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JP3768213B2 - Construction surface lining block - Google Patents
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JP3768213B2 - Construction surface lining block - Google Patents

Construction surface lining block Download PDF

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JP3768213B2
JP3768213B2 JP2003289614A JP2003289614A JP3768213B2 JP 3768213 B2 JP3768213 B2 JP 3768213B2 JP 2003289614 A JP2003289614 A JP 2003289614A JP 2003289614 A JP2003289614 A JP 2003289614A JP 3768213 B2 JP3768213 B2 JP 3768213B2
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lining block
bar
block
locking
retaining
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JP2004003367A (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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  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

本発明は覆工ブロックに付設した引留手段を以って覆工ブロックを施工面に定着する施工面覆工ブロックに関する。   The present invention relates to a construction surface lining block for fixing a lining block to a construction surface by using a retaining means attached to the lining block.

特許文献1は、覆工ブロックに付設した引留手段を、該覆工ブロックにより覆工される施工面内へ埋設して覆工ブロックを施工面に定着する引留工法(アンカー工法)が示されており、その具体手段として図1乃至図10等に示す如く、自然石から成る覆工ブロックに穿孔した孔に引留手段たる棒材の端部を挿入しつつ接着材により一体に固定して棒材を覆工ブロック後方へ延出させたもの、或いはコンクリート製の覆工ブロックの成型時に棒材の端部を埋め込み一体化して棒材を覆工ブロック後方へ延出させ、該棒材の延出端に抵抗体たる板材を移動可に取り付け引留効果を向上せんとしている。そして実際の現場施工においては、上記構造のものが多用されている。
特許第2983207号公報
Patent Document 1 shows a drawing method (anchor method) in which a retaining means attached to a lining block is embedded in a construction surface covered by the lining block and the lining block is fixed on the construction surface. As shown in FIGS. 1 to 10 and the like as specific means, the bar is fixed integrally with an adhesive while inserting the end of the bar as a retaining means into a hole drilled in a lining block made of natural stone. Is extended to the back of the lining block, or when the concrete lining block is molded, the end of the bar is embedded and integrated to extend the bar to the back of the lining block, and the bar is extended. At the end, a resistor plate is movably attached to improve the retention effect. And the thing of the said structure is used abundantly in actual site construction.
Japanese Patent No. 2983207

上記アンカー工法はブロックを積み上げて急勾配の護岸壁を構築する場合に、個々のブロックを施工面に安定に引き留めできる効果を有する。然しながら、剛直性を有する棒材が覆工ブロックの後方へ長く延出しているため、多数の覆工ブロックをトラック等にて現場に搬入する際の支障となり、備蓄運搬効率を妨げている。又備蓄運搬時に棒材が変形する問題点を有している。   The anchor construction method has an effect that each block can be stably retained on the construction surface when building a steep revetment wall by stacking the blocks. However, since the rod having rigidity extends long to the rear of the lining block, it becomes a hindrance when a large number of lining blocks are carried to the site by a truck or the like, and the stock transport efficiency is hindered. Moreover, it has the problem that a rod deform | transforms at the time of storage conveyance.

上記先行例においては上記問題に対処すべく、図18に示す如く棒材の端部と覆工ブロックにリング部を設け、両リング部間を連結金具にて連結する方法を示しているが、この方法によれば現場にて多数のブロックに棒材を個々に連結金具で連結しなければならず、作業性を著しく悪化する。   In the preceding example, in order to cope with the above problem, as shown in FIG. 18, a ring portion is provided on the end portion of the bar and the covering block, and a method of connecting the two ring portions with a connecting metal fitting is shown. According to this method, rods must be individually connected to a large number of blocks at the site by connecting metal fittings, and workability is significantly deteriorated.

本発明は上記問題点を適切に解決する施工面覆工ブロックを提供する。   This invention provides the construction surface lining block which solves the said problem appropriately.

本発明は、上記引留手段を用いたアンカー工法において、覆工ブロックに該ブロックの周面から突出せる環状の係止突部又は同外周面に間隔を置いて突出せる複数の係止突部を設け、他方上記引留手段を棒材にて形成し、該引留棒材の端部を曲成して係止輪を形成し、該係止輪を上記環状の係止突部又は複数の係止突部に係合して覆工ブロックと引留棒材とを連結し施工面覆工ブロックを構成する。 The present invention, in the above-mentioned anchor method using the anchor means, a plurality of locking projections to protrude spaced locking projection or the outer peripheral surface of the annular causing projecting from the outer peripheral surface of the block to the lining block On the other hand, the retaining means is formed of a bar, the end of the retaining bar is bent to form a locking ring, and the locking ring is connected to the annular locking projection or a plurality of engagements. A construction surface lining block is constructed by engaging the stop projection and connecting the lining block and the retaining rod.

上記施工面覆工ブロックによれば、上記引留棒材の係止輪を施工現場にて覆工ブロックの係止突部に押し込むのみで両者の連結が容易に行え、又同引留棒材を取り外して覆工ブロックとは分離しまとめて備蓄運搬できる。   According to the construction surface lining block, the retaining rod can be easily connected by simply pushing the retaining ring of the retaining rod into the retaining projection of the lining block at the construction site, and the retaining rod can be removed. It can be stored and transported separately from the lining block.

又上記引留手段を棒材にて形成する場合、該引留棒材の延出端を該棒材と交差する方向に曲成して抵抗体を形成する。これにより抵抗体を別部品の板材から形成する場合の問題点を解決する。   When the drawing means is formed of a bar, the extending end of the drawing bar is bent in a direction crossing the bar to form a resistor. This solves a problem in the case where the resistor is formed from a plate material of another component.

又上記引留手段を棒材にて形成し、上記抵抗体として板材を用いる場合、該棒材延出端に板材の進退を阻止するストッパーを設けて、抵抗体として機能する位置を各覆工ブロックにおいて固定する。   Further, when the drawing means is formed of a bar material and a plate material is used as the resistor, a stopper that prevents the plate material from advancing and retracting is provided at the rod material extension end, and each lining block has a position that functions as a resistor. Fixed at.

図1,図2に示す1は自然石又はコンクリート成形ブロックから成る覆工ブロックであり、該覆工ブロック1には引留手段2を付設し、該引留手段2を該覆工ブロック1により覆工される施工面3内へ埋設して覆工ブロック1を施工面3に定着する。   1 and 2 is a lining block made of natural stone or a concrete molding block. The lining block 1 is provided with a retaining means 2, and the retaining means 2 is covered with the lining block 1. The lining block 1 is fixed to the construction surface 3 by being embedded in the construction surface 3 to be constructed.

上記覆工ブロック1に該ブロック1の周面から突出せる環状又は複数の係止突部12を設け、他方上記引留手段2を棒材4にて形成し、該引留棒材4の端部を曲成して係止輪5を形成し、該係止輪5を上記環状又は複数の係止突部12に係合して覆工ブロック1と引留棒材4とを連結し施工面覆工ブロックを形成する。上記引留棒材4は金属線材又は合成樹脂線材から成る。   The lining block 1 is provided with an annular or a plurality of locking projections 12 projecting from the peripheral surface of the block 1, while the drawing means 2 is formed by the bar 4, and the end of the drawing bar 4 is A locking ring 5 is formed by bending, and the locking ring 5 is engaged with the annular or plural locking projections 12 to connect the lining block 1 and the retaining bar 4 to cover the construction surface. Form a block. The drawing rod 4 is made of a metal wire or a synthetic resin wire.

一例として図1A,Bに示すように、係止突部12として覆工ブロック1の外周面にL形又はC形の金属又は合成樹脂から成る係止具12aを覆工ブロック1の後部外周面に間隔を置いて複数突設し、他方上記引留棒材4の端部に略円形の係止輪5を曲成し、該係止輪5を覆工ブロック1の後方から係止具12aを越えるように圧嵌して同係止具12aに強制的に係入し、覆工ブロック1を係止具12aに環状に係止して係止輪5で巻き込み連結を図る。   As an example, as shown in FIGS. 1A and 1B, a locking tool 12 a made of L-shaped or C-shaped metal or synthetic resin is attached to the outer peripheral surface of the lining block 1 as the locking protrusion 12, and the rear outer peripheral surface of the lining block 1. A plurality of projecting projections are provided at intervals, and a substantially circular locking ring 5 is bent at the end of the above-described retaining rod 4, and the locking ring 12 is connected to the locking tool 12 a from the rear of the covering block 1. It is press-fitted so as to exceed, and is forcibly engaged with the locking device 12a, and the lining block 1 is locked to the locking device 12a in an annular shape and is engaged by a locking wheel 5 for connection.

好ましくは上記係止輪5は、引留棒材4の端部を該棒材4を略中心にして円形に曲成し、この曲成によって係止輪5の巻き端に自由端を有し、同自由端部に切欠部7を有する。   Preferably, the locking ring 5 bends the end portion of the retaining rod 4 in a circle around the rod 4 and has a free end at the winding end of the locking ring 5 due to this bending. The free end has a notch 7.

上記係止輪5は、上記切欠部7により弾性的に拡縮可能であり、上記係止具12aの内接円の径R1と係止輪5の内径R2とを略等しくする。少なくとも係止輪5の内径R2を係止具12aの外径R3より小径に設定する。   The locking ring 5 can be elastically expanded / contracted by the notch 7, and the inscribed circle diameter R1 of the locking tool 12a and the inner diameter R2 of the locking ring 5 are made substantially equal. At least the inner diameter R2 of the locking ring 5 is set smaller than the outer diameter R3 of the locking tool 12a.

従って係止輪5は、弾性に抗し拡径されつつ係止具12aを越えて覆工ブロック1の外周面に押し込まれ、弾性に従って復元して上記係止具12aへ係入され、上記連結が果たされる。この時引留棒材4を係止輪5の略中心から軸線X方向、換言すると覆工ブロック1の略重心を通る軸線X上へ延在させることにより、該引留棒材4による引留力を可及的に覆工ブロック1の重心に作用せしめる。   Accordingly, the locking ring 5 is pushed into the outer peripheral surface of the lining block 1 over the locking tool 12a while being expanded in diameter against elasticity, restored according to elasticity, and engaged with the locking tool 12a. Is fulfilled. At this time, by extending the retaining rod 4 from the approximate center of the retaining ring 5 in the direction of the axis X, in other words, on the axis X passing through the approximate center of gravity of the lining block 1, the retaining force by the retaining rod 4 can be increased. It acts on the center of gravity of the lining block 1 as much as possible.

又上記係止輪5の外形を円形、楕円形とする他、四角形等の多角形係止輪5とする場合を含む。   In addition to making the outer shape of the locking ring 5 circular or elliptical, it includes a case of making it a polygonal locking ring 5 such as a quadrangle.

上記引留棒材4の後端、即ち上記係止輪5を設けた端部とは反対側の端部には図中破線で囲んだ抵抗体8を設ける。この抵抗体8の具体例については後述する。   A resistor 8 surrounded by a broken line in the figure is provided at the rear end of the above-mentioned retaining rod 4, that is, the end opposite to the end where the locking ring 5 is provided. A specific example of the resistor 8 will be described later.

他例として図2A,Bに示すように、係止突部12として覆工ブロック1の外周面に係止リブ12bを覆工ブロック1の後部外周面に環状に突設し、又は覆工ブロック1の後部外周面に複数の突起を間隔を置いて突設し、他方上記引留棒材4の端部に略円形の係止輪5を曲成し、該係止輪5を覆工ブロック1の後方から環状係止リブ12b又は突起を越えるように圧嵌して同環状係止リブ12b又は突起に強制的に係合し、覆工ブロック1に環状に係止して係止輪5で巻き込み連結を図る。   As another example, as shown in FIGS. 2A and 2B, a locking rib 12 b is provided on the outer peripheral surface of the lining block 1 as a locking projection 12, or the lining block is protruded annularly on the rear outer peripheral surface of the lining block 1. A plurality of protrusions are provided on the outer peripheral surface of the rear part 1 at intervals, and on the other hand, a substantially circular locking ring 5 is formed at the end of the retaining bar 4, and the locking ring 5 is covered with the lining block 1. From the rear side of the annular locking rib 12b or the protrusion so as to be forcibly engaged with the annular locking rib 12b or the protrusion, and locked to the lining block 1 in an annular manner by the locking ring 5. Engage with entanglement.

好ましくは上記係止輪5は、引留棒材4の端部を該棒材4を略中心にして円形に曲成し、この曲成によって係止輪5の巻き端に自由端を有し、同自由端部に切欠部7を有する。   Preferably, the locking ring 5 bends the end portion of the retaining rod 4 in a circle around the rod 4 and has a free end at the winding end of the locking ring 5 due to this bending. The free end has a notch 7.

上記係止輪5は、上記切欠部7により弾性的に拡縮可能であり、上記環状係止リブ12bの内径R1又は突起の内接円の径R1と係止輪5の内径R2とを略等しくする。少なくとも係止輪5の内径R2を環状係止リブ12bの外径R3又は突起の外接円の径R3より小径に設定する。   The locking ring 5 can be elastically expanded / contracted by the notch 7, and the inner diameter R1 of the annular locking rib 12b or the inscribed circle diameter R1 of the projection and the inner diameter R2 of the locking ring 5 are substantially equal. To do. At least the inner diameter R2 of the locking ring 5 is set smaller than the outer diameter R3 of the annular locking rib 12b or the diameter R3 of the circumscribed circle of the protrusion.

従って係止輪5は、弾性に抗し拡径されつつ環状係止リブ12b又は突起を越えて覆工ブロック1の外周面に押し込まれ、弾性に従って復元して上記環状係止リブ12b又は突起へ係入され、上記連結が果たされる。この時引留棒材4を係止輪5の略中心から軸線X方向、換言すると覆工ブロック1の略重心を通る軸線X上へ延在させることにより、該引留棒材4による引留力を可及的に覆工ブロック1の重心に作用せしめ、より安定な引き留めを図る。   Accordingly, the locking ring 5 is pushed into the outer peripheral surface of the covering block 1 over the annular locking rib 12b or the projection while being expanded in diameter against elasticity, and is restored according to the elasticity to the annular locking rib 12b or the projection. Enlisted and the above connection is fulfilled. At this time, by extending the retaining rod 4 from the approximate center of the retaining ring 5 in the direction of the axis X, in other words, on the axis X passing through the approximate center of gravity of the lining block 1, the retaining force by the retaining rod 4 can be increased. It acts on the center of gravity of the lining block 1 as much as possible to achieve more stable retention.

又上記係止輪5の外形を円形、楕円形とする他、四角形等の多角形係止輪5とする場合を含む。同様に環状係止リブ12bの外形を円形、楕円形とする他、四角形等の多角形とする場合を含む。   In addition to making the outer shape of the locking ring 5 circular or elliptical, it includes a case of making it a polygonal locking ring 5 such as a quadrangle. Similarly, it includes cases where the outer shape of the annular locking rib 12b is a circle or an ellipse, or a polygon such as a quadrangle.

上記引留棒材4の後端、即ち上記係止輪5を設けた端部とは反対側の端部には図中破線で囲んだ抵抗体8を設ける。この抵抗体8の具体例については後述する。   A resistor 8 surrounded by a broken line in the figure is provided at the rear end of the above-mentioned retaining rod 4, that is, the end opposite to the end where the locking ring 5 is provided. A specific example of the resistor 8 will be described later.

上記施工面覆工ブロックは図9に示すように、河岸の法面、道路両側の法面、造成地や公園や塁堤等の法面等に下段より順次積み上げ護岸壁乃至擁壁を構築するのであるが、各段の覆工ブロック1の積み上げに際し、上記係止輪5を各覆工ブロック1に取り付け同ブロック1後方へ延出して施工面3内へ埋設する。   As shown in Fig. 9, the construction surface lining block is built up sequentially from the bottom to the bank slope, slopes on both sides of the road, slopes such as construction sites, parks, and embankments, etc. However, when the lining blocks 1 of each stage are stacked, the locking ring 5 is attached to each lining block 1 and extends rearward of the block 1 and is embedded in the construction surface 3.

通常上記覆工ブロック1の背後には裏込め石9が充填され、この裏込め石9によって抵抗体8の移動を阻止し、引留作用を発揮する。よって各覆工ブロック1を積み上げて上記護岸壁乃至擁壁を安定に構築する。即ち覆工壁を安定に構築する。   Usually, a backfill stone 9 is filled behind the lining block 1, and the backfill stone 9 prevents the movement of the resistor 8 and exerts a retaining action. Therefore, each lining block 1 is piled up, and the said revetment wall thru | or retaining wall are built stably. That is, the lining wall is constructed stably.

上記図1,図2に示す施工面覆工ブロックによれば、上記引留棒材4の係止輪5を施工現場にて覆工ブロック1の係止突部12に押し込むのみで両者の連結が容易に行え、又同引留棒材4を取り外した状態にし、覆工ブロック1とは分離しまとめて備蓄運搬できる。   According to the construction surface lining block shown in FIGS. 1 and 2, the engagement ring 5 of the retaining rod 4 is simply pushed into the locking projection 12 of the lining block 1 at the construction site, and the two are connected. It can be easily carried out, and the retaining rod 4 can be removed and separated from the lining block 1 to be stored and transported together.

又覆工ブロック1は係止輪5を中心にして回動し、同ブロック前面を覆工に適した状態に配向できる。尚係止輪5を係止具12a,係止リブ12b又は突起に係合して接着材を注入し、連結を強化することを妨げない。   Further, the lining block 1 rotates around the locking ring 5 and the front surface of the block can be oriented in a state suitable for lining. The engaging ring 5 is engaged with the engaging member 12a, the engaging rib 12b, or the protrusion, and an adhesive is injected so as not to prevent the connection from being strengthened.

又上記引留手段2を棒材4にて形成する場合、図3,図4に示すように、該棒材4の延出端を該棒材4と交差する方向に曲成して抵抗体8を形成する。これにより抵抗体を別部品の板材から形成する問題を解決する。   When the drawing means 2 is formed of the bar 4, as shown in FIGS. 3 and 4, the extending end of the bar 4 is bent in the direction intersecting with the bar 4 to form the resistor 8. Form. This solves the problem of forming the resistor from a separate part plate.

図3,4に示すように、引留棒材4の後端を同棒材4を略中心にして円形又は角形に曲成し、同棒材4を中心とする抵抗体8たる引留輪8Bを形成する。該引留輪8Bは棒材4と直交する方向に突出するように曲成する。   As shown in FIGS. 3 and 4, the rear end of the retaining rod 4 is bent into a circle or a square with the rod 4 approximately at the center, and a retaining ring 8 </ b> B serving as a resistor 8 with the rod 4 as the center is formed. Form. The retaining ring 8B is bent so as to protrude in a direction orthogonal to the bar 4.

又図5,図6に示すように、上記引留手段2たる引留棒材4の後端に上記抵抗体8たる引留板8Cを取り付ける。そして上記引留棒材4の延出端に引留板8Cの進退を阻止するストッパー15,16を設けて、抵抗体8として機能する位置を各覆工ブロック1において固定する。   As shown in FIGS. 5 and 6, a retaining plate 8 </ b> C serving as the resistor 8 is attached to the rear end of the retaining rod 4 serving as the retaining means 2. Then, stoppers 15 and 16 for preventing the staying plate 8C from advancing and retreating are provided at the extending end of the staying bar 4 to fix the position functioning as the resistor 8 in each lining block 1.

図5においてはナット15aを引留棒材4の後端に螺合して引留板8Cの後方への移動を阻止し、更に引留棒材4の後端を屈曲し、該屈曲部16aにて引留板8Cの前方への移動を阻止する構造にしている。   In FIG. 5, the nut 15a is screwed to the rear end of the retaining bar 4 to prevent the rearward movement of the tensioning plate 8C, and the rear end of the retaining bar 4 is bent, and the bent portion 16a is used for the retention. The plate 8C is prevented from moving forward.

又図6においては引留棒材4の後端を折曲し、該折曲部15bにて引留板8Cの後方への移動を阻止し、更に引留棒材4の後端に圧着スリーブ16bを挿入して圧着し、該圧着スリーブ16bにて引留板8Cの前方への移動を阻止する構造にしている。   In FIG. 6, the rear end of the retaining rod 4 is bent, the bent portion 15b prevents the rearward movement of the retaining plate 8C, and the crimp sleeve 16b is inserted into the rear end of the retaining rod 4. Thus, the crimping sleeve 16b is used to prevent the retaining plate 8C from moving forward.

図示しないが、引留棒材4の後端に一対の圧着スリーブ16bを挿入して圧着し、両圧着スリーブ16b間において引留板8Cの進退を阻止することができる。   Although not shown, a pair of crimping sleeves 16b can be inserted into and crimped to the rear end of the retaining rod 4 to prevent the retaining plate 8C from moving back and forth between the two crimping sleeves 16b.

図7に示すように、引留板8Cは円形板又は四角形等の多角形板にて形成し、その中央部に棒材挿入口17を形成し、該挿入口17に引留棒材4の端部を挿入し、上記ストッパー15,16により移動不可に一定位置に配置する。   As shown in FIG. 7, the retaining plate 8 </ b> C is formed of a circular plate or a polygonal plate such as a quadrangle, a bar insertion port 17 is formed at the center, and the end of the retention rod 4 is formed in the insertion port 17. Is placed at a fixed position so that it cannot be moved by the stoppers 15 and 16.

又図8に示すように、引留板8Cにその周縁から棒材挿入口17に達する切り割18を設け、該切り割18を通して引留板8Cを引留棒材4の後端に圧入できるようにする。   Further, as shown in FIG. 8, a slit 18 is provided in the retaining plate 8C from the peripheral edge to the bar insertion port 17 so that the retaining plate 8C can be press-fitted into the rear end of the retaining rod 4 through the slit 18. .

本発明の実施形態を示し、Aは引留棒材と覆工ブロックとを分解して示す斜視図、Bは同組み立て斜視図、Cは上記引留棒材と覆工ブロックとの寸法を説明する断面図。1 shows an embodiment of the present invention, in which A is an exploded perspective view showing a retaining rod and a lining block, B is an assembled perspective view, and C is a cross-sectional view for explaining the dimensions of the retaining rod and the lining block. Figure. 本発明の他の実施形態を示し、Aは引留棒材と覆工ブロックとを分解して示す斜視図、Bは同組み立て斜視図。The other embodiment of this invention is shown, A is a perspective view which decomposes | disassembles and shows a retention rod material and a lining block, B is the assembly perspective view. 引留手段の第1実施形態に属する引留輪の一具体例を示す斜視図。The perspective view which shows one specific example of the retaining ring which belongs to 1st Embodiment of a retaining means. 引留手段の第1実施形態に属する引留輪の他の具体例を示す斜視図。The perspective view which shows the other specific example of the retaining ring which belongs to 1st Embodiment of a retaining means. 引留手段の第2実施形態に属する引留板の一具体例を示す斜視図。The perspective view which shows one specific example of the retaining plate which belongs to 2nd Embodiment of a retaining means. 引留手段の第2実施形態に属する引留板の他の具体例を示す斜視図。The perspective view which shows the other specific example of the retention board which belongs to 2nd Embodiment of a retention means. 上記引留板の正面図。The front view of the said tension plate. 上記引留板の他例を示す正面図。The front view which shows the other example of the said tension plate. 引留手段として引留棒材を用いた図1、図2に示す覆工ブロックを用いて形成した覆工壁を説明する要部断面図。The principal part sectional drawing explaining the lining wall formed using the lining block shown in FIG. 1, FIG. 2 using the retention rod as a retention means.

符号の説明Explanation of symbols

1 覆工ブロック
2 引留手段
3 施工面
4 引留棒材
5 係止輪
7 切欠部
8 抵抗体
8B 引留輪
8C 引留板
9 裏込め石
12 係止突部
12a 係止具
12b 環状係止リブ
15,16 ストッパー
15a ナット
16a 屈曲部
16b 圧着スリーブ
17 棒材挿入口
18 切り割り
R1 内径
R2 内径
R3 外径
X 軸線
DESCRIPTION OF SYMBOLS 1 Covering block 2 Retention means 3 Construction surface 4 Retention bar material 5 Locking ring 7 Notch part 8 Resistor 8B Retaining ring 8C Drawer plate 9 Backing stone 12 Locking protrusion 12a Locking tool 12b Annular locking rib 15, 16 Stopper
15a Nut 16a Bending part 16b Crimp sleeve 17 Bar insertion slot 18 Split R1 Inner diameter R2 Inner diameter R3 Outer diameter X Axis

Claims (3)

覆工ブロックに付設した引留手段を該覆工ブロックにより覆工される施工面内へ埋設し、覆工ブロックを施工面に定着する施工面覆工ブロックにおいて、上記覆工ブロックに該ブロックの周面から突出せる環状の係止突部又は同外周面に間隔を置いて突出せる複数の係止突部を設け、他方上記施工面内へ埋設する引留手段を棒材にて形成し、該棒材の端部を曲成して弾性的に拡縮可能な係止輪を形成し、該係止輪を弾性に抗し拡径しつつ環状の係止突部又は複数の係止突部を越えて覆工ブロックの外周面に押し込み且つ弾性に従い復元して上記環状の係止突部又は複数の係止突部に係合し覆工ブロックと引留手段たる棒材とを連結する構成としたことを特徴とする施工面覆工ブロック。 In the construction surface lining block in which the retaining means attached to the lining block is embedded in the construction surface covered by the lining block, and the lining block is fixed to the construction surface, the lining block is attached to the outside of the block. An annular locking protrusion that protrudes from the peripheral surface or a plurality of locking protrusions that protrude at an interval on the outer peripheral surface, and on the other hand, a retaining means embedded in the construction surface is formed of a bar, An end portion of the bar member is bent to form an elastically expandable / contractable locking ring, and an annular locking projection or a plurality of locking projections are formed while expanding the diameter of the locking ring against elasticity. It was pushed into the outer peripheral surface of the lining block and restored according to elasticity, and engaged with the annular locking projection or a plurality of locking projections to connect the lining block and the bar serving as the retaining means. Construction surface lining block characterized by that. 上記引留手段たる棒材延出端を該棒材と交差する方向に曲成して抵抗体を形成したことを特徴とする請求項1記載の施工面覆工ブロック。 2. The construction surface covering block according to claim 1, wherein a resistance body is formed by bending the bar extending end serving as the drawing means in a direction crossing the bar. 上記引留手段たる棒材延出端に板材を挿入して抵抗体を形成すると共に、該棒材延出端に板材の進退を阻止するストッパーを設けたことを特徴とする請求項1記載の施工面覆工ブロック。 2. The construction according to claim 1, wherein a resistor is formed by inserting a plate material into the bar extending end serving as the drawing means, and a stopper for preventing the plate material from moving forward and backward is provided at the bar extended end. Face lining block.
JP2003289614A 2003-08-08 2003-08-08 Construction surface lining block Expired - Lifetime JP3768213B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003289614A JP3768213B2 (en) 2003-08-08 2003-08-08 Construction surface lining block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003289614A JP3768213B2 (en) 2003-08-08 2003-08-08 Construction surface lining block

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2001025264A Division JP3473845B2 (en) 2001-02-01 2001-02-01 Construction surface lining block

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Publication Number Publication Date
JP2004003367A JP2004003367A (en) 2004-01-08
JP3768213B2 true JP3768213B2 (en) 2006-04-19

Family

ID=30438825

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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