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JP7502649B2 - Tunnel manufacturing method and filling structure - Google Patents
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JP7502649B2 - Tunnel manufacturing method and filling structure - Google Patents

Tunnel manufacturing method and filling structure Download PDF

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JP7502649B2
JP7502649B2 JP2021038954A JP2021038954A JP7502649B2 JP 7502649 B2 JP7502649 B2 JP 7502649B2 JP 2021038954 A JP2021038954 A JP 2021038954A JP 2021038954 A JP2021038954 A JP 2021038954A JP 7502649 B2 JP7502649 B2 JP 7502649B2
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tunnel
opening
plate material
cavity
wall
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JP2022138846A (en
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大輔 遠藤
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INOAC Housing and Construction Materials Co Ltd
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Description

本開示は、トンネルの製造方法および充填構造物に関する。 This disclosure relates to a tunnel manufacturing method and a filling structure.

トンネル覆工は、近年主流の吹付コンクリートによる支保構造と、それ以前に採用されていた矢板工法によるトンネル構造がある。矢板工法は、鋼アーチ支保工や矢板が支障となって、トンネル内壁(例えば、覆工コンクリート)とその背面の地盤(例えば、地山)との間に空洞を残すことがある。 Tunnel linings include the support structure made of sprayed concrete, which has become mainstream in recent years, and tunnel structures made using the sheet pile method, which was previously used. With the sheet pile method, the steel arch supports and sheet piles can get in the way, leaving cavities between the tunnel inner wall (e.g., the lining concrete) and the ground behind it (e.g., the ground).

トンネル内壁は、地盤から圧力を受ける主働領域と、主働領域から内部応力を受けて地盤に向けて変形しようとする受動領域を含む。受動領域は、受動領域の背面に位置する地盤から反力を受けることにより受動領域の変位を抑えている。しかし、空洞が受動領域の背面に存在すると、受動領域が地盤から反力を受けることができず、トンネル内壁の構造的な耐荷力不足を招く。 The inner wall of a tunnel includes a primary area that receives pressure from the ground, and a passive area that receives internal stress from the primary area and tries to deform towards the ground. The passive area is prevented from displacing by receiving a reaction force from the ground located behind it. However, if a cavity exists behind the passive area, the passive area cannot receive the reaction force from the ground, leading to a lack of structural load-bearing capacity of the inner wall of the tunnel.

特許文献1および2は、トンネル内壁(例えば、矢板または覆工コンクリート)に貫通孔を形成し、貫通孔を通じてトンネル背面の空洞内に充填材(例えば、発泡ウレタン)を充填する工法を開示している。特許文献3は、セメント系の充填材を開示している。特許文献4は、発泡ウレタンと軽量骨材を含む充填材を開示している。 Patent documents 1 and 2 disclose a method of forming through holes in the tunnel inner wall (e.g., sheet piles or lining concrete) and filling a filler (e.g., urethane foam) into the cavity at the back of the tunnel through the through holes. Patent document 3 discloses a cement-based filler. Patent document 4 discloses a filler containing urethane foam and lightweight aggregate.

特開2007-146522号公報JP 2007-146522 A 特開2013-91981号公報JP 2013-91981 A 特開2005-163526号公報JP 2005-163526 A 特開2017-53207号公報JP 2017-53207 A

トンネル内壁を補強するために、トンネル背面の空洞が充填材で充填されることがある。このようなトンネル内壁は、比較的大きな開口を有することがある。この開口がトンネル背面の空洞につながっている場合、充填材は、開口を通じてトンネル背面の空洞からトンネルの内空に流出する可能性がある。 To reinforce the tunnel walls, the cavities at the rear of the tunnel are sometimes filled with a filling material. Such tunnel walls may have relatively large openings. If these openings are connected to the cavity at the rear of the tunnel, the filling material may flow out of the cavity at the rear of the tunnel through the openings into the interior of the tunnel.

本開示は、開口を通じた充填材の流出を防止するトンネルの製造方法および充填構造物を提供する。 The present disclosure provides a tunnel manufacturing method and filling structure that prevents the filling material from leaking through the opening.

本開示の一態様に係るトンネルの製造方法は、トンネル内壁に形成された開口であってトンネル内壁と地盤との間に位置する空洞につながる開口を、板材で覆う手順を含む。この方法は、さらに、トンネル内壁または板材に設けた貫通孔を介して、空洞に充填材を充填する手順を含む。 A method for manufacturing a tunnel according to one aspect of the present disclosure includes covering an opening formed in an inner wall of the tunnel that leads to a cavity located between the inner wall of the tunnel and the ground with a plate material. The method further includes filling the cavity with a filler material through a through hole provided in the inner wall of the tunnel or the plate material.

本開示の別の態様に係る充填構造物は、トンネル内壁と地盤の間に位置する空洞に充填された充填構造物である。充填構造物は、トンネル内壁に形成された開口であって、空洞につながる開口を覆う板材を備える。充填構造物は、さらに、空洞内に形成され、板材に接触する充填層を備える。 A filling structure according to another aspect of the present disclosure is a filling structure filled in a cavity located between the inner wall of a tunnel and the ground. The filling structure includes a plate material that covers an opening formed in the inner wall of the tunnel that leads to the cavity. The filling structure further includes a filling layer formed in the cavity and in contact with the plate material.

上記トンネルの製造方法は、充填材の開口を通じた流出を防止できる。 The above tunnel manufacturing method can prevent leakage through openings in the filling material.

本開示の一実施形態に係る充填構造物を示す断面図。FIG. 2 is a cross-sectional view of a packing structure according to an embodiment of the present disclosure. 本開示の一実施形態に係るトンネルの製造プロセスを示すフローチャート。1 is a flow chart illustrating a process for manufacturing a tunnel according to an embodiment of the present disclosure. 本開示の一実施形態に係る製造中のトンネルを示す断面図。FIG. 2 is a cross-sectional view of a tunnel during manufacture according to an embodiment of the present disclosure. 本開示の一実施形態に係る製造中のトンネルを示す断面図。FIG. 2 is a cross-sectional view of a tunnel during manufacture according to an embodiment of the present disclosure. 本開示の一実施形態に係る製造中のトンネルを示す断面図。FIG. 2 is a cross-sectional view of a tunnel during manufacture according to an embodiment of the present disclosure. 本開示の別の実施形態に係る製造中のトンネルを示す断面図。FIG. 13 is a cross-sectional view of a tunnel during manufacture according to another embodiment of the present disclosure.

図1に示すように、充填構造物10は、トンネル内壁30と地盤42の間に位置する空洞43内に充填されている。トンネル内壁30は、例えば、コンクリート製である。トンネル内壁30は、トンネル内空41に面する内周面31と、地盤42に面する外周面32を有する。 As shown in FIG. 1, the filling structure 10 is filled in a cavity 43 located between a tunnel inner wall 30 and the ground 42. The tunnel inner wall 30 is made of, for example, concrete. The tunnel inner wall 30 has an inner peripheral surface 31 facing the tunnel interior space 41 and an outer peripheral surface 32 facing the ground 42.

トンネル内壁30は、さらに、内周面31から外周面32まで延びる開口33を有する。開口33は、例えば、標識、照明、信号、換気装置のようなトンネル内設置物のトンネル内壁からの撤去により残存する開口である。あるいは、開口33は、例えば、トンネル内壁30からのコンクリート片の剥離により形成された開口である。開口33は、これに限られないが、例えば、600mm四方の正方形のサイズおよび形状を有する。 The tunnel inner wall 30 further has an opening 33 extending from the inner circumferential surface 31 to the outer circumferential surface 32. The opening 33 is, for example, an opening remaining due to the removal of an object installed in the tunnel, such as a sign, lighting, signal, or ventilation device, from the tunnel inner wall. Alternatively, the opening 33 is, for example, an opening formed by the peeling off of a piece of concrete from the tunnel inner wall 30. The opening 33 has a size and shape of, for example, a square of 600 mm on each side, but is not limited to this.

トンネル内壁30は、さらに、内周面31から外周面32まで延びる貫通孔34を有する。貫通孔34は、トンネル内空41に設置された充填材送出ポンプから空洞43に充填材を注入するための孔である。貫通孔34は、これに限られないが、例えば、直径32mmの円形のサイズおよび形状を有する。貫通孔34のサイズは、開口33のサイズよりも小さくてもよい。 The tunnel inner wall 30 further has a through hole 34 extending from the inner peripheral surface 31 to the outer peripheral surface 32. The through hole 34 is a hole for injecting a filler material from a filler material delivery pump installed in the tunnel inner space 41 into the cavity 43. The through hole 34 has a size and shape of, for example, a circle with a diameter of 32 mm, but is not limited to this. The size of the through hole 34 may be smaller than the size of the opening 33.

充填構造物10は、開口33を覆う板材11を備える。板材11は、例えば、樹脂、木材、金属、セラミックス、炭素繊維、または、これらの複合材を含む。本実施形態では、板材11は、発泡ウレタン製である。板材11は、これに限られないが、例えば、30mmの厚みを有してもよい。板材11は、紫外線保護層を含んでもよい。紫外線保護層は、繊維またはエポキシ樹脂製であってもよい。 The filling structure 10 includes a plate material 11 that covers the opening 33. The plate material 11 includes, for example, resin, wood, metal, ceramics, carbon fiber, or a composite material thereof. In this embodiment, the plate material 11 is made of urethane foam. The plate material 11 may have a thickness of, for example, 30 mm, but is not limited to this. The plate material 11 may include an ultraviolet protection layer. The ultraviolet protection layer may be made of fiber or epoxy resin.

充填構造物10は、さらに、空洞43内に形成され、板材11に接触する充填層12を備える。充填層12は、例えば、樹脂を含む。本実施形態では、充填層12は、発泡ウレタン製である。発泡ウレタンは、これに限られないが、発泡により30~50倍(好ましくは、36~44倍)の体積膨張をする発泡ウレタンであってもよい。発泡ウレタンは、これに限られないが、約65秒の硬化時間を有してもよい。 The filling structure 10 further includes a filling layer 12 formed in the cavity 43 and in contact with the plate material 11. The filling layer 12 includes, for example, a resin. In this embodiment, the filling layer 12 is made of urethane foam. The urethane foam may be, but is not limited to, a urethane foam that expands in volume by 30 to 50 times (preferably, 36 to 44 times) upon foaming. The urethane foam may have a curing time of about 65 seconds, but is not limited to this.

上述の通り、本実施形態では、板材11は、発泡ウレタン製である。発泡ウレタン製の板材11は、次のような点で優位性を有する。例えば、発泡ウレタンは、軽量なので、板材11がトンネル内壁30に与える影響を最小限にできる。発泡ウレタンは、カッターナイフのような簡易な切断器具により容易に加工可能であるため、板材11が現場で容易に整形され得る。発泡ウレタンは、充填層12(発泡ウレタン)と同系素材であるため、板材11が充填層12に良好に接着し、これにより、板材11の充填層12からの剥離および落下の可能性を最小限にできる。 As described above, in this embodiment, the plate material 11 is made of urethane foam. The plate material 11 made of urethane foam has the following advantages. For example, urethane foam is lightweight, so the impact of the plate material 11 on the tunnel inner wall 30 can be minimized. Urethane foam can be easily processed with a simple cutting tool such as a utility knife, so the plate material 11 can be easily shaped on-site. Because urethane foam is the same material as the filling layer 12 (urethane foam), the plate material 11 adheres well to the filling layer 12, which minimizes the possibility of the plate material 11 peeling off and falling from the filling layer 12.

図2は、トンネルの製造プロセスの一例を示す。以下の各ステップでの作業者は、共通してもよく、異なっていてもよい。 Figure 2 shows an example of a tunnel manufacturing process. The workers in each of the following steps may be the same or different.

作業者は、空洞43につながる開口33を板材11で覆う(ステップS1)。例えば、図3に示すように、板材11は、空洞43内に位置し、トンネル内壁30の外周面32上に配置されてもよい。開口33は、空洞43側の開口面積35を有する。板材11は、開口面積35よりも大きな面積13を有する。例えば、開口33が正方形の場合、板材11は、開口33の辺より長く開口33の対角線よりも短い辺を有する正方形であってもよい。あるいは、板材11は、開口33を通過できる程度に弾性変形可能であってもよい。このような板材11は、開口33を通じてトンネル内空41から空洞43に搬入され得る。 The worker covers the opening 33 leading to the cavity 43 with the plate material 11 (step S1). For example, as shown in FIG. 3, the plate material 11 may be located in the cavity 43 and disposed on the outer peripheral surface 32 of the tunnel inner wall 30. The opening 33 has an opening area 35 on the cavity 43 side. The plate material 11 has an area 13 larger than the opening area 35. For example, when the opening 33 is a square, the plate material 11 may be a square having sides longer than the sides of the opening 33 and shorter than the diagonal line of the opening 33. Alternatively, the plate material 11 may be elastically deformable to an extent that it can pass through the opening 33. Such a plate material 11 can be carried from the tunnel inner space 41 to the cavity 43 through the opening 33.

作業者は、次に、トンネル内壁30に貫通孔34を形成する(ステップS2)。ひとつの貫通孔34は、空洞43内の一定範囲(例えば、半径2m)への充填材の注入に供される。図3に示すように、貫通孔34は、間隔をあけて複数形成されてもよい。貫通孔34は、板材11に形成されてもよい。 The worker then forms through holes 34 in the tunnel inner wall 30 (step S2). Each through hole 34 is used to inject filler into a certain range (e.g., a radius of 2 m) within the cavity 43. As shown in FIG. 3, multiple through holes 34 may be formed at intervals. The through holes 34 may be formed in the plate material 11.

作業者は、次に、貫通孔34を介して、空洞43に充填材を充填する(ステップS3)。具体的には、作業者は、充填材送出ポンプにつながる注入ホース(またはパイプ)を貫通孔34に接続する。作業者は、充填材送出ポンプを駆動して、貫通孔34を介して空洞43に充填材を充填する。 The worker then fills the cavity 43 with the filler material through the through hole 34 (step S3). Specifically, the worker connects an injection hose (or pipe) connected to a filler material delivery pump to the through hole 34. The worker drives the filler material delivery pump to fill the cavity 43 with the filler material through the through hole 34.

図5に示すように、板材11は、弾性を有し、空洞43内で膨張した充填材に押圧されて変形してもよい。具体的には、板材11は、トンネル内空41に向けて撓んでもよい。作業者は、板材11の変形を目視またはセンサにより検出して、空洞43内に適切に充填材が充填されたと判断することができる。作業者は、板材11の過剰に張り出した部分を、切断器具を利用して切除してもよい。 As shown in FIG. 5, the plate material 11 has elasticity and may be deformed by being pressed by the expanding filler material in the cavity 43. Specifically, the plate material 11 may bend toward the tunnel interior space 41. The worker can detect the deformation of the plate material 11 visually or with a sensor and determine that the filler material has been properly filled into the cavity 43. The worker may use a cutting tool to cut off the excessively protruding portion of the plate material 11.

作業者は、次に、貫通孔34に接続された注入ホースを撤去して、充填材の注入作業を完了する。例えば、注入ホースは抜くことも出来るが、注入ホースが樹脂製である場合は、容易に切断することができる。 The worker then removes the injection hose connected to the through hole 34 to complete the filling material injection process. For example, the injection hose can be pulled out, but if the injection hose is made of resin, it can be easily cut.

図2のプロセスでは、開口33が板材11で覆われた後に貫通孔34が形成される。これとは逆に、貫通孔34が形成された後に開口33が板材11で覆われてもよい。また、上述のように、板材11が貫通孔34を有することがある。板材11がトンネル内壁30上に配置されてから貫通孔34が板材11に形成されてもよい。これとは逆に、貫通孔34が板材11に形成されてから、その板材11がトンネル内壁30上に配置されてもよい。 In the process of FIG. 2, the through hole 34 is formed after the opening 33 is covered with the plate material 11. Conversely, the through hole 34 may be formed and then the opening 33 may be covered with the plate material 11. Also, as described above, the plate material 11 may have the through hole 34. The plate material 11 may be placed on the tunnel inner wall 30 and then the through hole 34 may be formed in the plate material 11. Conversely, the through hole 34 may be formed in the plate material 11 and then the plate material 11 may be placed on the tunnel inner wall 30.

図5に示すように、板材11は、トンネル内壁30の外周面32上に配置されている。これに代えて、図6に示すように、板材11は、開口33内に配置されてもよい。例えば、板材11は、外周面14を有する。開口33は、内周面36を有する。板材11の外周面14が開口33の内周面36に面している。 As shown in FIG. 5, the plate material 11 is disposed on the outer peripheral surface 32 of the tunnel inner wall 30. Alternatively, as shown in FIG. 6, the plate material 11 may be disposed within the opening 33. For example, the plate material 11 has an outer peripheral surface 14. The opening 33 has an inner peripheral surface 36. The outer peripheral surface 14 of the plate material 11 faces the inner peripheral surface 36 of the opening 33.

図6の例では、板材11は、隙間なく、あるいは、わずかな隙間をあけて、開口33内に配されている。充填材が空洞43内に充填される工程では、板材11は、トンネル内空41内に設置された構造物によりサポートされてもよい。構造物は、充填材の押圧による板材11の位置ずれを防止する。これに代えて、板材11は、開口33内に圧入されることにより、他の構造物無しに開口33内に固定されていてもよい。例えば、板材11は、弾性を有し、自然状態で開口33よりも大きく、圧縮状態で開口33内に配されてもよい。 In the example of FIG. 6, the plate material 11 is placed in the opening 33 without any gap or with a small gap. In the process of filling the cavity 43 with the filling material, the plate material 11 may be supported by a structure installed in the tunnel inner space 41. The structure prevents the plate material 11 from shifting in position due to the pressure of the filling material. Alternatively, the plate material 11 may be fixed in the opening 33 without any other structure by being pressed into the opening 33. For example, the plate material 11 may have elasticity, be larger than the opening 33 in its natural state, and be placed in the opening 33 in a compressed state.

図6に示すように、板材11は、見た目(意匠性)の向上のため、トンネル内壁30の内周面31に沿うように配置されてもよい。 As shown in FIG. 6, the plate material 11 may be arranged to conform to the inner periphery 31 of the tunnel inner wall 30 to improve appearance (design).

以上、本開示の一実施形態について説明したが、本開示は上記実施形態に限定されるものではなく、発明の要旨を逸脱しない範囲で種々の変更が可能である。特に、本明細書に書かれた複数の実施形態および変形例は必要に応じて任意に組合せ可能である。 Although one embodiment of the present disclosure has been described above, the present disclosure is not limited to the above embodiment, and various modifications are possible without departing from the spirit of the invention. In particular, the multiple embodiments and modifications described in this specification can be combined as desired.

10 充填構造物
11 板材
12 充填層
30 トンネル内壁
31 内周面
32 外周面
33 開口
34 貫通孔
41 トンネル内空
42 地盤
43 空洞
REFERENCE SIGNS LIST 10 Filled structure 11 Plate material 12 Filled layer 30 Tunnel inner wall 31 Inner peripheral surface 32 Outer peripheral surface 33 Opening 34 Through hole 41 Tunnel inner space 42 Ground 43 Cavity

Claims (12)

トンネル内壁に形成された開口であって前記トンネル内壁と地盤との間に位置する空洞につながる前記開口を、板材で覆う手順と、
前記トンネル内壁または前記板材に設けた貫通孔を介して、前記空洞に充填材を充填する手順と、を含み、
前記板材は、外周面を有し、
前記開口は、内周面を有し、
前記開口を板材で覆う手順は、前記板材の前記外周面が前記開口の前記内周面に面するように、前記板材を前記開口内に配置することを含む、
トンネルの製造方法。
covering an opening formed in an inner wall of the tunnel, the opening leading to a cavity located between the inner wall of the tunnel and the ground, with a plate material;
and filling the cavity with a filler material through a through hole provided in the inner wall of the tunnel or the plate material,
The plate has an outer circumferential surface,
The opening has an inner periphery.
the step of covering the opening with a plate material includes disposing the plate material within the opening such that the outer circumferential surface of the plate material faces the inner circumferential surface of the opening;
How tunnels are manufactured.
トンネル内壁に形成された開口であって前記トンネル内壁と地盤との間に位置する空洞につながる前記開口を、板材で覆う手順と、
前記トンネル内壁または前記板材に設けた貫通孔を介して、前記空洞に充填材を充填する手順と、を含み、
前記板材は、前記開口の前記空洞側の開口面積よりも大きい面積を有し、前記開口を通過できる程度に弾性変形可能であり、前記開口を通じて前記空洞に搬入され、前記空洞内に配置することを含む、
トンネルの製造方法。
covering an opening formed in an inner wall of the tunnel, the opening leading to a cavity located between the inner wall of the tunnel and the ground, with a plate material;
and filling the cavity with a filler material through a through hole provided in the inner wall of the tunnel or the plate material,
the plate material has an area larger than an opening area of the opening on the cavity side, is elastically deformable to an extent that the plate material can pass through the opening, is carried into the cavity through the opening, and is disposed in the cavity.
How tunnels are manufactured.
トンネル内壁に形成された開口であって前記トンネル内壁と地盤との間に位置する空洞につながる前記開口を、板材で覆う手順と、
前記トンネル内壁または前記板材に設けた貫通孔を介して、前記空洞に充填材を充填する手順と、を含み、
前記板材は弾性を有し、
前記充填材に押圧されて前記板材が変形するまで前記充填材を充填する、
トンネルの製造方法。
covering an opening formed in an inner wall of the tunnel, the opening leading to a cavity located between the inner wall of the tunnel and the ground, with a plate material;
and filling the cavity with a filler material through a through hole provided in the inner wall of the tunnel or the plate material,
The plate material has elasticity,
The filler is filled until the plate material is pressed by the filler and deformed.
How tunnels are manufactured.
トンネル内壁に形成された開口であって前記トンネル内壁と地盤との間に位置する空洞につながる前記開口を、樹脂製の板材で覆う手順と、
前記トンネル内壁または前記板材に設けた貫通孔を介して、前記空洞に充填材を、前記板材に接触するように充填する手順と、を含む、
トンネルの製造方法。
covering an opening formed in an inner wall of the tunnel, the opening leading to a cavity located between the inner wall of the tunnel and the ground, with a resin plate;
and filling the cavity with a filler material through a through hole provided in the tunnel inner wall or the plate material so as to contact the plate material.
How tunnels are manufactured.
トンネル内壁に形成された開口であって前記トンネル内壁と地盤との間に位置する空洞につながる前記開口を、板材で覆う手順と、
前記トンネル内壁または前記板材に設けた貫通孔を介して、前記空洞に充填材を充填する手順と、を含み、
前記充填材は発泡ウレタンである、
トンネルの製造方法。
covering an opening formed in an inner wall of the tunnel, the opening leading to a cavity located between the inner wall of the tunnel and the ground, with a plate material;
and filling the cavity with a filler material through a through hole provided in the inner wall of the tunnel or the plate material,
The filler is urethane foam.
How tunnels are manufactured.
前記充填材及び前記板材の両者が発泡ウレタン製である請求項1から5のいずれか1項に記載のトンネルの製造方法。 The tunnel manufacturing method according to any one of claims 1 to 5, wherein both the filling material and the plate material are made of urethane foam. トンネル内壁と地盤の間に位置する空洞に充填された充填構造物であって、
前記トンネル内壁に形成された開口であって、前記空洞につながる前記開口を覆う板材と、
前記空洞内に形成され、前記板材に接触する充填層と、
を備え、
前記板材は、外周面を有し、
前記開口は、内周面を有し、
前記板材の前記外周面が前記開口の前記内周面に面するように、前記板材を前記開口内に配置されている充填構造物。
A filling structure filled in a cavity located between the inner wall of a tunnel and the ground,
An opening formed in an inner wall of the tunnel, the opening being connected to the cavity, and a plate material covering the opening;
A filling layer formed in the cavity and in contact with the plate material;
Equipped with
The plate has an outer circumferential surface,
The opening has an inner periphery.
A filling structure in which the plate is placed in the opening such that the outer circumferential surface of the plate faces the inner circumferential surface of the opening.
トンネル内壁と地盤の間に位置する空洞に充填された充填構造物であって、
前記トンネル内壁に形成された開口であって、前記空洞につながる前記開口を覆う板材と、
前記空洞内に形成され、前記板材に接触する充填層と、
を備え、
前記板材は、貫通孔を有しており、前記空洞内に配置されている、充填構造物。
A filling structure filled in a cavity located between the inner wall of a tunnel and the ground,
An opening formed in an inner wall of the tunnel, the opening being connected to the cavity, and a plate material covering the opening;
A filling layer formed in the cavity and in contact with the plate material;
Equipped with
The plate has a through hole and is disposed within the cavity, forming a filling structure.
トンネル内壁と地盤の間に位置する空洞に充填された充填構造物であって、
前記トンネル内壁に形成された開口であって、前記空洞につながる前記開口を覆う板材と、
前記空洞内に形成され、前記板材に接触する充填層と、
を備え、
前記板材は弾性を有し、トンネル内空に向けて撓んでいる充填構造物。
A filling structure filled in a cavity located between the inner wall of a tunnel and the ground,
An opening formed in an inner wall of the tunnel, the opening being connected to the cavity, and a plate material covering the opening;
A filling layer formed in the cavity and in contact with the plate material;
Equipped with
The plate material is a filling structure that has elasticity and bends toward the interior of the tunnel.
トンネル内壁と地盤の間に位置する空洞に充填された充填構造物であって、
前記トンネル内壁に形成された開口であって、前記空洞につながる前記開口を覆う樹脂製の板材と、
前記空洞内に形成され、前記板材に接触する充填層と、
を備える充填構造物。
A filling structure filled in a cavity located between the inner wall of a tunnel and the ground,
An opening formed in an inner wall of the tunnel, the opening being connected to the cavity, and a resin plate material covering the opening;
A filling layer formed in the cavity and in contact with the plate material;
A filling structure comprising:
トンネル内壁と地盤の間に位置する空洞に充填された充填構造物であって、
前記トンネル内壁に形成された開口であって、前記空洞につながる前記開口を覆う板材と、
前記空洞内に形成され、前記板材に接触する発泡ウレタン製の充填層と、
を備える充填構造物。
A filling structure filled in a cavity located between the inner wall of a tunnel and the ground,
An opening formed in an inner wall of the tunnel, the opening being connected to the cavity, and a plate material covering the opening;
A filling layer made of urethane foam formed in the cavity and in contact with the plate material;
A filling structure comprising:
前記充填層及び前記板材の両者が発泡ウレタン製である請求項7から11のいずれか1項に記載の充填構造物。 The filling structure according to any one of claims 7 to 11, wherein both the filling layer and the plate material are made of urethane foam.
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JP2002226856A (en) 2001-02-07 2002-08-14 Nippon Polyurethane Ind Co Ltd Injectable medicinal liquid composition for gap filling and gap filling method using the same
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JP2003027891A (en) 2001-07-18 2003-01-29 Toyoo Matsushita Injection tool for back-filling material for tunnel
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JP2001317298A (en) 2000-05-09 2001-11-16 Katori Eng Kk Plate for repairing tunnel lining part, and repairing structure of tunnel lining surface using plate
JP2002226856A (en) 2001-02-07 2002-08-14 Nippon Polyurethane Ind Co Ltd Injectable medicinal liquid composition for gap filling and gap filling method using the same
JP2002256543A (en) 2001-02-27 2002-09-11 Shimizu Corp Grouting equipment
JP2003027891A (en) 2001-07-18 2003-01-29 Toyoo Matsushita Injection tool for back-filling material for tunnel
JP2017119963A (en) 2015-12-28 2017-07-06 東海旅客鉄道株式会社 Concrete base material repairing method, boring tool, injection plug, injection unit
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