JPH10115195A - Slide center apparatus - Google Patents

Slide center apparatus

Info

Publication number
JPH10115195A
JPH10115195A JP8291071A JP29107196A JPH10115195A JP H10115195 A JPH10115195 A JP H10115195A JP 8291071 A JP8291071 A JP 8291071A JP 29107196 A JP29107196 A JP 29107196A JP H10115195 A JPH10115195 A JP H10115195A
Authority
JP
Japan
Prior art keywords
formwork
curvature
slide
lining construction
tunnel
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
Application number
JP8291071A
Other languages
Japanese (ja)
Other versions
JP3543288B2 (en
Inventor
Masakazu Ochiai
正和 落合
Tsutomu Kitagawa
勉 北川
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.)
Taisei Corp
Gifu Industry Co Ltd
Original Assignee
Taisei Corp
Gifu Industry 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 Taisei Corp, Gifu Industry Co Ltd filed Critical Taisei Corp
Priority to JP29107196A priority Critical patent/JP3543288B2/en
Publication of JPH10115195A publication Critical patent/JPH10115195A/en
Application granted granted Critical
Publication of JP3543288B2 publication Critical patent/JP3543288B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To execute an appropriately thick lining construction in accordance with conditions on the ground, and carry out the execution of a lining construction with high accuracy by having a radius of curvature of the mold frame controllable by curvature adjusting jacks. SOLUTION: A slide center apparatus 10 is fastened by making journal jacks 26, 26, 28, 28 extend in the inner circumferential face of a first lining construction 40. Then, by allowing extendible jacks 29, 29 to extend, a mold frame 30 is disposed at the inside of the first lining construction 40. At this time, in accordance with conditions of the natural ground, a radius of curvature of the mold frame 30 is adjusted by operating curvature adjusting jacks 38. Following this, end plates are attached to the front and rear side of the mold frame 30, and then by filling concrete therein, a second lining construction 41 is formed, subsequently the mold frame 30 is removed therefrom after curing. By repeating this operation, the second lining construction 41 is extended in the tunnel direction. So, the thickness of the lining construction is adjusted arbitrarily, and execution can be done with high accuracy in such lining construction.

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】本発明は断面径を拡縮調節可
能なスライドセントル装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slide centrifugal apparatus whose cross-sectional diameter can be adjusted.

【0002】[0002]

【従来の技術】地山状況の如何に拘らず一定断面径で掘
削するトンネルボーリングマシン(以下「TBM」とい
う)は公知である。また一般に一次支保(吹き付けコン
クリート)や二次覆工(巻立コンクリート)の厚さは地
山の状況により求められ、良質地山区間は薄く、不良地
山区間は厚く覆工している。
2. Description of the Related Art A tunnel boring machine (hereinafter, referred to as "TBM") for excavating at a constant cross-sectional diameter irrespective of the ground conditions is known. In general, the thickness of the primary support (sprayed concrete) or the secondary lining (rolled concrete) is determined according to the condition of the ground, and the high-quality ground section is thin and the defective ground section is thickly lining.

【0003】[0003]

【発明が解決しようとする課題】TBMを使用してトン
ネル躯体を構築する場合、不良地山区間を基準にTBM
の掘削断面径を決定すると、覆工内空断面が同じであれ
ば、良質地山区間ではトンネル躯体の覆工厚が不良地山
区間よりも厚くなって設計強度が過剰になったり経済的
負担が増す問題がある。反対に良質地山区間を基準にT
BMの掘削断面径を決定すると、不良地山区間でトンネ
ル躯体の覆工厚が薄くなって強度不足の問題が起きる。
In the case of constructing a tunnel frame using a TBM, the TBM is constructed on the basis of a bad mountain section.
Determining the excavation cross section diameter, if the hollow section inside the lining is the same, the lining thickness of the tunnel frame will be thicker in the good quality ground section than in the bad ground section, resulting in excessive design strength or economic burden. There is a problem that increases. On the other hand, T
When the BM excavation cross-sectional diameter is determined, the lining thickness of the tunnel frame becomes thinner in the inferior mountain section, causing a problem of insufficient strength.

【0004】本発明は以上の点に鑑みてなされたもの
で、その目的とするところは、地山状況の如何に拘らず
トンネル躯体の覆工厚を任意に調節して施工できる、ス
ライドセントル装置を提供することにある。
The present invention has been made in view of the above points, and an object of the present invention is to provide a slide centrifugal apparatus capable of arbitrarily adjusting a lining thickness of a tunnel body irrespective of a mountainous condition. Is to provide.

【0005】[0005]

【課題を解決するための手段】請求項1に係る発明は、
トンネル躯体を覆工する装置であって、ビームを具備す
る走行台車と、複数に分割した分割型枠間をピンで連結
し、複数の伸縮用ジャッキを介して前記ビームに取着し
た型枠とよりなるスライドセントル装置において、前記
各分割型枠間をトンネル周方向の摺動を許容させて連結
すると共に、前記隣接する各分割型枠間に曲率調整用ジ
ャッキを連結し、前記曲率調整用ジャッキの伸縮に伴い
前記型枠の曲率半径を調整可能に構成したことを特徴と
する、スライドセントル装置である。請求項2に係る発
明は、前記請求項1において、分割型枠は帯状のスキン
プレートの内側に補強枠を設けて構成すると共に、隣接
する各分割型枠の補強枠の対向面にヒンジブラケットを
設け、前記ヒンジブラケットにトンネル周方向の摺動を
許容する孔を開設し、前記孔にピンを挿通して隣接する
各分割型枠前記曲率調整用ジャッキの伸縮に伴い前記型
枠の曲率半径を調整可能に構成したことを特徴とする、
スライドセントル装置である。請求項3に係るは発明
は、前記請求項2において、隣接する各分割型枠のスキ
ンプレートの縁部を重合させたことを特徴とする、スラ
イドセントル装置である。 請求項4に係る発明は、前
記請求項1〜請求項3のいずれかにおいて、前記型枠の
下部が開放していることを特徴とする、スライドセント
ル装置である。請求項5に係る発明は、前記請求項1〜
請求項3のいずれかにおいて、前記型枠がトンネル全周
を覆工するように各分割型枠を筒状に連結していること
を特徴とする、スライドセントル装置である。
The invention according to claim 1 is
An apparatus for lining a tunnel body, a traveling bogie including a beam, a plurality of divided formwork connected by pins, and a formwork attached to the beam via a plurality of telescopic jacks. In the slide centr apparatus, the divided molds are connected to each other while allowing sliding in the circumferential direction of the tunnel, and a curvature adjusting jack is connected between the adjacent divided molds. Characterized in that the radius of curvature of the formwork can be adjusted in accordance with expansion and contraction of the slide. According to a second aspect of the present invention, in the first aspect, the split mold is provided with a reinforcing frame provided inside a strip-shaped skin plate, and a hinge bracket is provided on an opposing surface of the reinforcing frame of each adjacent split mold. The hinge bracket is provided with a hole that allows sliding in the circumferential direction of the tunnel, and a pin is inserted into the hole to form a radius of curvature of the mold as the curvature adjusting jack expands and contracts the adjacent divided molds. Characterized in that it is configured to be adjustable,
It is a slide center device. According to a third aspect of the present invention, there is provided the slide center device according to the second aspect, wherein the edge portions of the skin plates of the adjacent divided formwork are overlapped. The invention according to a fourth aspect is the slide center device according to any one of the first to third aspects, wherein a lower portion of the mold is open. The invention according to claim 5 is the invention according to claim 1.
4. The slide-centre device according to claim 3, wherein the divided molds are connected in a cylindrical shape so that the molds cover the entire periphery of the tunnel.

【0006】[0006]

【発明の実施の形態1】以下図1〜図4を基に本発明の
実施の形態について説明する。 〈イ〉スライドセントル装置の概要 図1に示すようにスライドセントル装置10の基本的な
構成要素について説明すると、スライドセントル装置1
0は自走式の走行台車20と、走行台車20に搭載さ
れ、曲率半径を可変調節できる型枠30とより構成され
る。図面右側はトンネル切羽側で、吹き付け等によって
一次覆工40が施され、図面左側が本発明に係るスライ
ドセントル装置10を用いて一次覆工40の内側に施工
された二次覆工41である。またトンネル躯体のうち床
コンクリート42は一次覆工40と共に構築され、その
上面に複数のレール43が敷設されている。スライドセ
ントル装置10の走行台車20は、これらの一次覆工4
0及び二次覆工41に跨がって設置される。以下、装置
の各部について説明する。
Embodiment 1 Hereinafter, an embodiment of the present invention will be described with reference to FIGS. <A> Outline of Slide Centr Device The basic components of the slide centr device 10 will be described with reference to FIG.
Reference numeral 0 denotes a self-propelled traveling vehicle 20 and a formwork 30 mounted on the traveling vehicle 20 and capable of variably adjusting a radius of curvature. The right side of the drawing is the tunnel face side, and the primary lining 40 is applied by spraying or the like, and the left side of the drawing is the secondary lining 41 constructed inside the primary lining 40 using the slide centrifugal device 10 according to the present invention. . The floor concrete 42 of the tunnel body is constructed together with the primary lining 40, and a plurality of rails 43 are laid on the upper surface thereof. The traveling trolley 20 of the slide centrifugal device 10 has these primary linings 4
0 and the secondary lining 41. Hereinafter, each part of the apparatus will be described.

【0007】〈ロ〉走行台車 走行台車10はトンネル方向に沿って配置したビーム2
1と、このビーム21の前部及び後部に夫々設けられた
門型の支持脚22,23とより構成されている。 各支
持脚22,23の鉛直部材は伸縮自在の油圧シリンダ等
で構成され、支持脚22,23の伸縮操作によってビー
ム21全体が昇降するようになっている。 各支持脚2
2,23は走行輪24を具備していて、一方の支持脚2
2側に設けた自走装置25の駆動を受けてレール43を
クランプしながら自走する。また図1,2に示すように
ビーム21の前後部には上向きのジャーナルジャッキ2
6と、横向きのジャーナルジャッキ27が夫々設けられ
ていて、これらの各ジャーナルジャッキ26,27を伸
長させて、各ジャーナルジャッキ26,27の端部に設
けた当材28を各覆工40,41の天井面及び側面に直
接当接させることで、走行台車20の移動を拘束して位
置決めできるようになっている。また図1,3に示すよ
うにビーム21の周囲には放射方向に向けて複数の伸縮
用ジャッキ29が配設され、前記型枠30の内周面にこ
れらの伸縮用ジャッキ29の端部が連結されていて、ビ
ーム21が型枠30を支持している。尚、走行台車20
は図示しない作業足場、チェーンブロック、削土搬出用
のコンベア等の施工に必要な各種機材を具備している。
<B> Traveling vehicle The traveling vehicle 10 is a beam 2 arranged along the tunnel direction.
1, and portal-shaped support legs 22 and 23 provided at the front and rear portions of the beam 21, respectively. The vertical member of each of the support legs 22 and 23 is configured by a telescopic hydraulic cylinder or the like, and the entire beam 21 moves up and down by the expansion and contraction operation of the support legs 22 and 23. Each support leg 2
2, 23 are provided with running wheels 24, and one of the support legs 2 is provided.
The self-propelled device 25 provided on the second side is driven and self-propelled while clamping the rail 43. In addition, as shown in FIGS.
6 and a horizontal journal jack 27 are provided, respectively, and these journal jacks 26, 27 are extended, and the material 28 provided at the end of each journal jack 26, 27 is covered with each lining 40, 41. By directly contacting the ceiling surface and the side surfaces of the vehicle, the movement of the traveling vehicle 20 can be restricted and positioned. As shown in FIGS. 1 and 3, a plurality of telescopic jacks 29 are disposed around the beam 21 in the radial direction, and the ends of these telescopic jacks 29 are provided on the inner peripheral surface of the formwork 30. Being connected, the beam 21 supports the formwork 30. In addition, traveling cart 20
Are equipped with various equipment necessary for construction such as a work scaffold (not shown), a chain block, a conveyer for excavating soil, and the like.

【0008】〈ハ〉型枠 型枠30はトンネル方向、すなわちビーム21と平行に
配置した複数の分割型枠31で構成され、隣接する各分
割型枠31の間がピンで連結されている。各分割型枠3
1は図4に示すように、帯状のスキンプレート32と、
このスキンプレート32の内側に設けた補強枠33とに
より構成され、各補強枠33の対向面に設けた連結用の
ブラケット34間がピン35で連結されている。本発明
は型枠30の曲率半径を可変調節できるように構成した
点に特徴を有する。すなわち重合させたヒンジブラケッ
ト34の一方また他は両方に穿設したばか穴或いは長穴
等の孔36にピン35が挿通されていて、各分割型枠3
1が円周方向の摺動を許容するように連結されていると
共に、隣接する各補強枠33の連結ブラケット37,3
7間に周方向に向けて曲率調整用ジャッキ38が連結さ
れていて、すべての曲率調整用ジャッキ38を一斉に伸
縮操作することで、隣接する分割型枠31,31間の距
離を変化させて型枠30の曲率半径を調整できるように
構成されている。曲率調整用ジャッキ38は流体式ジャ
ッキやねじ式のターンバックル等の公知の伸縮手段を含
むものである。また曲率調整用ジャッキ38の伸長操作
により各分割型枠31,31間に隙間が生じることが予
想されるが、これは図4に示すように各スキンプレート
32の縁部を重合させて対処すればよい。他の対処法と
しては、型枠30の分割数を増して各分割型枠31,3
1間の変化量を小さくすれば、各スキンプレート32の
縁部を突き合わせても、発生間隙を無視できるほど小さ
く設定できる。ビーム21から延びる伸縮用ジャッキ2
9の端は一部の分割型枠31の補強枠33に連結してい
る。また一部の分割型枠31にコンクリートの充填を確
認する検査窓を兼用する打設孔が設けてあることは従来
の型枠と同様である。
<C> Formwork The formwork 30 is composed of a plurality of divided forms 31 arranged in the tunnel direction, that is, parallel to the beam 21, and the adjacent divided forms 31 are connected by pins. Each split formwork 3
1, as shown in FIG. 4, a band-shaped skin plate 32,
The reinforcing frame 33 is provided inside the skin plate 32, and the connecting brackets 34 provided on the opposing surfaces of the reinforcing frames 33 are connected by pins 35. The present invention is characterized in that the radius of curvature of the mold 30 is variably adjusted. That is, a pin 35 is inserted into a hole 36 such as a fool hole or a long hole formed in one or the other of the overlapped hinge brackets 34.
1 are connected so as to allow sliding in the circumferential direction, and the connecting brackets 37, 3 of the adjacent reinforcing frames 33 are connected.
The curvature adjusting jacks 38 are connected to each other in the circumferential direction, and all the curvature adjusting jacks 38 are simultaneously expanded and contracted to change the distance between the adjacent divided molds 31. The radius of curvature of the mold 30 is configured to be adjustable. The curvature adjusting jack 38 includes well-known expansion / contraction means such as a fluid jack or a screw-type turnbuckle. A gap is expected to be formed between the divided molds 31 by the extension operation of the curvature adjusting jack 38. This can be dealt with by overlapping the edges of the skin plates 32 as shown in FIG. I just need. As another countermeasure, the number of divisions of the mold 30 is increased to increase the number of divided molds 31 and 3.
By reducing the amount of change between the two, even if the edges of the skin plates 32 abut each other, the generated gap can be set to be small enough to be ignored. Telescopic jack 2 extending from beam 21
The end of 9 is connected to the reinforcing frame 33 of a part of the split formwork 31. Further, it is the same as the conventional mold that some of the divided molds 31 are provided with a driving hole which also serves as an inspection window for confirming the filling of the concrete.

【0009】[0009]

【作用】つぎにスライドセントル装置の作用について説
明する。 〈イ〉基本動作 図1,2に示すように、一次覆工40の内周面にジャー
ナルジャッキ26,27を伸長させてスライドセントル
装置10を固定する。つぎに図4に示す伸縮用ジャッキ
29を伸長させて型枠30を一次覆工40の内側に配設
した後、型枠30の前後に妻板を取り付け、型枠30の
内側からコンクリートを充填して図1に示す二次覆工4
1を構築する。二次覆工41の養生を完了したら、図4
に示す伸縮用ジャッキ29を収縮させて型枠30を内側
に折り畳んで脱型する。以上の工程を繰り返して、トン
ネル方向に二次覆工41を延長する。
Next, the operation of the slide center device will be described. <A> Basic Operation As shown in FIGS. 1 and 2, the journal jacks 26 and 27 are extended on the inner peripheral surface of the primary lining 40 to fix the slide center device 10. Next, after extending and retracting the expansion / contraction jack 29 shown in FIG. 4 and disposing the formwork 30 inside the primary lining 40, a base plate is attached before and after the formwork 30 and concrete is filled from the inside of the formwork 30. Secondary lining 4 shown in FIG.
Build 1. When curing of the secondary lining 41 is completed, FIG.
Is contracted, the mold frame 30 is folded inward, and the mold is released. By repeating the above steps, the secondary lining 41 is extended in the tunnel direction.

【0010】〈ロ〉型枠曲率半径の調節 既述したように二次覆工の厚さは地山の状況により求め
られ、良質地山区間は薄く、不良地山区間は厚く覆工す
る必要があるが、トンネルの掘削断面径が一定の場合、
これまでの装置は二次覆工の厚さを調整することが困難
であった。本発明では、スライドセントル装置10を構
成する型枠30の曲率半径を自由に調整できる構造にな
っている。すなわち、二次覆工41の躯体厚を変更する
場合は、図4に示す曲率調整用ジャッキ38を一斉に伸
長操作すると、型枠30を構成する分割型枠31の対向
距離が広がって型枠30の曲率半径が大きくなり、逆に
曲率調整用ジャッキ38を一斉に収縮操作すると、型枠
30の曲率半径が小さくなる。このようにして、地山の
状況に応じて型枠30の曲率半径を適切に調整しながら
躯体厚の異なる二次覆工41を構築する。
<B> Adjustment of the radius of curvature of the formwork As described above, the thickness of the secondary lining is determined according to the conditions of the ground, and it is necessary to thin the high-quality ground section and thicken the defective ground section. However, if the tunnel cross section diameter is constant,
Conventional devices have had difficulty adjusting the thickness of the secondary lining. In the present invention, the structure is such that the radius of curvature of the mold 30 constituting the slide centrifugal device 10 can be freely adjusted. That is, when changing the frame thickness of the secondary lining 41, when the curvature adjusting jacks 38 shown in FIG. 4 are simultaneously extended, the opposing distance of the divided molds 31 constituting the mold 30 is increased, and When the radius of curvature of the mold 30 increases, and when the curvature adjusting jacks 38 are simultaneously contracted, the radius of curvature of the formwork 30 decreases. In this way, the secondary linings 41 having different frame thicknesses are constructed while appropriately adjusting the radius of curvature of the formwork 30 according to the situation of the ground.

【0011】[0011]

【発明の実施の形態2】前記した実施の形態1では型枠
30の下部が開放されている場合について説明したが、
型枠30はトンネル全周を覆工できる筒状に連結したも
のであってもよい。型枠30を複数の分割型枠31で構
成することや、各分割型枠31間を曲率調整用ジャッキ
38で連結することは、先の実施の形態1と同様であ
る。
Second Embodiment In the first embodiment described above, the case where the lower portion of the mold 30 is open has been described.
The formwork 30 may be connected in a cylindrical shape capable of covering the entire periphery of the tunnel. Forming the mold 30 with a plurality of divided molds 31 and connecting the divided molds 31 with the curvature adjusting jacks 38 are the same as in the first embodiment.

【0012】[0012]

【発明の効果】【The invention's effect】

〈イ〉 型枠の曲率半径を調整可能であるため、地山の
状況に応じて適切な厚さの覆工を行うことができる。 〈ロ〉 型枠を構成する分割型枠の数を増すことで、型
枠をより真円に近づけることができ、覆工精度の高い施
工が可能となる。
<B> Since the radius of curvature of the formwork can be adjusted, lining with an appropriate thickness can be performed according to the condition of the ground. <B> By increasing the number of divided molds forming the mold, the mold can be made closer to a perfect circle, and construction with high lining accuracy can be performed.

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

【図1】 本発明に係るスライドセントル装置を配置し
たトンネル中央縦断面図
FIG. 1 is a central longitudinal sectional view of a tunnel in which a slide centre device according to the present invention is arranged.

【図2】 図1におけるI−Iの断面図FIG. 2 is a sectional view taken along the line II in FIG.

【図3】 図1におけるIII − IIIの断面図FIG. 3 is a sectional view taken along the line III-III in FIG. 1;

【図4】 一部を省略した型枠の斜視図FIG. 4 is a perspective view of a partly omitted formwork;

【符号の説明】[Explanation of symbols]

10……スライドセントル装置 20……走行台車 21……ビーム 22,23……支持脚 24……走行輪 26,27……ジャーナルジャッキ 29……伸縮用ジャッキ 30……型枠 31……分割型枠 32……スキンプレート 33……補強枠 34……ヒンジブラケット 37……連結ブラケット 38……曲率調整用ジャッキ 40……一次覆工 41……二次覆工 42……床コンクリート 43……レール DESCRIPTION OF SYMBOLS 10 ... Sliding center apparatus 20 ... Truck 21 ... Beam 22,23 ... Support leg 24 ... Running wheel 26,27 ... Jack jack 29 ... Extension / retraction jack 30 ... Form frame 31 ... Split type Frame 32 Skin plate 33 Reinforcement frame 34 Hinge bracket 37 Connection bracket 38 Jack for curvature adjustment 40 Primary lining 41 Secondary lining 42 Floor concrete 43 Rail

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 トンネル躯体を覆工する装置であっ
て、ビームを具備する走行台車と、複数に分割した分割
型枠間をピンで連結し、複数の伸縮用ジャッキを介して
前記ビームに取着した型枠とよりなるスライドセントル
装置において、 前記各分割型枠間をトンネル周方向の摺動を許容させて
連結すると共に、 前記隣接する各分割型枠間に曲率調整用ジャッキを連結
し、 前記曲率調整用ジャッキの伸縮に伴い前記型枠の曲率半
径を調整可能に構成したことを特徴とする、 スライドセントル装置。
An apparatus for lining a tunnel body, wherein a traveling carriage having a beam and a plurality of divided formwork are connected by pins, and the beam is connected to the beam via a plurality of extendable jacks. In the slide centrifugal device comprising a mounted formwork, the divided formwork is allowed to slide in the circumferential direction of the tunnel and connected, and a curvature adjusting jack is connected between the adjacent divided formwork, A slide-centre device, wherein a radius of curvature of the formwork is adjustable in accordance with expansion and contraction of the curvature adjusting jack.
【請求項2】 請求項1において、分割型枠は帯状の
スキンプレートの内側に補強枠を設けて構成すると共
に、隣接する各分割型枠の補強枠の対向面にヒンジブラ
ケットを設け、前記ヒンジブラケットにトンネル周方向
の摺動を許容する孔を開設し、前記孔にピンを挿通して
隣接する各分割型枠前記曲率調整用ジャッキの伸縮に伴
い前記型枠の曲率半径を調整可能に構成したことを特徴
とする、スライドセントル装置。
2. The divided formwork according to claim 1, wherein a reinforcing frame is provided inside a strip-shaped skin plate, and a hinge bracket is provided on a surface of each of the adjacent divided formworks facing the reinforcing frame. A hole is formed in the bracket that allows sliding in the circumferential direction of the tunnel, and a pin is inserted into the hole so that each adjacent divided formwork can adjust the radius of curvature of the formwork with expansion and contraction of the curvature adjusting jack. A slide center device, characterized in that:
【請求項3】 請求項2において、隣接する各分割型
枠のスキンプレートの縁部を重合させたことを特徴とす
る、スライドセントル装置。
3. The slide-centre device according to claim 2, wherein the edge portions of the skin plates of the adjacent divided molds are overlapped.
【請求項4】 請求項1〜請求項3のいずれかにおい
て、前記型枠の下部が開放していることを特徴とする、
スライドセントル装置。
4. The method according to claim 1, wherein a lower portion of the mold is open.
Slide center device.
【請求項5】 請求項1〜請求項3のいずれかにおい
て、前記型枠がトンネル全周を覆工するように各分割型
枠を筒状に連結していることを特徴とする、スライドセ
ントル装置。
5. The slide center according to claim 1, wherein the divided formwork is connected in a cylindrical shape so that the formwork covers the entire periphery of the tunnel. apparatus.
JP29107196A 1996-10-14 1996-10-14 Slide center device Expired - Fee Related JP3543288B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29107196A JP3543288B2 (en) 1996-10-14 1996-10-14 Slide center device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29107196A JP3543288B2 (en) 1996-10-14 1996-10-14 Slide center device

Publications (2)

Publication Number Publication Date
JPH10115195A true JPH10115195A (en) 1998-05-06
JP3543288B2 JP3543288B2 (en) 2004-07-14

Family

ID=17764058

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29107196A Expired - Fee Related JP3543288B2 (en) 1996-10-14 1996-10-14 Slide center device

Country Status (1)

Country Link
JP (1) JP3543288B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013241806A (en) * 2012-05-22 2013-12-05 Japan Railway Construction Transport & Technology Agency Method and device for placing filler and lining concrete for use with tunnel waterproofing technique
JP2014005719A (en) * 2012-05-29 2014-01-16 Maeda Corp Form device for tunnel lining
ES2442040R1 (en) * 2011-01-04 2014-03-04 Peri, S.A. WINDING TO CONCRETE THE INTERNAL TUNNEL COATING.
JP2017128890A (en) * 2016-01-19 2017-07-27 鹿島建設株式会社 Placing method of lining concrete
JP2020128696A (en) * 2020-05-15 2020-08-27 鹿島建設株式会社 Lining concrete placing method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444406A (en) * 2010-10-15 2012-05-09 中铁五局(集团)有限公司 Needle beam type inverted arch lining sliding framework and construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2442040R1 (en) * 2011-01-04 2014-03-04 Peri, S.A. WINDING TO CONCRETE THE INTERNAL TUNNEL COATING.
JP2013241806A (en) * 2012-05-22 2013-12-05 Japan Railway Construction Transport & Technology Agency Method and device for placing filler and lining concrete for use with tunnel waterproofing technique
JP2014005719A (en) * 2012-05-29 2014-01-16 Maeda Corp Form device for tunnel lining
JP2017128890A (en) * 2016-01-19 2017-07-27 鹿島建設株式会社 Placing method of lining concrete
JP2020128696A (en) * 2020-05-15 2020-08-27 鹿島建設株式会社 Lining concrete placing method

Also Published As

Publication number Publication date
JP3543288B2 (en) 2004-07-14

Similar Documents

Publication Publication Date Title
CN105736016A (en) Tunnel secondary lining steel bar framework construction equipment and application thereof
CN109505630A (en) Full-hydraulic crawler-type self trestle and construction method
CN110513126A (en) A kind of tunnel double-lining trolley that section-variable can be recycled
JP7018614B2 (en) Method of forming induced joints in concrete structures
CN103352710B (en) The convertible tunnel overhead arch mould plate trolley of a kind of suspension and construction method thereof
JP2018105029A (en) Movable type form device
EP1096105B1 (en) Method for shuttering the walls of a tunnel and shutter for use in the method
HU210385B (en) Line-packing machine with packing aggregate of two seatings
JP6000889B2 (en) Mobile formwork apparatus and lining concrete construction method
JPH10115195A (en) Slide center apparatus
JP7481554B2 (en) Tunnel repair method and repair equipment
CN109519199B (en) Shield tunnel segment supporting trolley
JP7125056B2 (en) Tunnel repair method
CN115559217A (en) Concrete-encased construction method for arch ring of concrete arch bridge with stiff framework
CN216130939U (en) Two linings of walking, cable duct side wall integration platform trucks for tunnel
JP2799624B2 (en) Formwork equipment and tunnel lining method
KR100347912B1 (en) Tunneling Plant
JP7105439B2 (en) Concrete placing device and concrete placing method
JP2956486B2 (en) Forming equipment for lining tunnel arches
JPH09310589A (en) Method and equipment for moving form
JPS592239Y2 (en) Support beam for conveyor for small-section shield excavation
JPH0258700A (en) Moving mechanism of movable form for covering works
JP2020122298A (en) Formwork for tunnel lining
JP2736612B2 (en) Tunnel invert construction method and construction pier device
CN116771389B (en) Full-ring lining device for traffic tunnel and construction method

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20031201

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20031209

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040203

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040302

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040326

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080416

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090416

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090416

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100416

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees