JPH0521596Y2 - - Google Patents
Info
- Publication number
- JPH0521596Y2 JPH0521596Y2 JP323787U JP323787U JPH0521596Y2 JP H0521596 Y2 JPH0521596 Y2 JP H0521596Y2 JP 323787 U JP323787 U JP 323787U JP 323787 U JP323787 U JP 323787U JP H0521596 Y2 JPH0521596 Y2 JP H0521596Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- board
- insert
- steel
- boards
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000000565 sealant Substances 0.000 description 5
- 238000005304 joining Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Description
【考案の詳細な説明】
「考案の利用分野」
この考案は、PC板を用いて既設トンエルを補
修覆工したり、新設トンネルを内装覆工するPC
覆工構造におけるPC板の継手構造に関するもの
である。[Detailed description of the invention] "Field of use of the invention" This invention is a PC board for repairing and lining existing tunnels and for interior lining of newly constructed tunnels.
This concerns the joint structure of PC plates in lining structures.
「従来の技術」
一般に、トンネルにおいては列車等の走行時や
台風時の風圧、地震による振動や様々な方向の変
形力、あるいは器物の衝突や地山の変動などの外
力等が作用することが考えられ、そのためPC板
を組合わせてトンネル内面を覆工する場合、これ
らの外力に対する安全性を確保する必要があると
共に、接合面にシーリング材を介在して完全な止
水性を確保する必要がある。``Prior art'' Generally, tunnels are exposed to external forces such as the movement of trains, wind pressure during typhoons, vibrations caused by earthquakes, deformation forces in various directions, and collisions with equipment and movement of the ground. Therefore, when lining the inner surface of a tunnel by combining PC boards, it is necessary to ensure safety against these external forces, and it is also necessary to interpose a sealant on the joint surface to ensure complete water-tightness. be.
ところで従来、PC板の継手構造として接合部
近辺に箱抜き部を設けて、この箱抜き部間をボル
ト締めする継手構造が一般的に実施されている
が、断面欠損による強度低下の問題があり、板厚
の薄いPC板においては採用し難い欠点がある。 Conventionally, a common joint structure for PC panels has been to provide a box cutout near the joint and then tighten the box cutouts with a bolt. However, this has the problem of reduced strength due to cross-sectional loss, and has the disadvantage that it is difficult to adopt for PC panels with thin plate thickness.
「問題点を解決するための手段」
この考案は、前記従来の課題を解決するため
に、PC板の表面に設けた座ぐり穴に開口する垂
直なインサートと、このインサートに連通して直
角に固定され、その一端をPC板の接合端面に開
口した鋼製継手スリーブとをPC板内に埋設し、
接合したPC板相互の互いに開口を合致した継手
スリーブ内に一連に継手鋼棒を挿通し、各インサ
ートにねじ込んだボルトを継手鋼棒に圧締するこ
とにより、PC板によるトンネル覆工における継
手部の安全性と止水性を満足すると共に、PC板
の据付け用エレクターの取付穴を利用して、断面
欠損の問題を生ずることなくシーリング材を圧締
した状態で、確実にPC板を接合し得るようにし
た合理的な継手構造を提案するものである。``Means for solving the problem'' In order to solve the above-mentioned conventional problems, this invention has a vertical insert that opens into a counterbore hole provided on the surface of the PC board, and a perpendicular insert that communicates with this insert. A steel joint sleeve that is fixed and has one end opened at the joint end surface of the PC board is buried in the PC board,
By inserting a series of joint steel bars into the joint sleeves of the joined PC boards whose openings match each other, and pressing the bolts screwed into each insert into the joint steel bars, the joints in tunnel lining with PC boards can be created. In addition to satisfying the safety and water-tightness of the PC board, it is possible to reliably join the PC board with the sealant tightened without causing the problem of cross-section loss by using the mounting hole of the erector for installing the PC board. This paper proposes a rational joint structure.
「実施例」
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1の表面にはスパン方向接合端面
近傍の所定位置に複数の座ぐり穴2が設けられ、
この座ぐり穴2の直下にその底面に一端を開口し
た雌ねじ付インサート3が垂直に埋設されてい
る。``Example'' Below, an example of this invention shown in the drawings will be described. A plurality of counterbore holes 2 are provided on the surface of the PC board 1 at predetermined positions near the joint end face in the span direction.
Directly below this counterbore hole 2, a female threaded insert 3 with one end open at the bottom thereof is vertically buried.
更に、PC板1内には、インサート3に連通し
て直角に一体化された鋼製継手スリーブ4が、そ
の先端をPC板1のスパン方向の接合端面に開口
してこれに垂直に埋設されている。 Further, within the PC board 1, a steel joint sleeve 4, which is integrated at right angles and communicates with the insert 3, is buried perpendicularly to the joining end face of the PC board 1 in the span direction with its tip opening. ing.
上記のように構成されたPC板1を、そのイン
サート3において据付けエレクターに取付け、例
えば第4図に示すように4枚をナツクルジヨイン
ト等によりリング方向に接合して一リングを構成
し、先行して据付けられた各PC板1に順次同様
に後続の各PC板1をスパン方向に接合しながら
リングを構成してゆく。 The PC board 1 configured as described above is attached to the installation erector at its insert 3, and one ring is constructed by joining four boards in the ring direction using a nutkuru joint or the like, as shown in FIG. 4, for example. Each subsequent PC board 1 is sequentially joined in the span direction to each PC board 1 installed previously to form a ring.
そしてこのような接合に際して、先行のPC板
1と後続のPC板1のいずれか一方の継手スリー
ブ4に予めその深さのほぼ倍の長さの円形又は角
形断面の継手鋼棒5を挿入して、前方に突出する
先端部を他方の継手スリーブ4内に挿入しながら
接合する。 For such joining, a joint steel rod 5 having a circular or square cross section with a length approximately twice the depth is inserted in advance into the joint sleeve 4 of either the preceding PC board 1 or the succeeding PC board 1. Then, the forwardly protruding tip portion is inserted into the other joint sleeve 4 and joined.
接合するPC板1,1相互は、その接合端面間
に弾性シーリング材6,6′を介在し、後続のPC
板の後端を加圧装置により押圧して互いに圧着さ
せ、この圧着状態において相互に対応するインサ
ート3にそれぞれボルト7をねじ込み、その先端
を継手鋼棒5に圧締して両端部を固定する。 An elastic sealant 6, 6' is interposed between the joining end surfaces of the PC boards 1 and 1 to be joined, and the subsequent PC boards 1 and 1 are
The rear ends of the plates are pressed by a pressure device so that they are crimped together, and in this crimped state, bolts 7 are screwed into the corresponding inserts 3, and their tips are clamped to the joint steel rod 5 to fix both ends. .
これによつて、前後のPC板1,1相互はシー
リング材6,6′を圧締した状態で継手鋼棒5を
介して強力に接合一体化される。 As a result, the front and rear PC boards 1, 1 are strongly joined together via the joint steel rod 5 with the sealing materials 6, 6' pressed together.
この場合、接手鋼材5にはボルト7の先端が係
合するV型状のリング溝又は皿型凹部等からなる
係合凹部8を設けて、接手鋼材5とボルト7の一
体化を強化すると共に、ボルト7の締付けに伴つ
てPC板1,1相互の引き寄せ効果をもたらすよ
うにすることが望ましい。 In this case, the joint steel material 5 is provided with an engagement recess 8 consisting of a V-shaped ring groove or a dish-shaped recess into which the tip of the bolt 7 engages, thereby strengthening the integration of the joint steel material 5 and the bolt 7. It is desirable that the PC boards 1, 1 be attracted to each other as the bolts 7 are tightened.
なお、ボルト7の締結後は座ぐり穴2内にモル
タル9等を充填する。また、必要に応じて継手ス
リーブ4内に予めモルタル等の充填剤を充填して
腐蝕を防止するようにしてもよい。 Note that after the bolts 7 are fastened, the counterbore holes 2 are filled with mortar 9 or the like. Furthermore, if necessary, a filler such as mortar may be filled in the joint sleeve 4 in advance to prevent corrosion.
「考案の効果」
以上の通りこの考案によれば、PC板の表面に
設けた座ぐり穴に開口する垂直なインサートと、
このインサートに連通して直角に固定され、その
一端をPC板の接合端面に開口した鋼製継手スリ
ーブとをPC板内に埋設し、接合したPC板相互の
互いに開口を合致した継手スリーブ内に一連に継
手鋼棒を挿通し、各インサートにねじ込んだボル
トを継手鋼棒に圧締するので、PC板に生ずる剪
断力のみならず、曲げ及び引張力にも確実に耐力
を保持し、PC板の変形やなわ伸びにも追随し、
PC板によるトンネル覆工における継手部の安全
性を確保することができる。``Effects of the invention'' As described above, according to this invention, a vertical insert that opens into a counterbore hole provided on the surface of a PC board;
A steel joint sleeve that communicates with this insert and is fixed at right angles and has one end opened at the joint end surface of the PC board is embedded in the PC board, and the joint sleeve has the openings of the joined PC boards aligned with each other. The joint steel rods are inserted in series, and the bolts screwed into each insert are clamped onto the joint steel rods, so the PC board reliably maintains its resistance not only to the shearing force generated on the PC board, but also to bending and tensile forces. It follows the deformation and rope elongation of
It is possible to ensure the safety of joints in tunnel lining using PC boards.
また、継手鋼棒を挿入して覆工内面側から垂直
にボルト締めすることにより固定できるので、作
業が容易であると共に、ボルトは締付け後座ぐり
穴に充填したモルタルに埋め込まれるので、化粧
性も損なわれることがない。 In addition, it can be fixed by inserting a joint steel rod and tightening the bolts vertically from the inner surface of the lining, making the work easier. After tightening, the bolts are embedded in the mortar filled in the counterbore holes, making them more decorative. will not be damaged either.
更に、シーリング材を圧締した状態でその強力
な弾性反力を確実に受け止めることができるの
で、接合部の止水性と組立精度を充分に保持する
ことができ、しかも本来PC板の据付け用エレク
ターの取付穴としてのインサートを利用するの
で、エレクター用の取付穴を別に設ける必要がな
く、しかも製造も簡単で合理的な継手構造として
構成することができる。 Furthermore, since the strong elastic reaction force of the sealant can be reliably absorbed when the sealant is compressed, it is possible to sufficiently maintain the water-tightness of the joint and the assembly accuracy. Since the insert is used as the mounting hole for the erector, there is no need to provide a separate mounting hole for the erector, and the joint structure is simple and rational to manufacture.
第1図はこの考案に係る継手構造を示す縦断側
面図、第2図はこの考案に用いる円形断面の継手
鋼棒の斜視図、第3図は同矩形断面の継手鋼棒の
縦断側面図、第4図はこの考案の継手構造を採用
して施行されたトンネルのPC覆工構造を示す縦
断側面図である。
1……PC板、2……座ぐり穴、3……インサ
ート、4……継手スリーブ、5……継手鋼棒、
6,6′……シーリング材、7……ボルト、9…
…モルタル。
Fig. 1 is a longitudinal side view showing a joint structure according to this invention, Fig. 2 is a perspective view of a joint steel bar with a circular cross section used in this invention, and Fig. 3 is a longitudinal side view of a joint steel bar with a rectangular cross section. Figure 4 is a longitudinal side view showing the PC lining structure of a tunnel constructed using the joint structure of this invention. 1... PC board, 2... Counterbore hole, 3... Insert, 4... Fitting sleeve, 5... Fitting steel bar,
6, 6'... Sealing material, 7... Bolt, 9...
…mortar.
Claims (1)
なインサートと、このインサートに連通して直角
に固定され、その一端をPC板の接合端面に開口
した鋼製継手スリーブとを前記PC板内に埋設し、
接合したPC板相互の互いに開口を合致した前記
継手スリーブ内に一連に継手鋼棒を挿通し、前記
各インサートにねじ込んだボルトを前記継手鋼棒
に圧締してなることを特徴とするトンネル覆工
PC板の継手構造。 A vertical insert that opens into a counterbore hole provided on the surface of the PC board, and a steel joint sleeve that communicates with this insert and is fixed at right angles, with one end opening at the joint end surface of the PC board, are inserted into the PC board. buried in
A tunnel cover characterized in that a series of joint steel rods are inserted into the joint sleeves of the joined PC plates whose openings coincide with each other, and bolts screwed into each of the inserts are pressed onto the joint steel rods. engineering
Joint structure of PC board.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP323787U JPH0521596Y2 (en) | 1987-01-13 | 1987-01-13 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP323787U JPH0521596Y2 (en) | 1987-01-13 | 1987-01-13 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63112597U JPS63112597U (en) | 1988-07-20 |
JPH0521596Y2 true JPH0521596Y2 (en) | 1993-06-02 |
Family
ID=30782814
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP323787U Expired - Lifetime JPH0521596Y2 (en) | 1987-01-13 | 1987-01-13 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0521596Y2 (en) |
-
1987
- 1987-01-13 JP JP323787U patent/JPH0521596Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS63112597U (en) | 1988-07-20 |
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