JP2003336263A - Covering block unit of construction face - Google Patents

Covering block unit of construction face

Info

Publication number
JP2003336263A
JP2003336263A JP2002146833A JP2002146833A JP2003336263A JP 2003336263 A JP2003336263 A JP 2003336263A JP 2002146833 A JP2002146833 A JP 2002146833A JP 2002146833 A JP2002146833 A JP 2002146833A JP 2003336263 A JP2003336263 A JP 2003336263A
Authority
JP
Japan
Prior art keywords
net
hanging plate
lining block
anchor
synthetic resin
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
JP2002146833A
Other languages
Japanese (ja)
Other versions
JP3659931B2 (en
Inventor
Masashi Masuda
昌志 増田
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.)
Maxstone KK
Original Assignee
Maxstone KK
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 Maxstone KK filed Critical Maxstone KK
Priority to JP2002146833A priority Critical patent/JP3659931B2/en
Publication of JP2003336263A publication Critical patent/JP2003336263A/en
Application granted granted Critical
Publication of JP3659931B2 publication Critical patent/JP3659931B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a covering block unit having a number of blocks connected to a net, in which environmental pollution due to rust is prevented by imparting corrosion resistance to a net, a retaining member for connecting the covering block to the net, and a connecting means. <P>SOLUTION: A synthetic resin cylindrical anchor 7 is internally provided in a preliminary hole 11 with the bottom formed in the covering block 3. Meanwhile, the net 2 is made of a synthetic resin, the retaining member 6 insertedly hooked in the longitudinal wire materials 4 and the breadthwise wire materials 5 is made of a synthetic resin, further, the member 6 is fastened to the block 3 by screwing the cylindrical anchor 7, and the retaining member 6 is joined with the covering block 3. A headed bolt 9 for connecting the block 3 to the net 2 with the member 6 is made of a synthetic resin. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction block lining block unit 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 through an anchor. To the connection structure of each lining block to.

【0002】[0002]

【従来の技術】特開平11−158839号や特開20
00−192467号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。
2. Description of the Related Art JP-A-11-158839 and JP-A-20
No. 00-192467 discloses a construction surface lining block unit in which a large number of lining blocks are arranged on the upper surface of the net and connected to the net. In this prior example, headless bolts are previously attached to the lining block. The erection block is erected upright, and a nut is screwed into this to fasten a towing tool that hangs around a meridian wire or a weft wire material of the net, and the lining block is connected to the net through the towing tool.

【0003】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 prior art example, the headless bolt is inserted into the tubular anchor in advance so that the enlarged diameter portion of the tip end thereof projects from one end of the tubular anchor and the male screw portion at the other end. Is placed so as to project from the other end of the tubular anchor, and the tubular anchor with the headless bolt inserted therein is inserted into the bottomed pilot hole provided in the lining block, and then the tubular anchor is attached to the bottom of the bottomed pilot hole. The expanded diameter portion is press-fitted into the tubular anchor to forcefully open the split claw piece of the tubular anchor, and the tubular anchor is engaged and coupled to the inner wall of the bottomed prepared hole.

【0004】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, in the headless bolt, the expanded portion at one end is press-fitted into the tubular anchor, and the male screw portion at the other end is preliminarily formed so as to project from the opening of the bottomed pilot hole, that is, the surface of the lining block. To be done.

【0005】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 pulling tool is passed through the weft wire or the meridian wire of the net, and the male screw portion is inserted into the bolt through hole provided in the central portion of the pulling tool, and the nut is inserted into the male screw portion from the lower surface side of the net. And the seating surface of the nut is brought into contact with the lower surface of the retainer by the screwing, and the retainer is tightened between the nut seat surface and the lower surface of the lining block to connect the lining block to the net. I am trying.

【0006】[0006]

【発明が解決しようとする課題】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
アンカーを有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 above-mentioned prior art example, since the headless bolt is formed so as to project from the lower surface of the lining block in advance, damage or inclination of the bolt thread due to external impact occurs. In addition, since the cylindrical anchor is driven into the inner bottom of the prepared hole limited by the headed bolt and press-fitted to the outer peripheral surface of the expanded portion of the headless bolt,
There is a problem that the connecting claw of the split claw piece of the tubular anchor is deformed by the inner wall of the prepared hole at the time of this driving, and the biting force against the inner wall is reduced.

【0007】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 lining block is extremely heavy,
Since a lining block unit that can carry a large number of lining blocks is hung by a crane and laid on the construction surface, a strong and highly reliable connection between each lining block and the net is required. The above-mentioned prior art has a problem that the above-mentioned binding force is lowered and is harmful to safety.

【0008】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。
[0008] In addition, these lining block units are often laid on the construction surface near the coast, harbor, and estuary,
Not only the net, but also the tubular anchor, the retainer, the headless bolt, and the nut are rusted due to aged deterioration, and the rust flows out to the surroundings to pollute the environment.

【0009】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 all of the above-mentioned prior art examples, since the net, the tubular anchor, the retainer, the headless bolt and the nut are all made of metal, the problem of environmental pollution is inherent.

【0010】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 aged deterioration causes a loss of the binding force of the block to the net, and there is a possibility that the lining block may slip off the construction surface (slope).

【0011】[0011]

【課題を解決するための手段】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。
SUMMARY OF THE INVENTION The present invention provides a lining block unit for a construction surface that appropriately solves the above problems.

【0012】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。
In the lining block unit according to the present invention, a cylindrical anchor made of synthetic resin is internally provided in the prepared bottomed hole provided in the lining block, and the net is made of synthetic resin.
Synthetic resin is used as a retractor to be threaded through the meridian or weft wire of the net, and is further screwed to the tubular anchor to connect the retainer to a lining block and at the same time to perform lining through the retainer. The headed bolt that connects the block to the net is made of synthetic resin.

【0013】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 tubular anchor has a split claw piece on the inner end side that is expanded by press-fitting the anchor pin to the inner end side of the anchor pin so as to connect with the inner wall of the bottomed pilot hole, and has a female screw tubular portion on the outer end side. It has a structure in which

【0014】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, an anchorage having an upper hanging plate hanging on the upper surface of the net and a lower hanging plate hanging on the lower surface of the net, and having a bolt through hole penetrating the upper hanging plate and the lower hanging plate. A tool, a headed bolt in which a male screw shaft portion and a bolt head are integrally formed are prepared.

【0015】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。
While inserting the male screw shaft portion of the headed bolt from the lower surface side of the net into the bolt through hole of the retainer, the male screw shaft portion is screwed into the female screw cylinder portion of the tubular anchor to engage the inner end surface of the male screw shaft portion and the anchor. A structure in which the outer end faces of the pins are opposed to each other, and the upper hanging plate and the lower hanging plate are tightened between the seat surface of the bolt head and the lower surface of the lining block by the screwing to connect the lining block to the net. It was done.

【0016】上記ネットは合成樹脂製、例えば合成樹脂
単線材(モノフィラメント)又は合成樹脂繊維(マルチ
フィラメント)の集束線材を経線材と緯線材として用い
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 is made of synthetic resin, for example, a synthetic resin single wire (monofilament) or a synthetic resin fiber (multifilament) focusing wire is used as a warp wire and a weft wire. Alternatively, a glass fiber-converged wire or a carbon fiber-converged wire is used as a meridional wire and a weft wire, and these are latticed to form a net.

【0017】上記合成樹脂単線材又は合成樹脂繊維はポ
リエステルの単線材又はポリエステル繊維が適性であ
る。
The synthetic resin single wire or synthetic resin fiber is preferably a polyester single wire or polyester fiber.

【0018】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。
Further, the retractor, the tubular anchor as the connecting means and the headed bolt are all made of synthetic resin. If a washer is used on the head bearing surface of a headed bolt, this too shall be made of synthetic resin. The anchor pin that is press-fitted into the tubular anchor is also made of synthetic resin.

【0019】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 that can be press-fitted into the tubular anchor has a true cylindrical shape and has a tapered portion at the inner end. Before the screwing of the headed bolt, the anchor pin is driven to the inner depth of the bottomed pilot hole (the inner end side of the bottomed pilot hole), that is, the inner depth of the tubular anchor, or of the tubular anchor. Temporarily press-fit and place halfway, and by screwing a headed bolt into the female threaded cylindrical part, the male screw shaft part presses the anchor pin and presses it into the inner part of the cylindrical anchor, and the split claw of the cylindrical anchor Holds the connection to the inner wall of the bottomed pilot hole by the forced expansion of the piece.

【0020】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 a close state to regulate the anchor pin. Or, the inner end surface of the male screw shaft portion of the headed bolt and the outer end surface of the anchor pin are brought into contact with each other,
Restrict anchor pins.

【0021】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 retractor has a pair of upper hanging plates which are bent in a relative direction from the left end and the right end of the lower hanging plate so as to be parallel to the lower hanging plate and which are hung on the upper surface of the net. The pair of upper hanging plates are superposed on each other on the upper surface of the net, and the bolt through holes are provided in the overlapping portions of the upper hanging plates and the lower hanging plate.

【0022】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 retractor has a pair of lower hanging plates bent in a relative direction from the left end and the right end of the upper hanging plate so as to be parallel to the upper hanging plate and hanging on the lower surface of the net. The pair of lower hanging plates are overlapped with each other on the lower surface of the net, and the bolt through holes are provided in the overlapping portions of the lower hanging plates and the upper hanging plate.

【0023】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 holes of the pair of upper hanging plates or lower hanging plates, and the male screw shaft portion of the headed bolt is screwed into the female threaded cylindrical portion of the tubular anchor, so that the upper hanging plate is formed. And a lower hanging plate are fastened to each other, and a plurality of meridional wires or weft wires of the net are held between the upper hanging plate and the lower hanging plate, and the lining block is connected to the net via the pulling tool.

【0024】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 pulling device has a thin hinge plate portion at each connecting portion of the upper hanging plate and each lower hanging plate, and the upper hanging plate, each lower hanging plate, and each thin hinge plate part are made of synthetic resin. Mold integrally.

【0025】[0025]

【発明の実施の形態】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。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to FIGS.

【0026】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。
This lining block unit 1 is shown in FIGS.
Etc., a large number of lining blocks 3 are arranged on the upper surface of the net 2, and each lining block 3 is stretched over a plurality of the meridional wire 4 or the weft wire 5 of the net 2, and a pulling tool 6 is provided. Via a connecting means for connecting the retractor 6 to the lining block 3,
It has a structure in which each lining block 3 is connected to the net 2.

【0027】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 existing in nature or a concrete block.

【0028】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は合成樹脂製線材、例えば合
成樹脂製単線材(モノフィラメント)又は合成樹脂繊維
(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 wire 4 and a weft wire 5, and the meridian wire 4 and the weft wire 5 are made of synthetic resin wire, for example, synthetic resin single wire (monofilament) or synthetic resin fiber (multifilament). Focused wire is used. Alternatively, the wire 2 is formed by using a glass fiber-concentrated wire material or a carbon fiber-concentrated wire material, which are lattice-assembled.

【0029】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。又後述するようにアンカ
ーピン8を用いずに、有頭ボルト9をアンカーピンとし
て兼用することができる。
As shown in FIG. 1, the connecting means for connecting the retractor 6 to the net 2 comprises a cylindrical anchor 7, an anchor pin 8, a headed bolt 9 and a washer 10. This washer 10 can be saved. Further, as will be described later, the headed bolt 9 can also be used as an anchor pin without using the anchor pin 8.

【0030】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, each lining block 3 is provided with a bottomed prepared hole 11 by a drill or the like, and as shown in FIG. 4, a cylindrical tubular anchor 7 is inserted in the bottomed prepared hole. Set up.

【0031】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 cylindrical portion 12 having a female thread formed on the inner peripheral surface on the outer end side, and a split groove 13 on the inner end side.
It is provided with a plurality of split claw pieces 14 cut by. A coupling claw 15 is provided on the outer peripheral surface of the split claw piece 14. Further, a flange 25 that is seated on the opening surface of the bottomed prepared hole 11 is provided at the entrance of the female screw cylindrical portion 12.

【0032】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 tubular anchor 7 having the female screw tubular portion 12, the split claw piece 14 and the flange 25 is integrally molded of synthetic resin. This synthetic resin is preferably nylon, for example nylon 6. In this tubular anchor 7, the female screw tubular portion 12 is tubular, and the split claw piece 14 does not need to be tubular.

【0033】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, the tubular anchor 7
It has a cylindrical anchor pin 8 that is press-fitted inside. The anchor pin 8 has a true cylindrical shape and has a tapered portion at its inner end. This anchor pin 8 is provided with a bottomed prepared hole 11 using a tool.
Of the tubular anchor 7 is forcibly opened by inserting the press-fitting into the inner part of the cylindrical anchor 7, that is, the inner part of the tubular anchor 7, and the connecting claw 15 of the claw 14 is inserted into the bottomed prepared hole 11. The tubular anchor 7 is coupled to the bottomed prepared hole 11 by biting into the inner wall.

【0034】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 is the tubular anchor 7.
Has a length extending beyond the female screw cylinder portion 12. Therefore, the anchor pin 8 is completely embedded on the inner end side of the tubular anchor 7.

【0035】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 made of synthetic resin. Nylon is suitable for this synthetic resin.

【0036】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 hanging plate 17 forming the retractor 6 is hooked on the upper surface of the net 2 (the block side upper surface), and the lower hanging plate 16 is hooked on the lower surface of the net 2. ,
Between the upper hanging plate 17 and the lower hanging plate 16, a plurality of lines of the meridional wire 4 or the weft wire 5 that form the net 2 are threaded.

【0037】上記引留具6は上掛け板17と下掛け板1
6とを別部品にて形成し、その中央部にボルト通し穴1
9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1
7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 pulling tool 6 includes an upper hanging plate 17 and a lower hanging plate 1.
6 and 6 are formed as separate parts, and the bolt through hole 1 is
9 is concentrically opened. Alternatively, as shown in FIG. 1 and FIG. 2, an upper hanging plate 1 to be hung on the upper surface of the net 2.
7 and a lower hanging plate 16 which is hung on the lower surface of the net 2 are integrally formed by one strip plate, and a bolt through hole 19 is concentrically formed in the central portion of the upper hanging plate 17 and the lower hanging plate 16. It has the configuration opened in.

【0038】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 retractor 6 having the upper hanging plate 17 and the lower hanging plate 16 is integrally molded of synthetic resin. Polypropylene is suitable as the synthetic resin.

【0039】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 21 are integrally formed is prepared, and the male screw shaft portion 20 of the headed bolt 9 is pulled from the lower surface side of the net 2 to the detention tool 6 described above. The tubular anchor 7 while being inserted into the bolt through hole 19 of
Of the female threaded cylindrical portion 12 of the bolt head 21 and the lower surface of the lining block 3 between the seat surface of the bolt head 21 and the lower surface of the lining block 3 by the screwing. Combine 3

【0040】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 surface of the male screw shaft portion 20 of the headed bolt 9 and the outer end surface of the anchor pin 8 oppose each other in a close state to regulate the anchor pin 8. Or headed bolt 9
The inner end surface of the male screw shaft portion 20 and the outer end surface of the anchor pin 8 are brought into contact with each other to regulate the anchor pin 8.

【0041】上記アンカーピン8を用いずに、有頭ボル
ト9の雄ねじ軸部20にアンカーピンを形成するアンカ
ー軸部を連設し、該有頭ボルト9の雄ねじ軸部20を筒
形アンカー7の雌ねじ筒部12に螺合することにより、
該アンカー軸部を筒形アンカー7の内奥部に圧入し、上
記割爪片14を拡開する構成とすることができる。
Instead of using the anchor pin 8, an anchor shaft portion forming an anchor pin is connected to the male screw shaft portion 20 of the headed bolt 9, and the male screw shaft portion 20 of the headed bolt 9 is connected to the tubular anchor 7. By screwing into the female threaded cylinder part 12 of
The anchor shaft portion may be press-fitted into the inner rear portion of the tubular anchor 7 to expand the split claw piece 14.

【0042】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。
In the headed bolt 9, the male screw shaft portion 20 and the bolt head portion 21 are integrally formed of synthetic resin. The synthetic resin is suitably a Duracon resin, particularly a polyacetal resin, and preferably a resin in which reinforcing fibers such as glass fibers are mixed is used.

【0043】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 synthetic resin other than metal or tensile strength fiber such as glass fiber. In addition, the retractor 6 and the tubular anchor 7 serving as a block connecting means.
The anchor pin 8 and the headed bolt 9 are all made of synthetic resin. When the washer 10 is used on the head bearing surface of the headed bolt 9, it is also made of synthetic resin.

【0044】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 tubular anchor 7 described above.
The anchor pin 8 that can be press-fitted into the inner portion of the bottomed prepared hole 11 (inner end side inside), that is, the inner inner portion (inner end of the tubular anchor 7) before screwing the headed bolt 9 is used. Inner side) or, as shown in FIG. 5B, tubular anchor 7
Is temporarily press-fitted in the middle, and the outer end surface of the anchor pin 8 is pressed by the inner end surface of the male screw shaft portion 20 by screwing the headed bolt 9 into the female screw cylinder portion 12 to form the tubular anchor 7.
The press-fitting into the inner part of the tube is advanced, so that the tubular anchor 7
The connection with the inner wall of the bottomed pilot hole by the forced expansion of the split claw piece 14 is maintained.

【0045】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 retractor 6 is bent in the relative direction from the left end and the right end of the lower hanging plate 16 so as to be parallel to the lower hanging plate 16 and is hung on the upper surface of the net 2. A pair of upper hanging plates 17 which are overlapped with each other on the upper surface of the net 2, and the bolt passing holes 19 are formed in the overlapping portions of the upper hanging plates 17 and the lower hanging plate 16. Are set concentrically.

【0046】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1
6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。
Although not shown, the retractor 6 can be used by reversing it. In this case, the upper hanging plate 17 has a single structure and is bent in the relative direction from the left end and the right end of the upper hanging plate 17 so as to be parallel to the upper hanging plate 17 so that the upper hanging plate 17 is placed on the lower surface of the net 2. A pair of hanging plates 1
6, the pair of lower hanging plates 16 are overlapped with each other on the lower surface of the net 2, and the bolt through holes 19 are concentrically provided in the overlapping portions of both the lower hanging plates 16 and the upper hanging plate 17.

【0047】上記一対の上掛け板17又は同下掛け板1
6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 above-mentioned pair of upper hanging plates 17 or lower hanging plate 1
Reference numeral 6 has elasticity and is biased in the standing direction by the elasticity. By screwing the headed bolt 9 into the female screw cylinder portion 12 and fastening the same, two upper hanging plates 17 or lower hanging plates 16 are provided.
Is polymerized by folding it against elasticity.

【0048】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 together by screwing the headed bolts 9, that is, they are fastened against each other to resist the elasticity, so that the upper hanging plate 17 and the lower hanging plate 16 are tightened. The plurality of lines of the meridional wire 4 or the latitude wire 5 of the net 2 are sandwiched between.

【0049】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 pulling tool 6 has a thin hinge plate portion 18 at each connecting portion of the upper hanging plate 17 and the lower hanging plate 16.
And the upper hanging plate 17, the lower hanging plates 16, and the thin hinge plates 18 are integrally molded with a synthetic resin, and the thin hinge plates 18 are bent while resisting elasticity. The hanging plate 17 or the lower hanging plate 16 is bent in the relative direction to form the retractor 6.

【0050】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 structure example of the net 2 will be described with reference to FIGS.

【0051】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 wire 2 and the weft wire 5 of the net 2 are synthetic resin fibers 22 or wire rods 23 in which glass fibers or carbon fibers are bundled, and a plurality of these wire rods 23 are used. 4 and latitudinal material 5 are formed.

【0052】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 warp wire 4 and the latitude wire 5 has a structure in which the wire 23 is parallel to the same plane and is covered with a synthetic resin layer 24 as shown in FIGS. 12A and 12B.

【0053】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 warp wire 4 and the latitude 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.

【0054】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 above-mentioned net 2 is formed by assembling the above-mentioned meridional wire 4 and the latitude wire 5 into a regular lattice group or an oblique lattice group. For example, as shown in FIG. 10 and FIG. 13C, the other wire rod 23 is inserted between the one twisted wire rod 23 having the twisted structure to form the net 2
Braid.

【0055】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 forming wire rods 23 in parallel or twisted together to cover the synthetic resin layer 24 to form the covered meridional wire rods 4 and the equilateral wire rods 5, and then forming a lattice on the nets. Alternatively, after a net consisting of the meridional wire 4 and the weft wire 5 in which the wires 23 are arranged in parallel or twisted is formed into a lattice, the whole is covered with the synthetic resin layer 24 by being immersed in a synthetic resin liquid.

【0056】[0056]

【発明の効果】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。又アンカーピンと有頭ボルトとが協働して
筒形アンカーによる有底下穴内壁との結合強度を確保す
ると共に、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 tubular anchor is internally installed in the bottomed prepared hole of the lining block and coupled, the bolt does not project from the lower surface of the lining block. By simply screwing the headed bolt afterwards to the female threaded tubular portion of the tubular anchor, the work of connecting the retractor to the lining block and connecting the lining block to the net via the retainer can be easily performed. it can. In addition, the anchor pin and the headed bolt cooperate to secure the joint strength with the inner wall of the bottomed pilot hole by the cylindrical anchor, and the screw structure of the male screw shaft of the headed bolt and the female screw cylinder of the tubular anchor. Secure the bond strength of both,
Overall, a heavy lining block can be firmly connected to the net.

【0057】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。
Further, when the net is made of synthetic resin fiber or other tensile strength fiber, heat resistance and tensile strength for supporting a heavy weight lining block can be secured.

【0058】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 to forming the net with the above material,
Cylindrical anchors, anchors, headed bolts, etc. are made of synthetic resin to effectively prevent rust due to aging deterioration, and appropriately solve the problem of rust flowing out and impeding the environment, and in acidic or alkaline environments. It also exhibits chemical resistance and prevents acid and alkaline deterioration. Therefore, the bonding strength of the lining block can be maintained for many years.

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

【図1】引留具と、結合手段を形成する各要素の断面
図。
FIG. 1 is a cross-sectional view of a retractor and each element that forms a coupling means.

【図2】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。
2A is a development view of the retractor, B is the same sectional view, and C is a sectional view showing the bent state.

【図3】覆工ブロックに有底下穴を設けた状態を示す断
面図。
FIG. 3 is a cross-sectional view showing a state where a bottomed prepared hole is provided in a lining block.

【図4】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。
FIG. 4 is a cross-sectional view showing a state in which a tubular anchor is internally provided in the bottomed pilot hole.

【図5】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。
5A and 5B are cross-sectional views showing a first example and a second example in which an anchor pin is press-fitted into the tubular anchor.

【図6】ネットに引留具を通し掛けした状態を示す断面
図。
FIG. 6 is a cross-sectional view showing a state in which a retractor is put around a net.

【図7】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。
FIG. 7 is a cross-sectional view showing a state in which a headed bolt is screwed into a tubular anchor, and a retainer and a lining block are connected to a net.

【図8】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。
FIG. 8 is a plan view of a lining block unit showing a state in which a large number of lining blocks are connected to a net.

【図9】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。
FIG. 9 is a partial bottom view of the lining block unit showing a state in which a large number of lining blocks are connected to the net.

【図10】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。
FIG. 10 is an enlarged plan view showing a lattice structure of the above-mentioned meridian wire and weft wire material.

【図11】上記経線材と緯線材に用いる線材の拡大断面
図。
FIG. 11 is an enlarged cross-sectional view of a wire used for the warp wire and the latitude wire.

【図12】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。
FIG. 12A is a lateral cross-sectional view of one of a warp wire and a weft wire using the above wire, and B is a vertical cross-sectional view thereof.

【図13】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。
13A is a transverse cross-sectional view of the other of the weft wire or the warp wire using the above wire, B is a vertical cross-sectional view, and C is an enlarged cross-sectional view showing a braided state of the above-mentioned wire and the weft wire.

【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、2
2…合成樹脂繊維、23…線材、24…合成樹脂層、2
5…フランジ
DESCRIPTION OF SYMBOLS 1 ... Lining block unit, 2 ... Net, 3 ... Lining block, 4 ... Meridional wire, 5 ... Weft wire, 6 ... Retaining tool, 7 ... Cylindrical anchor, 8 ... Anchor pin, 9 ... Headed bolt, 10 …
Washer, 11 ... Bottom hole with bottom, 12 ... Female threaded cylinder, 13
... split groove, 14 ... split claw piece, 15 ... connecting claw, 16 ... lower hanging plate, 17 ... upper hanging plate, 18 ... thin hinge plate part, 19 ... bolt through hole, 20 ... male screw shaft part, 21 ... bolt head Part, 2
2 ... Synthetic resin fiber, 23 ... Wire rod, 24 ... Synthetic resin layer, 2
5 ... Flange

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】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施工面の覆工ブロックユニッ
ト。
1. A cylindrical anchor made of synthetic resin is internally provided in a bottomed prepared hole provided in a lining block, the other net is made of synthetic resin, and the net is hooked on a meridian wire or a weft wire material of the net. The retractor is made of synthetic resin, and further, the headed bolts that are screwed to the tubular anchor to connect the retainer to the lining block and at the same time connect the lining block to the net through the retainer are made of synthetic resin. The lining block unit for the construction surface.
【請求項2】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おいて、上記覆工ブロ
ックに設けた有底下穴内に内設される筒形アンカーを備
え、該筒形アンカーは内端側にアンカーピンの内端側へ
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有し、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上記
引留具を備え、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い、該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ネット
に覆工ブロックを結合する構成としたことを特徴とする
施工面の覆工ブロックユニット。
2. A lining block unit having a construction surface in which a large number of lining blocks are arranged on the upper surface of the net, and each lining block is connected to the net via a pulling tool. A tubular anchor internally provided in the hole is provided, and the tubular anchor has an inner end side with a split claw piece which is expanded by press-fitting the inner end side of the anchor pin to be joined to the inner wall of the bottomed pilot hole. And an internal threaded cylinder portion on the outer end side, and an upper hanging plate hanging on the upper surface of the net and a lower hanging plate hanging on the lower surface of the net, and the upper hanging plate and the lower hanging plate. A headed bolt having a male screw shaft portion and a bolt head integrally formed, and the male screw shaft portion of the headed bolt is retained from the lower surface side of the net. While inserting it through the bolt through hole of the tool, And the inner end surface of the male screw shaft portion and the outer end surface of the anchor pin are opposed to each other by being screwed into the female screw cylinder portion of the bolt, and by the screwing, the upper hook is provided between the seat surface of the bolt head and the lower surface of the lining block. A lining block unit for a construction surface, characterized in that a lining block is connected to a net by tightening a plate and a hanging plate.
【請求項3】上記ネットは合成樹脂製としたことを特徴
とする請求項2記載の施工面の覆工ブロックユニット。
3. The lining block unit for a construction surface according to claim 2, wherein the net is made of synthetic resin.
【請求項4】上記筒形アンカーとアンカーピンと引留具
と有頭ボルトを合成樹脂製としたことを特徴とする請求
項2記載の施工面の覆工ブロックユニット。
4. The lining block unit for a construction surface according to claim 2, wherein the tubular anchor, the anchor pin, the retainer and the headed bolt are made of synthetic resin.
【請求項5】上記筒形アンカー内に圧入せるアンカーピ
ンを備え、上記雌ねじ筒部への有頭ボルトの螺合により
上記雄ねじ軸部の内端面が上記アンカーピンの外端面に
当接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構成としたことを特徴とする請
求項1又は2記載の施工面の覆工ブロックユニット。
5. An anchor pin that can be press-fitted into the tubular anchor is provided, and an inner end surface of the male screw shaft portion abuts an outer end surface of the anchor pin by screwing a headed bolt into the female screw tubular portion, and a tubular shape is provided. The lining block unit for a construction surface according to claim 1 or 2, wherein the anchor is configured to hold the connection to the inner wall of the bottomed prepared hole by forcibly expanding the split claw piece.
【請求項6】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
ことを特徴とする請求項2記載の施工面の覆工ブロック
ユニット。
6. A pair of upper hanging plates which are bent in a relative direction from the left end and the right end of the lower hanging plate in parallel with the lower hanging plate and which are hung on the upper surface of the net. 3. The lining block for a construction surface according to claim 2, wherein the upper hanging plates are overlapped with each other on the upper surface of the net, and the bolt through holes are provided in the overlapping portions of the upper hanging plates and the lower hanging plate. unit.
【請求項7】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
ことを特徴とする請求項2記載の施工面の覆工ブロック
ユニット。
7. A pair of lower hanging plates bent in a relative direction from the left end and the right end of the upper hanging plate so as to be parallel to the upper hanging plate and hanging on the lower surface of the net. 3. The lining block for a construction surface according to claim 2, wherein the lower hanging plates are overlapped with each other on the lower surface of the net, and the bolt through holes are provided in the overlapping portions of the both lower hanging plates and the upper hanging plate. unit.
【請求項8】上記引留具は上掛け板と下掛け板の各連設
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したことを特
徴とする請求項6又は7記載の施工面の覆工ブロックユ
ニット。
8. The pulling device has thin hinge plates at each connecting portion of the upper hanging plate and the lower hanging plate, and the upper hanging plate, the lower hanging plate and the thin hinge plates are made of synthetic resin. The lining block unit for a construction surface according to claim 6 or 7, which is integrally molded.
JP2002146833A 2002-05-21 2002-05-21 Construction side lining block unit Expired - Fee Related JP3659931B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002146833A JP3659931B2 (en) 2002-05-21 2002-05-21 Construction side lining block unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002146833A JP3659931B2 (en) 2002-05-21 2002-05-21 Construction side lining block unit

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2005041357A Division JP3938385B2 (en) 2005-02-17 2005-02-17 Construction side lining block unit

Publications (2)

Publication Number Publication Date
JP2003336263A true JP2003336263A (en) 2003-11-28
JP3659931B2 JP3659931B2 (en) 2005-06-15

Family

ID=29705692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002146833A Expired - Fee Related JP3659931B2 (en) 2002-05-21 2002-05-21 Construction side lining block unit

Country Status (1)

Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009102833A (en) * 2007-10-22 2009-05-14 Tankatsu:Kk Greening method of mortar slope and concrete slope
JP2009254673A (en) * 2008-04-18 2009-11-05 Daiichi Shokai Co Ltd Game machine
KR101262630B1 (en) 2012-11-16 2013-05-08 서정엔지니어링 주식회사 Multiple fixed type anchor block
JP2021188479A (en) * 2020-06-04 2021-12-13 マックストン株式会社 Anchor pin
CN116163293A (en) * 2023-04-25 2023-05-26 四川蜀道建筑科技有限公司 Precast pile, precast pile connecting device and precast pile system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009102833A (en) * 2007-10-22 2009-05-14 Tankatsu:Kk Greening method of mortar slope and concrete slope
JP4524003B2 (en) * 2007-10-22 2010-08-11 株式会社丹勝 Greening method for mortar slope and concrete slope.
JP2009254673A (en) * 2008-04-18 2009-11-05 Daiichi Shokai Co Ltd Game machine
KR101262630B1 (en) 2012-11-16 2013-05-08 서정엔지니어링 주식회사 Multiple fixed type anchor block
JP2021188479A (en) * 2020-06-04 2021-12-13 マックストン株式会社 Anchor pin
CN116163293A (en) * 2023-04-25 2023-05-26 四川蜀道建筑科技有限公司 Precast pile, precast pile connecting device and precast pile system

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