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JP4229253B2 - Lock bolt reinforcement method - Google Patents
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JP4229253B2 - Lock bolt reinforcement method - Google Patents

Lock bolt reinforcement method Download PDF

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Publication number
JP4229253B2
JP4229253B2 JP35440399A JP35440399A JP4229253B2 JP 4229253 B2 JP4229253 B2 JP 4229253B2 JP 35440399 A JP35440399 A JP 35440399A JP 35440399 A JP35440399 A JP 35440399A JP 4229253 B2 JP4229253 B2 JP 4229253B2
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Japan
Prior art keywords
washer
lock bolt
elastic ring
bolt
mortar
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JP35440399A
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Japanese (ja)
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JP2001172965A (en
Inventor
和夫 木内
信博 荒木
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岡部株式会社
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Description

【0001】
【発明の属する技術分野】
この発明は、例えば法面安定工法等に用いられるロックボルトの補強方法に関する。
【0002】
【従来の技術】
法面安定工法等に用いられるロックボルトの補強方法として、出願人は先に特開平11−36298号を提案した。このものは、地山に削孔した孔に挿入されたロックボルトと孔との間にグラウト材を充填し、ロックボルトには孔内の所定位置まで補強部材を設け、ロックボルトの地山から突出する先端部に引っ張り部材取付具の抜けを規制する押え治具を挿入し、引っ張り部材取付具にワイヤーロープを取り付けるものである。
【0003】
【発明が解決しようとする課題】
このようなロックボルトの補強では、ワイヤーロープが常に真横に張られる状態であれば問題は無いが、地山には不陸があり必ずしもロックボルトの挿入方向とワイヤーロープの向きが真横とはならないので、引っ張り部材取付具のうちUボルトが曲げられて取り付けられることもあり、Uボルトは引張荷重では十分な耐力を有するが、曲げ引張となると耐力が減少し、太いもの若しくは強い材料を使用するなどのロックボルトと同じ問題が生じていた。
【0004】
また、地山と座金の下部とに空間があると、補強パイプ付きロックボルトであっても、補強パイプとともにロックボルトが曲げ変形し、剪断耐力と比較して、著しく強度低下が認められるので、座金の下部にモルタルを充填して補強するが、グラウト材により補強パイプとともに座金も固定されてしまうので、座金下部のモルタルの充填に問題があった。
【0005】
この発明は、かかる点に鑑みてなされたもので、前記問題点を克服し、かつ簡易的にロックボルトを補強することができるロックボルトの補強方法を提供することを目的とする。
【0006】
【課題を解決するための手段】
前記課題を解決し、かつ目的を達成するために、この発明は、以下のように構成した。
【0007】
請求項1に記載の発明は、
『地山を削孔してグラウト材を充填し、
前記グラウト材が充填された削孔にロックボルトを挿入し、
前記ロックボルトの上部に座金を挿入し、この座金を前記削孔の周囲の地山表面に当接させ、
さらに弾性体リングを装着した補強パイプを前記ロックボルトの上部から挿入し、前記弾性体リングを前記座金に当接させ、
前記グラウト材が硬化した後、前記弾性体リングと前記座金を外し、前記地山のロックボルト孔口の周囲をモルタルで少なくとも前記座金の大きさの範囲を平らにし、
前記モルタルの上に再度前記座金と前記弾性体リングとを順に位置するように前記補強パイプに装着し、さらに前記弾性体リングの上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットし、
押さえ具を嵌め込み締付手段を前記ロックボルトの上部に縲着して締付固定したことを特徴とするロックボルトの補強方法。』である。
【0008】
この請求項1に記載の発明によれば、他穿孔のロックボルトを用いてグラウト材が硬化した後、補強パイプを保持する弾性体リングと座金を外し、地山のロックボルト孔口の周囲をモルタルで少なくとも座金の大きさの範囲を平らにし、このモルタルの上に再度座金が位置するように補強パイプに装着し、地山と座金との空間にモルタルを完全に充填できるようになったので、座金に加わる圧縮力を地山へ逃せられ、座金が地山より浮いた状態時の座金のみの耐力から、地山への圧縮応力の分散により座金の見掛けの耐力が向上した結果、ロックボルトの曲げ耐力が向上する。
【0009】
また、座金の上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットすることで、Uボルト取付金具の向きをワイヤーロープと直線上に配置でき、引張部材取付具には曲げ力が働かず、安定した耐力を保持することができる。
【0010】
請求項2に記載の発明は、
『地山をロックボルトにより削孔し、
前記ロックボルトの中央孔からグラウト材を充填し、
前記ロックボルトの上部に座金を挿入し、この座金を前記削孔の周囲の地山表面に当接させ、
さらに弾性体リングを装着した補強パイプを前記ロックボルトの上部から挿入し、前記弾性体リングを前記座金に当接させ、
前記グラウト材が硬化した後、前記弾性体リングと前記座金を外し、前記地山のロックボルト孔口の周囲をモルタルで少なくとも座金の大きさの範囲を平らにし、
前記モルタルの上に再度前記座金と前記弾性体リングとを順に位置するように前記補強パイプに装着し、さらに前記弾性体リングの上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットし、
押さえ具を嵌め込み締付手段を前記ロックボルトの上部に縲着して締付固定したことを特徴とするロックボルトの補強方法。』である。
【0011】
この請求項2に記載の発明によれば、自穿孔のロックボルトを用いてグラウト材が硬化した後、補強パイプを保持する弾性体リングと座金を外し、地山のロックボルト孔口の周囲をモルタルで少なくとも座金の大きさの範囲を平らにし、このモルタルの上に再度座金が位置するように補強パイプに装着し、地山と座金との空間にモルタルを完全に充填できるようになったので、座金に加わる圧縮力を地山へ逃せられ、座金が地山より浮いた状態時の座金のみの耐力から、地山への圧縮応力の分散により座金の見掛けの耐力が向上した結果、ロックボルトの曲げ耐力が向上する。
【0012】
また、座金の上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットすることで、Uボルト取付金具の向きをワイヤーロープと直線上に配置でき、引張部材取付具には曲げ力が働かず、安定した耐力を保持することができる。
【0013】
【発明の実施の形態】
以下、この発明のロックボルトの補強方法の実施の形態を図面に基づいて説明する。まず、他穿孔のロックボルトの補強方法の実施の形態を図1に示す。
【0014】
地山1を削孔2し、この削孔2にグラウト材3を充填する(図1(a))。このグラウト材3が充填された削孔2にロックボルト4を挿入する(図1(b))。座金5の上部に弾性体リング6を装着した補強パイプ7をロックボルト4の上部より挿入する(図1(c))。その後、グラウト材3の硬化を待ち、グラウト材3が硬化した後、補強パイプ7の上部から弾性体リング6と座金5を外し、地山1のロックボルト孔口1aの周囲をモルタル8で少なくとも座金5の大きさの範囲を平らにする(図1(d))。
【0015】
その後、モルタル8の上に再度座金5と弾性体リング6とを順に位置するように補強パイプ7に装着し、Uボルト取付金具9をワイヤーロープ方向に向きを合わせてセットし、押さえ具10を嵌め込み、締付手段11をロックボルト4の上部に螺合し締付固定する(図1(e))。これでロックボルト4の打設が完了し、互いのロックボルト4に引張部材取付具12を用いてワイヤーロープを張接してロックネットが完成する。
【0016】
図2はロックボルトの打設が完了したことを示す図、図3は補強パイプを示す図、図4は弾性体リングを示す図、図5は押さえ具を示す図である。
【0017】
ロックボルト4に挿入可能な補強パイプ7は、ロックボルト4より短く形成される。この補強パイプ7の上部に装着される弾性体リング6は、図3及び図4に示すように、内側にテーパ面6aを有し、このテーパ面6aにより小径部6bと大径部6cが形成されている。弾性体リング6は、ゴムリングで構成され、大径部6c側から補強パイプ7の上部に装着され、この装着時にテーパ面6aにより補強パイプ7の上端開口から円滑に小径部6bに挿入することができ、小径部6bは補強パイプ7の外周に圧着して所定位置に確実に保持される。
【0018】
従って、図1(c)の施工時に、補強パイプ7に弾性体リング6を容易に装着でき、しかも補強パイプ7に弾性体リング6を装着した状態で、補強パイプ7を確実に保持することができる。
【0019】
Uボルト取付金具9は、図5に示すように、挿通孔9a1を有する金具本体9aから一方向に延びる取付部9bが形成され、この取付部9bに取付孔9b1が形成されている。Uボルト取付金具9は、図1(e)に示すように施工時、挿通孔9a1を補強パイプ7に挿通して押さえ具10を嵌め込み、締付手段11により締付固定される。取付部9bの取付孔9b1には、引張部材取付具12が取り付けられ、引張部材取付具12にワイヤーロープを張接してロックネットが完成する。
【0020】
このように補強パイプ7の位置決めに弾性体リング6を用いて座金5を固定したので、グラウト材3による補強パイプ7の固定の後、座金5を外してからモルタル8によるロックボルト孔口1aの周囲の地山1を整形できるので、モルタル8の不完全充填の排除と作業性の向上を両立することができる。
【0021】
また、弾性体リング6の内側の形状は小径部6bにもう一方を大径部6cとしたテーパ面6aであり、もしくは内側の形状は球面状としてもよく、これにより補強パイプ7ヘの挿入時の力は小さい力で入るが、外す時には大きな力が必要となるので、補強パイプ7の所定位置までの取付が簡便にでき、さらに削孔2に埋め込まれているロックボルト4ヘの取付後の位置ずれが起きにくい締め付け力となっている。
【0022】
また、座金5とUボルト取付金具9の間に弾性体リング6を介したので、締付手段11のロックボルト用ナットの締め付けで弾性体リング6が撓み、締付手段11の弛み止めの作用も生じる。
【0023】
また、Uボルト取付金具9を用い、Uボルト取付金具9に引張部材取付具12を取り付けたから、地山1の不陸に拘らず、引張部材取付具12には曲げ力が働かず、安定した耐力を保持することができる。
【0024】
また、地山1と座金5との空間にモルタル8を完全に充填できるようになったので、座金5に加わる圧縮力を地山1へ逃すことができ、座金5が地山1より浮いた状態時の座金5のみの耐力から、地山1への圧縮応力の分散により座金5の見掛けの耐力が向上し、その結果、補強パイプ7を有するロックボルト4の曲げ耐力が向上する。
【0025】
次に、自穿孔のロックボルトの補強方法の実施の形態を図6に示す。
【0026】
自穿孔のロックボルト4の先端には穿孔爪4aが設けられ、このロックボルト4の穿孔爪4aにより地山1を削孔2する(図6(a))。この削孔2にロックボルト4の軸方向に形成された中央孔4bからグラウト材3を充填する(図6(b))。このロックボルト4の上部に座金5を挿入し、弾性体リング6を装着した補強パイプ7をロックボルト4の上部より挿入する(図6(c))。その後、グラウト材3の硬化を待ち、グラウト材3が硬化した後、補強パイプ7の上部から弾性体リング6と座金5を外し、地山1のロックボルト孔口1aの周囲をモルタル8で少なくとも座金5の大きさの範囲を平らにする(図6(d))。
【0027】
その後、モルタル8の上に再度座金5と弾性体リング6とを順に位置するように補強パイプ7に装着し、Uボルト取付金具9をワイヤーロープ方向に向きを合わせてセットし、押さえ具10を嵌め込み、締付手段11をロックボルト4の上部に螺合し締付固定する(図6(e))。これでロックボルト4の打設が完了し、互いのロックボルト4に引張部材取付具12を用いてワイヤーロープを張接してロックネットが完成する。
【0028】
【発明の効果】
前記したように、請求項1に記載の発明では、他穿孔のロックボルトを用いてグラウト材が硬化した後、補強パイプを保持する弾性体リングと座金を外し、地山のロックボルト孔口の周囲をモルタルで少なくとも座金の大きさの範囲を平らにし、このモルタルの上に再度座金が位置するように補強パイプに装着し、地山と座金との空間にモルタルを完全に充填できるようになったので、座金に加わる圧縮力を地山へ逃せられ、座金が地山より浮いた状態時の座金のみの耐力から、地山への圧縮応力の分散により座金の見掛けの耐力が向上した結果、ロックボルトの曲げ耐力が向上する。
【0029】
また、座金の上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットすることで、Uボルト取付金具の向きをワイヤーロープと直線上に配置でき、引張部材取付具には曲げ力が働かず、安定した耐力を保持することができる。
【0030】
請求項2に記載の発明では、自穿孔のロックボルトを用いてグラウト材が硬化した後、補強パイプを保持する弾性体リングと座金を外し、地山のロックボルト孔口の周囲をモルタルで少なくとも座金の大きさの範囲を平らにし、このモルタルの上に再度座金が位置するように補強パイプに装着し、地山と座金との空間にモルタルを完全に充填できるようになったので、座金に加わる圧縮力を地山へ逃せられ、座金が地山より浮いた状態時の座金のみの耐力から、地山への圧縮応力の分散により座金の見掛けの耐力が向上した結果、ロックボルトの曲げ耐力が向上する。
【0031】
また、座金の上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットすることで、Uボルト取付金具の向きをワイヤーロープと直線上に配置でき、引張部材取付具には曲げ力が働かず、安定した耐力を保持することができる。
【図面の簡単な説明】
【図1】他穿孔のロックボルトの補強方法の実施の形態を示す図である。
【図2】ロックボルトの打設が完了したことを示す図である。
【図3】補強パイプを示す図である。
【図4】弾性体リングを示す図である。
【図5】押さえ具を示す図である。
【図6】自穿孔のロックボルトの補強方法の実施の形態を示す図である。
【符号の説明】
1 地山
2 削孔
3 グラウト材
4 ロックボルト
5 座金
6 弾性体リング
7 補強パイプ
8 モルタル
9 Uボルト取付金具
10 押さえ具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for reinforcing a lock bolt used in, for example, a slope stabilization method.
[0002]
[Prior art]
The applicant previously proposed Japanese Patent Application Laid-Open No. 11-36298 as a method for reinforcing a lock bolt used in a slope stabilization method or the like. This is filled with grout material between the lock bolt inserted into the hole drilled in the ground and the hole, and the lock bolt is provided with a reinforcing member up to a predetermined position in the hole. A holding jig for restricting the pulling-out of the pulling member attaching tool is inserted into the protruding tip, and the wire rope is attached to the pulling member attaching tool.
[0003]
[Problems to be solved by the invention]
In such reinforcement of the lock bolt, there is no problem as long as the wire rope is always stretched to the side, but there is unevenness in the natural ground, and the insertion direction of the lock bolt and the direction of the wire rope are not necessarily beside. Therefore, the U bolt may be bent and attached among the tension member fittings, and the U bolt has sufficient yield strength under tensile load, but the yield strength decreases when bending tension is applied, and a thick or strong material is used. The same problem with the lock bolts.
[0004]
Also, if there is a space between the ground and the lower part of the washer, even if it is a lock bolt with a reinforcement pipe, the lock bolt bends and deforms together with the reinforcement pipe, and a significant decrease in strength is recognized compared to the shear strength, Although the lower part of the washer is filled with mortar to reinforce, there is a problem in filling the mortar under the washer because the grout material fixes the washer together with the reinforcing pipe.
[0005]
This invention is made in view of this point, and it aims at providing the reinforcement method of the lock bolt which can overcome the said problem and can reinforce a lock bolt simply.
[0006]
[Means for Solving the Problems]
In order to solve the above problems and achieve the object, the present invention is configured as follows.
[0007]
The invention described in claim 1
“Drill the ground and fill it with grout,
Insert the lock bolt drilling of the grout material is filled,
Insert the washer on top of the lock bolt, abut the washer natural ground surface around the drilling,
Further, a reinforcing pipe fitted with an elastic ring is inserted from above the lock bolt, and the elastic ring is brought into contact with the washer,
After the grout has hardened, removing the said elastic ring washer around the rock bolt hole openings of the natural ground to flatten the size range of at least the washer with mortar,
Wherein again the washer onto the mortar and the elastic ring is attached to the reinforcing pipe to be positioned in order, the U-bolt mounting bracket sets orient the wire rope direction further on top of the elastic ring,
A method for reinforcing a lock bolt, wherein a presser is fitted and a fastening means is fastened to the upper portion of the lock bolt and fastened and fixed. ].
[0008]
According to the first aspect of the present invention, after the grout material is hardened using the other perforated lock bolt, the elastic ring and the washer for holding the reinforcing pipe are removed, and the periphery of the rock bolt hole hole in the natural mountain is removed. Since the mortar flattened at least the size of the washer, and it was attached to the reinforcement pipe so that the washer was positioned again on the mortar, and the space between the ground and the washer could be completely filled with mortar. Because the compressive force applied to the washer can be released to the ground, the apparent strength of the washer is improved due to the dispersion of the compressive stress on the ground from the strength of the washer only when the washer is floating above the ground. The bending strength of is improved.
[0009]
In addition, by setting the U bolt mounting bracket on the top of the washer so that the direction of the wire rope is aligned, the direction of the U bolt mounting bracket can be placed on a straight line with the wire rope, and bending force does not act on the tension member mounting bracket. , Can maintain stable proof stress.
[0010]
The invention described in claim 2
“Drilling the natural ground with rock bolts,
Filled with grout from the center hole of the lock bolt,
Insert the washer on top of the lock bolt, abut the washer natural ground surface around the drilling,
Further, a reinforcing pipe fitted with an elastic ring is inserted from above the lock bolt, and the elastic ring is brought into contact with the washer,
After the grout has hardened, removing the said elastic ring washer around the rock bolt hole openings of the natural ground to flatten the size range of at least washer with mortar,
Wherein again the washer onto the mortar and the elastic ring is attached to the reinforcing pipe to be positioned in order, the U-bolt mounting bracket sets orient the wire rope direction further on top of the elastic ring,
A method for reinforcing a lock bolt, wherein a presser is fitted and a fastening means is fastened to the upper portion of the lock bolt and fastened and fixed. ].
[0011]
According to the second aspect of the present invention, after the grout material is hardened using the self-drilling lock bolt, the elastic body ring and the washer for holding the reinforcing pipe are removed, and the periphery of the rock bolt hole hole in the natural ground is removed. Since the mortar flattened at least the size of the washer, and it was attached to the reinforcement pipe so that the washer was positioned again on the mortar, and the space between the ground and the washer could be completely filled with mortar. Because the compressive force applied to the washer can be released to the ground, the apparent strength of the washer is improved due to the dispersion of the compressive stress on the ground from the strength of the washer only when the washer is floating above the ground. The bending strength of is improved.
[0012]
In addition, by setting the U bolt mounting bracket on the top of the washer so that the direction of the wire rope is aligned, the direction of the U bolt mounting bracket can be placed on a straight line with the wire rope, and bending force does not act on the tension member mounting bracket. , Can maintain stable proof stress.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of a method for reinforcing a lock bolt according to the present invention will be described below with reference to the drawings. First, FIG. 1 shows an embodiment of a method for reinforcing other perforated lock bolts.
[0014]
The natural ground 1 is drilled 2 and the grout 3 is filled in the drilled hole 2 (FIG. 1A). A lock bolt 4 is inserted into the hole 2 filled with the grout material 3 (FIG. 1B). A reinforcing pipe 7 having an elastic ring 6 attached to the upper part of the washer 5 is inserted from the upper part of the lock bolt 4 (FIG. 1 (c)). Then, after waiting for the grout material 3 to harden, the elastic ring 6 and the washer 5 are removed from the upper part of the reinforcing pipe 7, and at least the periphery of the rock bolt hole 1 a of the natural ground 1 is mortar 8. The range of the size of the washer 5 is flattened (FIG. 1 (d)).
[0015]
After that, the washer 5 and the elastic ring 6 are again mounted on the mortar 8 so that the washer 5 and the elastic ring 6 are positioned in this order, and the U-bolt fitting 9 is set in the direction of the wire rope. The fitting means 11 is screwed into the upper part of the lock bolt 4 and fastened and fixed (FIG. 1 (e)). Now, the placement of the lock bolt 4 is completed, and the lock net is completed by tensioning the wire rope to each other lock bolt 4 using the tension member attachment 12.
[0016]
FIG. 2 is a view showing completion of driving of the lock bolt, FIG. 3 is a view showing a reinforcing pipe, FIG. 4 is a view showing an elastic ring, and FIG. 5 is a view showing a presser.
[0017]
The reinforcing pipe 7 that can be inserted into the lock bolt 4 is formed shorter than the lock bolt 4. As shown in FIGS. 3 and 4, the elastic ring 6 attached to the upper portion of the reinforcing pipe 7 has a tapered surface 6a on the inner side, and the tapered surface 6a forms a small diameter portion 6b and a large diameter portion 6c. Has been. The elastic ring 6 is composed of a rubber ring, and is attached to the upper portion of the reinforcing pipe 7 from the large diameter portion 6c side, and is smoothly inserted into the small diameter portion 6b from the upper end opening of the reinforcing pipe 7 by the tapered surface 6a at the time of attachment. The small diameter portion 6b is pressed against the outer periphery of the reinforcing pipe 7 and is securely held at a predetermined position.
[0018]
Therefore, at the time of construction shown in FIG. 1C, the elastic ring 6 can be easily attached to the reinforcing pipe 7, and the reinforcing pipe 7 can be securely held in a state where the elastic ring 6 is attached to the reinforcing pipe 7. it can.
[0019]
As shown in FIG. 5, the U-bolt mounting bracket 9 is formed with a mounting portion 9b extending in one direction from a bracket main body 9a having an insertion hole 9a1, and the mounting portion 9b is formed with a mounting hole 9b1. As shown in FIG. 1 (e), the U-bolt mounting bracket 9 is fastened and fixed by the tightening means 11 by inserting the insertion hole 9 a 1 through the reinforcing pipe 7 and fitting the presser 10 during construction. A tension member attachment 12 is attached to the attachment hole 9b1 of the attachment portion 9b, and a wire rope is tensioned to the tension member attachment 12 to complete the lock net.
[0020]
Since the washer 5 is fixed using the elastic ring 6 for positioning the reinforcing pipe 7 in this way, after the fixing pipe 7 is fixed by the grout material 3, the washer 5 is removed and then the lock bolt hole 1 a of the mortar 8 is formed. Since the surrounding natural ground 1 can be shaped, both elimination of incomplete filling of the mortar 8 and improvement of workability can be achieved.
[0021]
Further, the inner shape of the elastic ring 6 is a tapered surface 6a having a small diameter portion 6b and the other large diameter portion 6c, or the inner shape may be a spherical shape, so that when inserted into the reinforcing pipe 7 However, since a large force is required when removing, the reinforcement pipe 7 can be easily attached to a predetermined position, and after the attachment to the lock bolt 4 embedded in the drilling hole 2. The tightening force is less likely to cause displacement.
[0022]
Further, since the elastic ring 6 is interposed between the washer 5 and the U-bolt mounting bracket 9, the elastic ring 6 is bent by tightening the lock bolt nut of the tightening means 11, and the tightening means 11 acts to prevent loosening. Also occurs.
[0023]
Further, since the U-bolt mounting bracket 9 is used and the tension member mounting bracket 12 is mounted on the U-bolt mounting bracket 9, the bending force does not act on the tension member mounting bracket 12 regardless of the unevenness of the ground 1 and is stable. Yield strength can be maintained.
[0024]
Also, since the mortar 8 can be completely filled in the space between the natural ground 1 and the washer 5, the compressive force applied to the washer 5 can be released to the natural ground 1, and the washer 5 floats from the natural ground 1. The apparent strength of the washer 5 is improved by the dispersion of the compressive stress to the natural ground 1 from the yield strength of the washer 5 only in the state, and as a result, the bending strength of the lock bolt 4 having the reinforcing pipe 7 is improved.
[0025]
Next, FIG. 6 shows an embodiment of a method for reinforcing a self-drilling lock bolt.
[0026]
A perforation claw 4a is provided at the tip of the self-drilling lock bolt 4, and the ground 1 is drilled 2 by the perforation claw 4a of the lock bolt 4 (FIG. 6A). The grout material 3 is filled into the hole 2 from the central hole 4b formed in the axial direction of the lock bolt 4 (FIG. 6B). A washer 5 is inserted into the upper part of the lock bolt 4, and a reinforcing pipe 7 fitted with an elastic ring 6 is inserted from the upper part of the lock bolt 4 (FIG. 6C). Then, after waiting for the grout material 3 to harden, the elastic ring 6 and the washer 5 are removed from the upper part of the reinforcing pipe 7, and at least the periphery of the rock bolt hole 1 a of the natural ground 1 is mortar 8. The range of the size of the washer 5 is flattened (FIG. 6D).
[0027]
After that, the washer 5 and the elastic ring 6 are again mounted on the mortar 8 so that the washer 5 and the elastic ring 6 are positioned in this order, and the U-bolt fitting 9 is set in the direction of the wire rope. The fastening means 11 is screwed onto the upper portion of the lock bolt 4 and fastened and fixed (FIG. 6 (e)). Now, the placement of the lock bolt 4 is completed, and the lock net is completed by tensioning the wire rope to each other lock bolt 4 using the tension member attachment 12.
[0028]
【The invention's effect】
As described above, in the invention according to the first aspect, after the grout material is hardened by using another perforated lock bolt, the elastic ring and the washer for holding the reinforcing pipe are removed, and the rock bolt hole hole of the natural ground is removed. Flatten at least the washer size range with a mortar around it, and attach it to the reinforcement pipe so that the washer is positioned again on this mortar, so that the space between the ground and the washer can be completely filled with mortar As a result, the compressive force applied to the washer was released to the ground, and the apparent strength of the washer was improved by the dispersion of the compressive stress on the ground from the strength of the washer only when the washer floated from the ground. The bending strength of the lock bolt is improved.
[0029]
In addition, by setting the U bolt mounting bracket on the top of the washer so that the direction of the wire rope is aligned, the direction of the U bolt mounting bracket can be placed on a straight line with the wire rope, and bending force does not act on the tension member mounting bracket. , Can maintain stable proof stress.
[0030]
In the invention according to claim 2, after the grout material is hardened using the self-drilling lock bolt, the elastic body ring and the washer for holding the reinforcing pipe are removed, and at least the periphery of the rock bolt hole hole of the natural mountain is mortar. The size range of the washer was flattened, and it was attached to the reinforcement pipe so that the washer was positioned again on this mortar, so that the space between the ground and the washer could be completely filled with mortar. As a result of increasing the apparent strength of the washer by dispersing the compressive stress on the ground from the strength of the washer only when the compressive force applied is released to the ground and the washer is floating above the ground, the bending strength of the lock bolt Will improve.
[0031]
In addition, by setting the U bolt mounting bracket on the top of the washer so that the direction of the wire rope is aligned, the direction of the U bolt mounting bracket can be placed on a straight line with the wire rope, and bending force does not act on the tension member mounting bracket. , Can maintain stable proof stress.
[Brief description of the drawings]
FIG. 1 is a diagram showing an embodiment of a method for reinforcing a lock bolt with another hole.
FIG. 2 is a diagram showing that the placement of the lock bolt has been completed.
FIG. 3 is a view showing a reinforcing pipe.
FIG. 4 is a diagram showing an elastic ring.
FIG. 5 is a view showing a pressing tool.
FIG. 6 is a view showing an embodiment of a method for reinforcing a self-drilling lock bolt.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Ground mountain 2 Drilling hole 3 Grout material 4 Rock bolt 5 Washer 6 Elastic body ring 7 Reinforcement pipe 8 Mortar 9 U bolt mounting bracket 10 Presser

Claims (2)

地山を削孔してグラウト材を充填し、
前記グラウト材が充填された削孔にロックボルトを挿入し、
前記ロックボルトの上部に座金を挿入し、この座金を前記削孔の周囲の地山表面に当接させ、
さらに弾性体リングを装着した補強パイプを前記ロックボルトの上部から挿入し、前記弾性体リングを前記座金に当接させ、
前記グラウト材が硬化した後、前記弾性体リングと前記座金を外し、前記地山のロックボルト孔口の周囲をモルタルで少なくとも前記座金の大きさの範囲を平らにし、
前記モルタルの上に再度前記座金と前記弾性体リングとを順に位置するように前記補強パイプに装着し、さらに前記弾性体リングの上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットし、
押さえ具を嵌め込み締付手段を前記ロックボルトの上部に縲着して締付固定したことを特徴とするロックボルトの補強方法。
Drill the ground and fill it with grout material,
Insert the lock bolt drilling of the grout material is filled,
Insert the washer on top of the lock bolt, abut the washer natural ground surface around the drilling,
Further, a reinforcing pipe fitted with an elastic ring is inserted from above the lock bolt, and the elastic ring is brought into contact with the washer,
After the grout has hardened, removing the said elastic ring washer around the rock bolt hole openings of the natural ground to flatten the size range of at least the washer with mortar,
Wherein again the washer onto the mortar and the elastic ring is attached to the reinforcing pipe to be positioned in order, the U-bolt mounting bracket sets orient the wire rope direction further on top of the elastic ring,
A method for reinforcing a lock bolt, wherein a presser is fitted and a fastening means is fastened to the upper portion of the lock bolt and fastened and fixed.
地山をロックボルトにより削孔し、
前記ロックボルトの中央孔からグラウト材を充填し、
前記ロックボルトの上部に座金を挿入し、この座金を前記削孔の周囲の地山表面に当接させ、
さらに弾性体リングを装着した補強パイプを前記ロックボルトの上部から挿入し、前記弾性体リングを前記座金に当接させ、
前記グラウト材が硬化した後、前記弾性体リングと前記座金を外し、前記地山のロックボルト孔口の周囲をモルタルで少なくとも座金の大きさの範囲を平らにし、
前記モルタルの上に再度前記座金と前記弾性体リングとを順に位置するように前記補強パイプに装着し、さらに前記弾性体リングの上部にUボルト取付金具をワイヤーロープ方向に向きを合わせセットし、
押さえ具を嵌め込み締付手段を前記ロックボルトの上部に縲着して締付固定したことを特徴とするロックボルトの補強方法。
Drill a natural mountain with a lock bolt,
Filled with grout from the center hole of the lock bolt,
Insert the washer on top of the lock bolt, abut the washer natural ground surface around the drilling,
Further, a reinforcing pipe fitted with an elastic ring is inserted from above the lock bolt, and the elastic ring is brought into contact with the washer,
After the grout has hardened, removing the said elastic ring washer around the rock bolt hole openings of the natural ground to flatten the size range of at least washer with mortar,
Wherein again the washer onto the mortar and the elastic ring is attached to the reinforcing pipe to be positioned in order, the U-bolt mounting bracket sets orient the wire rope direction further on top of the elastic ring,
A method for reinforcing a lock bolt, wherein a presser is fitted and a fastening means is fastened to the upper portion of the lock bolt and fastened and fixed.
JP35440399A 1999-12-14 1999-12-14 Lock bolt reinforcement method Expired - Fee Related JP4229253B2 (en)

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Application Number Priority Date Filing Date Title
JP35440399A JP4229253B2 (en) 1999-12-14 1999-12-14 Lock bolt reinforcement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35440399A JP4229253B2 (en) 1999-12-14 1999-12-14 Lock bolt reinforcement method

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JP4229253B2 true JP4229253B2 (en) 2009-02-25

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JP5542529B2 (en) * 2009-06-03 2014-07-09 東京製綱株式会社 Hybrid anchor and anchor method

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