JP3473845B2 - Construction surface lining block - Google Patents
Construction surface lining blockInfo
- Publication number
- JP3473845B2 JP3473845B2 JP2001025264A JP2001025264A JP3473845B2 JP 3473845 B2 JP3473845 B2 JP 3473845B2 JP 2001025264 A JP2001025264 A JP 2001025264A JP 2001025264 A JP2001025264 A JP 2001025264A JP 3473845 B2 JP3473845 B2 JP 3473845B2
- Authority
- JP
- Japan
- Prior art keywords
- lining block
- construction surface
- bar
- lining
- block
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims description 28
- 230000002093 peripheral effect Effects 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 7
- 238000004873 anchoring Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
- Revetment (AREA)
Description
【0001】[0001]
【発明の属する技術分野】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。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a work surface lining block for fixing a lining block to a work surface by means of a detention means attached to the lining block.
【0002】[0002]
【従来の技術】特許第2983207号は、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。2. Description of the Related Art Japanese Patent No. 2983207 discloses an anchoring method (anchor) in which a retracting means attached to a lining block is embedded in a construction surface lined by the lining block to fix the lining block on the construction surface. As a concrete means thereof, as shown in FIGS. 1 to 10 and the like, as shown in FIG. 1 to FIG. Fixed to, the bar is extended to the rear of the lining block, or the end of the bar is embedded and integrated during molding of the concrete lining block to extend the bar to the rear of the lining block, A plate member, which is a resistor, is movably attached to the extended end of the rod member so as to improve the retention effect. In actual field construction, the above structure is often used.
【0003】[0003]
【発明が解決しようとする課題】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 above anchor construction method is used when a block is piled up to construct a steep revetment wall.
It has an effect that each block can be stably retained on the construction surface. However, since the rod having rigidity is extended to the rear of the lining block for a long time, it becomes a hindrance when a large number of lining blocks are brought into the site by a truck or the like, and the efficiency of stockpiling and transporting is hindered. In addition, there is a problem that the bar material is deformed when the stock is transported.
【0004】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 above prior art example, in order to deal with the above problem, a method is shown in which a ring portion is provided on the end portion of the bar and the lining block as shown in FIG. However, according to this method, it is necessary to individually connect the bar members to a large number of blocks at the site with connecting metal fittings,
Workability is significantly deteriorated.
【0005】[0005]
【課題を解決するための手段】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。The present invention provides a construction surface lining block that appropriately solves the above problems.
【0006】本発明は、上記引留手段を用いたアンカー
工法において、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、他方上記施工面覆工
ブロックの外周面に係止溝を形成し、上記係止輪を該係
止溝内に係入して上記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。According to the present invention, in the anchor construction method using the above-mentioned anchoring means, the anchoring means is formed of a rod and the end portion of the anchoring rod is bent to form a locking ring, while the above-mentioned construction surface is used. A locking groove is formed on the outer peripheral surface of the lining block, and the locking ring is inserted into the locking groove to connect the lining block and the pulling rod to form a construction surface lining block.
【0007】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溝に
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, both can be easily connected by simply pushing the retaining ring of the pulling rod into the locking groove of the lining block at the construction site. Can be removed and separated from the lining block for bulk storage and transportation.
【0008】又上記引留手段を棒材にて形成し、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。Further, the pulling means is formed of a rod, and the extending end of the pulling rod is bent in a direction intersecting with the rod to form a resistor. This solves the problem in the case where the resistor is formed from a plate material which is a separate component.
【0009】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。When the pulling means is formed of a rod and a plate is used as the resistor, a stopper for preventing the plate from advancing and retracting is provided at the extending end of the rod so that the position functioning as a resistor is set at each position. Secure in the lining block.
【0010】[0010]
【発明の実施の形態】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。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Reference numeral 1 shown in FIGS. 1 and 2 is a lining block made of a natural stone or concrete molding block. The lining block 1 is provided with a detention means 2 and The lining block 1 is embedded in the construction surface 3 covered by the lining block 1 to fix the lining block 1 to the construction surface 3.
【0011】上記引留手段2は棒材4にて形成し、該引
留棒材4の端部を曲成して係止輪5を形成する。他方上
記覆工ブロック1の外周面に係止溝6を形成し、上記係
止輪5を該係止溝6内に係入して上記覆工ブロック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 pulling means 2 is formed of a rod 4, and the end of the pull rod 4 is bent to form a locking ring 5. On the other hand, a locking groove 6 is formed on the outer peripheral surface of the lining block 1, the locking ring 5 is engaged in the locking groove 6, and the lining block 1 and the pulling rod 4 are connected to each other. Form a face lining block.
The strain bar 4 is made of a metal wire or a synthetic resin wire.
【0012】一例として図1A,Bに示すように、覆工
ブロック1の外周面に略円形の環状係止溝6aを形成
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の後方から圧挿し、
覆工ブロック1の外周面を滑らせつつ上記環状係止溝6
a内に強制的に係入し、覆工ブロック1を環状係止溝6
a内において係止輪5で巻き込み連結を図る。As an example, as shown in FIGS. 1A and 1B, a substantially circular annular locking groove 6a is formed on the outer peripheral surface of the lining block 1, while a substantially circular locking ring is formed at the end of the strain bar 4. 5 is bent, and the locking ring 5 is press-fitted from the rear side of the lining block 1,
The annular locking groove 6 while sliding the outer peripheral surface of the lining block 1
It is forcibly inserted into the inside of a and the lining block 1 is fixed to the annular locking groove 6
In the inside of a, the engagement wheel 5 is rolled in and connected.
【0013】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を中心にして略円形に曲成し、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 engaging ring 5 is formed by bending an end portion of the drawing bar 4 into a substantially circular shape with the bar 4 as a center, and by this bending, a free end is formed on a winding end of the engaging ring 5. It also has a notch 7 at its free end.
【0014】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、図1Cに示すように、上記環状係
止溝6aの内径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を環状係止溝6a
の外径R3より小径に設定する。The locking wheel 5 can be elastically expanded and contracted by the cutout portion 7, and as shown in FIG. 1C, the inner diameter R1 of the annular locking groove 6a and the inner diameter R2 of the locking wheel 5 are substantially the same. To be equal. At least the inner diameter R2 of the locking ring 5 is set to the annular locking groove 6a.
Set smaller than outer diameter R3.
【0015】従って係止輪5は、弾性に抗し拡径されつ
つ覆工ブロック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溝6a内へ係入され、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。Therefore, the locking ring 5 is pushed against the outer peripheral surface of the lining block 1 while being expanded in diameter against elasticity, is restored according to elasticity and is inserted into the annular locking groove 6a to complete the connection. Be done. At this time, by extending the pulling rod 4 from the substantial center of the locking ring 5 in the direction of the axis X, in other words, on the axis X passing through the substantial center of gravity of the lining block 1, the pulling force of the pulling rod 4 can be increased. The center of gravity of the lining block 1 is also exerted.
【0016】上記環状係止溝6aは係止輪5の切欠部7
の間隔に応じ、環状溝の一部が途切れた切欠環状溝であ
っても良い。又上記係止輪5の外形並びに環状係止溝6
a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並びに多角形環状係止溝6aとする場合を含む。The annular locking groove 6a is formed in the notch 7 of the locking ring 5.
It may be a notched annular groove in which a part of the annular groove is interrupted depending on the interval. Further, the outer shape of the locking ring 5 and the annular locking groove 6
In addition to the case where the outer shape of a is circular or elliptical, the case where the shape is a polygonal locking ring 5 such as a quadrangle or a polygonal annular locking groove 6a is included.
【0017】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。The rear end of the strain bar 4, that is, the locking ring 5
A resistor 8 surrounded by a broken line in the drawing is provided at the end opposite to the end provided with. A specific example of the resistor 8 will be described later.
【0018】又他例として図2A,Bに示すように、覆
工ブロック1の外周面に間隔を置いて複数の間欠係止溝
6bを形成し、他方上記引留棒材4の端部に多角形の係
止輪5を曲成し、該係止輪5を覆工ブロック1の後方か
ら圧挿し、覆工ブロック1の外周面を滑らせつつ上記間
欠係止溝6b内に強制的に係入し、覆工ブロック1を環
状係止溝6b内において係止輪5で巻き込み連結を図
る。As another example, as shown in FIGS. 2A and 2B, a plurality of intermittent locking grooves 6b are formed on the outer circumferential surface of the lining block 1 at intervals, while a plurality of intermittent locking grooves 6b are formed at the ends of the strain bar 4. The square locking ring 5 is bent, and the locking ring 5 is press-fitted from the rear side of the lining block 1 and is forcedly engaged in the intermittent locking groove 6b while sliding the outer peripheral surface of the lining block 1. Then, the lining block 1 is wound by the locking ring 5 in the annular locking groove 6b to be connected.
【0019】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を略中心にして四角形に曲成し、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 engaging ring 5 is formed by bending the end portion of the drawing bar 4 into a quadrangle with the bar 4 being substantially at the center, and by this bending, the winding end of the engaging ring 5 is provided with a free end. It also has a notch 7 at its free end.
【0020】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、図1Cに示すように、上記間欠係
止溝6b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を間欠係止
溝6bの内接円の内径R1より小径に設定する。The locking wheel 5 can be elastically expanded and contracted by the cutout portion 7, and as shown in FIG. 1C, the diameter R1 of the inscribed circle of the intermittent locking groove 6b and the inner diameter of the locking wheel 5 are increased. Make R2 approximately equal. At least the inner diameter R2 of the locking wheel 5 is set to be smaller than the inner diameter R1 of the inscribed circle of the intermittent locking groove 6b.
【0021】従って係止輪5は、弾性に抗し拡径されつ
つ覆工ブロック1の外周面に押し込まれ、弾性に従って
復元して上記間欠係止溝6b内へ係入され、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。Therefore, the locking ring 5 is pushed into the outer peripheral surface of the lining block 1 while being expanded in diameter against elasticity, restored according to elasticity and inserted into the intermittent locking groove 6b to complete the connection. Be done. At this time, by extending the pulling rod 4 from the substantial center of the locking ring 5 in the direction of the axis X, in other words, on the axis X passing through the substantial center of gravity of the lining block 1, the pulling force of the pulling rod 4 can be increased. The center of gravity of the lining block 1 is also exerted.
【0022】上記環状係止輪5の外形は上記四角形とす
る他、三角形や五角形等の多角形とし、これに応じ間欠
係止溝6bを三点配置、五点配置等の多点配置とする場
合を含む。The outer shape of the annular locking ring 5 is polygonal such as triangular or pentagonal in addition to the above quadrangle, and accordingly, the intermittent locking grooves 6b are arranged at multiple points such as three-point arrangement and five-point arrangement. Including cases.
【0023】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1,図2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。The rear end of the strain bar 4, that is, the locking ring 5
A resistor 8 surrounded by a broken line in FIGS. 1 and 2 is provided at the end opposite to the end provided with. A specific example of the resistor 8 will be described later.
【0024】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 above-mentioned construction surface lining block is piled up on the slopes of riverbanks, slopes on both sides of roads, slopes of landslides, parks, and embankments, etc. from the bottom to the seawall or retaining wall. When the lining blocks 1 at each stage are piled up, the locking wheels 5 are attached to the lining blocks 1 and extend rearward of the blocks 1 and are embedded in the construction surface 3.
【0025】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。Normally, a backfill stone 9 is filled behind the lining block 1, and the backfill stone 9 blocks the movement of the resistor 8 and exerts a pulling action. Therefore, the lining blocks 1 are stacked to stably construct the above-mentioned revetment wall or retaining wall. That is, the lining wall is constructed stably.
【0026】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の係止溝6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 retaining ring 5 of the pulling rod 4 is simply pushed into the retaining groove 6 of the lining block 1 at the construction site to provide both of them. The connection can be easily performed, and the pulling rod 4 can be detached and separated from the lining block 1 for collective storage and transportation.
【0027】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を係止溝6a,6bに係入して接着材を
係止溝6a,6b内に注入し、連結を強化することを妨
げない。Further, the lining block 1 can be rotated around the locking wheel 5 to orient the front surface of the block into a state suitable for lining. It should be noted that the locking wheel 5 is engaged with the locking grooves 6a and 6b, and the adhesive is injected into the locking grooves 6a and 6b to strengthen the connection.
【0028】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 pulling 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 a direction intersecting with the bar 4. The resistor 8 is formed. This solves the problem of forming the resistor from a separate plate material.
【0029】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 draw bar 4 is bent in a circular or rectangular shape with the bar 4 being substantially at the center, and the draw bar is a resistor 8 centered on the bar 4. Form a ring 8B.
The retracting wheel 8B is bent so as to project in a direction orthogonal to the bar 4.
【0030】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。Further, as shown in FIGS. 5 and 6, a pulling plate 8C which is the resistor 8 is provided at the rear end of the pulling rod 4 which is the pulling means 2.
Attach. Then, stoppers 15 and 16 for preventing the pulling plate 8C from moving back and forth are provided at the extension end of the pulling rod 4.
The position that functions as the resistor 8 is fixed in each lining block 1.
【0031】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 attached to the strain bar 4
It is screwed to the rear end of the rear plate to prevent the rear plate 8C from moving rearward,
Furthermore, the rear end of the strain bar 4 is bent so that the curved portion 16a prevents the forward movement of the strain plate 8C.
【0032】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。Further, in FIG. 6, the rear end of the pulling rod 4 is bent, the rearward movement of the pulling plate 8C is prevented at the bent portion 15b, and the rear end of the pulling rod 4 is crimped to a sleeve. 16b is inserted and pressure-bonded, and the pressure-bonding sleeve 16b prevents the retractor plate 8C from moving forward.
【0033】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 crimp sleeves 16b can be inserted and crimped at the rear end of the pulling rod 4 to prevent the pulling plate 8C from moving back and forth between the crimp sleeves 16b.
【0034】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 drawing plate 8C is formed by a circular plate or a polygonal plate such as a quadrangle, and a bar material insertion port 17 is formed in the center thereof, and the drawing bar 4 is drawn in the insertion port 17. The end portions of the above are inserted, and the stoppers 15 and 16 are arranged at a fixed position so that they cannot move.
【0035】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, the drawing plate 8C is provided with a slit 18 from its peripheral edge to reach the rod insertion port 17, and the drawing plate 8C can be press-fitted into the rear end of the drawing rod 4 through the slit 18. To do so.
【図1】図1は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。FIG. 1 shows an embodiment of the present invention, where A is a perspective view in which a strain bar and a lining block are disassembled, B is the same assembly perspective view, and C is the strain bar and a lining block. Sectional drawing explaining the dimension of and.
【図2】図2は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。FIG. 2 shows another embodiment of the present invention, in which A is an exploded perspective view of a straining rod and a lining block, and B is an assembled perspective view thereof.
【図3】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。FIG. 3 is a perspective view showing a specific example of a pulling wheel that belongs to the first embodiment of the pulling means.
【図4】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。FIG. 4 is a perspective view showing another specific example of the pulling wheel belonging to the first embodiment of the pulling means.
【図5】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。FIG. 5 is a perspective view showing a specific example of a pulling plate that belongs to the second embodiment of the pulling means.
【図6】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。FIG. 6 is a perspective view showing another specific example of the tension plate belonging to the second embodiment of the tension means.
【図7】上記引留板の正面図。FIG. 7 is a front view of the retaining plate.
【図8】上記引留板の他例を示す正面図。FIG. 8 is a front view showing another example of the pulling plate.
【図9】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。FIG. 9 is a cross-sectional view of a main part for explaining a lining wall formed by using the lining block shown in FIGS. 1 and 2 using a drawing rod as a drawing means.
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 6 係止溝 6a 環状係止溝 6b 間欠係止溝 7 切欠部 8 抵抗体 8B 引留輪 8C 引留板 9 裏込め石 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 1 lining block 2 means of detention 3 construction side 4 drawn bar 5 locking wheels 6 locking groove 6a Annular locking groove 6b Intermittent locking groove 7 Notch 8 resistor 8B retractor 8C retaining plate 9 Backfill stone 15,16 stopper 15a nut 16a bent portion 16b crimp sleeve 17 Bar insertion slot 18 cutting R1 inner diameter R2 inner diameter R3 outer diameter X axis
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−294140(JP,A) 特開 昭54−162802(JP,A) 特開 昭48−68005(JP,A) 特開 昭54−115524(JP,A) 特開2000−45302(JP,A) 実開 平7−34032(JP,U) 実開 平7−10026(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02B 3/14 E02D 17/20 103 E02D 29/02 ─────────────────────────────────────────────────── --Continued from the front page (56) Reference JP-A-6-294140 (JP, A) JP-A-54-162802 (JP, A) JP-A-48-68005 (JP, A) JP-A-54- 115524 (JP, A) JP 2000-45302 (JP, A) Actual flat 7-34032 (JP, U) Actual flat 7-10026 (JP, U) (58) Fields investigated (Int.Cl. 7) , DB name) E02B 3/14 E02D 17/20 103 E02D 29/02
Claims (3)
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、他方上記施工面覆工ブロックの外周面に係止溝を形
成し、上記係止輪を弾性に抗し拡径しつつ覆工ブロック
の外周面に押し込み且つ弾性に従い復元して上記係止溝
内に係入し上記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。1. A construction surface lining block for embedding detention means attached to a lining block in a construction surface covered by the lining block, and fixing the lining block to the construction surface.
The retracting means to be embedded in the construction surface is formed of a bar material, the end portion of the bar material is bent to form an elastically expandable / contractible locking ring, while the outer periphery of the construction surface lining block is formed. A lining block with a locking groove formed on the surface to expand the diameter of the locking ring against elasticity.
A construction surface lining block, wherein the construction surface lining block is configured to be pushed into the outer peripheral surface of the base plate, restored according to elasticity , and inserted into the locking groove to connect the lining block and a bar member serving as a drawing means.
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. A construction surface lining block according to claim 1, wherein the bar member extending end serving as the pulling means is bent in a direction intersecting with the bar member to form a resistor.
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。3. A rod member is formed by inserting a plate material into the bar member extending end as the pulling means to form a resistor, and a stopper for preventing the plate member from advancing and retracting is provided at the bar member extending end. The construction surface lining block according to Item 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001025264A JP3473845B2 (en) | 2001-02-01 | 2001-02-01 | Construction surface lining block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001025264A JP3473845B2 (en) | 2001-02-01 | 2001-02-01 | Construction surface lining block |
Related Child Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003289619A Division JP2004003369A (en) | 2003-08-08 | 2003-08-08 | Construction surface lining work block |
| JP2003289615A Division JP3768214B2 (en) | 2003-08-08 | 2003-08-08 | Construction surface lining block |
| JP2003289614A Division JP3768213B2 (en) | 2003-08-08 | 2003-08-08 | Construction surface lining block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002227169A JP2002227169A (en) | 2002-08-14 |
| JP3473845B2 true JP3473845B2 (en) | 2003-12-08 |
Family
ID=18890293
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001025264A Expired - Fee Related JP3473845B2 (en) | 2001-02-01 | 2001-02-01 | Construction surface lining block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3473845B2 (en) |
-
2001
- 2001-02-01 JP JP2001025264A patent/JP3473845B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2002227169A (en) | 2002-08-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20030198520A1 (en) | Conduit retainer apparatus | |
| US5542785A (en) | Rebar cage wheel spacer centralizer system for drilled shafts | |
| US20080302035A1 (en) | Internal Fixer For Anchor Having Releasable Tensioning Steel Wire | |
| JP3473845B2 (en) | Construction surface lining block | |
| KR100463269B1 (en) | Disjointable fixing apparatus of tension material and Removal method of tension material | |
| JP3768213B2 (en) | Construction surface lining block | |
| JP3495003B2 (en) | Construction surface lining block | |
| US3242623A (en) | Ground anchoring system | |
| US3918129A (en) | Plastic tying band | |
| JP3768214B2 (en) | Construction surface lining block | |
| KR100403280B1 (en) | Removable earth-anchor having a coil spring | |
| KR200222455Y1 (en) | Removable earth-anchor having a coil spring | |
| JP3050437B2 (en) | Underground cavity inner wall holding method | |
| JPS5949971B2 (en) | Slope protection method | |
| JP2663599B2 (en) | Perforated pipe for liquefaction countermeasures and method of manufacturing the same | |
| JP2008291465A (en) | Anchor and method of driving anchor | |
| JP3808554B2 (en) | Pile spacer | |
| JPH1150454A (en) | Anchor member | |
| JPS5813900A (en) | Anchor apparatus for barrier net | |
| JP4789783B2 (en) | Anchor and anchor construction method | |
| KR100482536B1 (en) | Stone Retaining Wall Structure and Constructing Method thereof | |
| JP3232391B2 (en) | Embankment structure | |
| JP2004003369A (en) | Construction surface lining work block | |
| JPS583864Y2 (en) | Synthetic resin net connector | |
| JP3303103B2 (en) | Stone anchor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20070919 Year of fee payment: 4 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080919 Year of fee payment: 5 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090919 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100919 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100919 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110919 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110919 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120919 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130919 Year of fee payment: 10 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |