JPH0330478Y2 - - Google Patents

Info

Publication number
JPH0330478Y2
JPH0330478Y2 JP1984009316U JP931684U JPH0330478Y2 JP H0330478 Y2 JPH0330478 Y2 JP H0330478Y2 JP 1984009316 U JP1984009316 U JP 1984009316U JP 931684 U JP931684 U JP 931684U JP H0330478 Y2 JPH0330478 Y2 JP H0330478Y2
Authority
JP
Japan
Prior art keywords
boards
board
nut
joint plate
fitting
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
Application number
JP1984009316U
Other languages
Japanese (ja)
Other versions
JPS60126598U (en
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 filed Critical
Priority to JP931684U priority Critical patent/JPS60126598U/en
Publication of JPS60126598U publication Critical patent/JPS60126598U/en
Application granted granted Critical
Publication of JPH0330478Y2 publication Critical patent/JPH0330478Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、トンネル覆工用PC板の接合装置
に関するものである。
[Detailed description of the invention] This invention relates to a joining device for PC boards for tunnel lining.

出願人らは近年山岳トンネルなどの覆工工法と
して地山の荷重を支保工に支持した後、この支保
工間にPC覆工板を建込み、これを型枠代りとし
て地山とPC覆工板との空隙に裏込めコンクリー
トなどの固結剤を充填して一体化し、地山の荷重
を固結剤とPC覆工板との合成によつて受持たせ
ることにより型枠及び化粧用モルタル被覆等を不
要とした簡易なトンネル覆工工法を開発しつつあ
る。
In recent years, the applicant has adopted a lining construction method for mountain tunnels, etc., in which the load of the ground is supported by shoring, and then a PC lining board is erected between the supports, and this is used as a formwork to connect the ground and PC lining. Formwork and decorative mortar are created by filling the gap between the board and the board with a hardening agent such as backfill concrete, and by taking the load of the ground by combining the hardening agent and the PC lining board. We are currently developing a simple tunnel lining method that does not require any coverings.

ところで、一般にPC板によりトンネルを構築
するに場合おいてはPC板を地山の左右の側壁か
ら順次組立てて円形又は馬蹄形などのアーチ状に
構築するが、その最後に嵌込むPC板の嵌込み方
法及び各PC板相互の接手等に困難な課題があり、
その組立ては必ずしも容易ではない。
By the way, when constructing a tunnel using PC boards, the PC boards are generally assembled sequentially from the left and right side walls of the ground to form an arch shape such as a circular or horseshoe shape. There are difficult issues with the method and how to connect each PC board to each other.
Its assembly is not always easy.

そこで従来、先行リングの左右のセグメントを
ピンを挿通した連結板により連結し、この連結板
より突出したピンの先端部を次リングの千鳥状に
配したセグメントに設けたパイプ穴に挿嵌して連
結するようにした接合装置が知られている。
Conventionally, the left and right segments of the preceding ring were connected by a connecting plate with pins inserted through it, and the tips of the pins protruding from this connecting plate were inserted into pipe holes provided in the staggered segments of the following ring. A joining device that connects the two is known.

しかしながら、この装置では、連結板は端にピ
ンに保持されているだけで固定されていないた
め、連結板にガタを生ずると共に、これに連結さ
れたセグメント同士も不安定に連結され、さら
に、次リングのセグメントはピンをパイプ穴に挿
通しただけ、ガタを生ずる不安定な結合状態で、
結局セグメント全体の結合状態が不安定であると
いう欠点があつた。
However, in this device, the connecting plate is only held by a pin at the end and is not fixed, which causes play in the connecting plate, and the segments connected to this plate are also unstablely connected to each other. The ring segment is an unstable connection that causes play by simply inserting the pin into the pipe hole.
In the end, there was a drawback that the bonding state of the entire segments was unstable.

また従来、セグメントの前後面に凸部とこれが
嵌合可能な凹部を設けて、両者の嵌合により左右
のセグメント及び次リングのセグメントを連結す
ると共に、先行リングと次リングのセグメント同
士をボルトにより締結するようにした接合装置も
知られているが、この凹部と凸部の嵌合はセグメ
ントの仮組においてセグメントを保持する程度の
もので、結合一体化は専らボルト締結によるもの
であつた。
Conventionally, a convex part and a concave part into which the convex part can be fitted are provided on the front and rear surfaces of the segment, and by fitting the two parts, the left and right segments and the segment of the next ring are connected, and the segments of the preceding ring and the next ring are connected by bolts. A joining device for fastening is also known, but the fitting between the concave portion and the convex portion is to the extent that the segments are held during temporary assembly, and the connection and integration is solely by bolt fastening.

この考案は上記トンネル覆工工法によるトンネ
ル構築における課題を解決するために、PC板の
組立てが容易で、接手部材がトンネル内面に表出
するこなく各PC板を強固かつ正確に接合一体化
することができる接手装置を提案するものであ
る。
This idea was developed to solve the problems in tunnel construction using the tunnel lining method described above, by making it easy to assemble the PC boards, and by firmly and accurately joining each PC board together without the joint members being exposed on the tunnel inner surface. This paper proposes a joint device that can do this.

以下この考案を図面に示す実施例について説明
すると、PC板は地山周面に倣つた円弧状等の方
形板で、天蓋部用PC板1aと側壁用PC板1bと
を左右対称に組立てることによりトンネルを構成
するように形成され、その左右方向の端部近傍に
おける前面に前方からボルト2をねじ込み可能に
ナツト3が埋設固定されており、かつ後面にはボ
ルト2の頭部2′を嵌合可能な嵌合穴4がナツト
3と対応する位置に設けられている。
An example of this invention shown in the drawings will be described below. The PC board is a rectangular board with an arc shape that follows the surrounding surface of the ground, and the PC board 1a for the canopy and the PC board 1b for the side walls are assembled symmetrically. A nut 3 is embedded and fixed in the front surface near the left and right ends so that the bolt 2 can be screwed in from the front, and the head 2' of the bolt 2 is fitted in the rear surface. A fitting hole 4 that can be fitted is provided at a position corresponding to the nut 3.

ボルト2は、その頭部2′の先端が円錐形等の
先細状に形成されており、これが嵌合する嵌合穴
4もこの頭部2′の形状に倣つた同形状に形成さ
れている。
The head 2' of the bolt 2 has a tapered tip such as a conical shape, and the fitting hole 4 into which the bolt 2 fits is also formed to follow the shape of the head 2'. .

トンネル構築に際しては、PC板1a,1bを
その左右の側面において凹凸状等の接手5,5を
介してアーチ又は馬蹄形に組立て、相隣接する
PC板1a,1bの接合部における前面の端部間
に接手板6を当接し、この接手板6にナツト3に
対応して設けた左右の透孔7にボルト2を通して
ナツト3にねじ込み、両PC板1a,1b相互を
接手板6を介して前面において結合する。
When constructing a tunnel, the PC boards 1a and 1b are assembled into an arch or horseshoe shape via uneven joints 5, 5 on their left and right sides, and
A joint plate 6 is brought into contact between the front ends of the joint of the PC boards 1a and 1b, and the bolts 2 are passed through the left and right through holes 7 provided in the joint plate 6 in correspondence with the nuts 3, and screwed into the nuts 3. The PC boards 1a and 1b are connected to each other at the front via a joint plate 6.

このようにして一スパンのトンネル覆工を施工
した後、その前方に同様にしてPC板1a,1b
を組立てるが、先行の各PC板1a,1bの前面
にはボルト2の頭部2′が突出しているので、こ
の頭部2′を後続のPC板1a,1bの後面の嵌合
穴4に嵌合させることにより、前後のPC板1a,
1a及び1b,1b相互は正確に位置決めされて
連結されると共に、相隣接するPC板1a,1b
相互も後面において正確に位置決めされて結合さ
れる。従つて、前記同様に後続のPC板1a,1
b相互を前面においてボルト2で締結した接手板
6を介して結合することにより、前後左右のPC
板1a,1b同士はそれぞれ確実に一体化されこ
とになる。
After constructing one span of tunnel lining in this way, do the same in front of the PC boards 1a and 1b.
are assembled, but since the head 2' of the bolt 2 protrudes from the front of each preceding PC board 1a, 1b, insert this head 2' into the fitting hole 4 on the rear face of the following PC board 1a, 1b. By fitting, the front and rear PC boards 1a,
1a and 1b, 1b are accurately positioned and connected to each other, and the adjacent PC boards 1a, 1b are
They are also precisely positioned and connected to each other on the rear surface. Therefore, similarly to the above, the subsequent PC boards 1a, 1
b By connecting each other through the joint plate 6 fastened with bolts 2 at the front, the front, rear, left and right PCs
The plates 1a and 1b are surely integrated with each other.

なお、図示のように接手板6がPC板1a,1
bの前面に突出する場合には、PC板1a,1b
の後面にこの接手板6が嵌合する箱型凹欠部8を
設けるが、この凹部7はナツト3を有する前面に
設けてボルト2の締結時に接手板6が埋込まれる
ようにしてもよい。また、トンネル天端のPC板
1a,1a相互の凹溝状接手5,5′の合体空隙
にモルタル又はロツド状のインサートを充填して
両者の結合をより強化することも可能である。更
に、この考案の接合装置はトンネル天端における
PC板1a,1a相互の結合にのみ利用し、PC板
1a,1b間は接手5,5′により結合してもよ
い。
In addition, as shown in the figure, the joint plate 6 is attached to the PC plates 1a, 1.
If it protrudes from the front of PC board 1a, 1b
A box-shaped recessed portion 8 into which the joint plate 6 fits is provided on the rear surface, but this recess 7 may be provided on the front surface having the nut 3 so that the joint plate 6 is embedded when the bolt 2 is fastened. . It is also possible to further strengthen the connection between the two PC boards 1a and 1a by filling mortar or rod-shaped inserts into the gaps where the concave joints 5 and 5' join each other at the top of the tunnel. Furthermore, the jointing device of this invention can be used at the top of the tunnel.
It may be used only to connect the PC boards 1a and 1a to each other, and the PC boards 1a and 1b may be connected by joints 5 and 5'.

以上の通りこの考案によれば、先行して組み立
てた左右のPC板はボルトで強固に固定した断手
板を介してしつかりと固定され、また後続して組
み立てた左右のPC板は、前記固定したボルトを
嵌合穴に嵌合し、かつ固定した断手板を箱型凹欠
部内に嵌合することにより、上下左右にガタつく
ことなくしつかりと位置決めされて連結固定さ
れ、その結果PC板をH型鋼などの支保工を要す
ることなく自立的に強固に一体化することができ
る。
As described above, according to this invention, the left and right PC boards assembled in advance are firmly fixed via the break plates firmly fixed with bolts, and the left and right PC boards assembled subsequently are By fitting the fixed bolts into the fitting holes and fitting the fixed cutout plate into the box-shaped recessed part, the PC board is firmly positioned and connected without wobbling vertically or horizontally.As a result, the PC board It can be independently and firmly integrated without requiring support such as H-shaped steel.

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

第1図はこの考案に係るPC板の部分横断面図、
第2図はこの考案の接手板によるPC板の結合状
態を正面図、第3図はPC板の結合状態を示す一
部を破断して表わした正面図、第4図はこの考案
により構築したトンネルの正面図である。 1a,1b……PC板、2……ボルト、2′……
頭部、3……ナツト、4……嵌合穴、6……接手
板。
Figure 1 is a partial cross-sectional view of the PC board according to this invention.
Figure 2 is a front view showing how the PC boards are connected by the joint plate of this invention, Figure 3 is a partially cutaway front view showing the connection state of the PC boards, and Figure 4 is a front view of the connection state of the PC boards constructed using this invention. It is a front view of a tunnel. 1a, 1b...PC board, 2...bolt, 2'...
Head, 3...nut, 4...fitting hole, 6...joint plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] PC板の左右方向の端部の近傍における前面に、
前方からボルトをねじ込み可能なナツトが埋設さ
れ、かつPC板の左右方向の端部の近傍における
後面に箱型凹欠部を設け、この凹欠部底面から
PC板内部にかけて前記ボルト頭部を嵌合する嵌
合穴が前記ナツトと対応する位置に設けられ、地
山周壁に沿つて連設した相隣接する前記左右の
PC板相互の前面間に前記ナツトに対応する位置
に透孔を設けた接手板が当接され、この接手板は
その透孔から前記ナツトにねじ込んだボルトによ
り前記左右のPC板に締結され、前記PC板の前方
に組立てた後続の相隣接する左右のPC板の後面
の前記嵌合穴内に前記ボルトの頭部が嵌合され、
かつ前記接手板が前記後続の左右のPC板におけ
る互いに合体した凹欠部に密に嵌合されてなるこ
とを特徴とするトンネル覆工用PC板のの接合装
置。
On the front near the left and right ends of the PC board,
A nut that can be screwed in from the front is embedded, and a box-shaped recess is provided on the rear surface near the left and right ends of the PC board.
A fitting hole for fitting the bolt head inside the PC board is provided at a position corresponding to the nut, and the adjacent left and right holes are provided in a row along the surrounding wall of the ground.
A joint plate having a through hole provided at a position corresponding to the nut is brought into contact between the front surfaces of the PC boards, and this joint plate is fastened to the left and right PC boards by a bolt screwed into the nut through the through hole, The heads of the bolts are fitted into the fitting holes on the rear surfaces of subsequent adjacent left and right PC boards assembled in front of the PC board,
A device for joining PC boards for tunnel lining, characterized in that the joint plate is tightly fitted into the recessed portions of the succeeding right and left PC boards that are combined with each other.
JP931684U 1984-01-26 1984-01-26 PC board joining equipment for tunnel lining Granted JPS60126598U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP931684U JPS60126598U (en) 1984-01-26 1984-01-26 PC board joining equipment for tunnel lining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP931684U JPS60126598U (en) 1984-01-26 1984-01-26 PC board joining equipment for tunnel lining

Publications (2)

Publication Number Publication Date
JPS60126598U JPS60126598U (en) 1985-08-26
JPH0330478Y2 true JPH0330478Y2 (en) 1991-06-27

Family

ID=30489418

Family Applications (1)

Application Number Title Priority Date Filing Date
JP931684U Granted JPS60126598U (en) 1984-01-26 1984-01-26 PC board joining equipment for tunnel lining

Country Status (1)

Country Link
JP (1) JPS60126598U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5013581A (en) * 1973-06-14 1975-02-13

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5044031U (en) * 1973-08-17 1975-05-02

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5013581A (en) * 1973-06-14 1975-02-13

Also Published As

Publication number Publication date
JPS60126598U (en) 1985-08-26

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