JP2001173396A - Falling object prevention construction in tunnel, falling object prevention method, and falling object preventing member - Google Patents

Falling object prevention construction in tunnel, falling object prevention method, and falling object preventing member

Info

Publication number
JP2001173396A
JP2001173396A JP35506599A JP35506599A JP2001173396A JP 2001173396 A JP2001173396 A JP 2001173396A JP 35506599 A JP35506599 A JP 35506599A JP 35506599 A JP35506599 A JP 35506599A JP 2001173396 A JP2001173396 A JP 2001173396A
Authority
JP
Japan
Prior art keywords
support member
tunnel
concrete
concrete lining
falling object
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
JP35506599A
Other languages
Japanese (ja)
Inventor
Hiromichi Takahashi
宏通 高橋
Kenichi Senda
賢一 千田
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.)
Koiwa Kanaami Co Ltd
Original Assignee
Koiwa Kanaami 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 Koiwa Kanaami Co Ltd filed Critical Koiwa Kanaami Co Ltd
Priority to JP35506599A priority Critical patent/JP2001173396A/en
Publication of JP2001173396A publication Critical patent/JP2001173396A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a falling object prevention construction inside a tunnel capable of preventing the falling of large and small objects with the prevention work carried out easily, a falling object prevention method, and a falling object prevention member. SOLUTION: They comprise netting attached to the surface of concrete lining already formed inside a tunnel and support members penetrating through concrete lining; and they are the falling body prevention construction having netting and support members for concrete masses placed in the natural ground at the rear of concrete lining, anchor devices for support members having anchor holes attached to the netting in addition to their working methods. The feature of the falling object prevention members is that the support member anchor means having anchoring holes for inserting the support members are attached to the netting at predetermined intervals.

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、トンネル内の落下
物防止構造及び落下物防止方法及び落下物防止材に関す
るものである。
The present invention relates to a structure for preventing falling objects in a tunnel, a method for preventing falling objects, and a material for preventing falling objects.

【0002】[0002]

【従来の技術】トンネル内側には、地山の風化や、地山
の崩落を防止するためにコンクリート等で覆工を行う。
コンクリートは、使用年数、使用環境等によってひび割
れを生じ、剥離又は分離したコンクリート塊等が崩落す
るおそれがある。従来のトンネル内のコンクリート塊等
の落下物防止は、コンクリート覆工の表面において、H
鋼又は溝形鋼をトンネル周方向に沿うように設置する。
トンネル軸方向に対しては所定の間隔で設置する。
2. Description of the Related Art The inside of a tunnel is covered with concrete or the like to prevent weathering of the ground or collapse of the ground.
Concrete may be cracked depending on the years of use, the use environment, and the like, and there is a possibility that the separated or separated concrete blocks may collapse. The conventional method for preventing falling objects such as concrete blocks in a tunnel is based on the fact that H
Steel or channel steel is installed along the tunnel circumferential direction.
At predetermined intervals in the tunnel axis direction.

【0003】[0003]

【本発明が解決しようとする課題】前記した従来のトン
ネル内の落下物防止にあっては、次のような問題点があ
る。 <イ>H鋼等は一定の間隔をおいて設置される。このた
め、H鋼等で支保されないコンクリート塊等は落下する
危険性がある。つまり、コンクリート覆工の表面の一部
等のように小さな物が剥離する場合に、所定の間隔で設
置するH鋼等で受け止めることができない。 <ロ>ひび割れして分離したコンクリート塊等の落下防
止を目的としている。このため、コンクリート覆工を補
修するものではない。
There are the following problems in the above-described conventional method for preventing a falling object in a tunnel. <A> H steel and the like are installed at regular intervals. For this reason, there is a danger that concrete blocks and the like that are not supported by H steel or the like may fall. That is, when a small object such as a part of the surface of the concrete lining peels, it cannot be received by the H steel or the like installed at a predetermined interval. <B> The purpose is to prevent falling concrete chunks separated by cracking. For this reason, it does not repair concrete lining.

【0004】[0004]

【本発明の目的】本発明は上記したような従来の問題を
解決するためになされたもので、簡易に施工でき、大小
の物の落下を防止するトンネル内の落下物防止構造及び
落下物防止方法及び落下物防止材を提供することを目的
とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and can be easily constructed, and has a structure for preventing falling objects in a tunnel for preventing falling of large and small objects. It is an object to provide a method and a fall prevention material.

【0005】[0005]

【課題を解決するための手段】上記のような目的を達成
するために、本発明は、トンネル内部に既打設されたコ
ンクリート覆工の表面に取り付けた網状物と、コンクリ
ート覆工を貫通する支持部材であって、コンクリート覆
工の背面の地山に打設した、網状物及びコンクリート塊
の支持部材と、網状物に取り付けた定着用孔を有する支
持部材定着具と、からなることを特徴としたトンネル内
の落下物防止構造とその施工方法である。落下物防止材
は、網状物に、支持部材を挿通する定着用孔を有する支
持部材定着具を、所定の間隔で取り付けたことを特徴と
するものである。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention relates to a mesh attached to the surface of a concrete lining already installed in a tunnel, and penetrating the concrete lining. A support member, comprising: a support member of a mesh and a concrete lump, which is cast on the ground behind the concrete lining, and a support member fixing tool having a fixing hole attached to the mesh. It is a structure for preventing falling objects in a tunnel and its construction method. The fallen object preventing member is characterized in that a support member fixing tool having a fixing hole through which the support member is inserted is attached to the mesh at a predetermined interval.

【0006】[0006]

【本発明の実施の態様】以下図面を参照しながら本発明
のトンネル内の落下物防止構造及び落下物防止材の実施
例について説明する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an exploded perspective view showing a structure for preventing a falling object in a tunnel according to the present invention.

【0007】[0007]

【実施例1】<イ>落下物防止材 落下物防止材1は、下記の網状物11に下記の支持部材
定着具21を取り付けたものをいう。取り付けは溶接等
により行う。取付け数及び位置は、下記の支持部材の必
要本数等によって異なる。図2に実施例を示す。
First Embodiment <A> Falling Object Prevention Material The falling object prevention material 1 is a net-like material 11 to which a support member fixing tool 21 described below is attached. Mounting is performed by welding or the like. The number and positions of the attachments vary depending on the required number of support members described below. FIG. 2 shows an embodiment.

【0008】<ロ>網状物 網状物11は、コンクリート覆工の表面のひび割れなど
の発生状態が網状物を通して確認でき、トンネルの使用
に支障をきたす落下物を防止する程度の網目の大きさを
有する。例えば、一辺の長さが5〜100mmの正方形
の網目を有するものを使用する。網状物11には、鋼
製、樹脂製等が使用できる。例えば、金網、エキスパン
ドメタル、穴あき板等が使用できる。鋼製等の腐食性材
料を使用する場合は、表面を亜鉛メッキ等して防食する
ことができる。また、一枚では強度が足りない場合は、
網状物11を2枚重ねて使用することもできる。
<B> Reticulated object The reticulated material 11 has a mesh size enough to prevent occurrence of cracks and the like on the surface of the concrete lining through the reticulated material and to prevent falling objects that hinder use of the tunnel. Have. For example, one having a square mesh having a side length of 5 to 100 mm is used. The net 11 can be made of steel, resin, or the like. For example, wire mesh, expanded metal, perforated plate, etc. can be used. When a corrosive material such as steel is used, the surface can be galvanized to prevent corrosion. Also, if one piece is not strong enough,
Two reticulated objects 11 can be used.

【0009】<ハ>支持部材定着具 支持部材定着具21は、有孔の板材をいう。例えば、定
着用孔22を有するアンカープレート等が使用できる。
支持部材定着具21に鋼製等の腐食性材料を使用する場
合は、表面を亜鉛メッキ等して防食することができる。
定着用孔22の大きさは、下記の支持部材2が通る大き
さとなる。
<C> Supporting member fixing device The supporting member fixing device 21 is a perforated plate material. For example, an anchor plate having a fixing hole 22 can be used.
When a corrosive material such as steel is used for the support member fixing tool 21, the surface can be galvanized to prevent corrosion.
The size of the fixing hole 22 is a size through which the support member 2 described below passes.

【0010】<ニ>支持部材 支持部材2は、コンクリート覆工の厚さ以上の長さを有
する棒材又は線材である。例えば、ロックボルト、鉄
筋、PC鋼より線等が使用できる。
<D> Support Member The support member 2 is a bar or a wire having a length equal to or greater than the thickness of the concrete lining. For example, lock bolts, reinforcing bars, PC steel strands, and the like can be used.

【0011】以下図1、2を参照しながら本発明のトン
ネル内の落下物防止方法の実施例について説明する。
An embodiment of the method for preventing falling objects in a tunnel according to the present invention will be described below with reference to FIGS.

【0012】<イ>落下物防止材の設置 コンクリート覆工の周方向に落下物防止材1を取り付け
る。落下物防止材1の取り付けは、下記の支持部材2の
打設により行う。網状物11からなる落下物防止材1
は、軽量であるため取り扱いが容易である。落下物防止
材1はトンネル周方向に張る。このため、トンネル坑口
から順に設置する必要がなく、トンネル内のどの位置か
らも設置を開始することができる。
<A> Installation of Falling Object Prevention Material The falling object prevention material 1 is attached in the circumferential direction of the concrete lining. Attachment of the falling object prevention member 1 is performed by driving the support member 2 described below. Falling object prevention material 1 consisting of mesh material 11
Is lightweight and easy to handle. The falling object prevention member 1 is stretched in the tunnel circumferential direction. For this reason, it is not necessary to install in order from the tunnel entrance, and the installation can be started from any position in the tunnel.

【0013】<ロ>支持部材の打設 支持部材2を、定着用孔22から打設する。支持部材の
打設方法には、2通りの方法が考えられる。第1の方法
は、レッグドリル等によって削孔を行った後に支持部材
2を挿入する方法である。第2の方法は、支持部材2の
先端に掘削用ビットを取り付け、それを使用して削孔を
行う。そして、削孔後はそのまま支持部材2を設置する
自穿孔方式である。支持部材2と削孔壁の間には、セメ
ントペースト又はモルタル等を注入して、コンクリート
覆工及び地山と一体化させる。地山に打ち込んだ支持部
材2によって、コンクリート覆工4は支持される。
<B> Installation of Support Member The support member 2 is installed from the fixing hole 22. There are two possible methods for placing the support member. The first method is to insert the support member 2 after drilling holes using a leg drill or the like. In the second method, an excavation bit is attached to the tip of the support member 2 and drilling is performed using the bit. Then, the self-drilling method is used in which the support member 2 is installed as it is after the drilling. Cement paste or mortar or the like is injected between the support member 2 and the drilled wall to integrate with the concrete lining and the ground. The concrete lining 4 is supported by the support member 2 driven into the ground.

【0014】<ハ>支持部材の定着 支持部材2のトンネル内側に突出した端部は、支持部材
定着具21に溶接又はナット等によって定着する。この
結果、網状物11は支持部材定着具21を介して支持部
材2により支持される。
<C> Fixing of Support Member The end of the support member 2 protruding inside the tunnel is fixed to the support member fixing tool 21 by welding or a nut or the like. As a result, the mesh 11 is supported by the support member 2 via the support member fixing tool 21.

【0015】<ニ>その他の方法 その他の方法として、落下物防止材1を仮止めすること
によって設置する。その後に、定着用孔22から支持部
材2を打設する。
<D> Other methods As another method, the falling object prevention member 1 is temporarily fixed and installed. Thereafter, the support member 2 is cast from the fixing hole 22.

【0016】[0016]

【実施例2】コンクリート覆工4と地山5の間に間隙6
があると考えられる場合は、以下の方法も実施できる。
以下、図3を参照にして説明する。
Embodiment 2 A gap 6 between the concrete lining 4 and the ground 5
If it is considered that there is, the following method can also be implemented.
Hereinafter, description will be made with reference to FIG.

【0017】コンクリート覆工4と地山5の間に間隙6
があると予想される場合は、コンクリート又はモルタル
又はセメントペーストをその間隙に充填できる。充填
は、支持部材2を打設した削孔を利用する。つまり、支
持部材2を打設した削孔と間隙6が通じていれば、その
孔からコンクリート又はモルタル又はセメントペースト
の充填をすることができる。なお、間隙6の位置が予想
できる場合は、別途、コンクリート覆工を削孔し、その
孔からセメントペースト等の充填をすることもできる。
ひび割れ31が間隙6まで貫通している場合は、間隙6
に充填されたセメントペーストがひび割れ31にも浸入
する。この結果、コンクリート覆工のひび割れ31は接
着される。
A gap 6 between the concrete lining 4 and the ground 5
If there is expected to be there, concrete or mortar or cement paste can be filled into the gap. The filling is performed using a drilled hole in which the support member 2 is cast. That is, if the hole 6 in which the support member 2 is cast and the gap 6 communicate, the concrete, mortar, or cement paste can be filled from the hole. In addition, when the position of the gap 6 can be expected, a hole can be separately formed in the concrete lining and a cement paste or the like can be filled from the hole.
If the crack 31 penetrates to the gap 6, the gap 6
The cement paste filled in also enters the cracks 31. As a result, the cracks 31 in the concrete lining are bonded.

【0018】[0018]

【本発明の効果】本発明のトンネル内の落下物防止構造
及び落下物防止方法及び落下物防止材は以上説明したよ
うになるから次のような効果を得ることができる。 <イ>網状物をコンクリート覆工の表面に設置する。こ
のため、コンクリート表面の剥離等の小さな物の落下を
防止できる。 <ロ>コンクリート覆工を貫通して支持部材を地山に打
設する。このため、コンクリート塊等の大きな物の落下
も防止できる。 <ハ>あらかじめ所定の間隔で支持部材定着具を取り付
けた網状物を使用する。このため、支持部材を打設する
位置及び本数が明確となる。この結果、施工性が向上
し、施工管理にも利用できる。 <ニ>網状物をコンクリート覆工の表面に設置する。こ
のため、落下物防止方法の実施後もコンクリート覆工の
表面のひび割れ等の状態を観察することができる。 <ホ>コンクリート覆工と地山の間に間隙がある場合は
セメントペースト等を充填することもできる。ひび割れ
がその間隙まで貫通している場合は、セメントペースト
等がひび割れにも充填される。この結果、コンクリート
覆工を補修したことと同様の効果を得ることができる。
As described above, the structure for preventing falling objects in the tunnel, the method for preventing falling objects, and the material for preventing falling objects according to the present invention are as described above, and the following effects can be obtained. <B> Install the mesh on the surface of the concrete lining. For this reason, it is possible to prevent a small object from falling such as peeling of the concrete surface. <B> The support member is cast into the ground through the concrete lining. For this reason, it is possible to prevent a large object such as a concrete lump from falling. <C> A mesh material to which a fixing member for a supporting member is attached in advance at a predetermined interval is used. For this reason, the position and the number of the support members to be cast are clear. As a result, the workability is improved and can be used for construction management. <D> Install the mesh on the surface of the concrete lining. For this reason, even after the fall object prevention method is performed, it is possible to observe a state such as a crack on the surface of the concrete lining. <E> If there is a gap between the concrete lining and the ground, a cement paste or the like can be filled. When the crack penetrates to the gap, the cement paste or the like also fills the crack. As a result, the same effect as that obtained by repairing the concrete lining can be obtained.

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

【図1】本発明のトンネル内の落下物防止構造及び落下
物防止方法の実施例の説明図
FIG. 1 is an explanatory view of an embodiment of a falling object prevention structure and a falling object prevention method in a tunnel according to the present invention.

【図2】落下物防止材の実施例の説明図FIG. 2 is an explanatory view of an embodiment of a falling object prevention member.

【図3】本発明の実施例2の説明図FIG. 3 is an explanatory diagram of a second embodiment of the present invention.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】トンネル内部に既打設されたコンクリート
覆工の表面に取り付けた網状物と、 コンクリート覆工を貫通する支持部材であって、コンク
リート覆工の背面の地山に打設した、網状物及びコンク
リート塊の支持部材と、網状物に取り付けた定着用孔を
有する支持部材定着具と、からなるトンネル内の落下物
防止構造。
1. A mesh member attached to a surface of a concrete lining already installed in a tunnel, and a support member penetrating the concrete lining, the support member being installed on the ground at the back of the concrete lining. A structure for preventing falling objects in a tunnel, comprising: a support member for a net and a concrete block; and a support member fixing tool having a fixing hole attached to the net.
【請求項2】トンネル内部に既打設されたコンクリート
覆工の表面に取り付けた網状物と、 コンクリート覆工を貫通する支持部材であって、コンク
リート覆工の背面の地山に打設した、網状物及びコンク
リート塊の支持部材と、網状物に取り付けた定着用孔を
有する支持部材定着具と、コンクリート覆工と地山の間
隙に充填したモルタル又はコンクリート又はセメントペ
ーストと、からなるトンネル内の落下物防止構造。
2. A mesh member attached to the surface of a concrete lining already installed in the tunnel, and a support member penetrating the concrete lining, which is installed on the ground behind the concrete lining. A support member for mesh and concrete blocks, a support member fixing tool having a fixing hole attached to the mesh, and a mortar or concrete or cement paste filled in the gap between the concrete lining and the ground, Falling object prevention structure.
【請求項3】トンネル内部に既打設されたコンクリート
覆工の表面において、 トンネル周方向に、定着用孔を有する支持部材定着具を
取り付けた網状物を張り、 網状物及びコンクリート塊の支持部材を、コンクリート
覆工を貫通して背面の地山に打設し、前記支持部材定着
具に前記支持部材の一端を定着することを特徴とした、
トンネル内の落下物防止方法。
3. A mesh member provided with a fixing member having a fixing hole having a fixing hole is stretched in the circumferential direction of the tunnel on the surface of the concrete lining that has already been cast inside the tunnel. Was pierced through the concrete lining and poured into the ground on the back side, wherein one end of the support member was fixed to the support member fixing tool,
How to prevent falling objects in the tunnel.
【請求項4】トンネル内部に既打設されたコンクリート
覆工の表面において、 トンネル周方向に、定着用孔を有する支持部材定着具を
取り付けた網状物を張り、 トンネル内側から地山方向に貫通する削孔をし、 その孔からコンクリート覆工と地山の間隙にモルタル又
はコンクリート又はセメントペーストを充填し、 網状物及びコンクリート塊の支持部材を、コンクリート
覆工を貫通して背面の地山に打設し、前記支持部材定着
具に前記支持部材の一端を定着することを特徴とした、
トンネル内の落下物防止方法。
4. On the surface of the concrete lining that has already been installed inside the tunnel, a mesh member with a support member fixing device having a fixing hole is attached in the circumferential direction of the tunnel, and penetrates from the inside of the tunnel toward the ground. Mortar or concrete or cement paste is filled into the gap between the concrete lining and the ground through the hole, and the mesh and concrete mass support members are passed through the concrete lining to the ground on the back. Casting, fixing one end of the support member to the support member fixing tool,
How to prevent falling objects in the tunnel.
【請求項5】網状物に、 支持部材を挿通する定着用孔を有する支持部材定着具
を、所定の間隔で取り付けたことを特徴とする、 落下物防止材。
5. A fallen object prevention material, wherein a support member fixing tool having a fixing hole for inserting a support member is attached to a mesh at predetermined intervals.
JP35506599A 1999-12-14 1999-12-14 Falling object prevention construction in tunnel, falling object prevention method, and falling object preventing member Pending JP2001173396A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35506599A JP2001173396A (en) 1999-12-14 1999-12-14 Falling object prevention construction in tunnel, falling object prevention method, and falling object preventing member

Publications (1)

Publication Number Publication Date
JP2001173396A true JP2001173396A (en) 2001-06-26

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Country Status (1)

Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006274630A (en) * 2005-03-29 2006-10-12 Railway Technical Res Inst Tunnel lining concrete exfoliation preventing method and its structure
JP2017031726A (en) * 2015-08-04 2017-02-09 東海旅客鉄道株式会社 Lock bolt and construction method thereof
WO2017128716A1 (en) * 2016-01-29 2017-08-03 中国矿业大学 Anti-spalling blocking bar for large cross-section coal gallery excavation work surface and supporting method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006274630A (en) * 2005-03-29 2006-10-12 Railway Technical Res Inst Tunnel lining concrete exfoliation preventing method and its structure
JP4494267B2 (en) * 2005-03-29 2010-06-30 財団法人鉄道総合技術研究所 Tunnel lining concrete peeling prevention structure
JP2017031726A (en) * 2015-08-04 2017-02-09 東海旅客鉄道株式会社 Lock bolt and construction method thereof
WO2017128716A1 (en) * 2016-01-29 2017-08-03 中国矿业大学 Anti-spalling blocking bar for large cross-section coal gallery excavation work surface and supporting method

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