JPH025236B2 - - Google Patents

Info

Publication number
JPH025236B2
JPH025236B2 JP58046433A JP4643383A JPH025236B2 JP H025236 B2 JPH025236 B2 JP H025236B2 JP 58046433 A JP58046433 A JP 58046433A JP 4643383 A JP4643383 A JP 4643383A JP H025236 B2 JPH025236 B2 JP H025236B2
Authority
JP
Japan
Prior art keywords
segment
tunnel
notch
horizontal hole
longitudinal direction
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
JP58046433A
Other languages
Japanese (ja)
Other versions
JPS59173496A (en
Inventor
Toshio Yamada
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP58046433A priority Critical patent/JPS59173496A/en
Publication of JPS59173496A publication Critical patent/JPS59173496A/en
Publication of JPH025236B2 publication Critical patent/JPH025236B2/ja
Granted legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は、セグメントを並列させて成るトンネ
ル壁に、このトンネル壁の切欠きに横孔を形成す
る構造体をトンネル長手方向視において前記トン
ネル壁に沿う彎曲形状に形成した状態で設けたト
ンネルにおける横孔形成部の構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a structure in which a horizontal hole is formed in a notch in a tunnel wall formed by arranging segments in parallel, and a structure is formed in a curved shape along the tunnel wall when viewed in the longitudinal direction of the tunnel. The present invention relates to the structure of a horizontal hole forming part in a tunnel provided in such a state.

上記トンネルにあつては、横孔形成用構造体
を、トンネル長手方向においてトンネル壁に沿う
彎曲形状に形成してあることにより、構造体のた
めにトンネル内が狭くなることを極力抑制できる
利点があるが、従来、第8図に示すように、前記
構造体5を、セグメント1に特別に設けられた連
結部14に連結固定するように構成されていたた
めに、トンネル壁2の切欠き4の付近に位置させ
るためのセグメント1dとして、その他の箇所に
配置するセグメント1とは形状の異なるものを準
備せねばならず、経済面で不利となつていた。
In the above tunnel, the horizontal hole forming structure is formed into a curved shape along the tunnel wall in the longitudinal direction of the tunnel, which has the advantage of minimizing narrowing of the tunnel due to the structure. However, as shown in FIG. 8, conventionally, the structure 5 was connected and fixed to a connecting part 14 specially provided in the segment 1, so that the notch 4 of the tunnel wall 2 was As the segment 1d to be placed nearby, it is necessary to prepare a segment 1d which has a different shape from the segment 1 placed in other places, which is economically disadvantageous.

本発明の目的は、前記構造体を合理的なものに
改造することにより、その取付けが特別なセグメ
ントを要することなくできるように、さらには、
構造体運搬が容易にできるようにしながら壁を強
固に構造できるようにすることにある。
The object of the present invention is to rationally modify the structure so that its installation can be done without requiring special segments;
To make a wall strong while making the structure easy to transport.

本発明の特徴構成は、冒記したトンネルにおけ
る横孔形成部の構造において、前記構造体を構成
するに、前記横孔の上部を形成する第1部材を、
上端側が前記切欠きの上方に位置する前記セグメ
ントの下向き端面に接当し、かつ、トンネル長手
方向における両端部が前記切欠きの横側方に位置
する前記セグメントとその肉厚方向にラツプする
状態に配置すると共に、前記セグメントのセグメ
ント用連結部に連結し、前記横孔の下部を形成す
る第2部材を、下端側が前記切欠きの下方に位置
する前記セグメントの上向き端面に接当し、か
つ、トンネル長手方向における両端部が前記切欠
きの横側方に位置する前記セグメントとその肉厚
方向にラツプする状態に配置すると共に、前記セ
グメントのセグメント用連結部に連結し、前記横
孔の中央部を形成する第3及び第4部材を、夫々
の上端面が前記第1部材の下端面に、夫々の下端
面が前記第2部材の上端面に夫々接当し、かつ、
夫々が前記切欠きの横側方に位置する前記セグメ
ントとその肉厚方向にラツプする状態で前記第1
及び第2部材のトンネル長手方向両端側に振り分
け配置すると共に、前記セグメントのセグメント
用連結部に連結した事にある。
The characteristic configuration of the present invention is that in the above-mentioned structure of the horizontal hole forming part in the tunnel, the structure includes a first member forming the upper part of the horizontal hole,
A state in which the upper end side is in contact with the downward end surface of the segment located above the notch, and both ends in the longitudinal direction of the tunnel are wrapped in the thickness direction of the segment located on the lateral side of the notch. a second member connected to the segment connecting portion of the segment and forming a lower part of the horizontal hole, the lower end side of which is in contact with the upward end surface of the segment located below the notch, and , both ends in the longitudinal direction of the tunnel are arranged so as to wrap in the thickness direction of the segment located on the lateral side of the notch, and are connected to the segment connecting part of the segment, and the center of the horizontal hole The upper end surfaces of third and fourth members forming a section are in contact with the lower end surface of the first member, and the lower end surfaces of the third and fourth members are in contact with the upper end surface of the second member, and
the first segment in a state in which each segment wraps in the thickness direction of the segment located on the lateral side of the notch;
and the second member is distributed and arranged on both ends of the tunnel in the longitudinal direction, and is connected to the segment connecting portion of the segment.

つまり、前記構造体を、隣接する別のセグメン
トとの連結のためにセグメントに備えられている
連結部に連結するから、構造体取付けのために従
来使用されていた特別なセグメントを不要にで
き、横孔付トンネルを安価に得られるようにでき
た。
In other words, since the structure is connected to a connection part provided on the segment for connection with another adjacent segment, it is possible to eliminate the need for special segments conventionally used for attaching the structure. Tunnels with side holes can be obtained at low cost.

ちなみに、特別セグメントの不要化は、構造体
全体をトンネル壁の切欠きに嵌め込んで切欠き周
囲のセグメントのセグメント用連結部に連結する
ように構成しても達成できる。ところが、横孔の
両横側に位置する箇所には上からの荷重と、トン
ネル中心に向かう外圧とによる大荷重が掛かるの
で、前記嵌め込み構成のものにあつては、前記荷
重に対する壁支持が強固に行われるように、トン
ネル長手方向における両端部の肉厚を大にする必
要が生じ、重くなる問題を伴う。しかしながら、
本発明にあつては、第1部材の上端側を切欠き上
方のセグメントの下向き端面に、第2部材の下端
側を切欠き下方のセグメントの上向き端面に、第
3及び第4部材の上端面を第1部材の下端面に、
第3及び第4部材の下端面を第2部材の上端面に
夫々接当させることにより、上からの荷重に対す
る支持が構造体によつて強固に行われるので、か
つ、横孔の横側に位置するところの第1及び第2
部材の両端部、並びに、第3及び第4部材をセグ
メントとその肉厚方向にラツプさせることによ
り、トンネル中心に向かう外圧に対する支持が構
造体とセグメントの両者によつて強固に行われる
ので、横孔形成部の前記両荷重に対する支持を構
造体の補強作用によつて強固に行わせられ、壁を
強固に構成できるようになり、しかも、構造体両
端部の肉厚を比較的薄く済ませられるようにで
き、これに加え、構造体を第1ないし第4の4個
の部材から成るユニツト構成にしたことにより、
構造体の運搬が重量面及び取扱い面の両方から容
易に行えるようにできた。
Incidentally, the elimination of the need for special segments can also be achieved by configuring the entire structure to be fitted into a notch in the tunnel wall and connected to the segment connecting portions of the segments surrounding the notch. However, since a large load is applied to the parts located on both sides of the horizontal hole due to the load from above and the external pressure directed toward the center of the tunnel, in the case of the above-mentioned inset structure, the wall support against the load is strong. In this case, it becomes necessary to increase the wall thickness at both ends of the tunnel in the longitudinal direction, resulting in the problem of increased weight. however,
In the present invention, the upper end side of the first member is notched and the lower end face of the upper segment is cut out, the lower end side of the second member is notched and the upper end face of the lower segment is cut out, and the upper end faces of the third and fourth members are cut out. on the lower end surface of the first member,
By bringing the lower end surfaces of the third and fourth members into contact with the upper end surfaces of the second member, the structural body can firmly support the load from above. 1st and 2nd location
By wrapping both ends of the member and the third and fourth members in the thickness direction of the segment, both the structure and the segment provide strong support against external pressure directed toward the center of the tunnel. The hole-forming part is strongly supported against both loads by the reinforcing action of the structure, and the wall can be made strong, and the wall thickness at both ends of the structure can be made relatively thin. In addition to this, by making the structure a unit configuration consisting of four members, first to fourth,
The structure can be easily transported in terms of both weight and handling.

以下に、本発明の実施例を図面に基いて説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

第1図及び第2図に示すように、セグメント1
をトンネルの周方向に並列させると共に互に隣接
し合うセグメント1どうしをボルト連結して環状
セグメント列を形成し、このセグメント列を、ト
ンネルが掘り進められるに伴い掘削方向に継ぎ足
して行くと共に互に隣接し合うセグメント1どう
しをボルト連結することにより、トンネルにその
地盤壁面に沿わせたセグメント製トンネル壁2を
形成して、地下鉄用のトンネルを構成してある。
そして、第7図に示す如く支持部材3を作用させ
た状態で、所定放数のセグメント1を除去してト
ンネル壁2に切欠き4を形成すると共に、トンネ
ル長手方向視においてトンネル壁2に沿う彎曲形
状に形成してある構造体5をトンネル壁2に取付
けて、前記切欠き4に横孔6を形成し、トンネル
内に設けられるプラツトホーム(図外)とそれに
対する通路7との連通口を形成してある。
As shown in Figures 1 and 2, segment 1
are arranged in parallel in the circumferential direction of the tunnel, and adjacent segments 1 are connected with bolts to form an annular segment row, and as the tunnel is dug, these segment rows are added in the excavation direction and mutually connected. By connecting adjacent segments 1 with bolts, a tunnel wall 2 made of segments along the ground wall surface of the tunnel is formed, and a subway tunnel is constructed.
Then, with the support member 3 acting as shown in FIG. A structure 5 formed in a curved shape is attached to the tunnel wall 2, and a horizontal hole 6 is formed in the notch 4 to provide a communication opening between a platform (not shown) provided in the tunnel and a passage 7 thereto. It has been formed.

尚、前記支持部材3は、構造体5の取付け後に
除去される。
Note that the support member 3 is removed after the structure 5 is attached.

前記構造体5は、運搬時の取扱いが容易となる
ように、横孔6の上部を形成する第1部材8、横
孔6の下部を形成する第2部材9、並びに、横孔
6の中央部を形成する第3及び第4部材10,1
1の4個の構成用単位体に分割され、これらを第
2図ないし第6図に示す如く配置して取付けるよ
うに構成されている。
The structure 5 includes a first member 8 forming the upper part of the horizontal hole 6, a second member 9 forming the lower part of the horizontal hole 6, and a center portion of the horizontal hole 6 so as to facilitate handling during transportation. The third and fourth members 10, 1 forming a part
It is divided into four structural units (1), and these are arranged and attached as shown in FIGS. 2 to 6.

すなわち、第1部材8を、上端側でトンネル長
手方向における両端側を除く部分8aが切欠き4
の上方に位置するセグメント1aの下向き端面に
接当し、かつ、トンネル長手方向における両端部
が切欠き4の横側方に位置するセグメント1bと
その肉厚方向にラツプする状態に配置すると共
に、前記セグメント1bにそれが隣接するセグメ
ントを連結するための連結部として有しているボ
ルト孔12を利用してボルト連結するようにして
ある。そして、第2部材9を、下端側でトンネル
長手方向における両端側を除く部分9aが切欠き
4の下方に位置するセグメント1cの上向き端面
に接当し、かつ、トンネル長手方向における両端
部が切欠き4の横側方に位置するセグメント1b
とその肉厚方向にラツプする状態に配置すると共
に、図示はしないが第1部材8と同様に、前記セ
グメント1bにそれが隣接するセグメントを連結
するための連結部として有しているボルト孔12
を利用してボルト連結するようにしてある。そし
て、第3及び第4部材10,11を、夫々の上端
面が前記第1部材8の下端面に、夫々の下端面が
前記第2部材9の上端面に夫々接当し、かつ、
夫々が切欠き4の横側方に位置するセグメント1
bとその肉厚方向にラツプする状態で第1及び第
2部材8,9のトンネル長手方向両端側に振り分
け配置すると共に、前記セグメント1bにそれが
隣接するセグメントを連結するための連結部とし
て有しているボルト孔12を利用してボルト連結
するようにしてある。
That is, in the first member 8, a portion 8a on the upper end side excluding both ends in the longitudinal direction of the tunnel is the notch 4.
It is in contact with the downward end surface of the segment 1a located above, and is arranged so that both ends in the longitudinal direction of the tunnel are wrapped in the thickness direction of the segment 1b located on the lateral side of the notch 4, The segments 1b are connected to each other by bolts using bolt holes 12 provided as connecting portions for connecting adjacent segments. Then, the second member 9 is brought into contact with the upward end surface of the segment 1c located below the notch 4 at the lower end side, except for both ends in the tunnel longitudinal direction, and both ends in the tunnel longitudinal direction are notched. Segment 1b located on the lateral side of notch 4
A bolt hole 12 is arranged so as to wrap in the thickness direction of the segment 1b, and has a bolt hole 12 in the segment 1b as a connecting part for connecting the segment adjacent to the segment 1b, similarly to the first member 8, although not shown.
They are connected using bolts. The upper end surfaces of the third and fourth members 10 and 11 are in contact with the lower end surface of the first member 8, and the lower end surfaces of the third and fourth members 10 and 11 are in contact with the upper end surface of the second member 9, respectively, and
Segments 1 each located laterally of the notch 4
b, and is arranged on both ends of the tunnel longitudinal direction of the first and second members 8, 9 in a state of wrapping in the thickness direction thereof, and serves as a connecting portion for connecting the segment adjacent to the segment 1b. Bolt connections are made using the bolt holes 12 that are provided.

尚、第2図、第5図及び第6図に示す貫通孔1
3は、連結ボルトを操作するためのものである。
In addition, the through hole 1 shown in FIGS. 2, 5, and 6
3 is for operating the connecting bolt.

上記実施構成にあつては、第1ないし第4部材
8,9,10,11とセグメント1bとのラツプ
代をセグメント1b一枚分の横巾に相当するもの
に設定してあるが、構造体5の強度等に応じ、前
記ラツプ代をセグメント横巾より小なるものや大
なるものに設定して実施してもよい。
In the above implementation configuration, the overlap distance between the first to fourth members 8, 9, 10, 11 and the segment 1b is set to be equivalent to the width of one segment 1b. Depending on the strength of the segment 5, the wrap margin may be set to be smaller or larger than the segment width.

本発明による横孔形成部の構造は、導水路用等
の各種トンネルや、主トンネルから枝分れするト
ンネルや退避孔等の各種横孔を形成するためのも
のにも適用できる。
The structure of the lateral hole forming portion according to the present invention can also be applied to forming various lateral holes such as various tunnels for water conduits, tunnels branching from the main tunnel, escape holes, and the like.

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

図面は本発明に係るトンネルにおける横孔形成
部の構造の実施例を示し、第1図はトンネルの横
断面図、第2図は横孔形成部の正面図、第3図は
第2図の−断面矢視図、第4図は第2図の
−断面矢視図、第5図は第2図の−断面矢
視図、第6図は第2図の−断面矢視図、第7
図は切欠き形成要領の説明図である。第8図は横
孔形成部の従来構造を示す断面図である。 1,1a,1b,1c……セグメント、2……
トンネル壁、4……切欠き、5……構造体、6…
…横孔、8……第1部材、9……第2部材、10
……第3部材、11……第4部材、12……連結
部。
The drawings show an embodiment of the structure of the lateral hole forming part in a tunnel according to the present invention, FIG. 1 is a cross-sectional view of the tunnel, FIG. 2 is a front view of the lateral hole forming part, and FIG. 4 is a cross-sectional view of FIG. 2, FIG. 5 is a cross-sectional view of FIG. 2, and FIG. 6 is a cross-sectional view of FIG.
The figure is an explanatory diagram of the notch formation procedure. FIG. 8 is a sectional view showing the conventional structure of the horizontal hole forming portion. 1, 1a, 1b, 1c...segment, 2...
Tunnel wall, 4... Notch, 5... Structure, 6...
...Horizontal hole, 8...First member, 9...Second member, 10
...Third member, 11... Fourth member, 12... Connection portion.

Claims (1)

【特許請求の範囲】[Claims] 1 セグメント1,1a,1b,1cを並列させ
て成るトンネル壁2に、このトンネル壁2の切欠
き4に横孔6を形成する構造体5をトンネル長手
方向視において前記トンネル壁2に沿う彎曲形状
に形成した状態で設けたトンネルにおいて、前記
構造体5を構成するに、前記横孔6の上部を形成
する第1部材8を、上端側が前記切欠き4の上方
に位置する前記セグメント1aの下向き端面に接
当し、かつ、トンネル長手方向における両端部が
前記切欠き4の横側方に位置する前記セグメント
1bとその肉厚方向にラツプする状態に配置する
と共に、前記セグメント1bのセグメント用連結
部12に連結し、前記横孔6の下部を形成する第
2部材9、下端側が前記切欠き4の下方に位置す
る前記セグメント1cの上向き端面に接当し、か
つ、トンネル長手方向における両端部が前記切欠
き4の横側方に位置する前記セグメント1bとそ
の肉厚方向にラツプする状態に配置すると共に、
前記セグメント1bのセグメント用連結部12に
連結し、前記横孔6の中央部を形成する第3及び
第4部材10,11を、夫々の上端面が前記第1
部材8の下端面に、夫々の下端面が前記第2部材
9の上端面に夫々接当し、かつ、夫々が前記切欠
き4の横側方に位置する前記セグメント1bとそ
の肉厚方向にラツプする状態で前記第1及び第2
部材8,9のトンネル長手方向両端側に振り分け
配置すると共に、前記セグメント1bのセグメン
ト用連結部12に連結してあるトンネルにおける
横孔形成部の構造。
1. A structure 5 in which a horizontal hole 6 is formed in a notch 4 of a tunnel wall 2 formed by arranging segments 1, 1a, 1b, and 1c in parallel is curved along the tunnel wall 2 when viewed in the longitudinal direction of the tunnel. In the tunnel provided in the shape, the first member 8 forming the upper part of the horizontal hole 6 is connected to the first member 8 of the segment 1a whose upper end side is located above the notch 4 to form the structure 5. The segment 1b is in contact with the downward end face, and is arranged such that both ends in the longitudinal direction of the tunnel are wrapped in the wall thickness direction of the segment 1b located on the lateral side of the notch 4. A second member 9 connected to the connecting part 12 and forming the lower part of the horizontal hole 6, the lower end side of which is in contact with the upward end surface of the segment 1c located below the notch 4, and both ends in the longitudinal direction of the tunnel. The segment 1b is arranged so as to overlap in the thickness direction of the segment 1b located on the lateral side of the notch 4, and
The third and fourth members 10 and 11, which are connected to the segment connecting portion 12 of the segment 1b and form the central part of the horizontal hole 6, are connected so that their respective upper end surfaces are connected to the first
The lower end surface of the member 8 is in contact with the upper end surface of the second member 9, and the segments 1b are located on the lateral side of the notch 4 and in the thickness direction thereof. The first and second
The structure of the horizontal hole forming part in the tunnel, which is distributed and arranged on both ends of the tunnel longitudinal direction of the members 8 and 9, and is connected to the segment connecting part 12 of the segment 1b.
JP58046433A 1983-03-18 1983-03-18 Structure of horizontal hole forming section in tunnel Granted JPS59173496A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58046433A JPS59173496A (en) 1983-03-18 1983-03-18 Structure of horizontal hole forming section in tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58046433A JPS59173496A (en) 1983-03-18 1983-03-18 Structure of horizontal hole forming section in tunnel

Publications (2)

Publication Number Publication Date
JPS59173496A JPS59173496A (en) 1984-10-01
JPH025236B2 true JPH025236B2 (en) 1990-02-01

Family

ID=12747014

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58046433A Granted JPS59173496A (en) 1983-03-18 1983-03-18 Structure of horizontal hole forming section in tunnel

Country Status (1)

Country Link
JP (1) JPS59173496A (en)

Also Published As

Publication number Publication date
JPS59173496A (en) 1984-10-01

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