JPH086157Y2 - Recessed hole blocking device for bolt connection of concrete segment for tunnel - Google Patents

Recessed hole blocking device for bolt connection of concrete segment for tunnel

Info

Publication number
JPH086157Y2
JPH086157Y2 JP2394293U JP2394293U JPH086157Y2 JP H086157 Y2 JPH086157 Y2 JP H086157Y2 JP 2394293 U JP2394293 U JP 2394293U JP 2394293 U JP2394293 U JP 2394293U JP H086157 Y2 JPH086157 Y2 JP H086157Y2
Authority
JP
Japan
Prior art keywords
recessed hole
tunnel
concrete
plate
bolt connection
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2394293U
Other languages
Japanese (ja)
Other versions
JPH0682200U (en
Inventor
昭彦 斉藤
近藤  誠
尚 飯坂
Original Assignee
株式会社イザカ護謨商会
昭彦 斉藤
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 株式会社イザカ護謨商会, 昭彦 斉藤 filed Critical 株式会社イザカ護謨商会
Priority to JP2394293U priority Critical patent/JPH086157Y2/en
Publication of JPH0682200U publication Critical patent/JPH0682200U/en
Application granted granted Critical
Publication of JPH086157Y2 publication Critical patent/JPH086157Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、トンネル工事におい
て、地山に掘削した掘削孔の内面に、弧状の多数のコン
クリートセグメントを端部より順次環状に連結して一次
覆工層を形成し、その内面に止水シートを貼設して、さ
らにその内側に二次覆工層を打設する際、コンクリート
の圧力により、止水シートがセグメントのボルト連結用
凹入孔に落ち込むのを防止するため、凹入孔の開口面を
閉塞する装置に関するものである。
[Industrial application] This invention, in tunnel construction, forms a primary lining layer by sequentially connecting a number of arc-shaped concrete segments in an annular shape from the end to the inner surface of the excavation hole excavated in the ground. Prevents the waterproof sheet from falling into the bolt connection recessed holes of the segment due to the pressure of concrete when the waterproof sheet is pasted on the inner surface and the secondary lining layer is placed inside it. Therefore, the present invention relates to a device for closing the opening surface of the recessed hole.

【0002】[0002]

【従来の技術】セグメント方式によるトンネルは、概ね
図3と図4に示すように、地山に掘削した掘削孔(1)
に、端部より順に、予め製作した弧状に湾曲する板状の
多数のコンクリートセグメント(2)を、ボルト(図示省
略)をもって環状に連結して、筒状の一次覆工層(3)を
形成し、その内面に、地山からの湧水の浸透を防止する
ための止水シート(S)を貼設し、さらにその内面と、そ
の内側に構築した筒状型枠(図示省略)との間にコンクリ
ートを打設することにより、二次覆工層(4)を形成して
構築される。
2. Description of the Related Art A segment type tunnel is generally constructed as shown in FIG. 3 and FIG.
In order from the end, a large number of plate-shaped concrete segments (2) that are manufactured in advance and curved in an arc shape are connected in an annular shape with bolts (not shown) to form a cylindrical primary lining layer (3). However, a water blocking sheet (S) is attached to the inner surface to prevent the seepage of spring water from the ground, and the inner surface and the cylindrical formwork (not shown) built inside It is constructed by forming a secondary lining layer (4) by placing concrete between them.

【0003】一次覆工層(3)を形成する各セグメント
(2)の連結は、各セグメント(2)の端部に予め凹入孔
(5)及び凹入孔(5)と外側面とを連通するボルト孔(6)
を形成しておき、隣設する両セグメント(2)の両ボルト
孔(6)を挿通するボルト(図示略)により締結して行なわ
れている。
Each segment forming the primary lining layer (3)
The connection of (2) is made by inserting a concave hole in the end of each segment (2) in advance.
(5) and bolt hole (6) that connects the recessed hole (5) and the outer surface
Is formed and fastened by bolts (not shown) inserted through both bolt holes (6) of the adjacent segments (2).

【0004】しかし上述の状態のまま一次覆工層(3)の
内面に貼設した止水シート(S)の内側に、二次覆工層
(4)を形成するためのコンクリートを打設すると、止水
シート(S)が凹入孔(5)内に落ち込んで、止水シート
(S)が破損したり、止水効果が得られなくなったりする
おそれがある。
However, in the above state, the secondary lining layer is provided inside the water blocking sheet (S) attached to the inner surface of the primary lining layer (3).
When the concrete for forming (4) is cast, the water blocking sheet (S) drops into the recessed hole (5),
(S) may be damaged or the water-stopping effect may not be obtained.

【0005】また、止水シート(S)を設けないで、セグ
メント(2)の内面に直接二次覆工用コンクリートを打設
する場合には、コンクリートが凹入孔(5)に流入し、コ
ンクリートの硬化時に二次覆工層(4)に引張応力が発生
して亀裂が生ずるおそれがある。
When the secondary lining concrete is directly placed on the inner surface of the segment (2) without providing the water blocking sheet (S), the concrete flows into the recessed hole (5), When the concrete hardens, a tensile stress may be generated in the secondary lining layer (4) to cause cracks.

【0006】この問題を解決する手段として、例えば図
5に示すようなものがある。同図において、(7)は凹入
孔(5)の開口面より若干大型の閉塞板で、その裏面(図
5の上面)には、開口面より若干小型の扁平な方形枠
(8)が連設され、その外周面には、閉塞板(7)と平行な
方向を向く断面鳩尾形の取付溝(9)が形成されている。
As a means for solving this problem, there is, for example, one shown in FIG. In the figure, (7) is a closing plate slightly larger than the opening surface of the recessed hole (5), and its back surface (upper surface in FIG. 5) is a flat rectangular frame slightly smaller than the opening surface.
(8) are continuously provided, and a mounting groove (9) having a dovetail-shaped cross section is formed on the outer peripheral surface thereof in a direction parallel to the closing plate (7).

【0007】取付溝(9)には、可撓性の抜止帯(10)の裏
面が嵌合し、抜止帯(10)の表面には、閉塞板(7)の端縁
に向かって傾斜する、凹入孔(5)の側面(5a)と抜止帯(1
0)の間隔より若干広幅の複数の係止片(11)が突設されて
いる。
The back surface of the flexible retaining band (10) is fitted in the mounting groove (9), and the front surface of the retaining band (10) is inclined toward the edge of the closing plate (7). , The side surface (5a) of the recessed hole (5) and the retaining band (1
A plurality of locking pieces (11) slightly wider than the interval (0) are provided in a protruding manner.

【0008】上述の閉塞板(7)は、方形枠(8)を凹入孔
(5)に押し込めば、可撓性の各係止片(11)が凹入孔(5)
の側面(5a)に弾性圧接し、各係止片(11)は上述のように
傾斜し、側面(5a)は粗面で若干の凹凸があるので、閉塞
板(7)は凹入孔(5)に抜去不能に嵌合する。
The above-mentioned closing plate (7) has a rectangular frame (8) with a concave insertion hole.
If pushed into (5), each flexible locking piece (11) will have a recessed hole (5).
Since the side surface (5a) is elastically pressure contacted, each locking piece (11) is inclined as described above, and the side surface (5a) is rough and has some irregularities, the closing plate (7) has a concave hole ( It fits in 5) so that it cannot be removed.

【0009】ついで止水シート(S)を、各閉塞板(7)の
表面あるいは第1覆工層(3)の適所に係止して張設し、
第2覆工層(4)用のコンクリートを打設すれば、止水シ
ート(S)が凹入孔(5)内に落ち込んだり、コンクリート
が凹入孔内に流入したりするおそれはない。
Then, the water blocking sheet (S) is stretched by being locked on the surface of each closing plate (7) or at an appropriate position of the first lining layer (3),
If the concrete for the second lining layer (4) is cast, there is no risk that the water blocking sheet (S) will fall into the recessed hole (5) and that the concrete will flow into the recessed hole.

【0010】[0010]

【考案が解決しようとする課題】しかし凹入孔(5)の形
状や大きさは、同じセグメント(2)においてもボルトを
連結する個所により異なり、またトンネルの規模が異な
れば、当然異なるので、図3に示す閉塞装置は、それら
の凹入孔(5)に対応して、多種類のものを用意する必要
がある。
However, the shape and size of the recessed hole (5) differ depending on where the bolts are connected even in the same segment (2), and naturally differ if the scale of the tunnel is different. The closing device shown in FIG. 3 needs to be prepared in various types corresponding to the recessed holes (5).

【0011】本考案は、閉塞板とこれをセグメント(2)
の凹入孔(5)に固定する部材とを、分離可能かつ装着容
易とすることにより、凹入孔(5)の形状や大きさ等に応
じて閉塞板の寸法等を自由に設定し、かつ簡単に組立て
て、凹入孔(5)に嵌合しうるようにしたトンネル用コン
クリートセグメントのボルト連結用凹入孔閉塞装置を提
供することを目的としている。
According to the present invention, a closure plate and a segment (2)
The member to be fixed to the recessed hole (5) can be separated and easily mounted, so that the dimension of the closing plate can be freely set according to the shape and size of the recessed hole (5), Another object of the present invention is to provide a recessed hole closing device for bolt connection of a concrete segment for a tunnel, which can be easily assembled and fitted into the recessed hole (5).

【0012】[0012]

【課題を解決するための手段】上記目的を達成するた
め、本考案の装置は、コンクリートセグメント同士のボ
ルト連結用凹入孔の開口面より若干大型の閉塞板と、閉
塞板の端部に着脱自在に嵌合する横向U字形の嵌合部の
一面に、凹入孔内に、その側面に近接して挿入しうる抜
止板を立設し、抜止板の外側面に、嵌合部の屈曲部に向
かって傾斜し、かつ先端が凹入孔の内面に圧接する、可
撓性の係止片を連設した嵌着材とを備えることを特徴と
している。
In order to achieve the above object, the device of the present invention is provided with a closing plate slightly larger than the opening surface of the recessed hole for connecting bolts between concrete segments and attached to and detached from the ends of the closing plate. On one surface of the lateral U-shaped fitting portion that can be freely fitted, a retaining plate that can be inserted close to the side surface is provided upright in the concave hole, and the fitting portion is bent on the outer surface of the retaining plate. And a fitting member in which a flexible locking piece is continuously provided, the tip of which is inclined toward the portion and the tip of which is pressed against the inner surface of the recessed hole.

【0013】[0013]

【作用】本考案の装置は、これをコンクリートセグメン
トの凹入孔に押し込めば、各係止片が凹入孔の側面に弾
性係合して、抜去不能に凹入孔を閉塞する。しかも本考
案の装置は、閉塞板の大きさと嵌着材の長さを適宜調節
して、形状と大きさの異なる多種類の凹入孔に対応する
ことができ、また必要に応じ、嵌着材を閉塞板の4辺ま
たは任意の辺に嵌設して、無駄なく活用することができ
る。
When the device of the present invention is pushed into the recessed hole of the concrete segment, each locking piece elastically engages the side surface of the recessed hole so that the recessed hole cannot be removed. Moreover, the device of the present invention can adjust the size of the closing plate and the length of the fitting material appropriately to accommodate various kinds of recessed holes having different shapes and sizes, and if necessary, fit the fitting hole. The material can be fitted to the four sides or any side of the closing plate to be utilized without waste.

【0014】[0014]

【実施例】図1と図2は本考案装置の一実施例を示すも
ので、図5に示す従来装置と同様の各部材には、同一の
符号を付して説明を省略する。上記(7)に相当する本考
案装置の閉塞板(12)は平板で、材質は木板、鉄板、合成
樹脂板等各種のものを使用することができる。
1 and 2 show an embodiment of the device of the present invention. The same members as those of the conventional device shown in FIG. 5 are designated by the same reference numerals and their description is omitted. The closure plate (12) of the device of the present invention corresponding to the above (7) is a flat plate, and various materials such as wood plate, iron plate, synthetic resin plate can be used.

【0015】閉塞板(12)の図1左右両端部(以下方向は
図1についていう)には、たとえば適度の弾性を有する
可撓性の合成樹脂材料により成形した嵌着材(13)の、横
向U字形の嵌合部(14)が、着脱自在に嵌合されている。
At both right and left ends of FIG. 1 of the closing plate (12) (hereinafter, the directions refer to FIG. 1), for example, a fitting material (13) molded of a flexible synthetic resin material having appropriate elasticity, The lateral U-shaped fitting portion (14) is detachably fitted.

【0016】嵌合部(14)の上面内端には、凹入孔(5)の
側面(5a)に近接してほぼ平行をなす、側面(5a)の前後長
よりも短寸の抜止板(15)が立設されている。
At the inner end of the upper surface of the fitting portion (14), a retaining plate shorter than the front-rear length of the side surface (5a) is formed in parallel with the side surface (5a) of the recessed hole (5). (15) is erected.

【0017】抜止板(15)の外側面には、前後方向を向い
て外下方に傾斜する複数の弾性係止片(16)が、相互間に
若干の間隙を設けて上下に並んで連設されている。
On the outer side surface of the retaining plate (15), a plurality of elastic locking pieces (16) which are oriented in the front-rear direction and incline outward and downward are consecutively arranged vertically with a slight gap between them. Has been done.

【0018】上述の本考案装置は、抜止板(15)を凹入孔
(5)に押し込めば、図5に示す閉塞板(7)と同様に、可
撓性の各係止片(16)が、凹入孔(5)の側面(5a)に弾性係
合して、抜去不能に凹入孔(5)を閉塞する。
In the device of the present invention described above, the retaining plate (15) is provided with a recessed hole.
When pushed into (5), each flexible locking piece (16) is elastically engaged with the side surface (5a) of the recessed hole (5) like the closing plate (7) shown in FIG. , The recessed hole (5) is closed so that it cannot be removed.

【0019】しかる後、一次覆工層(3)の内面を止水シ
ート(S)により上述のように、あるいは閉塞板(12)の下
面に接着した公知の面ファスナ(17)に、止水シート(S)
の一面を構成する不織布(18)を部分的に止着させて覆
い、二次覆工層(4)用のコンクリートを打設すれば、止
水シート(S)が凹入孔(5)に落ち込んだり、コンクリー
トの一部が凹入孔(5)に流入したりすることはない。
After that, the inner surface of the primary lining layer (3) is sealed with a waterproof sheet (S) as described above or to a known surface fastener (17) adhered to the lower surface of the closing plate (12). Sheet (S)
If the non-woven fabric (18) that constitutes one surface is partially fixed and covered, and the concrete for the secondary lining layer (4) is cast, the water blocking sheet (S) becomes the concave hole (5). It will not fall or part of the concrete will flow into the recessed hole (5).

【0020】なお、上述の実施例においては、閉塞板(1
2)の互に平行をなす両辺に嵌着材(13)を嵌設したが、場
合により、閉塞板(12)の4辺あるいは任意の3辺に嵌設
してもよい。
Incidentally, in the above-mentioned embodiment, the obstruction plate (1
Although the fitting materials (13) are fitted to both sides of 2) which are parallel to each other, they may be fitted to four sides or any three sides of the closing plate (12) depending on circumstances.

【0021】また、係止片(16)を、図5に示す従来の係
止片(11)と同様に、ゴム又は軟質合成樹脂材料等によ
り、抜止板(15)と別体として形成し、それを抜止板(15)
に嵌合、接着等により固着してもよい。
Further, like the conventional locking piece (11) shown in FIG. 5, the locking piece (16) is formed of rubber or a soft synthetic resin material as a separate body from the retaining plate (15), It's retaining plate (15)
It may be fixed by fitting, adhesion or the like.

【0022】[0022]

【考案の効果】本考案の装置は、閉塞板の大きさと嵌着
材の長さを、嵌合しようとする凹入孔の形状と大きさに
合わせて切断し、組立てることにより、形状と大きさの
異なる凹入孔に対応しうるので、サイズの異なる多種類
のものを常備する必要がなく、また現場でも簡単に組立
てることができるとともに、保管と輸送が便利である。
EFFECT OF THE INVENTION The device of the present invention cuts and assembles the size of the closing plate and the length of the fitting material according to the shape and size of the recessed hole to be fitted, and assembles the shape and size. Since it can accommodate recessed holes of different sizes, it is not necessary to have a large number of different sizes, and it can be easily assembled at the site and is convenient for storage and transportation.

【0023】さらに、凹入孔の形状や大きさや使用個所
に対応して、閉塞板に嵌着材を必要数だけ嵌設して使用
しうるので、無駄が生ぜず安価となる。
Further, since the required number of fitting materials can be fitted and used on the closing plate in accordance with the shape and size of the recessed hole and the place of use, no waste occurs and the cost is reduced.

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

【図1】本考案の一実施例の中央縦断正面図である。FIG. 1 is a central longitudinal front view of an embodiment of the present invention.

【図2】同じく一部分解平面図である。FIG. 2 is a partially exploded plan view of the same.

【図3】本考案を適用しようとするトンネルの縦断正面
図である。
FIG. 3 is a vertical sectional front view of a tunnel to which the present invention is applied.

【図4】同じくトンネル施工に用いるコンクリートセグ
メントの正面図である。
FIG. 4 is a front view of a concrete segment similarly used for tunnel construction.

【図5】従来装置の一例を示す中央縦断正面図である。FIG. 5 is a central longitudinal front view showing an example of a conventional device.

【符号の説明】[Explanation of symbols]

(1)掘削孔 (2)コンクリート
セグメント (3)一次覆工層 (4)一次覆工層 (5)凹入孔 (5a)側面 (6)ボルト孔 (7)閉塞板 (8)方形枠 (9)取付溝 (10)抜止帯 (11)係止片 (12)閉塞板 (13)嵌着材 (14)嵌合部 (15)抜止板 (16)係止片 (17)面ファスナ (18)不織布 (S)止水シート
(1) Excavation hole (2) Concrete segment (3) Primary lining layer (4) Primary lining layer (5) Recessed hole (5a) Side surface (6) Bolt hole (7) Closure plate (8) Square frame ( 9) Mounting groove (10) Locking band (11) Locking piece (12) Closure plate (13) Fitting material (14) Fitting part (15) Locking plate (16) Locking piece (17) Face fastener (18) ) Non-woven fabric (S) waterproof sheet

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 トンネルの一次覆工層を形成するコンク
リートセグメント同士のボルト連結用凹入孔の開口面よ
り若干大型の閉塞板と、閉塞板の端部に着脱自在に嵌合
する横向U字形の嵌合部の一面に、凹入孔内に、その側
面に近接して挿入しうる抜止板を立設し、抜止板の外側
面に、嵌合部の屈曲部に向かって傾斜し、かつ先端が凹
入孔の内面に圧接する、可撓性の係止片を連設した嵌着
材とを備えることを特徴とするトンネル用コンクリート
セグメントのボルト連結用凹入孔閉塞装置。
1. A closure plate slightly larger than the opening surface of a recessed hole for connecting bolts between concrete segments forming a primary lining layer of a tunnel, and a lateral U-shape detachably fitted to an end of the closure plate. On one surface of the fitting portion, a retaining plate that can be inserted close to the side surface is provided upright in the recessed hole, and the outer surface of the retaining plate is inclined toward the bent portion of the fitting portion, and And a fitting member in which a flexible locking piece is continuously provided, the tip of which is in pressure contact with the inner surface of the recessed hole, and a recessed hole closing device for bolt connection of a concrete segment for tunnels.
JP2394293U 1993-05-10 1993-05-10 Recessed hole blocking device for bolt connection of concrete segment for tunnel Expired - Lifetime JPH086157Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2394293U JPH086157Y2 (en) 1993-05-10 1993-05-10 Recessed hole blocking device for bolt connection of concrete segment for tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2394293U JPH086157Y2 (en) 1993-05-10 1993-05-10 Recessed hole blocking device for bolt connection of concrete segment for tunnel

Publications (2)

Publication Number Publication Date
JPH0682200U JPH0682200U (en) 1994-11-25
JPH086157Y2 true JPH086157Y2 (en) 1996-02-21

Family

ID=12124596

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2394293U Expired - Lifetime JPH086157Y2 (en) 1993-05-10 1993-05-10 Recessed hole blocking device for bolt connection of concrete segment for tunnel

Country Status (1)

Country Link
JP (1) JPH086157Y2 (en)

Also Published As

Publication number Publication date
JPH0682200U (en) 1994-11-25

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