JP2013011142A - Structure of end fixing anchor - Google Patents

Structure of end fixing anchor Download PDF

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JP2013011142A
JP2013011142A JP2011145802A JP2011145802A JP2013011142A JP 2013011142 A JP2013011142 A JP 2013011142A JP 2011145802 A JP2011145802 A JP 2011145802A JP 2011145802 A JP2011145802 A JP 2011145802A JP 2013011142 A JP2013011142 A JP 2013011142A
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anchor
filler
fixing
base material
tip
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JP5763987B2 (en
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Yudai Suzuki
雄大 鈴木
Kaoru Kobayashi
薫 小林
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East Japan Railway Co
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East Japan Railway Co
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Abstract

PROBLEM TO BE SOLVED: To provide a structure of an end fixing anchor having high ductility while maintaining a fixing force.SOLUTION: An anchor bar (11) which has an end fixing part comprising a fixing plate part and a taper part having a cross-sectional area gradually increased downward, is embedded in a hole drilled in a depth direction from a surface of a structure base material, and the hole is filled with a filler. A side surface of the anchor bar and the filler are separated from each other to prevent the action of an adhesive force, and a predetermined spacing (11c) is provided between a lower end of the filler and the fixing plate part of the end fixing part.

Description

本発明は高強度で高靱性の先端定着アンカーの構造に関する。   The present invention relates to the structure of a high-strength, high-toughness anchor anchor.

図８は従来の接着系アンカー構造を説明する図で、図８（ａ）は鉄筋曲げ定着構造、図８（ｂ）はあと施工アンカー定着構造を説明する図である。
鉄筋曲げ定着構造の場合、鉄筋コンクリート構造物等の母材１中に先端部分を上方へ折り曲げた鉄筋２を埋め込み、軸力が作用したとき、鉄筋と母材との付着、先端曲げ部分の引き抜き抵抗により定着力が確保される。
あと施工アンカー定着構造の場合、鉄筋コンクリート構造物等の母材１の削孔部３に鉄筋４を施工してモルタルや樹脂等の固化材料（充填材）５を充填して定着し、鉄筋と充填剤、母材との付着により定着力が確保される。
これらの接着系アンカーでは鉄筋と母材とを完全に一体化させているため、鉄筋に持続的に軸力が作用すると母材にコーン破壊力が作用し、それが構造物上端部にまで及ぶと、上端部から順次破壊が生じて定着長が短くなってしまい、特に、コンクリート強度が弱い場合や、鉄筋の差し込み深さが十分にとれない場合は、定着力が確保できなくなってしまう。 8A and 8B are diagrams for explaining a conventional adhesive anchor structure. FIG. 8A is a diagram for explaining a reinforcing bar bending fixing structure, and FIG.
In the case of a reinforcing bar bend fixing structure, a reinforcing bar 2 with its tip bent upward is embedded in the base material 1 such as a reinforced concrete structure, and when an axial force is applied, the reinforcing bar and the base material are attached, and the bending resistance of the tip bending part is pulled out. As a result, fixing power is secured.
In the case of a post-installed anchor fixing structure, a reinforcing bar 4 is applied to the drilled portion 3 of the base material 1 such as a reinforced concrete structure, and solidified material (filler) 5 such as mortar or resin is fixed and fixed. Fixing power is secured by adhesion to the agent and the base material.
In these adhesive anchors, the reinforcing bar and the base material are completely integrated, so if axial force acts on the reinforcing bar continuously, cone breaking force acts on the base material, which extends to the upper end of the structure. In this case, the fixing length is shortened due to sequential breakage from the upper end, and particularly when the concrete strength is weak or the insertion depth of the reinforcing bars cannot be sufficiently obtained, the fixing force cannot be secured.

また、本出願人は接着系アンカーの改良構造を既に提案しており、これについて図９により概略説明する。
コンクリート構造物１に、深さ方向に孔径が徐々に増大するように削孔してアンカー筋７を挿入する。アンカー筋７の先端には幅広の定着板７ａを溶接やボルト等で取り付けてある。削孔した孔にモルタルや樹脂等の固化材料（充填材）５を充填し、このとき充填材５とアンカー筋７の側面との間は付着力が作用しないように、隙間を形成したり、シース管やビニールホース等でアンカー筋を被覆して縁切り部６とし（付着を切る）、先端の定着板７ａの端部は充填材５の中に埋没させて先端定着部を形成し、アンカーの定着力を先端定着部に負担させる。アンカー筋の側面と充填材とは付着していないため、アンカー筋に引き抜き力が作用してもアンカー筋側面から充填材、母材に力が伝わらず上端部にコーン破壊は生ぜず、引き抜き力が作用したとき先端部の定着板が充填材を押し上げ、充填材に楔効果が作用して充填材やアンカー筋が抜け出すことはなく、充填材はコンクリートから拘束力を受けて充填材の破壊強度が大きくなり、また、充填材を押し上げる力が周囲のコンクリートに伝わり、コンクリートも力を分担することになって十分な定着力を確保することができる。 Further, the present applicant has already proposed an improved structure of the adhesive anchor, and this will be outlined with reference to FIG.
The concrete structure 1 is drilled so that the hole diameter gradually increases in the depth direction, and the anchor bars 7 are inserted. A wide fixing plate 7a is attached to the tip of the anchor bar 7 by welding or bolts. A solidified material (filler) 5 such as mortar or resin is filled in the drilled hole, and a gap is formed between the filler 5 and the side surface of the anchor bar 7 so that no adhesive force acts on the hole, The anchor muscle is covered with a sheath tube or a vinyl hose to form the edge cut portion 6 (cut off the adhesion), and the end of the fixing plate 7a at the tip is buried in the filler 5 to form the tip fixing portion. The fixing force is applied to the tip fixing unit. Since the anchor bar side and the filler are not attached, even if a pulling force acts on the anchor bar, the force is not transmitted from the anchor bar side to the filler and base material, and the cone break does not occur at the upper end, and the pulling force The fixing plate at the tip pushes up the filler when it acts, and the filler effect does not come out due to the wedge effect acting on the filler, and the filler receives the restraining force from the concrete and the fracture strength of the filler In addition, the force that pushes up the filler is transmitted to the surrounding concrete, and the concrete also shares the force, so that a sufficient fixing force can be secured.

上記した接着系アンカー、改良した接着系アンカーのいずれもその定着部は、鉄筋と母材とを完全に一体化させ、鉄筋強度に達するまで定着部が破壊しない設計となっている。すなわち、アンカー筋と母材の定着力を大きくして、アンカー筋が破断するまで母材が破壊しないように設計する必要があり、アンカー筋強度よりも母材強度が大きいことが必要である。母材強度が小さい場合や、定着長が十分確保できない場合は、母材強度に達した時点で脆性破壊する虞がある。   In both the above-described adhesive anchor and the improved adhesive anchor, the fixing portion is designed such that the reinforcing bar and the base material are completely integrated so that the fixing portion does not break until the reinforcing bar strength is reached. That is, it is necessary to increase the anchoring force between the anchor bar and the base material so that the base material does not break until the anchor bar breaks, and it is necessary that the base material strength is greater than the anchor bar strength. When the base material strength is low or the fixing length cannot be secured sufficiently, there is a risk of brittle fracture when the base material strength is reached.

本発明は上記課題を解決しようとするもので、定着部の変形性能を高め、定着力を維持したまま高い靱性を有する先端定着アンカーの構造を提供することを目的とする。
本発明は、構造物母材の表面から深さ方向に削孔した孔に、下方へ向かって漸次断面積が増大するテーパー部と定着板部からなる先端定着部を有するアンカー筋を埋め込んで充填材を充填するとともに、アンカー筋側面と充填材との間を付着力が作用しないように縁切りし、充填材下端部と先端定着部の定着板部との間に所定の間隔を設けたことを特徴とする。
また、本発明は、構造物母材の表面から深さ方向に削孔した孔に、下方へ向かって漸次断面積が増大するテーパー部からなる先端定着部を有するアンカー筋を埋め込んで充填材を充填するとともに、アンカー筋側面と充填材との間を付着力が作用しないように縁切りし、アンカー筋を包囲するように充填材中にスパイラル筋を配したことを特徴とする。
また、本発明は、アンカー筋周囲に充填材の充填部を複数区域に仕切る仕切り板を配置したことを特徴とする。 SUMMARY OF THE INVENTION An object of the present invention is to provide a structure of a tip anchor having high toughness while improving the deformation performance of a fixing portion and maintaining the fixing force.
The present invention fills a hole drilled in a depth direction from the surface of a structure base material by embedding an anchor bar having a tip fixing portion composed of a taper portion and a fixing plate portion that gradually increase in cross-sectional area downward. In addition to filling the material, the edge between the anchor bar side surface and the filler is cut so that no adhesive force acts, and a predetermined interval is provided between the lower end of the filler and the fixing plate portion of the tip fixing portion. Features.
Further, according to the present invention, the filler material is embedded by embedding an anchor bar having a tip fixing portion composed of a tapered portion that gradually increases in a downward direction in a hole drilled in a depth direction from the surface of the structure base material. In addition to filling, the edge is cut between the side of the anchor bar and the filler so that no adhesive force acts, and spiral bars are arranged in the filler so as to surround the anchor bar.
In addition, the present invention is characterized in that a partition plate for partitioning the filling portion of the filler into a plurality of areas is arranged around the anchor bar.

本発明は、充填材との付着を切ったアンカー筋の先端定着部がテーパー部を有し、地震時など大きな力が作用した場合、テーパー部が充填材中に貫入して充填材と母材との摩擦力を増大させ、従来工法以上のエネルギ吸収能を持たせることができる。この場合、テーパー部下端に定着板を使用することにより、また、テーパー部とアンカー筋を包囲するスパイラル筋の併用により、テーパー部の充填材中への過大な貫入を防いで充填材の割裂を防止でき、テーパー部の充填材への貫入量を制御することで、充填材と母材との摩擦力、即ち定着力を制御することができる。また、充填材と母材との摩擦力より大きい力が作用した場合には、先端定着部が充填部材と共に母材に対して動き、母材強度が小さい場合でも母材を破壊することなく定着を確保することができる。   In the present invention, when the anchor anchor tip that has cut off the adhesion to the filler has a tapered portion and a large force is applied, such as during an earthquake, the tapered portion penetrates into the filler and the filler and the base material. Thus, it is possible to increase the energy absorption capacity of the conventional method. In this case, by using a fixing plate at the lower end of the taper part, and by using a spiral line that surrounds the taper part and the anchor bar, it prevents excessive penetration of the taper part into the filler and splits the filler. By controlling the amount of penetration of the tapered portion into the filler, the frictional force between the filler and the base material, that is, the fixing force can be controlled. In addition, when a force greater than the frictional force between the filler and the base material is applied, the tip fixing part moves relative to the base material together with the filler, and the base material is fixed without breaking even if the base material strength is low. Can be secured.

先端定着アンカー構造の例を説明する図である。It is a figure explaining the example of a front-end anchoring anchor structure. 図１の先端定着アンカー構造の定着機構を説明する図である。It is a figure explaining the fixing mechanism of the front-end | tip fixing anchor structure of FIG. 先端定着アンカー構造の他の例を説明する図である。It is a figure explaining other examples of a tip fixation anchor structure. 図３の先端定着アンカー構造の定着機構を説明する図である。It is a figure explaining the fixing mechanism of the front-end | tip fixing anchor structure of FIG. 充填部の仕切り板を説明する図である。It is a figure explaining the partition plate of a filling part. 仕切り板を用いた先端定着アンカー構造の例を説明する図である。It is a figure explaining the example of the front-end | tip fixing anchor structure using a partition plate. 仕切り板を用いた先端定着アンカー構造の他の例を説明する図である。It is a figure explaining the other example of the front-end | tip fixing anchor structure using a partition plate. 従来の接着系アンカー構造を説明する図である。It is a figure explaining the conventional adhesion type anchor structure. 従来の接着系アンカーの改良構造を説明する図である。It is a figure explaining the improvement structure of the conventional adhesion type anchor.

以下、本実施形態について説明する。
図１は本発明の先端定着アンカー構造の一例を説明する図で、コンクリート構造物等の母材１に削孔した孔に断面形状が円形、矩形等のアンカー筋１１を配置する。アンカー筋１１は棒状体の先端部に下方へ向かって断面積が漸次増大するテーパー部１１ａと、これよりさらに断面積が大きい定着板部１１ｂを有していて、テーパー部１１ａと定着板部１１ｂとで先端定着部を構成している。アンカー筋１１の周囲は、モルタルや樹脂等の固化材料（充填材）を充填した充填部１２であり、このとき充填材と母材との間は密着しているが、充填部１２とアンカー筋１１の側面とは隙間を形成したり、シース管やビニールホース等でアンカー筋を被覆することで縁切りして付着力が作用しないようにし（付着を切る）、充填部１２の下端部とアンカー筋１１の定着板部１１ｂとの間に所定の間隔１１ｃを持たせる。このような構造とすることで、アンカー筋１１に引っ張り力が作用すると、アンカー筋と充填部とは付着していないため定着板部１１ｂが充填部１２の下端部に当たるまでテーパー部１１ａは充填部１２へ貫入してテーパー部１１ａから充填部１２へ支圧力が作用し、その結果、充填部１２と母材１との摩擦力が増大し、地震時などにおいて従来工法以上のエネルギー吸収能を増大させることができる。このように定着板部１１ｂが充填部１２の下端部に当たるまでテーパー部１１ａは充填部１２へ貫入し、間隔１１ｃはテーパー部１１ａの充填部への貫入代となり、定着板部１１ｂが充填部１２に接触することでテーパー部１１ａの過大な貫入によって生じる充填部１２の割裂が防止され、間隔１１ｃの大きさにより破壊荷重を制御することができる。このように、テーパー部と定着板部を有する先端定着部の構造により充填部と母材との摩擦力、即ち定着力を制御できるので、定着長が短い場合でも先端定着機構を実現することが可能である。充填部１２と母材１との摩擦力より大きい力が作用した場合には、定着板部１１ｂが充填部１２を押し上げて共に母材に対して動くことにより、母材強度が小さい場合でも母材が破壊することなく定着を確保することができる。なお、間隔１１ｃは単に空間として形成してもよいが、つぶれ易い弾性体等を配置して形成するようにしてもよい。 Hereinafter, this embodiment will be described.
FIG. 1 is a view for explaining an example of a tip anchor structure according to the present invention. An anchor bar 11 having a circular or rectangular cross section is arranged in a hole cut in a base material 1 such as a concrete structure. The anchor bar 11 has a taper portion 11a whose cross-sectional area gradually increases downward at the tip of the rod-like body, and a fixing plate portion 11b having a larger cross-sectional area than this, and the taper portion 11a and the fixing plate portion 11b. And the tip fixing part. Around the anchor muscle 11 is a filling portion 12 filled with a solidifying material (filler) such as mortar or resin. At this time, the filler and the base material are in close contact with each other. 11 to form a gap or cover the anchor muscle with a sheath tube or a vinyl hose so that the adhesive force does not act (cut the adhesion), and the lower end of the filling portion 12 and the anchor muscle A predetermined distance 11c is provided between the 11 fixing plate portions 11b. With such a structure, when a tensile force acts on the anchor bar 11, the anchor bar and the filling part are not attached to each other, so that the taper part 11a remains in the filling part until the fixing plate part 11b hits the lower end part of the filling part 12. As a result, the frictional force between the filling portion 12 and the base material 1 increases, and the energy absorption capacity over the conventional method is increased in the event of an earthquake or the like. Can be made. Thus, the taper part 11a penetrates into the filling part 12 until the fixing plate part 11b hits the lower end part of the filling part 12, and the interval 11c becomes a penetration allowance to the filling part of the taper part 11a, and the fixing plate part 11b becomes the filling part 12. , The split of the filling portion 12 caused by excessive penetration of the tapered portion 11a is prevented, and the breaking load can be controlled by the size of the interval 11c. As described above, the frictional force between the filling portion and the base material, that is, the fixing force can be controlled by the structure of the tip fixing portion having the taper portion and the fixing plate portion, so that the tip fixing mechanism can be realized even when the fixing length is short. Is possible. When a force larger than the frictional force between the filling part 12 and the base material 1 is applied, the fixing plate part 11b pushes up the filling part 12 and moves together with the base material. Fixing can be ensured without breaking the material. In addition, although the space | interval 11c may be formed only as a space, you may make it form by arrange | positioning the elastic body etc. which are easy to be crushed.

次に、図２により図１の先端定着アンカー構造の定着機構を説明する。
図２（ａ）はアンカー筋１１に対して、特別の引き抜き力は作用せず、定着板部１１ｂと充填部１２との間は間隔が保持された状態を示しており、充填部１２と母材１との間は摩擦により相互に反対方向の力１３、１４が作用してバランスした状態にある。
図２（ｂ）はアンカー筋１１に矢印Ａで示す引き抜き力が作用し、定着板部１１ｂが充填部１２の下端部に当たるまでテーパー部１１ａは充填部１２へ貫入してテーパー部１１ａから充填部１２へ支圧力１６が作用し、充填部１２から母材への支圧力１７が増大し、両者間の摩擦力が増大する。結果として、先端定着部による充填部１２へ作用する押し上げ力１５に対して摩擦により生じた母材１中の反力１８がバランスして定着力として働く。なお、テーパー部１１ａから充填部１２への支圧力１６、充填部１２から母材への支圧力１７は定着板部１１ｂが充填部１２の下端部に当たるまで増大して充填部と母材との間の摩擦力も増大するが、これを越える押し上げ力１５が作用すると、先端定着部は充填部と共に母材に対して動き、そのため母材強度が小さい場合でも母材が破壊することなく定着が確保される。 Next, the fixing mechanism of the tip fixing anchor structure of FIG. 1 will be described with reference to FIG.
FIG. 2A shows a state in which a special pulling force does not act on the anchor bar 11 and a space is maintained between the fixing plate part 11b and the filling part 12, and the filling part 12 and the mother part are shown in FIG. Between the material 1, forces 13 and 14 in opposite directions act by friction and are in a balanced state.
In FIG. 2B, the pulling force indicated by the arrow A acts on the anchor bar 11, and the taper portion 11 a penetrates the filling portion 12 until the fixing plate portion 11 b hits the lower end portion of the filling portion 12. The support pressure 16 acts on 12 and the support pressure 17 from the filling part 12 to a base material increases, and the frictional force between both increases. As a result, the reaction force 18 in the base material 1 generated by friction is balanced against the push-up force 15 acting on the filling portion 12 by the front-end fixing portion, and works as a fixing force. The support pressure 16 from the taper portion 11a to the filling portion 12 and the support pressure 17 from the filling portion 12 to the base material increase until the fixing plate portion 11b hits the lower end portion of the filling portion 12 and increase between the filling portion and the base material. The frictional force increases, but if a pushing force 15 exceeding this is applied, the tip fixing part moves with respect to the base material together with the filling part, so even if the base material strength is low, fixing is ensured without breaking the base material. Is done.

図３は本発明の先端定着アンカー構造の他の例を説明する図で、基本的構成は図１の場合と同様であるが、先端定着部がテーパー部のみ有し、さらにアンカー筋を囲むようにスパイラル筋を配した点のみ相違している。
コンクリート構造物等の母材１に削孔した孔に配置されるアンカー筋１１は棒状体の先端部に下方へ向かって断面積が漸次増大するテーパー部１１ａからなる先端定着部を有している。アンカー筋２１の周囲はモルタルや樹脂等の固化材料（充填材）を充填した充填部１２であり、充填材と母材との間は密着しているが、充填部１２とアンカー筋１１の側面とは図１の場合と同様に縁切りする。さらに、アンカー筋を包囲するように充填材中にスパイラル筋２０を配しており、この場合スパイラル筋２０はテーパー部１１ａの少なくとも一部も包囲することが望ましい。このような構造とすることで、アンカー筋１１に引っ張り力が作用すると、アンカー筋と充填部とは付着していないためテーパー部１１ａは充填部１２へ貫入してテーパー部１１ａから充填部１２へ支圧力が作用し、その結果、充填部１２と母材１との摩擦力が増大し、地震時などにおいて従来工法以上の定着力を発揮させることができる。この場合、テーパー部１１ａの充填部１２への貫入量は、スパイラル筋２０の拘束力によって制御され、過大な貫入によって生ずる充填部の割裂が防止される。このように、テーパー部とスパイラル筋とにより充填部と母材との摩擦力、即ち定着力を制御できるので、定着長が短い場合でも先端定着機構を実現することが可能である。充填部１２と母材１との間の摩擦力より大きい力が作用した場合には、テーパー部２１ａが充填部１２を押し上げて共に母材に対して動くので、母材強度が小さい場合でも母材が破壊することなく定着を確保することができる。 FIG. 3 is a view for explaining another example of the tip fixing anchor structure of the present invention. The basic configuration is the same as that in FIG. 1, but the tip fixing portion has only a tapered portion and further surrounds the anchor line. The only difference is that the spiral streaks are arranged.
An anchor bar 11 arranged in a hole drilled in a base material 1 such as a concrete structure has a tip fixing portion composed of a taper portion 11a whose cross-sectional area gradually increases downward at the tip portion of the rod-like body. . Around the anchor bars 21 is a filling part 12 filled with a solidifying material (filler) such as mortar or resin, and the filler and the base material are in close contact with each other. Is cut in the same manner as in FIG. Further, the spiral muscle 20 is arranged in the filler so as to surround the anchor muscle. In this case, it is desirable that the spiral muscle 20 also surrounds at least a part of the tapered portion 11a. By adopting such a structure, when a tensile force acts on the anchor muscle 11, the anchor muscle and the filling portion are not attached to each other, so that the tapered portion 11a penetrates into the filling portion 12 and goes from the tapered portion 11a to the filling portion 12. As a result, the supporting force acts, and as a result, the frictional force between the filling portion 12 and the base material 1 increases, and a fixing force higher than that of the conventional method can be exhibited in an earthquake or the like. In this case, the amount of penetration of the tapered portion 11a into the filling portion 12 is controlled by the restraining force of the spiral muscle 20, and splitting of the filling portion caused by excessive penetration is prevented. As described above, since the frictional force between the filling portion and the base material, that is, the fixing force can be controlled by the taper portion and the spiral streak, the tip fixing mechanism can be realized even when the fixing length is short. When a force larger than the frictional force between the filling portion 12 and the base material 1 is applied, the taper portion 21a pushes up the filling portion 12 and moves with respect to the base material. Fixing can be ensured without breaking the material.

次に、図４により図３の先端定着アンカー構造の定着機構を説明する。
図４（ａ）はアンカー筋１１に対して、特別の引き抜き力は作用しない状態で、充填部１２と母材１との間は摩擦により相互に反対方向の力１３、１４が作用してバランスした状態にある。
図４（ｂ）はアンカー筋１１に矢印Ａで示す引き抜き力が作用し、テーパー部１１ａは充填部１２へ貫入してテーパー部１１ａから充填部１２へ支圧力１６が作用し、充填部１２から母材への支圧力１７が増大し、両者間の摩擦力が増大する。結果として、先端定着部による充填部１２の押し上げ力１５に対して摩擦により生じた母材１中の反力１８がバランスして定着力として働く。なお、テーパー部１１ａから充填部１２への支圧力１６、充填部１２から母材への支圧力１７はスパイラル筋２０による拘束力でテーパー部１１ａの貫入が止まるまで増大して充填部と母材との間の摩擦力も増大するが、これを越える押し上げ力１５が作用すると、先端定着部は充填部と共に動き、そのため母材強度が小さい場合でも母材が破壊することなく定着が確保される。 Next, the fixing mechanism of the tip fixing anchor structure of FIG. 3 will be described with reference to FIG.
FIG. 4A shows a state in which a special pull-out force does not act on the anchor muscle 11, and the forces 13 and 14 in opposite directions act on the balance between the filling portion 12 and the base material 1 due to friction. Is in a state.
In FIG. 4B, a pulling force indicated by an arrow A acts on the anchor muscle 11, the tapered portion 11a penetrates into the filling portion 12, and a support pressure 16 acts on the filling portion 12 from the tapered portion 11a. The support pressure 17 to the base material increases, and the frictional force between them increases. As a result, the reaction force 18 in the base material 1 generated by friction against the push-up force 15 of the filling portion 12 by the tip fixing portion balances and acts as a fixing force. The support pressure 16 from the taper portion 11a to the filling portion 12 and the support pressure 17 from the filling portion 12 to the base material are increased until the penetration of the taper portion 11a is stopped by the restraining force of the spiral muscle 20, and the filling portion and the base material are increased. However, if a push-up force 15 exceeding this is applied, the front fixing portion moves together with the filling portion, so that fixing is ensured without breaking the base material even when the base material strength is low.

次に、充填部を複数区域に仕切ることで、先端定着部のテーパー部からの支圧が作用し易くした例について図５〜図７により説明する。
図５は充填部を複数区域に仕切る矢羽（仕切り板）の例を説明する図、図６は先端定着部がテーパー部と定着板部からなるアンカー筋への適用例を示す図で、図６（ａ）は縦断面図、図６（ｂ）は横断面図、図７は先端定着部がテーパー部からなり、スパイラル筋を設けたアンカー筋への適用例を示す図で、図７（ａ）は縦断面図、図７（ｂ）は横断面図である。
図５に示すように、アンカー筋１１の周囲に放射状に複数枚（図では４枚）の矢羽３０を仕切り板として設け、充填部に挿入して複数の区域に分割する機能を持たせる。このように矢羽により充填部を分割することで、アンカー筋先端定着部のテーパー部からの支圧が各領域毎の充填材に作用するため、支圧がより作用し易くなる。なお、矢羽３０は区域に分割して充填材を区域内に保持できればよいので、薄い鋼板製等でよく、また、例えば、アンカー筋側面を充填部から縁切りするためのシース管やビニールホースに取り付けるようにしてもよい。
図６に示すように、先端定着部がテーパー部と定着板部からなるアンカー筋へ適用した場合、矢羽３０の下端と先端定着部の定着板部との間には所定の間隔を設けるようにして、図１、図２で説明したテーパー部の貫入代を設けるようにすることが望ましい。
図７に示すように、先端定着部がテーパー部からなり、周囲にスパイラル筋を配置したアンカー筋へ適用した場合は、矢羽３０の下端面はテーパー部に沿う形状でテーパー部との間は貫入代程度の間隔を開けることが望ましい。 Next, an example in which the support pressure from the taper portion of the front-end fixing portion is easily acted by partitioning the filling portion into a plurality of areas will be described with reference to FIGS.
FIG. 5 is a diagram for explaining an example of an arrow feather (partition plate) for partitioning the filling portion into a plurality of areas, and FIG. 6 is a diagram showing an application example to an anchor bar having a tip fixing portion composed of a tapered portion and a fixing plate portion. 6 (a) is a longitudinal sectional view, FIG. 6 (b) is a transverse sectional view, and FIG. 7 is a diagram showing an example of application to an anchor muscle having a tapered portion and a tip fixing portion, and FIG. a) is a longitudinal sectional view, and FIG. 7 (b) is a transverse sectional view.
As shown in FIG. 5, a plurality of (four in the figure) arrow blades 30 are provided radially around the anchor bar 11 as a partition plate, and have a function of being inserted into the filling portion and divided into a plurality of areas. By dividing the filling portion with the arrow blades in this way, the bearing pressure from the taper portion of the anchor muscle tip fixing portion acts on the filling material for each region, so that the bearing pressure is more likely to act. The arrow blade 30 may be made of a thin steel plate or the like as long as it can be divided into areas and hold the filler in the area. For example, a sheath tube or a vinyl hose for cutting the anchor muscle side surface from the filling portion may be used. You may make it attach.
As shown in FIG. 6, when the tip fixing portion is applied to an anchor line composed of a tapered portion and a fixing plate portion, a predetermined interval is provided between the lower end of the arrow blade 30 and the fixing plate portion of the tip fixing portion. Thus, it is desirable to provide the allowance for the tapered portion described with reference to FIGS.
As shown in FIG. 7, when the tip fixing portion is a tapered portion and applied to an anchor bar having a spiral line arranged around it, the lower end surface of the arrow blade 30 is shaped along the taper part and between the taper part. It is desirable to leave an interval of penetration allowance.

１…コンクリート構造物、１１…アンカー筋、１１ａ…テーパー部、１１ｂ…定着板部、１２…充填部、２０…スパイラル筋、３０…矢羽。   DESCRIPTION OF SYMBOLS 1 ... Concrete structure, 11 ... Anchor reinforcement, 11a ... Tapered part, 11b ... Fixing board part, 12 ... Filling part, 20 ... Spiral reinforcement, 30 ... Arrow feather.

Claims (3)

構造物母材の表面から深さ方向に削孔した孔に、下方へ向かって漸次断面積が増大するテーパー部と定着板部からなる先端定着部を有するアンカー筋を埋め込んで充填材を充填するとともに、アンカー筋側面と充填材との間を付着力が作用しないように縁切りし、充填材下端部と先端定着部の定着板部との間に所定の間隔を設けたことを特徴とする先端定着アンカーの構造。   A hole drilled in the depth direction from the surface of the structure base material is filled with a filler material by embedding an anchor bar having a tapered fixing portion and a fixing plate portion having a tapered cross-sectional area gradually increasing downward. In addition, the tip is characterized by cutting the edge between the side of the anchor bar and the filler so that no adhesive force acts, and providing a predetermined interval between the lower end of the filler and the fixing plate portion of the tip fixing portion. Anchor anchor structure. 構造物母材の表面から深さ方向に削孔した孔に、下方へ向かって漸次断面積が増大するテーパー部からなる先端定着部を有するアンカー筋を埋め込んで充填材を充填するとともに、アンカー筋側面と充填材との間を付着力が作用しないように縁切りし、アンカー筋を包囲するように充填材中にスパイラル筋を配したことを特徴とする先端定着アンカーの構造。   In the hole drilled in the depth direction from the surface of the structure base material, an anchor bar having a tip fixing portion composed of a taper portion whose cross-sectional area gradually increases downward is embedded to fill the filler, and the anchor bar A structure of a distal anchor, wherein a side wall and a filler are cut so that no adhesive force acts, and a spiral line is arranged in the filler so as to surround the anchor line. アンカー筋周囲に充填材の充填部を複数区域に仕切る仕切り板を配置したことを特徴する請求項１または２記載の先端定着アンカーの構造。   The structure of the tip anchor according to claim 1 or 2, wherein a partition plate for partitioning a filler filling portion into a plurality of areas is disposed around the anchor bar.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5766251A (en) * 1980-10-07 1982-04-22 Kajima Corp Synthetic resin anchor method
JPH1089326A (en) * 1996-06-24 1998-04-07 Upat Gmbh & Co Fixation element for non-static load
JP2004169505A (en) * 2002-11-22 2004-06-17 Nippon Splice Sleeve Kk Structure of fixing part in reinforcing bar end part
JP2007063882A (en) * 2005-09-01 2007-03-15 Sho Bond Constr Co Ltd High load bearing force anchor structure installed in expansion bore hole

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5766251A (en) * 1980-10-07 1982-04-22 Kajima Corp Synthetic resin anchor method
JPH1089326A (en) * 1996-06-24 1998-04-07 Upat Gmbh & Co Fixation element for non-static load
JP2004169505A (en) * 2002-11-22 2004-06-17 Nippon Splice Sleeve Kk Structure of fixing part in reinforcing bar end part
JP2007063882A (en) * 2005-09-01 2007-03-15 Sho Bond Constr Co Ltd High load bearing force anchor structure installed in expansion bore hole

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