JP2000303798A - Device for lining existing tunnel - Google Patents

Device for lining existing tunnel

Info

Publication number
JP2000303798A
JP2000303798A JP11111582A JP11158299A JP2000303798A JP 2000303798 A JP2000303798 A JP 2000303798A JP 11111582 A JP11111582 A JP 11111582A JP 11158299 A JP11158299 A JP 11158299A JP 2000303798 A JP2000303798 A JP 2000303798A
Authority
JP
Japan
Prior art keywords
lining
existing tunnel
wheel
tube
lining tube
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.)
Pending
Application number
JP11111582A
Other languages
Japanese (ja)
Inventor
Tsukasa Matsumoto
司 松本
Kohei Masuda
康平 増田
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.)
Kyoei Kogyo Co Ltd
Original Assignee
Kyoei Kogyo 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 Kyoei Kogyo Co Ltd filed Critical Kyoei Kogyo Co Ltd
Priority to JP11111582A priority Critical patent/JP2000303798A/en
Publication of JP2000303798A publication Critical patent/JP2000303798A/en
Pending legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce the period and cost of construction work by eliminating the need to convey lining into an existing tunnel twice. SOLUTION: In this device by which lining pipes 2 each having a cross section slightly smaller than and analogous to the inner surface of an existing tunnel 1 are conveyed into the existing tunnel 1 to line the existing tunnel 1, the interval between the front wheel 18 and the rear wheel 19 of a truck 11 traveling within the existing tunnel 1 is set to be greater than the unit length L of the lining pipe 2, and a plurality of telescopic arms 15 supporting the lining pipe 2 from inside are provided between the front wheel 18 and the rear wheel 19 of the truck 11. A position alignment means 20 is provided for aligning the position of the front end 2a of the lining pipe 2 with the position of the rear end 2b of another leading lining pipe 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、上下水道や工業
用水道、あるいは農業用水道等に用いられている横杭
(以下、これらを単に「既設トンネル」という)が長期
間の使用により老朽化した場合に、その既設トンネルの
内面に鋼板等を内張りして補修する技術に関する。
BACKGROUND OF THE INVENTION The present invention relates to a horizontal pile (hereinafter simply referred to as "existing tunnel") used for water supply and sewage, industrial water supply, agricultural water supply, etc., which is deteriorated by long-term use. In this case, the present invention relates to a technique for repairing an existing tunnel by lining a steel plate or the like on the inner surface thereof.

【0002】[0002]

【従来の技術】この種の内張装置としては、従来より例
えば特公平3−68200号公報に開示されたものが知
られている。この内張装置10は、図2(A)(B)に
示すように、既設トンネル1内を走行する台車11に、
ジャッキ12で昇降される架台13を設け、この架台1
3に、左右のフック14・14及び17・17と、複数
の伸縮アーム15を備える上張保持具16とを着脱自在
に搭載し、上記下張材3a・3bや上張材4を個別に保
持して既設トンネル1内に順次搬入し、それらを接合す
るように構成されている。なお、図2(A)(B)中の
符号18は車輪を、25は上記架台13を左右に位置整
合するための操作ハンドルを、40はスペーサをそれぞ
れ示す。
2. Description of the Related Art As this type of lining device, a device disclosed in Japanese Patent Publication No. 3-68200 has been known. As shown in FIGS. 2 (A) and 2 (B), the lining device 10 is mounted on a bogie 11 traveling in the existing tunnel 1.
A pedestal 13 which is raised and lowered by a jack 12 is provided.
3, left and right hooks 14, 14 and 17, 17 and an upholstery holder 16 having a plurality of telescopic arms 15 are detachably mounted, and the lower upholsteries 3 a and 3 b and the upper upholstery 4 are individually mounted. It is configured to be held and sequentially carried into the existing tunnel 1 and joined together. In FIGS. 2A and 2B, reference numeral 18 denotes wheels, 25 denotes an operation handle for aligning the gantry 13 to the left and right, and 40 denotes a spacer.

【0003】既設トンネル内面への内張材の内張りは、
以下のようにして施工される。例えば図3に示すよう
に、既設トンネル1の内面よりも僅かに小さい相似形断
面の鋼板内張材2を、予め左右の下張材3a・3bと上
張材4とに分割して作成しておく。ここで、図3は既設
トンネル1内に上記内張材2を内張して補修が完了した
状態を示す縦断正面図であり、図3中の符号31は上記
内張材2の各接合箇所の接合用金具を、41は既設トン
ネル1と内張材2との隙間を埋めるセメントミルク等の
充填材を示す。
[0003] The lining of the lining material on the inner surface of the existing tunnel is as follows:
It is constructed as follows. For example, as shown in FIG. 3, a steel sheet lining material 2 having a similar cross-section slightly smaller than the inner surface of the existing tunnel 1 is prepared by dividing it into left and right lower lining materials 3 a and 3 b and upper lining material 4 in advance. Keep it. Here, FIG. 3 is a longitudinal sectional front view showing a state in which the above-mentioned lining material 2 is lining the existing tunnel 1 and the repair is completed, and reference numeral 31 in FIG. Reference numeral 41 denotes a filler such as cement milk which fills a gap between the existing tunnel 1 and the lining material 2.

【0004】図2(A)に示すように、上記内張装置1
0の左右一対のフック14・14で左右一対の下張材3
a・3bの各掛止具33・33を掛止するとともに、下
部のフック17・17で上記下張材3a・3bの各掛止
具34・34を掛止して既設トンネル1内に搬入する。
そして先に敷設してある下張材3a・3bとその端面を
位置整合して溶接する。
[0004] As shown in FIG.
0 pair of left and right hooks 14
a and 3b, and the lower hooks 17 and 17 are used to hook the lower cladding members 3a and 3b with the respective hooks 34 and 34, and are carried into the existing tunnel 1. I do.
Then, the underlaying members 3a and 3b laid earlier and the end faces thereof are aligned and welded.

【0005】図2(B)に示すように、上記内張装置1
0の複数の伸縮アーム15で上張材4を担持するととも
に、左右一対のフック14・14で上張材4の各掛止具
35・35を掛止して既設トンネル1内に当該上張材4
を搬入し、上記下張材3a・3bの左右両辺に上張材4
の左右両辺を位置整合する。そして先に敷設してある上
張材4とその端面を位置整合してそれぞれ接合面を溶接
する。なお、不要になった上記各掛止具33〜35は溶
断する。最後に図3に示すように、既設トンネル1と上
記内張材2との隙間にセメントミルク等の硬化材41を
充填する。
[0005] As shown in FIG.
In addition, the plurality of telescopic arms 15 carry the upholstery material 4 and the hooks 35 of the upholstery material 4 are hooked by a pair of left and right hooks 14, respectively. Lumber 4
And the upper lining material 4 is placed on the left and right sides of the lower lining materials 3a and 3b.
The left and right sides are aligned. Then, the upper lining material 4 previously laid and the end surfaces thereof are aligned and each joint surface is welded. In addition, the above-mentioned hooks 33 to 35 which are no longer needed are melted. Finally, as shown in FIG. 3, a hardening material 41 such as cement milk is filled in a gap between the existing tunnel 1 and the lining material 2.

【0006】[0006]

【発明が解決しようとする課題】上記従来技術では、内
張材2を下張材3a・3bと上張材4とに分割している
ことから、内張材2の既設トンネル1内への搬入が二度
手間になり、しかも下張材3a・3bを敷設後に上張材
4の左右両辺を位置整合し、先に敷設してある上張材4
に対してその端面を位置整合してそれぞれ接合面を溶接
することから、位置整合と接合面との相互の溶接に手間
取り、全体として工期が長期化し、工費も高くつく。
In the above prior art, since the lining material 2 is divided into the lower lining materials 3a and 3b and the upper lining material 4, the lining material 2 can be inserted into the existing tunnel 1. Loading is twice as troublesome, and after laying the lower lining materials 3a and 3b, the left and right sides of the upper lining material 4 are aligned and the upper lining material 4 laid first is laid.
However, since the end faces are aligned and the joint surfaces are welded to each other, it takes time to weld the position alignment and the joint surfaces with each other, so that the construction period is prolonged as a whole and the cost is high.

【0007】本発明はこのような事情を考慮してなされ
たもので、 (イ)内張材の既設トンネル内への搬入が二度手間にな
らないようにする (ロ)工期の短期化と工費の低減を図る ことを技術課題とする。
The present invention has been made in view of such circumstances, and (a) prevents the lining material from being taken into the existing tunnel twice (b) shortens the construction period and costs A technical issue is to reduce the emissions.

【0008】[0008]

【課題を解決するための手段】上記課題を解決するため
に、本発明は以下のように構成される。請求項1に記載
の発明は、既設トンネル1の内面よりも僅かに小さい相
似形断面の内張管材2を当該既設トンネル1内に搬入し
て内張りするための内張装置であって、既設トンネル1
内を走行する台車11の前輪18と後輪19の間隔を上
記内張管材2の単位長さLよりも大きく設定し、上記台
車11の前輪18と後輪19との間に、上記内張管材2
を内側より担持する複数の伸縮アーム15を設け、上記
内張管材2の前端部2aと先行する内張管材2の後端部
2bとを位置整合する位置整合手段20を設けた、こと
を特徴とするものである。
In order to solve the above-mentioned problems, the present invention is configured as follows. The invention according to claim 1 is a lining device for carrying a lining pipe 2 having a similar cross-section slightly smaller than the inner surface of the existing tunnel 1 into the existing tunnel 1 and lining the same. 1
The distance between the front wheel 18 and the rear wheel 19 of the trolley 11 traveling inside is set to be larger than the unit length L of the lining tube 2, and the lining between the front wheel 18 and the rear wheel 19 of the trolley 11 is set. Tube material 2
A plurality of telescopic arms 15 for supporting the inner lining 2 from the inside, and a position aligning means 20 for aligning the front end 2a of the lining 2 and the rear end 2b of the preceding lining 2 are provided. It is assumed that.

【0009】請求項2に記載の発明は、請求項1に記載
した既設トンネルの内張装置において、上記位置整合手
段20は、上記台車11に固設された機枠フレーム21
と、この機枠フレーム21に伸縮自在に設けられ、上記
内張管材2の前端部内周面と先行する内張管材2の後端
部内周面とにわたり、当該内張管材2の軸心Zを中心と
して放射方向に突っ張る複数の伸縮アーム22を備え、
上記伸縮アーム22の伸長と連動して上記台車11の前
輪18を浮上させるように構成した、ことを特徴とする
ものである。
According to a second aspect of the present invention, in the lining device for an existing tunnel according to the first aspect, the position aligning means 20 includes a machine frame 21 fixed to the carriage 11.
The shaft center Z of the lining tube 2 is provided on the machine frame 21 so as to be extendable and contractible, and extends over the inner peripheral surface of the front end of the lining tube 2 and the inner peripheral surface of the rear end of the preceding lining tube 2. It has a plurality of telescopic arms 22 that project radially as the center,
The front wheel 18 of the carriage 11 is configured to float in conjunction with the extension of the telescopic arm 22.

【0010】請求項3に記載の発明は、請求項1又は請
求項2に記載した既設トンネルの内張装置において、上
記前輪18の前方に、先行する内張管材2に接地する先
行車輪18aを設け、上記前輪18と先行車輪18aと
を切り換え可能に構成した、ことを特徴とするものであ
る。
According to a third aspect of the present invention, in the lining device for an existing tunnel according to the first or second aspect, a front wheel 18a that contacts the preceding lining pipe 2 is provided in front of the front wheel 18. The front wheel 18 and the preceding wheel 18a are configured to be switchable.

【0011】請求項4に記載の発明は、請求項1乃至請
求項3のいずれか1項に記載した既設トンネルの内張装
置において、上記台車11の後輪19を走行用駆動輪と
して構成した、ことを特徴とするものである。
According to a fourth aspect of the present invention, in the lining device for an existing tunnel according to any one of the first to third aspects, the rear wheel 19 of the bogie 11 is configured as a driving wheel for traveling. It is characterized by the following.

【0012】[0012]

【発明の作用・効果】本発明によれば、以下の作用・効
果を奏する。 (イ)請求項1に記載の発明では、既設トンネル1の内
面よりも僅かに小さい相似形断面の内張管材2を当該既
設トンネル1内に搬入して内張りすることから、内張管
材の搬入が一度で済む。つまり、内張管材を複数個に分
割した従来例では、内張管材の搬入が二度手間になる
が、本発明ではこのような不都合を解消することができ
る。 (ロ)しかも、単位長さLの内張管材2を当該既設トン
ネル1内に搬入して位置整合手段20で位置整合し、そ
の端面を接合すればよいので、全体として工期を短縮化
し、工費も大幅に低減できる。
According to the present invention, the following functions and effects can be obtained. (A) In the invention described in claim 1, the lining tube 2 having a similar cross section slightly smaller than the inner surface of the existing tunnel 1 is carried into the existing tunnel 1 and lined, so that the lining tube is carried in. Only needs to be done once. That is, in the conventional example in which the lining tubing is divided into a plurality of pieces, it is troublesome to carry in the lining tubing twice, but the present invention can solve such a disadvantage. (B) In addition, the lined tubing 2 having a unit length L may be carried into the existing tunnel 1 and aligned by the position aligning means 20, and the end faces thereof may be joined. Can also be significantly reduced.

【0013】(ハ)請求項2に記載の発明では、位置整
合手段20が、内張管材2の軸心Zを中心として放射方
向に突っ張る複数の伸縮アーム22を備えることから、
これらの伸縮アーム22で内張管材2の前端部内周面と
先に内張した内張管材2の後端部内周面とにわたり、当
該内張管材2の軸心Zを中心として放射方向に突っ張
り、かつ、伸縮アーム22の伸長と連動して台車11の
前輪18を浮上させることにより、後で搬入した内張管
材2の前端部2aは、先行する内張管材2の後端部2b
と位置整合する。つまり、順次搬入する内張管材の前端
部と先に内張した内張管材の後端部との位置整合が極め
て容易になるので、順次搬入する内張管材の接合が容易
になる。
(C) According to the second aspect of the invention, since the position adjusting means 20 is provided with a plurality of telescopic arms 22 projecting radially around the axis Z of the lining tube 2,
These telescopic arms 22 extend radially around the axis Z of the lining tube 2 over the inner peripheral surface of the front end portion of the lining tube 2 and the inner peripheral surface of the rear end portion of the lining tube 2 previously lining. In addition, by raising the front wheel 18 of the carriage 11 in conjunction with the extension of the telescopic arm 22, the front end 2a of the lining tube 2 carried in later is changed to the rear end 2b of the preceding lining tube 2
And position alignment. That is, it is extremely easy to align the front end of the sequentially lined tubing with the rear end of the previously lined lining, so that the sequentially lined lining is easily joined.

【0014】(ニ)請求項3に記載の発明では、上記前
輪18の前方に、先行する内張管材2に接地する先行車
輪18aを設け、上記前輪18と先行車輪18aとを切
り換え可能に構成したことから、既設トンネル1と先行
する内張管材2との間に段差が生じているが、容易にそ
の段差を飛び越えることができる。即ち、既設トンネル
1内に内張管材2を搬入する際には、上記前輪18と後
輪19は既設トンネル1に接地している。そして搬入の
終局では上記前輪18と先行車輪18aとを切り換え、
当該先行車輪18aを先行する内張管材2に接地させ
る。これにより当該先行車輪18aは、既設トンネル1
と先行する内張管材2との間の段差を飛び越え、先行す
る内張管材2の後端面と後続の内張管材2の先端面とが
接当して停止するまで前進する。
(D) According to the third aspect of the present invention, a front wheel 18a is provided in front of the front wheel 18 so as to be in contact with the preceding lining tube 2, so that the front wheel 18 and the front wheel 18a can be switched. As a result, there is a step between the existing tunnel 1 and the preceding lining pipe 2, but it is possible to easily jump over the step. That is, when the lining tube 2 is carried into the existing tunnel 1, the front wheel 18 and the rear wheel 19 are in contact with the existing tunnel 1. At the end of loading, the front wheel 18 and the preceding wheel 18a are switched,
The preceding wheel 18a is brought into contact with the preceding lining tube 2. As a result, the preceding wheel 18a is connected to the existing tunnel 1
And jumps over a step between the preceding lining tube 2 and the rear end surface of the preceding lining tube 2 and the leading end surface of the succeeding lining tube 2 to abut and stop.

【0015】(ホ)請求項4に記載の発明では、上記台
車11の後輪19を走行用駆動輪として構成したことか
ら、当該台車11は自走能力を備え、牽引車等による牽
引が不要になるので至便である。
(E) In the invention described in claim 4, since the rear wheel 19 of the bogie 11 is configured as a drive wheel for traveling, the bogie 11 has a self-propelling ability and does not require towing by a towing vehicle or the like. It is very convenient.

【0016】[0016]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいてさらに詳しく説明する。図1は本発明の実施
形態に係る既設トンネルの内張装置を示し、図1(A)
はその内張装置の側面図、図1(B)は図1(A)中の
b−b線矢視縦断面図、図1(C)中の左半分は図1
(A)中のc−c線矢視縦断面図、図1(C)中の右半
分は図1(A)中のd−d線矢視縦断面図である。
Embodiments of the present invention will be described below in more detail with reference to the drawings. FIG. 1 shows an existing tunnel lining device according to an embodiment of the present invention, and FIG.
1B is a side view of the lining device, FIG. 1B is a vertical sectional view taken along line bb in FIG. 1A, and the left half in FIG.
1A is a vertical sectional view taken along line cc of FIG. 1A, and the right half of FIG. 1C is a vertical sectional view taken along line dd of FIG. 1A.

【0017】本発明に係る既設トンネルの内張装置10
は、図1(A)に示すように、既設トンネル1の内面よ
りも僅かに小さい相似形断面の内張管材2を当該既設ト
ンネル1内に搬入して内張りするための内張装置であっ
て、既設トンネル1内を走行する台車11と、上記内張
管材2を内側より担持する複数の伸縮アーム15と、上
記内張管材2の前端部2aと先行する内張管材2の後端
部2bとを位置整合する位置整合手段20と、油圧回路
を駆動操作する油圧ユニット25とを具備している。
The existing tunnel lining device 10 according to the present invention
As shown in FIG. 1A, this is a lining device for carrying a lining tube 2 having a similar cross section slightly smaller than the inner surface of the existing tunnel 1 into the existing tunnel 1 and lining the same. A carriage 11 running in the existing tunnel 1, a plurality of telescopic arms 15 carrying the lining tube 2 from inside, and a rear end 2b of the lining tube 2 preceding the front end 2a of the lining tube 2 And a hydraulic unit 25 for driving and operating the hydraulic circuit.

【0018】上記台車11の前輪18と後輪19の間隔
は、上記内張管材2の単位長さLよりも大きく設定され
ている。また、上記前輪18と後輪19との間には、前
後一対の門形フレーム16・16が立設され、これらの
各門形フレーム16には、図1(B)に示すように、上
記内張管材2を内側より上向きに担持する伸縮アーム1
5・15と左右方向に担持する伸縮アーム15・15が
設けられている。これは上記内張管材2を既設トンネル
1内に搬入する際に自重で内張管材2が変形するのを回
避することを意図したものである。ちなみに、上記台車
11によれば、内径が2.4〜3.5m、単位長さ3〜6
m、重量4〜10ton の内張管材を運搬することができ
る。
The distance between the front wheel 18 and the rear wheel 19 of the bogie 11 is set to be larger than the unit length L of the lining tube 2. A pair of front and rear gate-shaped frames 16, 16 are erected between the front wheel 18 and the rear wheel 19, and each of these gate-shaped frames 16 has the above-mentioned gate-shaped frame 16, as shown in FIG. Telescopic arm 1 for supporting lining tube 2 upward from inside
5 and 15 are provided with telescopic arms 15 and 15 which are supported in the left-right direction. This is intended to prevent the lining tube 2 from being deformed by its own weight when the lining tube 2 is carried into the existing tunnel 1. Incidentally, according to the cart 11, the inner diameter is 2.4 to 3.5 m, and the unit length is 3 to 6.
m, liner tubing weighing 4 to 10 tons.

【0019】上記位置整合手段20は、図1(C)に示
すように、上記台車11に立設された機枠フレーム21
と、この機枠フレーム21に伸縮自在に設けられ、上記
内張管材2の前端部内周面と先行する内張管材2の後端
部内周面とにわたり、当該内張管材2の軸心Zを中心と
して放射方向に突っ張る6個の伸縮アーム22を備えて
いる。これは順次搬入する内張管材2の前端部2aと先
に内張した内張管材2の後端部2bとの位置整合を容易
にすることを意図したものである。
As shown in FIG. 1 (C), the position aligning means 20 is provided with a machine frame 21 erected on the carriage 11.
The shaft center Z of the lining tube 2 is provided on the machine frame 21 so as to be extendable and contractible, and extends over the inner peripheral surface of the front end of the lining tube 2 and the inner peripheral surface of the rear end of the preceding lining tube 2. It has six telescopic arms 22 that project radially from the center. This is intended to facilitate positional alignment between the front end 2a of the lined tubing 2 to be sequentially carried in and the rear end 2b of the lined tubing 2 previously lined.

【0020】上記前輪18の前方には、先行する内張管
材2に接地する先行車輪18aが設けられ、上記前輪1
8と先行車輪18aとは、それぞれジャッキアップ可能
な油圧シリンダ23・24で切り換えて使用できるよう
に構成されている。これは既設トンネル1と先行する内
張管材2との間に段差が生じているが、その段差を飛び
越えて台車11が容易に前進できるように意図したもの
である。
A front wheel 18a is provided in front of the front wheel 18 so as to be in contact with the preceding lining tube 2.
The hydraulic cylinders 8 and the leading wheels 18a are configured to be switched and used by hydraulic cylinders 23 and 24 that can be jacked up. This is intended to allow a step between the existing tunnel 1 and the preceding lining tube material 2 to allow the bogie 11 to easily advance over the step.

【0021】上記台車11の後輪19は、油圧モータ2
6と連動連結され、走行用駆動輪として構成されてい
る。これは当該台車11が自走能力を備えることで、牽
引車等による牽引を不要にすることを意図したものであ
る。ちなみに、この台車11は最大勾配5°の登坂能力
を備える。なお、前記伸縮アーム15・22や前輪1
8、先行車輪18a等は、いずれも前記油圧ユニット2
5で駆動制御されるように構成されている。以下、この
内張装置10を用いて既設トンネルを補修する要領につ
いて説明する。
The rear wheel 19 of the carriage 11 is mounted on the hydraulic motor 2
6 and is connected as a driving wheel for traveling. This is intended to eliminate the need for towing by a towing vehicle or the like by providing the truck 11 with a self-propelled ability. Incidentally, the cart 11 has a slope climbing ability with a maximum gradient of 5 °. The telescopic arms 15, 22 and the front wheel 1
8, the leading wheel 18a, etc.
5 is configured to be drive-controlled. Hereinafter, a procedure for repairing an existing tunnel using the lining device 10 will be described.

【0022】先ず、単位長さLの内張管材2内に上記内
張装置10を挿通し、当該内張管材2をその内側より前
記複数の伸縮アーム15で担持する。次いで台車11を
前進させて既設トンネル1内に上記内張管材2を搬入す
る。この状態では既設トンネル1と内張管材2との隙間
がほぼ均一になるように、各伸縮アーム15の伸長力を
調節する。そして搬入の終局では上記前輪18と先行車
輪18aとを切り換え、当該先行車輪18aを先行する
内張管材2に接地させる。これにより当該先行車輪18
aは、既設トンネル1と先行する内張管材2との間の段
差を飛び越え、先行する内張管材2の後端面と後続の内
張管材2の先端面とが接当して停止するまで台車11を
前進させる(図1(C)右半分参照)。
First, the lining device 10 is inserted into the lining tube 2 having a unit length L, and the lining tube 2 is supported by the plurality of telescopic arms 15 from the inside thereof. Next, the carriage 11 is advanced to carry the lined tubing 2 into the existing tunnel 1. In this state, the extension force of each telescopic arm 15 is adjusted so that the gap between the existing tunnel 1 and the lining tube 2 is substantially uniform. At the end of the loading, the front wheel 18 and the preceding wheel 18a are switched, and the preceding wheel 18a is brought into contact with the preceding lining tube 2. Thereby, the preceding wheel 18
a jumps over a step between the existing tunnel 1 and the preceding lining tube 2 and stops until the rear end surface of the preceding lining tube 2 comes into contact with the leading end surface of the following lining tube 2 and stops. 11 (see the right half of FIG. 1C).

【0023】次に、台車11を進退調節して位置整合手
段20を先行する内張管材2と後続の内張管材2とが接
当する箇所に位置させ、上記内張管材2の前端部内周面
と先行する内張管材2の後端部内周面とにわたり伸縮ア
ーム22を接当させ、当該内張管材2の軸心Zを中心と
して放射方向に突っ張る。すると後で搬入した内張管材
2の前端部2aは、先行する内張管材2の後端部2bと
位置整合する。なお、この状態で伸縮アーム22の伸長
と連動して台車11の前輪18及び先行車輪18aを浮
上させておく(図1(C)左半分参照)ことにより、後
続の内張管材2の前端部内周面が先行する内張管材2の
後端部内周面に沿い易くなり、両端面を5mm以下の高精
度で位置整合することができる。
Next, the carriage 11 is moved forward and backward to position the positioning means 20 at a position where the preceding lining tube 2 and the following lining tube 2 come into contact with each other. The telescopic arm 22 is brought into contact with the surface and the inner peripheral surface of the rear end portion of the preceding lining tube 2, and is stretched radially around the axis Z of the lining tube 2. Then, the front end 2a of the lined tubing 2 carried in later is aligned with the rear end 2b of the preceding lined tubing 2. In this state, the front wheel 18 and the leading wheel 18a of the bogie 11 are floated in conjunction with the extension of the telescopic arm 22 (see the left half of FIG. 1C), so that the inside of the front end portion of the subsequent lining tube 2 is formed. The peripheral surface becomes easier to follow the inner peripheral surface of the rear end portion of the preceding lining tube material 2, and the both end surfaces can be aligned with high accuracy of 5 mm or less.

【0024】次いで、後続の内張管材2と先行する内張
管材2の接当端面を溶接する。最後に既設トンネル1と
内張管材2との隙間にセメントミルク等の硬化材41を
充填するが、上記内張管材2の適当箇所に、硬化材41
を充填するための圧入孔があけられている。これらの圧
入孔は硬化材41を充填した後で塞がれる。なお、本発
明は上記の実施形態に限るものではなく、台車11や伸
縮アーム15・22の具体的な形態についても、適宜変
更を加えて実施することができ、例えば、輸送を考慮し
て、台車11は複数に分割可能に構成されている。
Next, the contact end faces of the following lining tube 2 and the preceding lining tube 2 are welded. Finally, the gap between the existing tunnel 1 and the lining tube 2 is filled with a hardening material 41 such as cement milk.
A press-fitting hole for filling is provided. These press-fit holes are closed after the hardening material 41 is filled. Note that the present invention is not limited to the above embodiment, and specific forms of the cart 11 and the telescopic arms 15 and 22 can be implemented with appropriate changes, for example, in consideration of transportation, The cart 11 is configured to be dividable into a plurality.

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

【図1】本発明の実施形態に係る既設トンネルの内張装
置を示し、図1(A)はその内張装置の側面図、図1
(B)は図1(A)中のb−b線矢視縦断面図、図1
(C)中の左半分は図1(A)中のc−c線矢視縦断面
図、図1(C)中の右半分は図1(A)中のd−d線矢
視縦断面図である。
FIG. 1 shows a lining device for an existing tunnel according to an embodiment of the present invention, and FIG. 1 (A) is a side view of the lining device;
FIG. 1B is a vertical sectional view taken along line bb in FIG.
The left half in (C) is a vertical sectional view taken along line cc in FIG. 1 (A), and the right half in FIG. 1 (C) is a vertical sectional view taken along line dd in FIG. 1 (A). FIG.

【図2】従来例に係る既設トンネルの内張装置を示し、
図1(A)はその内張装置により分割した下張材を既設
トンネル内に搬入する状態を示す縦断面図、図1(B)
はその内張装置により分割した上張材を既設トンネル内
に搬入する状態を示す縦断面図である。
FIG. 2 shows an existing tunnel lining device according to a conventional example,
FIG. 1 (A) is a longitudinal sectional view showing a state in which the underlaying material divided by the lining device is carried into an existing tunnel, and FIG. 1 (B).
FIG. 4 is a longitudinal sectional view showing a state in which the upper lining material divided by the lining device is carried into an existing tunnel.

【図3】従来例に係る既設トンネルの補修完了状態を示
す縦断正面図である。
FIG. 3 is a longitudinal sectional front view showing a repair completion state of an existing tunnel according to a conventional example.

【符号の説明】[Explanation of symbols]

1…既設トンネル、2…内張管材、2a…内張管材の前
端部、2b…内張管材の後端部、10…内張装置、11
…台車、15…伸縮アーム、18…前輪、18a…先行
車輪、19…後輪、20…位置整合手段、21…機枠フ
レーム、22…伸縮アーム、L…単位長さ、Z…内張管
材の軸心。
DESCRIPTION OF SYMBOLS 1 ... Existing tunnel, 2 ... Lined tubing, 2a ... Front end of lined tubing, 2b ... Rear end of lined tubing, 10 ... Lined device, 11
... cart, 15 ... telescopic arm, 18 ... front wheel, 18a ... preceding wheel, 19 ... rear wheel, 20 ... position alignment means, 21 ... machine frame, 22 ... telescopic arm, L ... unit length, Z ... lined tubing Axis.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 既設トンネル(1)の内面よりも僅かに
小さい相似形断面の内張管材(2)を当該既設トンネル
(1)内に搬入して内張りするための内張装置であっ
て、 既設トンネル(1)内を走行する台車(11)の前輪
(18)と後輪(19)との間隔を上記内張管材(2)
の単位長さ(L)よりも大きく設定し、 上記台車(11)の前輪(18)と後輪(19)との間
に、上記内張管材(2)を内側より担持する複数の伸縮
アーム(15)を設け、 上記内張管材(2)の前端部(2a)と先行する内張管
材(2)の後端部(2b)とを位置整合する位置整合手
段(20)を設けた、ことを特徴とする既設トンネルの
内張装置。
1. A lining device for carrying a lining tube (2) having a similar cross section slightly smaller than the inner surface of an existing tunnel (1) into the existing tunnel (1) and lining the same. The distance between the front wheel (18) and the rear wheel (19) of the bogie (11) traveling in the existing tunnel (1) is set to the lined tubing (2).
A plurality of telescopic arms that carry the lining tube (2) from the inside between the front wheel (18) and the rear wheel (19) of the bogie (11). (15), and a position aligning means (20) for aligning the front end (2a) of the lining tube (2) with the rear end (2b) of the preceding lining tube (2). A lining device for an existing tunnel, characterized in that:
【請求項2】 請求項1に記載した既設トンネルの内張
装置において、 上記位置整合手段(20)は、上記台車(11)に固設
された機枠フレーム(21)と、この機枠フレーム(2
1)に伸縮自在に設けられ、上記内張管材(2)の前端
部内周面と先行する内張管材(2)の後端部内周面とに
わたり、当該内張管材(2)の軸心(Z)を中心として
放射方向に突っ張る複数の伸縮アーム(22)を備え、
上記伸縮アーム(22)の伸長と連動して上記台車(1
1)の前輪(18)を浮上させるように構成した、こと
を特徴とする既設トンネルの内張装置。
2. The lining device for an existing tunnel according to claim 1, wherein the positioning means (20) includes a machine frame (21) fixed to the bogie (11), and the machine frame. (2
1) extending over the inner peripheral surface of the front end of the lining tube (2) and the inner peripheral surface of the rear end of the preceding lining tube (2). Z) a plurality of telescopic arms (22) extending radially around the center,
In conjunction with the extension of the telescopic arm (22), the carriage (1)
A lining device for an existing tunnel, characterized in that the front wheel (18) according to 1) is levitated.
【請求項3】 請求項1又は請求項2に記載した既設ト
ンネルの内張装置において、 上記前輪(18)の前方に、先行する内張管材(2)に
接地する先行車輪(18a)を設け、上記前輪(18)
と先行車輪(18a)とを切り換え可能に構成した、こ
とを特徴とする既設トンネルの内張装置。
3. A lining device for an existing tunnel according to claim 1, wherein a preceding wheel (18a) is provided in front of said front wheel (18) to be in contact with a preceding lining tube (2). , The front wheel (18)
A lining device for an existing tunnel, wherein the lining device can be switched between a wheel and a preceding wheel (18a).
【請求項4】 請求項1乃至請求項3のいずれか1項に
記載した既設トンネルの内張装置において、 上記台車11の後輪19を走行用駆動輪として構成し
た、ことを特徴とする既設トンネルの内張装置。
4. The existing tunnel lining device according to claim 1, wherein the rear wheel 19 of the bogie 11 is configured as a driving wheel for traveling. Tunnel lining device.
JP11111582A 1999-04-20 1999-04-20 Device for lining existing tunnel Pending JP2000303798A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11111582A JP2000303798A (en) 1999-04-20 1999-04-20 Device for lining existing tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11111582A JP2000303798A (en) 1999-04-20 1999-04-20 Device for lining existing tunnel

Publications (1)

Publication Number Publication Date
JP2000303798A true JP2000303798A (en) 2000-10-31

Family

ID=14565036

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11111582A Pending JP2000303798A (en) 1999-04-20 1999-04-20 Device for lining existing tunnel

Country Status (1)

Country Link
JP (1) JP2000303798A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111220368A (en) * 2020-01-19 2020-06-02 北京交通大学 Fatigue damage model test platform and method for connecting bolt of fabricated lining segment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111220368A (en) * 2020-01-19 2020-06-02 北京交通大学 Fatigue damage model test platform and method for connecting bolt of fabricated lining segment

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