JP3938385B2 - Construction side lining block unit - Google Patents

Construction side lining block unit Download PDF

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JP3938385B2
JP3938385B2 JP2005041357A JP2005041357A JP3938385B2 JP 3938385 B2 JP3938385 B2 JP 3938385B2 JP 2005041357 A JP2005041357 A JP 2005041357A JP 2005041357 A JP2005041357 A JP 2005041357A JP 3938385 B2 JP3938385 B2 JP 3938385B2
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synthetic resin
net
anchor
cylindrical
cylindrical anchor
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JP2005171759A (en
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昌志 増田
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マックストン株式会社
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本発明はネットの上面に多数の覆工ブロックを配置し、各覆工ブロックを引留具を介してネットに結合せる施工面の覆工ブロックユニットに係り、殊にネットに対する各覆工ブロックの結合構造に関する。   The present invention relates to a lining block unit on a construction surface in which a large number of lining blocks are arranged on the upper surface of a net and each lining block is connected to the net via a retainer, and in particular, the connection of each lining block to the net. Concerning structure.

特許文献1や2はネットの上面に多数の覆工ブロックを配置しネットに結合する施工面覆工ブロックユニットを開示しているが、この先行例においては、上記覆工ブロックに予め無頭ボルトを立設しておき、これにナットを螺合してネットの経線材又は緯線材に通し掛けした引留具を締結し、該引留具を介して覆工ブロックをネットに結合している。
特開平11−158839号 特開2000−192467号
Patent Documents 1 and 2 disclose a construction surface lining block unit in which a large number of lining blocks are arranged on the upper surface of the net and are coupled to the net. Is fastened, and a nut is screwed into this to fasten a retainer that is passed through the meridian or weft wire of the net, and the lining block is coupled to the net via the retainer.
Japanese Patent Laid-Open No. 11-158839 JP 2000-192467 A

詳述するとこの先行例においては、上記筒形アンカー内に予め上記無頭ボルトを内挿してその先端部の拡径部を筒形アンカーの一端から突出させると共に、他端の雄ねじ部を筒形アンカーの他端から突出させて置き、この無頭ボルトを内挿した筒形アンカーを上記覆工ブロックに設けた有底下穴内に挿入し、次いで筒形アンカーを有底下穴の内底部へ向け打ち込むことにより上記拡径部を筒形アンカー内に圧入して筒形アンカーの割爪片を強制拡開し、該筒形アンカーを有底下穴の内壁に食い付かせ結合している。   More specifically, in this preceding example, the headless bolt is inserted in advance into the cylindrical anchor so that the enlarged diameter portion of the tip portion protrudes from one end of the cylindrical anchor, and the male screw portion at the other end is cylindrical. The cylindrical anchor with the headless bolt inserted is inserted into the bottomed bottom hole provided in the lining block, and then the cylindrical anchor is driven toward the inner bottom of the bottomed bottom hole. As a result, the above-mentioned expanded diameter portion is press-fitted into the cylindrical anchor, the split claw piece of the cylindrical anchor is forcibly expanded, and the cylindrical anchor is bitten and joined to the inner wall of the bottomed prepared hole.

これにより、上記無頭ボルトはその一端の拡径部が筒形アンカーに圧入され、他端の雄ねじ部が有底下穴の開口部、即ち覆工ブロック表面から突出した状態が予め形成される。   As a result, the headless bolt is preliminarily formed such that the enlarged diameter portion at one end is press-fitted into the cylindrical anchor, and the male screw portion at the other end protrudes from the opening of the bottomed pilot hole, that is, the surface of the lining block.

他方上記引留具をネットの緯線材又は経線材に通し掛けし、該引留具の中央部に設けたボルト通し穴に上記雄ねじ部を挿入し、該雄ねじ部にネットの下面側からナットを螺合し、該螺合によりナットの座面を上記引留具の下面に当接しつつ同ナット座面と覆工ブロック下面との間に上記引留具を締め付けネットに覆工ブロックを結合する構成としている。   On the other hand, the above-mentioned retainer is passed through the weft wire or meridian of the net, the male screw part is inserted into the bolt through hole provided in the central part of the retainer, and the nut is screwed into the male screw part from the lower surface side of the net In addition, while the nut seat surface is brought into contact with the lower surface of the retainer by the screwing, the retainer block is coupled to the net by tightening the retainer between the nut seat surface and the lower surface of the cover block.

然しながら上記先行例においては、無頭ボルトが覆工ブロックの下面から予め突出した状態が形成されるため、外的衝撃によるボルトねじ山の損傷や傾き等を生ずる恐れを有し、加えて筒形アンカーを無頭ボルトで制限された下穴内底部に打ち込んで無頭ボルトの拡径部の外周面に圧力嵌めするため、筒形アンカーの割爪片の結合爪がこの打ち込み時に下穴内壁により変形され、同内壁に対する食い付き力を低下する問題点を有している。   However, in the preceding example, a state in which the headless bolt protrudes in advance from the lower surface of the lining block is formed, which may cause damage or inclination of the bolt thread due to an external impact. Since the anchor is driven into the inner bottom of the pilot hole limited by headless bolts and is press-fitted onto the outer peripheral surface of the enlarged diameter part of the headless bolt, the coupling claw of the split claw piece of the cylindrical anchor is deformed by the inner wall of the pilot hole during this driving And has the problem of reducing the biting force against the inner wall.

上記覆工ブロックは極めて高重量であり、多数の覆工ブロックを担持せる覆工ブロックユニットをクレーンにより吊り上げて施工面に敷設するため、各覆工ブロックとネットとは強固で高信頼の結合が要求される。上記先行例は上記結合力を低下する問題点を内在し、安全上有害である。   The above lining blocks are extremely heavy, and since the lining block unit carrying a large number of lining blocks is lifted by a crane and laid on the construction surface, each lining block and the net are firmly connected with high reliability. Required. The preceding example has a problem of lowering the binding force and is harmful to safety.

加えてこれら覆工ブロックユニットは海岸や港湾、河口付近の施工面に敷設される機会が多いが、上記ネットばかりか、上記筒形アンカーや引留具や無頭ボルトやナットに経年劣化による錆を生じ、該錆が周辺に流出し環境を汚染することが問題となっている。   In addition, these lining block units are often laid on the construction surface near the coast, harbors, and estuaries, but not only the nets, but also the rust caused by aging on the cylindrical anchors, anchors, headless bolts and nuts. It is a problem that the rust flows out to the surrounding area and contaminates the environment.

上記先行例は何れもネット、筒形アンカー、引留具、無頭ボルト、ナットの全てが金属製であるために、上記環境汚染の問題を内在している。   In any of the preceding examples, since the net, the cylindrical anchor, the retainer, the headless bolt, and the nut are all made of metal, the problem of environmental pollution is inherent.

又上記経年劣化による錆の進行は、ネットに対するブロックの結合力を喪失し、施工面(斜面)からの覆工ブロックの滑落の恐れを有している。   Further, the progress of rust due to the above-mentioned aging deterioration loses the binding force of the block to the net, and there is a risk of the lining block sliding off from the construction surface (slope).

本発明は上記諸問題を適切に解決する施工面の覆工ブロックユニットを提供する。   This invention provides the lining block unit of the construction surface which solves the said various problems appropriately.

本発明に係る覆工ブロックユニットは、覆工ブロックに設けた有底下穴内に合成樹脂製の筒形アンカーを内設し、他方ネットを合成樹脂製にすると共に、該ネットの経線材又は緯線材に通し掛けされる引留具を合成樹脂製とし、更に上記筒形アンカーに螺合して該引留具を覆工ブロックに結合すると同時に該引留具を介して覆工ブロックをネットに結合する有頭ボルトを合成樹脂製とした。該有頭ボルトは補強繊維を混入した合成樹脂から成る。 The lining block unit according to the present invention includes a cylindrical anchor made of synthetic resin in a bottomed prepared hole provided in the lining block, and the net is made of synthetic resin, and a meridian or latitude wire of the net The retainer to be passed through is made of synthetic resin, and further screwed into the cylindrical anchor to couple the retainer to the lining block, and at the same time, couple the lining block to the net via the retainer The bolt was made of synthetic resin. The headed bolt is made of a synthetic resin mixed with reinforcing fibers.

上記筒形アンカーは内端側にアンカーピンの同内端側への圧入により拡開されて上記有底下穴内壁との結合を図る割爪片を有すると共に外端側に雌ねじ筒部を連設した構造を有する。   The cylindrical anchor has a split claw piece that is expanded on the inner end side by press-fitting the anchor pin to the inner end side, and is connected to the inner wall of the bottomed bottom hole, and has a female threaded cylindrical portion on the outer end side. Has the structure.

他方上記ネットの上面に上掛けされる上掛け板と上記ネットの下面に下掛けされる下掛け板とを有すると共に該上掛け板と下掛け板を貫通するボルト通し穴を有する引留具と、雄ねじ軸部とボルト頭部とが一体に形成された有頭ボルトを用意する。   On the other hand, a retainer having an upper plate that is hung on the upper surface of the net and a lower plate that is hung on the lower surface of the net, and a bolt through hole that penetrates the upper plate and the lower plate, A headed bolt in which a male screw shaft and a bolt head are integrally formed is prepared.

上記有頭ボルトの雄ねじ軸部をネットの下面側から上記引留具のボルト通し穴に挿通しつつ上記筒形アンカーの上記雌ねじ筒部に螺合して雄ねじ軸部の内端面とアンカーピンの外端面を対向せしめると共に、該螺合により上記ボルト頭部の座面と覆工ブロック下面との間に上記上掛け板と下掛け板を締め付けてネットに覆工ブロックを結合する構成としたものである。   The male screw shaft portion of the headed bolt is inserted into the bolt through hole of the retainer from the lower surface side of the net while being screwed into the female screw tube portion of the cylindrical anchor, and the outer end surface of the male screw shaft portion and the anchor pin are removed. The end face faces each other, and the upper cover plate and the lower cover plate are fastened between the seat surface of the bolt head and the lower surface of the lining block by the screwing, and the lining block is connected to the net. is there.

上記ネットは合成樹脂繊維(マルチフィラメント)又はガラス繊維又はカーボン繊維等から成る金属以外の抗張力繊維の集束線材の複数本合成樹脂層にて被覆した構造のものを経線材と緯線材として用い、これらを格子組しネットを構成する。 The net has a structure in which a plurality of converging wire rods made of synthetic resin fibers (multifilaments), glass fibers, carbon fibers or the like other than metals are covered with a synthetic resin layer, and used as meridian and weft wires . These are latticed to form a net.

上記合成樹脂繊維はポリエステル繊維が適性である。   The synthetic resin fiber is suitably a polyester fiber.

更に引留具と結合手段たる筒形アンカーと有頭ボルトの全てを合成樹脂製とする。有頭ボルトの頭部座面にワッシャーを用いる場合には、これも合成樹脂製とする。又筒形アンカー内に圧入するアンカーピンをも合成樹脂製とする。   Furthermore, all the anchors and the headed bolts, which are connecting means and coupling means, are made of synthetic resin. When using a washer for the head bearing surface of the headed bolt, it is also made of synthetic resin. The anchor pin that is press-fitted into the cylindrical anchor is also made of synthetic resin.

上記筒形アンカー内に圧入せるアンカーピンは真円柱形を呈し、内端に先細部を有する。該アンカーピンを有頭ボルトの螺合前に工具を用いて有底下穴の内奥部(有底下穴の内端側)、即ち筒形アンカーの内奥部まで打ち込むか、又は筒形アンカーの途中まで仮圧入して置き、上記雌ねじ筒部への有頭ボルトの螺合によりその雄ねじ軸部が上記アンカーピンを押圧して筒形アンカーの内奥部へ圧入し、筒形アンカーの割爪片の強制拡開による有底下穴内壁への結合を保持する。   The anchor pin press-fitted into the cylindrical anchor has a true cylindrical shape and has a tapered end at the inner end. Prior to screwing the headed bolt, the anchor pin is driven into the inner depth of the bottomed pilot hole (inner end side of the bottomed lower hole), that is, the inner depth of the cylindrical anchor, or the cylindrical anchor Temporarily press-fitting to the middle, and the male screw shaft presses the anchor pin into the inner part of the cylindrical anchor by screwing the headed bolt into the female screw cylindrical part, so that the split claw of the cylindrical anchor Holds the connection to the inner wall of the bottomed pilot hole by forced expansion of the piece.

上記有頭ボルトの雄ねじ軸部の内端面と上記アンカーピンの外端面とは近接状態で対向し、アンカーピンを規制している。又は有頭ボルトの雄ねじ軸部の内端面と上記アンカーピンの外端面とを当接状態にし、アンカーピンを規制する。   The inner end surface of the male screw shaft portion of the headed bolt and the outer end surface of the anchor pin face each other in the proximity state, thereby restricting the anchor pin. Alternatively, the anchor pin is restricted by bringing the inner end surface of the male screw shaft portion of the headed bolt into contact with the outer end surface of the anchor pin.

又上記引留具は上記下掛け板の左端と右端から該下掛け板と並行するように相対方向に曲成されて上記ネットの上面に上掛けされる一対の上掛け板を有し、該一対の上掛け板をネット上面において互いに重合し、該両上掛け板の重合部と上記下掛け板とに上記ボルト通し穴を設けた構成を有する。   The retainer includes a pair of upper hanging plates that are bent in a relative direction so as to be parallel to the lower hanging plate from the left end and the right end of the lower hanging plate and are hung on the upper surface of the net. The upper plate is superposed on the upper surface of the net, and the bolt holes are provided in the overlapping portion of the upper plate and the lower plate.

又は上記引留具は上記上掛け板の左端と右端から該上掛け板と並行するように相対方向に曲成されて上記ネットの下面に下掛けされる一対の下掛け板を有し、該一対の下掛け板をネット下面において互いに重合し、該両下掛け板の重合部と上記上掛け板とに上記ボルト通し穴を設けた構成を有する。   Alternatively, the retainer has a pair of lower hanging plates that are bent in a relative direction so as to be parallel to the upper hanging plate from the left end and the right end of the upper hanging plate and are hung on the lower surface of the net. The lower plate is superposed on the lower surface of the net, and the bolt hole is provided in the overlapping portion of the lower plate and the upper plate.

上記一対の上掛け板又は下掛け板のボルト通し穴に有頭ボルトを挿入し、筒形アンカーの雌ねじ筒部に該有頭ボルトの雄ねじ軸部を螺合することにより上掛け板と下掛け板とを締結し、上掛け板と下掛け板間にネットの複数条の経線材又は緯線材を保持し、該引留具を介してネットに覆工ブロックを結合する。   A headed bolt is inserted into the bolt through hole of the pair of upper and lower hanging plates, and the male threaded shaft portion of the headed bolt is screwed into the female threaded cylindrical portion of the cylindrical anchor, thereby lowering the upper hanging plate and the lower hanging plate. The plate is fastened, a plurality of warp wires or weft wires of the net are held between the upper plate and the lower plate, and the lining block is coupled to the net through the retainer.

上記引留具は上掛け板と各下掛け板の各連設部に薄肉ヒンジ板部を有し、該上掛け板と各下掛け板と各薄肉ヒンジ板部とを合成樹脂にて一体成形する。   The retainer has a thin hinge plate at each connection portion of the upper plate and the lower plate, and the upper plate, the lower plate, and the thin hinge plate are integrally formed of synthetic resin. .

本発明によれば、筒形アンカーを覆工ブロックの有底下穴内に内設し結合するに際し、ボルトを覆工ブロックの下面から突出した状態を形成しない。有頭ボルトを事後的に筒形アンカーの雌ねじ筒部に螺合するのみで、引留具を覆工ブロックに結合し且つ該引留具を介してネットに覆工ブロックを結合する作業が容易に遂行できる。
又有頭ボルトの雄ねじ軸部と筒形アンカーの雌ねじ筒部との螺合構造により両者の結合強度を確保し、総じて高重量の覆工ブロックをネットに対し堅固に結合できる。
According to the present invention, when the cylindrical anchor is installed in the bottomed bottom hole of the lining block and coupled, the state where the bolt protrudes from the lower surface of the lining block is not formed. By simply screwing the headed bolt into the female threaded cylinder of the cylindrical anchor afterwards, the work of connecting the retainer to the lining block and connecting the lining block to the net via the retainer can be easily performed. it can.
Also, the coupling strength between the male threaded shaft portion of the headed bolt and the female threaded cylindrical portion of the cylindrical anchor secures the coupling strength between them, and the heavy weight lining block can be firmly coupled to the net as a whole.

更に上記ネットを合成樹脂繊維やその他の抗張力繊維製とすることにより、耐熱性と高重量の覆工ブロックを支える抗張力強度が確保できる。   Furthermore, by making the nets made of synthetic resin fibers or other tensile strength fibers, it is possible to secure heat resistance and tensile strength that supports a heavy weight lining block.

又ネットを上記材質にて形成すると共に、筒形アンカーと引留具と有頭ボルト等を合成樹脂製とすることにより経年劣化による錆を有効に防止し、錆が流出して環境を阻害する問題を適切に解決し、酸性環境やアルカリ環境においても耐薬品性を発揮し、酸性とアルカリ劣化を防止する。よって覆工ブロックの結合強度を長年に亘って維持できる。   In addition, the net is made of the above-mentioned materials, and the cylindrical anchor, the retainer, and the headed bolt are made of synthetic resin, so that rust caused by aging can be effectively prevented, and rust flows out and hinders the environment. To solve the problem appropriately, exhibit chemical resistance even in acidic and alkaline environments, and prevent acid and alkaline degradation. Therefore, the bond strength of the lining block can be maintained for many years.

以下本発明の実施形態を図1乃至図13に基づき説明する。   Embodiments of the present invention will be described below with reference to FIGS.

この覆工ブロックユニット1は図8,図9等に示すように、ネット2の上面に多数の覆工ブロック3を配置し、各覆工ブロック3をネット2の複数条の経線材4又は緯線材5に通し掛けされる引留具6と、該引留具6を覆工ブロック3に結合する結合手段を介して、各覆工ブロック3をネット2に結合した構造を有する。   In this lining block unit 1, as shown in FIGS. 8 and 9, a large number of lining blocks 3 are arranged on the upper surface of the net 2, and each lining block 3 is a plurality of warp wires 4 or wefts of the net 2. It has a structure in which each lining block 3 is coupled to the net 2 via a retainer 6 passed through the wire 5 and coupling means for coupling the retainer 6 to the lining block 3.

上記覆工ブロック3は自然界に存する自然石ブロック、又はコンクリートブロックである。   The lining block 3 is a natural stone block or a concrete block existing in nature.

上記ネット2は経線材4と緯線材5を有し、該経線材4と緯線材5は合成樹脂繊維(マルチフィラメント)の集束線材を用いる。又はガラス繊維の集束線材又はカーボン繊維の集束線材にて形成し、これらを格子組しネット2を形成する。   The net 2 has a meridian material 4 and a latitude wire material 5, and the meridian material 4 and the latitude wire material 5 use synthetic resin fiber (multifilament) converging wires. Alternatively, it is formed of a glass fiber focusing wire or a carbon fiber focusing wire, and these are latticed to form the net 2.

図1に示すように、上記引留具6をネット2に結合する結合手段は、筒形アンカー7とアンカーピン8と有頭ボルト9とワッシャー10とから成る。このワッシャー10は省約できる。   As shown in FIG. 1, the coupling means for coupling the retainer 6 to the net 2 includes a cylindrical anchor 7, an anchor pin 8, a headed bolt 9, and a washer 10. This washer 10 can be saved.

図3に示すように、各覆工ブロック3の夫々にドリル等にて有底下穴11を設け、図4に示すように、該有底下穴内に円筒形の筒形アンカー7を内設する。   As shown in FIG. 3, a bottomed pilot hole 11 is provided in each lining block 3 with a drill or the like, and as shown in FIG. 4, a cylindrical tubular anchor 7 is provided in the bottomed pilot hole.

上記筒形アンカー7は外端側内周面に雌ねじを形成した雌ねじ筒部12を有し、内端側に割溝13によって切り割りされた複数の割爪片14を備える。該割爪片14の外周面には結合爪15を有している。又雌ねじ筒部12の入口に有底下穴11の開口面に座着されるフランジ25を備える。   The cylindrical anchor 7 has a female threaded cylinder portion 12 having a female thread formed on the inner peripheral surface on the outer end side, and includes a plurality of split claw pieces 14 cut and cut by a split groove 13 on the inner end side. A coupling claw 15 is provided on the outer peripheral surface of the split claw piece 14. A flange 25 seated on the opening surface of the bottomed pilot hole 11 is provided at the inlet of the female screw cylinder portion 12.

上記雌ねじ筒部12と割爪片14とフランジ25を有する筒形アンカー7を合成樹脂にて一体成形する。この合成樹脂はナイロン、例えばナイロン6が適性である。この筒形アンカー7は雌ねじ筒部12が筒形であり、割爪片14は筒形とすることを要しない。   The cylindrical anchor 7 having the female screw cylindrical portion 12, the split claw piece 14, and the flange 25 is integrally formed of synthetic resin. This synthetic resin is suitably nylon, for example nylon 6. In this cylindrical anchor 7, the female threaded cylindrical portion 12 is cylindrical, and the split claw piece 14 does not need to be cylindrical.

次に図5Aに示すように、筒形アンカー7内に圧入する円柱形のアンカーピン8を有する。このアンカーピン8は真円柱形であり、内端に先細部を有している。このアンカーピン8を工具を用いて有底下穴11の内奥部、即ち筒形アンカー7の内奥部まで打ち込み圧入して、筒形アンカー7の割爪片14を強制拡開し、該割爪片14の結合爪15を有底下穴11の内壁へ食い付かせて有底下穴11に筒形アンカー7を結合する。   Next, as shown in FIG. 5A, a cylindrical anchor pin 8 is press-fitted into the cylindrical anchor 7. The anchor pin 8 has a true cylindrical shape and has a tapered portion at the inner end. This anchor pin 8 is driven into the inner deep part of the bottomed pilot hole 11, that is, the inner deep part of the cylindrical anchor 7 with a tool, and the split claw piece 14 of the cylindrical anchor 7 is forcibly expanded. The coupling claw 15 of the claw piece 14 is bitten to the inner wall of the bottomed pilot hole 11 to couple the cylindrical anchor 7 to the bottomed pilot hole 11.

上記アンカーピン8は上記筒形アンカー7の雌ねじ筒部12の以遠に延びる長さを有する。従ってアンカーピン8は筒形アンカー7の内端部側に完全に埋設される。   The anchor pin 8 has a length extending beyond the internal thread cylindrical portion 12 of the cylindrical anchor 7. Therefore, the anchor pin 8 is completely embedded on the inner end side of the cylindrical anchor 7.

上記アンカーピン8を合成樹脂にて形成する。この合成樹脂はナイロンが適性である。   The anchor pin 8 is formed of a synthetic resin. Nylon is suitable for this synthetic resin.

次に図6に示すように、引留具6を形成する上掛け板17をネット2の上面(ブロック側上面)に上掛けし、下掛け板16をネット2の下面に下掛けし、上掛け板17と下掛け板16間にネット2を形成する複数条の経線材4又は緯線材5を通し掛けする。   Next, as shown in FIG. 6, the upper plate 17 that forms the retainer 6 is hung on the upper surface (the block-side upper surface) of the net 2, and the lower plate 16 is hung on the lower surface of the net 2. A plurality of warp wires 4 or weft wires 5 that form the net 2 are passed between the plate 17 and the lower plate 16.

上記引留具6は上掛け板17と下掛け板16とを別部品にて形成し、その中央部にボルト通し穴19を同心に開設した構成にする。又は図1や図2に示すように、上記ネット2の上面に上掛けされる上掛け板17と上記ネット2の下面に下掛けされる下掛け板16とを一枚の帯板にて一体に形成し、該上掛け板17と下掛け板16の中央部にボルト通し穴19を同心に開設した構成を有する。   The retainer 6 has a configuration in which an upper hanging plate 17 and a lower hanging plate 16 are formed as separate parts, and a bolt through hole 19 is concentrically opened at the center thereof. Alternatively, as shown in FIGS. 1 and 2, the upper plate 17 that is hung on the upper surface of the net 2 and the lower plate 16 that is hung on the lower surface of the net 2 are integrated with a single band plate. The bolt through hole 19 is concentrically opened at the center of the upper and lower plate 17 and 16.

上記上掛け板17と下掛け板16を有する引留具6を合成樹脂にて一体成形する。該合成樹脂はポリプロピレンが適性である。   The retainer 6 having the upper plate 17 and the lower plate 16 is integrally formed of synthetic resin. The synthetic resin is suitably polypropylene.

次に雄ねじ軸部20とボルト頭部21とが一体に形成された有頭ボルト9を用意し、該有頭ボルト9の雄ねじ軸部20をネット2の下面側から上記引留具6のボルト通し穴19に挿通しつつ上記筒形アンカー7の雌ねじ筒部12に螺合し、該螺合により上記ボルト頭部21の座面と覆工ブロック3下面との間に上記上掛け板17と下掛け板16を締め付けネット2に覆工ブロック3を結合する。   Next, a headed bolt 9 in which a male screw shaft portion 20 and a bolt head portion 21 are integrally formed is prepared, and the male screw shaft portion 20 of the headed bolt 9 is threaded from the lower surface side of the net 2 through the bolt of the above-described retainer 6. While being inserted into the hole 19, it is screwed into the female threaded cylindrical portion 12 of the cylindrical anchor 7, and the upper cover plate 17 and the lower surface are interposed between the seating surface of the bolt head 21 and the lower surface of the lining block 3 by the screwing. The cover block 3 is coupled to the net 2 by fastening the hanging plate 16.

上記有頭ボルト9の雄ねじ軸部20の内端面と上記アンカーピン8の外端面とは近接状態で対向し、アンカーピン8を規制している。又は有頭ボルト9の雄ねじ軸部20の内端面と上記アンカーピン8の外端面とを当接状態にし、アンカーピン8を規制する。   The inner end face of the male threaded shaft portion 20 of the headed bolt 9 and the outer end face of the anchor pin 8 face each other in the proximity state, thereby restricting the anchor pin 8. Alternatively, the anchor pin 8 is regulated by bringing the inner end surface of the male screw shaft portion 20 of the headed bolt 9 into contact with the outer end surface of the anchor pin 8.

上記有頭ボルト9は雄ねじ軸部20とボルト頭部21を合成樹脂にて一体成形する。該合成樹脂はジュラコン樹脂、殊にポリアセタール樹脂が適性であり、好ましくは同樹脂内にガラス繊維等の補強繊維を混入したものを用いる。   The headed bolt 9 is formed by integrally molding the male screw shaft portion 20 and the bolt head portion 21 with a synthetic resin. As the synthetic resin, a duracon resin, particularly a polyacetal resin is suitable, and a resin in which reinforcing fibers such as glass fibers are mixed is preferably used.

上記の通りネット2は金属以外の合成樹脂やガラス繊維等の抗張力繊維から成る線材を用い、加えて引留具6並びにブロック結合手段たる筒形アンカー7とアンカーピン8と有頭ボルト9の全てを合成樹脂製とする。有頭ボルト9の頭部座面にワッシャー10を用いる場合には、これも合成樹脂製とする。   As described above, the net 2 is made of a wire made of a tensile resin such as a synthetic resin other than metal or glass fiber. In addition, the tubular anchor 7, anchor pin 8 and headed bolt 9 as a retaining device 6 and a block connecting means are attached. Made of synthetic resin. When the washer 10 is used for the head seating surface of the headed bolt 9, it is also made of synthetic resin.

図5Aに示すように、上記筒形アンカー7内に圧入せるアンカーピン8は、上記有頭ボルト9の螺合前に工具を用いて有底下穴11の内奥部(内端側内部)、即ち筒形アンカー7の内奥部(内端側内部)まで打ち込むか、又は図5Bに示すように、筒形アンカー7の途中まで仮圧入して置き、上記雌ねじ筒部12への有頭ボルト9の螺合により上記雄ねじ軸部20の内端面で上記アンカーピン8の外端面を押圧して筒形アンカー7の内奥部への圧入を進行せしめ、よって筒形アンカー7の割爪片14の強制拡開による有底下穴内壁への結合を保持する。   As shown in FIG. 5A, the anchor pin 8 that can be press-fitted into the cylindrical anchor 7 is formed by using a tool before screwing the headed bolt 9 inside the bottomed bottom hole 11 (inside the inner end), In other words, the inner anchor portion (inner end side inside) of the cylindrical anchor 7 is driven in, or as shown in FIG. 9, the outer end surface of the anchor pin 8 is pressed by the inner end surface of the male screw shaft portion 20 to advance the press-fitting into the inner back portion of the cylindrical anchor 7. Maintains the connection to the inner wall of the bottomed prepared hole by forced expansion of

図2に示すように、上記引留具6は上記下掛け板16の左端と右端から該下掛け板16と並行するように相対方向に曲成されて上記ネット2の上面に上掛けされる一対の上掛け板17を有し、該一対の上掛け板17をネット2上面において互いに重合し、該両上掛け板17の重合部と上記下掛け板16とに上記ボルト通し穴19を同心に設ける。   As shown in FIG. 2, the retainer 6 is a pair that is bent from the left end and the right end of the lower plate 16 in a relative direction so as to be parallel to the lower plate 16 and is overlaid on the upper surface of the net 2. The upper plate 17 is superposed on the upper surface of the net 2, and the bolt holes 19 are concentric with the overlapping portion of the upper plate 17 and the lower plate 16. Provide.

又は図示は省略するが、上記引留具6を反転して用いることができる。この場合には、上記上掛け板17を一枚構造にし、該上掛け板17の左端と右端から該上掛け板17と並行するように相対方向に曲成されて上記ネット2の下面に下掛けされる一対の下掛け板16を連設し、該一対の下掛け板16をネット2の下面において互いに重合し、該両下掛け板16の重合部と上記上掛け板17とに上記ボルト通し穴19を同心に設ける。   Or although illustration is abbreviate | omitted, the said retainer 6 can be reversed and used. In this case, the upper cover plate 17 has a single structure and is bent from the left end and the right end of the upper cover plate 17 in a relative direction so as to be parallel to the upper cover plate 17, and is formed on the lower surface of the net 2. A pair of lower hanging plates 16 to be hung are connected in series, the pair of lower hanging plates 16 are overlapped with each other on the lower surface of the net 2, and the bolts are connected to the overlapping portions of the lower hanging plates 16 and the upper hanging plate 17. The through holes 19 are provided concentrically.

上記一対の上掛け板17又は同下掛け板16は弾性を有し、該弾性により起立方向に付勢されている。上記有頭ボルト9を雌ねじ筒部12に螺合して締結することにより、2枚の上掛け板17又は下掛け板16を弾性に抗し畳み込んで重合する。   The pair of upper hanging plates 17 or lower hanging plates 16 have elasticity and are urged in the standing direction by the elasticity. By screwing and tightening the headed bolt 9 to the female threaded cylinder portion 12, the two upper cover plates 17 or the lower cover plate 16 are folded against each other and polymerized.

よって上記有頭ボルト9の螺合により上掛け板17と下掛け板16とを締結し、即ち弾性に抗して締結して緊締を図り、上掛け板17と下掛け板16間にネット2の複数条の経線材4又は緯線材5を挟持する。   Therefore, the upper hanging plate 17 and the lower hanging plate 16 are fastened by screwing the headed bolts 9, that is, fastened against the elasticity and tightened, and the net 2 is interposed between the upper hanging plate 17 and the lower hanging plate 16. A plurality of meridian wires 4 or latitude wires 5 are sandwiched.

図2に示すように、上記引留具6は上掛け板17と下掛け板16の各連設部に薄肉ヒンジ板部18を有し、該上掛け板17と各下掛け板16と各薄肉ヒンジ板部18とを合成樹脂にて一体成形し、該薄肉ヒンジ板部18を弾性に抗し曲成しつつ一対の上掛け板17又は同下掛け板16を相対方向に曲成し引留具6を形成する。   As shown in FIG. 2, the retainer 6 has a thin hinge plate 18 at each connecting portion of the upper plate 17 and the lower plate 16, and the upper plate 17, each lower plate 16, and each thin wall. The hinge plate portion 18 is integrally formed with a synthetic resin, and the pair of upper and lower hanging plates 17 or 16 are bent in a relative direction while bending the thin hinge plate portion 18 against elasticity. 6 is formed.

次に図10乃至図13に基づきネット2の具体構造例について説明する。   Next, a specific structural example of the net 2 will be described with reference to FIGS.

図11に示すように、上記ネット2の経線材4と緯線材5は合成樹脂繊維22又はガラス繊維又はカーボン繊維を集束した線材23を用い、該線材23を複数本用いて経線材4と緯線材5を形成している。   As shown in FIG. 11, the meridian 4 and the weft wire 5 of the net 2 use a wire 23 in which synthetic resin fibers 22 or glass fibers or carbon fibers are converged, and a plurality of the wires 23 are used to connect the meridians 4 and the wefts. A wire 5 is formed.

即ち上記経線材4と緯線材5の一方は上記線材23を同一平面に並行にし、図12A,Bに示すように、合成樹脂層24にて被覆した構造を有する。   That is, one of the meridian 4 and the weft 5 has a structure in which the wire 23 is parallel to the same plane and covered with a synthetic resin layer 24 as shown in FIGS.

又経線材4と緯線材5の他方は、上記複数本の線材23を撚り合わせ構造にし、図13A,Bに示すように、合成樹脂層24で被覆した構造を有する。   The other of the meridian wire 4 and the weft wire 5 has a structure in which the plurality of wires 23 are twisted together and covered with a synthetic resin layer 24 as shown in FIGS. 13A and 13B.

上記経線材4と緯線材5を正格子組又は斜め格子組し上記ネット2を形成する。例えば図10,図13Cに示すように、撚り合わせ構造にした一方の撚り合わせ線材23間に他方の線材23を通挿し、ネット2を編み組する。   The net 2 is formed by connecting the meridian material 4 and the latitude wire material 5 to a normal lattice group or an oblique lattice group. For example, as shown in FIG. 10 and FIG. 13C, the other wire 23 is inserted between one twisted wire 23 having a twisted structure, and the net 2 is braided.

上記ネット2は線材23を並列又は撚り合わせて合成樹脂層24を被覆形成して被覆経線材4と同緯線材5を形成した後、ネットに格子組する。又は線材23を並列するか撚り合わせた経線材4と緯線材5から成るネットを格子組した後、合成樹脂液に浸着する等して全体を合成樹脂層24で被覆する。   The net 2 is formed by covering the wire 23 in parallel or twisting to form the synthetic resin layer 24 to form the same meridian wire 5 as the covered meridian wire 4 and then assembling the lattice on the net. Alternatively, a net made of warp wires 4 and weft wires 5 in which the wire materials 23 are arranged in parallel or twisted is grid-assembled, and then the whole is covered with the synthetic resin layer 24 by, for example, being immersed in a synthetic resin solution.

引留具と、結合手段を形成する各要素の断面図。Sectional drawing of each element which forms a retainer and coupling means. Aは引留具の展開図、Bは同断面図、Cは同曲成状態を示す断面図。A is a developed view of a retaining device, B is a sectional view thereof, and C is a sectional view showing the bent state. 覆工ブロックに有底下穴を設けた状態を示す断面図。Sectional drawing which shows the state which provided the bottomed pilot hole in the lining block. 上記有底下穴に筒形アンカーを内設した状態を示す断面図。Sectional drawing which shows the state which installed the cylindrical anchor in the said bottomed pilot hole. A,Bは上記筒形アンカーにアンカーピンを圧入した状態の第1例と第2例を示す断面図。A and B are sectional views showing a first example and a second example in a state where an anchor pin is press-fitted into the cylindrical anchor. ネットに引留具を通し掛けした状態を示す断面図。Sectional drawing which shows the state which passed the retaining tool through the net. 有頭ボルトを筒形アンカーに螺合し引留具並びに覆工ブロックをネットに結合した状態を示す断面図。Sectional drawing which shows the state which screwed the headed bolt to the cylindrical anchor, and couple | bonded the retainer and the lining block with the net | network. ネットに多数の覆工ブロックを結合した状態を示す覆工ブロックユニットの平面図。The top view of the lining block unit which shows the state which couple | bonded many lining blocks with the net | network. ネットに多数の覆工ブロックを結合した状態を示す覆工ブロックユニットの部分下面図。The partial bottom view of the lining block unit which shows the state which couple | bonded many lining blocks with the net | network. 上記ネットの経線材と緯線材の格子組構造を示す拡大平面図。The enlarged plan view which shows the lattice assembly structure of the meridian and latitude wire of the said net | network. 上記経線材と緯線材に用いる線材の拡大断面図。The expanded sectional view of the wire used for the said meridian and a latitude wire. Aは上記線材を用いた経線材又は緯線材の一方の横断面図、Bは同縦断面図。A is a transverse cross-sectional view of one of the meridian or latitude wire using the wire, and B is the vertical cross-sectional view. Aは上記線材を用いた緯線材又は経線材の他方の横断面図、Bは縦断面図、Cは上記経線材と緯線材の編み組状態を示す拡大断面図。A is a transverse cross-sectional view of the other of a latitude wire or a meridian using the wire, B is a longitudinal cross-sectional view, and C is an enlarged cross-sectional view showing a braided state of the warp and latitude wires.

符号の説明Explanation of symbols

1…覆工ブロックユニット、2…ネット、3…覆工ブロック、4…経線材、5…緯線材、6…引留具、7…筒形アンカー、8…アンカーピン、9…有頭ボルト、10…ワッシャー、11…有底下穴、12…雌ねじ筒部、13…割溝、14…割爪片、15…結合爪、16…下掛け板、17…上掛け板、18…薄肉ヒンジ板部、19…ボルト通し穴、20…雄ねじ軸部、21…ボルト頭部、22…合成樹脂繊維、23…線材、24…合成樹脂層、25…フランジ   DESCRIPTION OF SYMBOLS 1 ... Lining block unit, 2 ... Net, 3 ... Lining block, 4 ... Meridian material, 5 ... Latitudinal wire material, 6 ... Tension tool, 7 ... Cylindrical anchor, 8 ... Anchor pin, 9 ... Headed bolt, 10 DESCRIPTION OF SYMBOLS ... Washer, 11 ... Bottom hole, 12 ... Female thread cylinder part, 13 ... Split groove, 14 ... Split claw piece, 15 ... Coupling claw, 16 ... Bottom plate, 17 ... Top plate, 18 ... Thin hinge plate part, DESCRIPTION OF SYMBOLS 19 ... Bolt through hole, 20 ... Male screw shaft part, 21 ... Bolt head part, 22 ... Synthetic resin fiber, 23 ... Wire rod, 24 ... Synthetic resin layer, 25 ... Flange

Claims (1)

合成樹脂製のネットの上面に多数の覆工ブロックを配置し、該覆工ブロックに設けた有底下穴内に合成樹脂製の筒形アンカーを内設し、該筒形アンカーは外端側内周面に雌ねじを形成した雌ねじ筒部を有し、内端側に割溝によって切り割りされた複数の割爪片を備え、筒形アンカー内に圧入する合成樹脂製のアンカーピンを備え、アンカーピンは筒形アンカーの内奥部まで打ち込み圧入して上記筒形アンカーの割爪片を強制拡開し、上記割爪片を有底下穴の内壁へ食い付かせて有底下穴に筒形アンカーを結合し、他方上記合成樹脂製ネットの経線材又は緯線材に通し掛けされる合成樹脂製の引留具を備え、更に上記筒形アンカーの上記雌ねじ筒部に螺合して該引留具を覆工ブロックに結合すると同時に該引留具を介して覆工ブロックをネットに結合する合成樹脂製の有頭ボルトを備え、該有頭ボルトの雄ねじ軸部の内端面と上記アンカーピンの外端面とを近接又は当接状態にして上記アンカーピンを規制する構成を有し、上記ネットはその経線材と緯線材が金属以外の抗張力繊維を集束した線材の複数本を合成樹脂層にて被覆した構造を有し、更に上記有頭ボルトは補強繊維を混入した合成樹脂から成ることを特徴とする施工面の覆工ブロックユニット。 A large number of lining blocks are arranged on the upper surface of the synthetic resin net, and a cylindrical anchor made of synthetic resin is installed in a bottomed prepared hole provided in the lining block. It has a female threaded cylinder part with a female thread formed on the surface, it has a plurality of split claw pieces cut by a split groove on the inner end side, a anchor pin made of synthetic resin that press fits into a cylindrical anchor, Push into the inner part of the cylindrical anchor and press-fit it to forcibly expand the split claw piece of the cylindrical anchor, and bite the split claw piece into the inner wall of the bottomed bottom hole to connect the cylindrical anchor to the bottomed bottom hole And a synthetic resin retainer that is passed through the meridian or latitude wire of the synthetic resin net, and is further screwed into the female screw cylinder portion of the cylindrical anchor to block the retainer. At the same time as connecting the lining block to the net Comprising a binding made of synthetic resin headed bolt, in the proximity or contact state the outer end face of the inner end surface and the anchor pin of the male screw shaft portion of the organic head bolt has a configuration for regulating the anchor pin, The net has a structure in which a plurality of wires in which the meridian and weft wires are bundled with tensile strength fibers other than metal are covered with a synthetic resin layer, and the headed bolt is made of a synthetic resin mixed with reinforcing fibers. A lining block unit for the construction surface characterized by this.
JP2005041357A 2005-02-17 2005-02-17 Construction side lining block unit Expired - Fee Related JP3938385B2 (en)

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