JPH0682200U - 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
JPH0682200U
JPH0682200U JP2394293U JP2394293U JPH0682200U JP H0682200 U JPH0682200 U JP H0682200U JP 2394293 U JP2394293 U JP 2394293U JP 2394293 U JP2394293 U JP 2394293U JP H0682200 U JPH0682200 U JP H0682200U
Authority
JP
Japan
Prior art keywords
recessed hole
plate
closing plate
tunnel
concrete
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
JP2394293U
Other languages
Japanese (ja)
Other versions
JPH086157Y2 (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
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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

Abstract

(57)【要約】 【目的】 閉塞板とこれをコンクリートセグメントの凹
入孔に固定する部材とを、凹入孔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、凹入孔に嵌合しうるようにする。 【構成】 閉塞板12の端部に、可撓性の嵌着材13の嵌合
部14を嵌合し、嵌合部14の上面に、凹入孔5に挿入しう
る抜止板15を立設し、抜止板15の外側面に、下向傾斜し
て先端が凹入孔5の側面5aに圧接しうる係止片16を連設
することにより、抜止板15をコンクリートセグメント2
の凹入孔5に押し入れるだけで、凹入孔5を閉塞するこ
とができ、また閉塞板12の大きさと嵌着材13の長さを、
凹入孔5の形状や大きさに合わせて自由に設定して、簡
単に組立て使用することができる。
(57) [Abstract] [Purpose] The blocking plate and the member for fixing it to the recessed hole of the concrete segment can be freely set in the dimensions of the blocking plate according to the shape and size of the recessed hole. And easy to assemble so that it can fit into the recessed hole. [Structure] A fitting portion 14 of a flexible fitting material 13 is fitted to an end portion of the closing plate 12, and a retaining plate 15 which can be inserted into the recessed hole 5 is provided on an upper surface of the fitting portion 14. The retaining plate 15 is provided on the outside surface of the concrete segment 2 by connecting the locking piece 16 to the outside surface of the retaining plate 15 which is inclined downward and the tip of which is in pressure contact with the side surface 5a of the recessed hole 5.
The recessed hole 5 can be closed by simply pushing it into the recessed hole 5, and the size of the closing plate 12 and the length of the fitting material 13 can be reduced.
It can be freely set according to the shape and size of the recessed hole 5 and can be easily assembled and used.

Description

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

【0001】[0001]

【産業上の利用分野】[Industrial applications]

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 。 The present 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 excavated hole in the ground, and forms a waterproof sheet on the inner surface. In order to prevent the waterproof sheet from falling into the bolt connection recesses of the segment due to the pressure of the concrete when the second cover layer is placed and the secondary lining layer is placed inside the recesses, The present invention relates to a device for closing an opening surface.

【0002】[0002]

【従来の技術】[Prior art]

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。 As shown in Fig. 3 and Fig. 4, the segment type tunnel has a large number of plate-shaped concrete segments that are pre-fabricated in an arc shape in order from the end to the excavation hole (1) excavated in the ground. 2) is connected in an annular shape with bolts (not shown) to form a cylindrical primary lining layer (3), and the inner surface of which is a waterproof sheet for preventing seepage of spring water from the ground. (S) is affixed, and concrete is placed between the inner surface and the cylindrical formwork (not shown) built inside it to form the secondary lining layer (4). Be built.

【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。To connect the segments (2) forming the primary lining layer (3), the recessed hole (5) and the recessed hole (5) and the outer surface are preliminarily provided at the end of each segment (2). The bolt holes (6) communicating with each other are formed in advance, and the bolts (not shown) are inserted through the 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 state described above, concrete for forming the secondary lining layer (4) is placed on the inner side of the water blocking sheet (S) attached to the inner surface of the primary lining layer (3). Then, the water blocking sheet (S) may fall into the recessed hole (5), and the water blocking sheet (S) may be damaged or the water blocking 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。Further, when placing the secondary lining concrete directly 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 is hardened, 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 a flat rectangular frame (8) slightly smaller than the opening surface is provided on the back surface (upper surface of FIG. 5). The mounting groove (9) having a dovetail-shaped cross section is formed on the outer peripheral surface of the mounting member and extends 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(10)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 into the mounting groove (9), and the front surface of the retaining band (10) is inclined toward the edge of the closing plate (7). A plurality of locking pieces (11) having a width slightly wider than the distance between the side surface (5a) of the recessed hole (5) and the retaining band (10) 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。In the above-mentioned closing plate (7), when the rectangular frame (8) is pushed into the recessed hole (5), each flexible locking piece (11) is moved to the side surface (5a) of the recessed hole (5). ), Each locking piece (11) is inclined as described above, and the side surface (5a) is rough and has some irregularities, so the closing plate (7) is pulled out to the recessed hole (5). Incompletely fit.

【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), and then used for the second lining layer (4). If concrete is poured, there is no risk that the water blocking sheet (S) will fall into the recessed hole (5) or that concrete will flow into the recessed hole.

【0010】[0010]

【考案が解決しようとする課題】[Problems to be solved by the device]

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 when the scale of the tunnel is different. It is necessary to prepare various kinds of holes corresponding to the concave 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, the shape and size of the recessed hole (5) are made by making the closing plate and the member for fixing the blocking plate in the recessed hole (5) of the segment (2) separable and easy to install. Depending on the size, etc., the size of the closing plate can be freely set, and the device can be easily assembled and fitted into the recessed hole (5). It is intended to be provided.

【0012】[0012]

【課題を解決するための手段】[Means for Solving the Problems]

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-mentioned object, the device of the present invention comprises a closing plate which is slightly larger than the opening surface of the concave connecting hole for bolt connection between concrete segments, and a lateral U-shape which is detachably fitted to the end of the closing plate. On one surface of the fitting part, a retaining plate that can be inserted close to the side surface is installed upright in the recessed hole, and the outer surface of the retaining plate is inclined toward the bent part of the fitting part. 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.

【0013】[0013]

【作用】[Action]

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。 In the device of the present invention, when this is pushed into the concave hole of the concrete segment, each locking piece elastically engages the side surface of the concave hole to block the concave hole irremovably. Moreover, the device of the present invention can appropriately adjust the size of the closing plate and the length of the fitting material 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】【Example】

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 the description thereof will be omitted. The closing 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。The left and right ends of the closing plate (12) in FIG. 1 (hereinafter, the directions refer to FIG. 1) are covered with a fitting material (13) formed of, for example, a flexible synthetic resin material having appropriate elasticity. A 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), which is substantially parallel to the side surface (5a) of the recessed hole (5) and is substantially parallel to the side surface (5a), the stopper plate is shorter than the front-rear length. (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 surface of the retaining plate (15), a plurality of elastic locking pieces (16) which are inclined in the front-rear direction and incline outward and downward are continuously provided side by side with some gaps therebetween. 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, if the retaining plate (15) is pushed into the recessed hole (5), like the closing plate (7) shown in FIG. However, it elastically engages the side surface (5a) of the recessed hole (5), and closes the recessed hole (5) irremovably.

【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。Thereafter, the inner surface of the primary lining layer (3) is adhered to the lower surface of the closing plate (12) by a known surface fastener (17) with the water blocking sheet (S) as described above, If the non-woven fabric (18) constituting one surface of the water blocking sheet (S) is partially fixed and covered, and a concrete for the secondary lining layer (4) is placed, the water blocking sheet (S) Will not fall into the recessed hole (5) and part of the concrete will not flow into the recessed hole (5).

【0020】 なお、上述の実施例においては、閉塞板(12)の互に平行をなす両辺に嵌着材(1 3)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。In the above-mentioned embodiment, the fitting materials (13) are fitted on both sides of the closing plate (12) which are parallel to each other, but depending on the case, four sides of the closing plate (12) or You may fit in arbitrary three sides.

【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 or the like as a separate body from the retaining plate (15). Alternatively, it may be fitted to the retaining plate (15) and fixed by 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。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 items 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。Furthermore, since the required number of fitting materials can be fitted and used on the closing plate according to the shape and size of the recessed hole and the place of use, no waste occurs and the cost is low.

【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 closing plate that is slightly larger than the opening surface of a recessed hole for connecting bolts between concrete segments that form a primary lining layer of a tunnel, and a lateral U-shape that is detachably fitted to an end of the closing plate. A retaining plate that can be inserted close to the side surface of the fitting portion is provided on one surface of the fitting portion, 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 the recessed hole closing device for bolt connection of a concrete segment for a tunnel.
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 true JPH0682200U (en) 1994-11-25
JPH086157Y2 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
JPH086157Y2 (en) 1996-02-21

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