference numeral 6 denotes a normally closed check valve attached to one or more sheath pipes 5 for opening and closing an opening (not shown) provided in the sheath pipe 5. Reference numeral 7 denotes a first gap formed between the ground 1 and the sheath tube 5.

【0012】8はさや管5内に引込まれた本管で、さや
管5との間には第2の空隙9が形成されている。10
a,10bはさや管5の両端開口部を閉塞するシール部
材である。
Reference numeral 8 denotes a main pipe drawn into the sheath tube 5, and a second gap 9 is formed between the main tube 8 and the sheath tube 5. 10
Reference numerals a and 10b denote sealing members for closing the openings at both ends of the sheath tube 5.

【0013】11は地上に設けたミキサー、12はミキ
サー11で生成されたモルタルの如き中詰め材、裏込め
材(以下充填材という)の圧送ポンプ、13は一端が圧
送ポンプ12の吐出口に接続された充填材の注入管で、
さや管5と本管8との間、したがって第2の空隙9内の
発進立坑2側に開口している。14は圧送ポンプ12の
吐出口近傍において注入管13に設けた流量計、15は
注入管13に設けた圧力計、16は同じく開閉弁であ
る。20は一端が第2の空隙9内の到達立坑3側に開口
し、他端が大気中に開口するリリーフ管で、リリーフ弁
21を備えている。
Reference numeral 11 denotes a mixer provided on the ground; 12, a pump for feeding a filling material such as mortar and backfilling material (hereinafter referred to as “filling material”) generated by the mixer 11; With connected filler injection tube,
It is open between the sheath pipe 5 and the main pipe 8, and thus in the second space 9 on the side of the starting shaft 2. 14 is a flow meter provided in the injection pipe 13 near the discharge port of the pressure pump 12, 15 is a pressure gauge provided in the injection pipe 13, and 16 is an on-off valve. Reference numeral 20 denotes a relief pipe having one end opening toward the arrival shaft 3 in the second gap 9 and the other end opening to the atmosphere, and having a relief valve 21.

【0014】次に、図1〜図3を参照して本発明の作用
を説明する。先ず、推進工法により敷設されたさや管5
内に本管8を引込み、さや管5の両端開口部をシール部
材10a,10bで閉塞し、注入管13及びリリーフ管
20をセットして開閉弁16及びリリーフ弁21を開に
セットする。
Next, the operation of the present invention will be described with reference to FIGS. First, the sheath pipe 5 laid by the propulsion method
The main pipe 8 is drawn in, the both ends of the sheath pipe 5 are closed with sealing members 10a and 10b, the injection pipe 13 and the relief pipe 20 are set, and the on-off valve 16 and the relief valve 21 are set to open.

【0015】この状態で圧送ポンプ12を駆動して充填
材を圧送し、さや管5と本管8との間に形成された第2
の空隙9に充填材25を注入し、中詰めを行なう。 中
詰めが進行して図2に示すように充填材25が到達立坑
3側に達すると、リリーフ管20から空気と共に充填材
25が流出するので、中詰めが完了したことを検知でき
る。
In this state, the pressure-feeding pump 12 is driven to pressure-feed the filler, and the second material formed between the sheath pipe 5 and the main pipe 8 is formed.
The filling material 25 is injected into the gap 9 of the above, and filling is performed. When the filling 25 proceeds to the arrival shaft 3 as shown in FIG. 2, the filling 25 flows out together with the air from the relief pipe 20, so that the completion of the filling can be detected.

【0016】中詰めが完了したときはリリーフ弁21を
閉じ、引続き充填材25の圧送を継続する。これによ
り、第2の空隙9内に設けられた逆止弁6が充填材25
の注入圧により開状態になり、図3に示すように、充填
材25が逆止弁6を介してさや管5に設けた開口部か
ら、地山1とさや管5との間に形成された第1の空隙7
に注入され、裏込めが開始される。
When the filling is completed, the relief valve 21 is closed, and the feeding of the filler 25 is continued. Thereby, the check valve 6 provided in the second gap 9 is
As shown in FIG. 3, the filler 25 is formed between the ground 1 and the sheath tube 5 through the opening provided in the sheath tube 5 via the check valve 6 as shown in FIG. First void 7
And backfilling is started.

【0017】裏込めが完了すると注入管13内の圧力が
急激に上昇するので、圧力計15でこれを検知して圧送
ポンプ12を停止し、開閉弁16を閉じて中詰め及び裏
込め作業を完了する。なお、裏込め作業中に第2の空隙
9内に過大な圧力が作用したときは、リリーフ弁21が
作動して内圧を減じるので、さや管5や本管8あるいは
注入機材等を損傷することはない。中詰め及び裏込め作
業が完了したときは注入管13及びリリーフ管20を撤
収するが、逆止弁6は埋め殺しにする。
When the backfilling is completed, the pressure in the injection pipe 13 rises sharply. Therefore, this is detected by the pressure gauge 15, the pump 12 is stopped, the on-off valve 16 is closed, and the filling and backfilling work are performed. Complete. If an excessive pressure acts in the second gap 9 during the backfilling operation, the relief valve 21 is operated to reduce the internal pressure, so that the sheath 5, the main pipe 8, the injection equipment and the like may be damaged. There is no. When the filling and backfilling work is completed, the injection pipe 13 and the relief pipe 20 are withdrawn, but the check valve 6 is buried.

【0018】[0018]

【発明の効果】以上詳記したように、本発明によれば、
作業者がセグメント内に立入ることなく、継続した1回
の作業によりさや管の中詰めと裏込めを行なうようにし
たので、さや管の管径の大小に関係なく中詰め及び裏込
めを行なうことができる。このため、後日地盤沈下等が
発生するおそれがなく、その上安全で、コストの低減、
工期の短縮等を実現することができる。
As described above in detail, according to the present invention,
Since the pod tube is packed and backfilled by one continuous operation without the operator entering the segment, the stuffing and backfilling are performed regardless of the pipe diameter of the pod tube. be able to. Therefore, there is no possibility that land subsidence or the like will occur at a later date.
It is possible to shorten the construction period and the like.

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

【図1】本発明実施例の説明図である。FIG. 1 is an explanatory diagram of an embodiment of the present invention.

【図2】本発明実施例の作用説明図である。FIG. 2 is an operation explanatory view of the embodiment of the present invention.

【図3】本発明実施例の作用説明図である。FIG. 3 is an operation explanatory view of the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

5 さや管 6 逆止弁 7 第1の空隙 8 本管 9 第2の空隙 10a,10b シール部材 12 圧送ポンプ 13 注入管 15 圧力計 20 リリーフ管 21 リリーフ弁 25 充填材 Reference Signs List 5 sheath pipe 6 check valve 7 first gap 8 main pipe 9 second gap 10a, 10b sealing member 12 pressure pump 13 injection pipe 15 pressure gauge 20 relief pipe 21 relief valve 25 filler

───────────────────────────────────────────────────── フロントページの続き (72)発明者 舛田 直之 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 鬼頭 富之 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (56)参考文献 特開 平2−11985(JP,A) 特開 昭64−26082(JP,A) 特開 昭62−266288(JP,A) 実開 平4−30195(JP,U) ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Naoyuki Masuda 1-1-2 Marunouchi, Chiyoda-ku, Tokyo Inside Nippon Kokan Co., Ltd. (72) Inventor Tomiyuki Kito 1-1-2 Marunouchi, Chiyoda-ku, Tokyo Japan (56) References JP-A-2-11985 (JP, A) JP-A-64-26082 (JP, A) JP-A-62-266288 (JP, A) JP-A-4-30195 (JP, A) , U)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 推進工法によって敷設したさや管と地山
との間に形成された第1の空隙及び前記さや管とその中
に引込んだ本管との間に形成された第2の空隙にそれぞ
れ充填材を充填する方法において、 前記第2の空隙の一方の側に開口する注入管から該第2
の空隙に充填材を圧送して充填し、該第2の空隙の中詰
めが完了したのちも引続き充填材を圧送し、逆止弁を介
して前記第1の空隙に充填材を充填して裏込めを行なう
ことを特徴とするさや管の内外空隙充填方法。
1. A first gap formed between a sheath tube laid by a propulsion method and a ground, and a second gap formed between the sheath tube and a main pipe drawn into the sheath tube. In the method of filling each with a filler, the injection pipe opened on one side of the second space is used to fill the second space.
And filling the second gap with the filler through a check valve, and filling the second gap with the filler after the filling of the second gap is completed. A method of filling inner and outer voids of a sheath tube, which comprises backfilling.
【請求項2】 推進工法によって敷設したさや管と地山
との間に形成された第1の空隙及び前記さや管とその中
に引込んだ本管との間に形成された第2の空隙にそれぞ
れ充填材を充填する装置において、 前記さや管の両端部を閉塞するシール部材と、 圧力計を有し、一端が充填材の圧送ポンプに接続され、
他端が前記第2の空隙の一方の側に開口する注入管と、 リリース弁を有し、一端が前記第2の空隙の他方の側に
開口し、他端が大気中に開口するリリース管と、 前記さや管内に設けられ、該さや管に設けた少なくとも
1個の開口部を開閉する逆止弁とを備えたことを特徴と
するさや管の内外空隙充填装置。
2. A first gap formed between a sheath pipe laid by a propulsion method and a ground, and a second gap formed between the sheath pipe and a main pipe drawn therein. In each of the apparatus for filling a filler, a seal member for closing both ends of the sheath tube, and a pressure gauge, one end is connected to a filler pump for filling,
An injection pipe having the other end open to one side of the second gap; and a release pipe having a release valve, one end opening to the other side of the second gap, and the other end opening to the atmosphere. And a check valve provided in the sheath tube for opening and closing at least one opening provided in the sheath tube.
JP19936792A 1992-07-27 1992-07-27 Method and apparatus for filling inner and outer voids of sheath tube Expired - Fee Related JP2602152B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19936792A JP2602152B2 (en) 1992-07-27 1992-07-27 Method and apparatus for filling inner and outer voids of sheath tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19936792A JP2602152B2 (en) 1992-07-27 1992-07-27 Method and apparatus for filling inner and outer voids of sheath tube

Publications (2)

Publication Number Publication Date
JPH0650464A JPH0650464A (en) 1994-02-22
JP2602152B2 true JP2602152B2 (en) 1997-04-23

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JP19936792A Expired - Fee Related JP2602152B2 (en) 1992-07-27 1992-07-27 Method and apparatus for filling inner and outer voids of sheath tube

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JP4795095B2 (en) * 2006-04-25 2011-10-19 清廣 長谷川 Improvement method of buried pipe
JP4847881B2 (en) * 2007-01-22 2011-12-28 吉佳株式会社 Existing pipe repair method and existing pipe repair system used for the method
JP6230284B2 (en) * 2013-06-13 2017-11-15 株式会社栗本鐵工所 Existing pipe renewal method

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JPH0650464A (en) 1994-02-22

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