JP6731204B2 - Embedded anchor aid - Google Patents

Embedded anchor aid Download PDF

Info

Publication number
JP6731204B2
JP6731204B2 JP2017141391A JP2017141391A JP6731204B2 JP 6731204 B2 JP6731204 B2 JP 6731204B2 JP 2017141391 A JP2017141391 A JP 2017141391A JP 2017141391 A JP2017141391 A JP 2017141391A JP 6731204 B2 JP6731204 B2 JP 6731204B2
Authority
JP
Japan
Prior art keywords
anchor
base material
peripheral portion
hole
embedded
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.)
Active
Application number
JP2017141391A
Other languages
Japanese (ja)
Other versions
JP2019019638A (en
Inventor
博司 谷口
博司 谷口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TRUST Co.,Ltd
Original Assignee
TRUST Co.,Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TRUST Co.,Ltd filed Critical TRUST Co.,Ltd
Priority to JP2017141391A priority Critical patent/JP6731204B2/en
Publication of JP2019019638A publication Critical patent/JP2019019638A/en
Application granted granted Critical
Publication of JP6731204B2 publication Critical patent/JP6731204B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

コンクリート等の母材にアンカー筋が埋め込まれた母材構造(接合母材)の表面部分ないし打継境界(接合面)部分において、軸方向に対する直交力強度(せん断力強度)を増強させる補助材として使用される、埋め込み型アンカー補助材に関する。 Auxiliary material that enhances the orthogonal force strength (shear force strength) with respect to the axial direction at the surface part of the base material structure (joint base material) in which anchor bars are embedded in the base material such as concrete or the joint boundary (joint surface) Embedded anchor aids used as

従来、コンクリート等の母材にアンカー筋が埋め込まれた母材構造(接合母材)の表面部分ないし打継境界(接合面)部分に設置されるアンカー材として、円錐台部と円錐台部の底部付近に設けられた回転手段とからなるアンカーボルト支持具が開示される(特許文献1参照)。
また、コンクリート構造物内に埋設されて雌型部材として用いられるインサート本体をセラミック製としたインサート器具が開示される(特許文献2参照)。このインサート器具の本体部は、その外周面に外径が本体部の下端に向かうに従い縮小するテーパ上の受け面を有し、全体的に外側に膨出する形態の球面状をなす。
Conventionally, as the anchor material to be installed on the surface part of the base material structure (joint base material) in which the anchor bars are embedded in the base material such as concrete or the joint boundary (joint surface), An anchor bolt support including a rotating means provided near the bottom is disclosed (see Patent Document 1).
Further, there is disclosed an insert device in which an insert body embedded in a concrete structure and used as a female member has a ceramic body (see Patent Document 2). The main body of the insert device has a tapered receiving surface on the outer peripheral surface of which the outer diameter decreases toward the lower end of the main body, and has an overall spherical shape that bulges outward.

実公平7−47527号公報Japanese Utility Model Publication No. 7-47527 実公平5− 6326号公報Japanese Utility Model Publication No. 5-6326

しかしながら、従来のこれらのアンカーは、アンカー軸に直交する抵抗力が、コンクリート表面部での指圧強度に依存している。このため、コンクリートの最縁部の強度が最大強度となり、これ以上の力が加わると、破壊面が表面部に沿って拡大していき、コンクリートの破壊が広い範囲で生じてしまう。 However, in these conventional anchors, the resistance force orthogonal to the anchor axis depends on the acupressure strength on the concrete surface portion. For this reason, the strength of the outermost edge of the concrete becomes the maximum strength, and when a force larger than this is applied, the fracture surface expands along the surface portion, and the fracture of the concrete occurs in a wide range.

このようなものでは、繰り返しせん断力が作用した場合に、接合面の破壊が接合材外形の大きさ以上に大きく拡がってしまう。 In such a case, when the shearing force is repeatedly applied, the fracture of the joint surface spreads more than the size of the outer shape of the joint material.

そこで本発明では、アンカー軸に直交する抵抗力が、コンクリート表面部での指圧強度に依存することなく、繰り返しせん断力が作用した場合にも、接合面の破壊が表面部に大きく拡がることのない、埋め込み型のアンカー補助材を提供することを課題とする。 Therefore, in the present invention, the resistance force orthogonal to the anchor axis does not depend on the acupressure strength on the concrete surface portion, and even when a repeated shearing force is applied, the fracture of the joint surface does not greatly spread to the surface portion. An object is to provide an embedded anchor auxiliary material.

(1)上下方向の貫通孔10周りに同心形成された、円形の側周部11Rと、
下方先端を頂部として側周部11Rから頂部へ向かって曲面形成された、円錐面又は半球面からなる傾斜周部12とを具備して構成される、中実の(すなわち、構造材の充填体からなる)回転体1と、
回転体1の回転軸A1に沿って上下に貫通する貫通孔10とから構成され、母材Bの母材表面BFの近傍に(恒久的に)埋め込み設置されるアンカー体であって、
アンカー筋Aが埋設固定されると共に母材表面BFへ向けてアンカー筋A周りに拡がる開口部BDが形成された母材Bに対し、
前記アンカー体は、貫通孔10内にアンカー筋Aを挿通させた状態で、開口部BD内に埋め込まれ、かつ、側周部11Rよりも上部の構造体(第二母材B2又は押圧ナット3)から下方への押圧力を受けた状態で母材表面BFの近傍に埋め込み設置されるものであり、
アンカー体が埋め込み設置された状態において、側周部11Rよりも上部のアンカー筋A1がせん断力を受けたときに、アンカー体の回転体1の傾斜周部12の一側部が、当該一側部に対向する開口部BDの一部に面圧接することを特徴とする、埋め込み型アンカー補助材。
(1) A circular side peripheral portion 11R concentrically formed around the through hole 10 in the vertical direction,
A solid (that is, a packing material for a structural material), which is configured by including a slanted peripheral portion 12 formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion 11R to the top portion with the lower tip as the top portion. A rotating body 1),
An anchor body that is configured by a through hole 10 that vertically penetrates along the rotation axis A1 of the rotating body 1 and that is embedded (permanently) embedded in the vicinity of the base material surface BF of the base material B,
With respect to the base material B in which the anchor muscle A is embedded and fixed, and the opening BD that spreads around the anchor muscle A toward the base material surface BF is formed,
The anchor body is embedded in the opening BD in a state where the anchor muscle A is inserted into the through hole 10 and is above the side peripheral portion 11R (the second base material B2 or the pressing nut 3). ), it is installed in the vicinity of the base material surface BF under a downward pressure,
In a state where the anchor body is embedded and installed, when the anchor muscle A1 above the side peripheral portion 11R receives a shearing force, one side portion of the inclined peripheral portion 12 of the rotary body 1 of the anchor body is An embedded anchor auxiliary material, which is pressure-contacted with a part of an opening BD facing the portion.

回転体1の傾斜周部12が母材Bの開口部BDに面圧接することで、アンカー筋Aが受ける水平方向のせん断力を他方向に分散させることができる。 When the inclined peripheral portion 12 of the rotating body 1 is brought into pressure contact with the opening portion BD of the base material B, the horizontal shearing force received by the anchor muscle A can be dispersed in the other direction.

(2)アンカー体が埋め込み設置された状態において、側周部11Rよりも上部のアンカー筋A1がせん断力を受けたときに、アンカー体の回転体1の回転軸A1が一側方寄りの下方へ傾倒し、
傾斜周部12のうち、この傾倒方向の一側部が、当該一側部に対向する開口部BDの一側部に対して、下方へずれながら面圧接すると共に、
傾斜周部12のうち、前記傾倒方向と反対方向の他側部が、当該他側部に対向する開口部BDの他側部に対して、上方へずれながら面圧接する、請求項1記載の埋め込み型アンカー補助材。
(2) When the anchor body is embedded and installed, and when the anchor muscle A1 above the side peripheral portion 11R receives a shearing force, the rotation axis A1 of the rotary body 1 of the anchor body is below one side. Devoted to
One side portion of the inclined peripheral portion 12 in the tilting direction is in surface pressure contact with one side portion of the opening BD facing the one side portion while being displaced downward,
The other side portion of the inclined peripheral portion 12 in the direction opposite to the tilting direction is in surface pressure contact with the other side portion of the opening BD facing the other side portion while shifting upward. Embedded anchor auxiliary material.

(3)貫通孔10の孔端と回転体1の頂部との間には、貫通孔10の孔端の全周に亘って、上下端を曲面とする面取り部120が形成され、
傾斜周部12の下端と接する面取り部120の外境界端122は、アンカー筋Aのアンカー筋径ADに対して102%〜120%の範囲内の縁径122Dの縁円を形成する、請求項1記載の埋め込み型アンカー補助材。
(3) Between the hole end of the through hole 10 and the top of the rotating body 1, a chamfered part 120 having curved upper and lower ends is formed over the entire circumference of the hole end of the through hole 10.
The outer boundary edge 122 of the chamfered portion 120 that contacts the lower end of the inclined peripheral portion 12 forms an edge circle having an edge diameter 122D within a range of 102% to 120% with respect to the anchor muscle diameter AD of the anchor muscle A. 1. The embedded anchor auxiliary material according to 1.

(4)前記傾斜周部12が、中央断面において所定以上の曲率Cを有する部分球からなる、請求項1又は2に記載の埋め込み型アンカー補助材。 (4) The embedded anchor auxiliary material according to claim 1 or 2, wherein the inclined peripheral portion 12 is a partial sphere having a curvature C of a predetermined value or more in a central cross section.

(5)上下方向の貫通孔10周りに同心形成された、円形の側周部11Rと、
下方先端を頂部として側周部11Rから下頂部へ向かって曲面形成された、円錐面又は半球面からなる下方の傾斜周部12と、
上方先端を頂部として側周部11Rから上頂部へ向かって曲面形成された、円錐面又は半球面からなる上方の傾斜周部13とを具備して構成される、中実の回転体1と、
回転体1の回転軸A1に沿って上下に貫通する貫通孔10とから構成され、
第一母材B1と第二母材B2の境界に恒久的に埋め込み設置されるアンカー体であって、
アンカー筋Aが埋設固定されると共に母材表面BFへ向けてアンカー筋A周りに拡がる開口部BDが形成された第一母材B1に対し、
前記アンカー体は、貫通孔10内にアンカー筋Aを挿通させた状態で、開口部BD内に埋め込まれ、かつ、側周部11Rよりも上部に継ぎ打設される第二母材B2からなる構造体から下方への押圧力を受けた状態で第一母材B1と第二母材B2の境界面BFに跨って埋め込み設置されるものであり、
アンカー体が第一母材B1,第二母材B2内に埋め込み設置された状態において、側周部11Rよりも上部のアンカー筋A1がせん断力を受けたときに、
アンカー体の回転体1の下方の傾斜周部12の一側部が、当該一側部に対向する第一母材B1の開口部BDの一部に面圧接すると共に、
アンカー体の回転体1の上方の傾斜周部13の他側部が、当該他側部に対向する第二母材B2の開口部BDの一部に面圧接することを特徴とする、埋め込み型アンカー補助材。
(5) A circular side peripheral portion 11R concentrically formed around the through hole 10 in the vertical direction,
A downward inclined peripheral portion 12 formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion 11R toward the lower top portion with the lower tip as the top portion;
A solid rotating body 1 configured to include an upper inclined peripheral portion 13 formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion 11R toward the upper top portion with the upper tip as the apex;
And a through hole 10 that vertically penetrates along the rotation axis A1 of the rotating body 1,
An anchor body that is permanently embedded and installed at a boundary between the first base material B1 and the second base material B2,
With respect to the first base material B1 in which the anchor muscle A is embedded and fixed, and the opening portion BD that spreads around the anchor muscle A toward the base material surface BF is formed,
The anchor body is composed of a second base material B2 that is embedded in the opening BD and is spliced to the upper side of the side peripheral portion 11R while the anchor muscle A is inserted into the through hole 10. The structure is embedded and installed across the boundary surface BF between the first base material B1 and the second base material B2 in a state of being pressed downward from the structure.
In a state where the anchor body is embedded and installed in the first base material B1 and the second base material B2, when the anchor muscle A1 above the side peripheral portion 11R receives a shearing force,
One side part of the inclined peripheral part 12 below the rotary body 1 of the anchor body is in surface pressure contact with a part of the opening BD of the first base material B1 facing the one side part,
The other side part of the inclined peripheral part 13 above the rotating body 1 of the anchor body is in surface contact with a part of the opening BD of the second base material B2 facing the other side part. Anchor auxiliary material.

(6)貫通孔10の孔下端と回転体1の下頂部との間には、貫通孔10の孔端の全周に亘って、上下端を曲面とする面取り部120が形成され、
貫通孔10の孔上端と回転体1の上頂部との間には、貫通孔10の孔端の全周に亘って、上下端を曲面とする面取り部130が形成され、
傾斜周部12の下端と接する面取り部120の外境界端122、並びに、傾斜周部13の上端と接する面取り部130の外境界端132は、共に、アンカー筋Aのアンカー筋径ADに対して102%〜120%の範囲内の共通する縁径122D、132Dの縁円を形成する、請求項5記載の埋め込み型アンカー補助材。
(6) Between the lower end of the through hole 10 and the lower top of the rotating body 1, a chamfered portion 120 having curved upper and lower ends is formed over the entire circumference of the end of the through hole 10.
A chamfered portion 130 having curved upper and lower ends is formed between the upper end of the through hole 10 and the upper top of the rotating body 1 over the entire circumference of the end of the through hole 10.
The outer boundary end 122 of the chamfered portion 120 that contacts the lower end of the inclined peripheral portion 12 and the outer boundary end 132 of the chamfered portion 130 that contacts the upper end of the inclined peripheral portion 13 are both relative to the anchor muscle diameter AD of the anchor muscle A. The implantable anchor auxiliary material according to claim 5, which forms edge circles having common edge diameters 122D and 132D within a range of 102% to 120%.

(7)下方の傾斜周部12と、上方の傾斜周部13との間には、所定の高さ(軸方向長さ)で
上下方向の貫通孔10周りに同心形成された、円周面からなる側周部11Rが形成され、
前記アンカー体は、第一母材B1の母材表面BF1と、第二母材B2の母材表面BF2の境界面BFとの間に側周部11Rが跨がるように、第一母材B1と第二母材B2の継ぎ打設境界に埋め込み設置される、請求項5又は6に記載の埋め込み型アンカー補助材。
(7) A circumferential surface concentrically formed around the through hole 10 in the vertical direction at a predetermined height (axial length) between the lower inclined peripheral portion 12 and the upper inclined peripheral portion 13. A side peripheral portion 11R composed of
In the anchor body, the first base material is so arranged that the side peripheral portion 11R extends between the base material surface BF1 of the first base material B1 and the boundary surface BF of the base material surface BF2 of the second base material B2. The embedded anchor auxiliary material according to claim 5 or 6, which is embedded and installed at a joint-placing boundary between B1 and the second base material B2.

本発明では上記手段を講じることにより、アンカー軸に直交する外力(せん断力)を受けたとき、回転体1の傾斜周部12が母材Bの開口部BDに面圧接することで、アンカー筋Aが受ける水平方向のせん断力を他方向に分散させることができる。 According to the present invention, by taking the above-mentioned means, when an external force (shearing force) orthogonal to the anchor axis is applied, the inclined peripheral portion 12 of the rotating body 1 is brought into surface pressure contact with the opening BD of the base material B, so that the anchor muscle The horizontal shearing force that A receives can be dispersed in the other direction.

これにより、コンクリート表面部での支圧強度に依存することなく、繰り返しせん断力が作用した場合にも、接合面の破壊が表面部に大きく拡がることのない、埋め込み型のアンカー補助材を提供することを課題とする。 As a result, an embedded anchor auxiliary material is provided, which does not depend on bearing strength at the concrete surface portion and does not greatly spread the fracture of the joint surface to the surface portion even when repeated shearing force is applied. This is an issue.

本発明の実施例1の埋め込み型アンカー補助材の設置構成例を示す分解斜視図。FIG. 3 is an exploded perspective view showing an installation configuration example of the embedded anchor auxiliary material according to the first embodiment of the present invention. 実施例1の埋め込み型アンカー補助材の設置状態を示す中央断面図。FIG. 3 is a central cross-sectional view showing the installation state of the embedded anchor auxiliary material of the first embodiment. 図2の設置状態においてせん断力を受けたときの力の発生方向を示す概念図。The conceptual diagram which shows the generation|occurrence|production direction of the force when a shearing force is received in the installation state of FIG. 本発明の実施例2の埋め込み型アンカー補助材の設置状態を示す中央断面図及びその部分拡大図。The center sectional view and the partial enlarged view showing the installation state of the embedding type anchor auxiliary material of Example 2 of the present invention. 本発明の実施例3の埋め込み型アンカー補助材の設置状態を示す中央断面図及びその部分拡大図。The center sectional view and the partial enlarged view showing the installation state of the embedding type anchor auxiliary material of Example 3 of the present invention. 図5の設置状態においてせん断力を受けたときの力の発生方向を示す概念図。The conceptual diagram which shows the generation|occurrence|production direction of the force when a shearing force is received in the installation state of FIG. 本発明の実施例4の埋め込み型アンカー補助材の設置状態を示す中央断面図。The center sectional view which shows the installation state of the embedded anchor auxiliary material of Example 4 of this invention. 本発明の実施例5の埋め込み型アンカー補助材の設置状態を示す中央断面図。The center sectional view which shows the installation state of the embedded anchor auxiliary material of Example 5 of this invention. 本発明の実施例6の埋め込み型アンカー補助材の設置状態を示す中央断面図。The center sectional view which shows the installation state of the embedded anchor auxiliary material of Example 6 of this invention.

以下、発明を実施するための形態例について実施例として示す各図とともに説明する。本発明は、鉄筋コンクリート構造物などの、アンカー筋を埋め込んで一端を突出させた母材の表面部分の強度確保、ないし、アンカー筋を埋め込んだ母材同士を、アンカー筋の突出延長先に打継ぎ打設して接合する場合の接合部分の強度確保に用いられる。例えば鉄鋼像柱脚アンカーボルトのベースプレートの下部や、駐車場などの車止めの固定ボルトなど、軸方向に直交する力が発生する箇所に用いることができる。 Hereinafter, an example of a mode for carrying out the invention will be described with reference to the drawings shown as examples. The present invention secures the strength of the surface portion of a base material in which an anchor bar is embedded to project one end, such as a reinforced concrete structure, or the base materials in which the anchor bar is embedded are spliced to the projection extension destination of the anchor bar. It is used to secure the strength of the joint when placing and joining. For example, it can be used in a portion where a force orthogonal to the axial direction is generated, such as a lower portion of a base plate of a steel image column pedestal anchor bolt or a fixing bolt for a car stop such as a parking lot.

母材としては、コンクリート材、レンガ材、石材、アスファルト面などの固化済の高圧縮強度材、ないし、固化前のコンクリート部材があげられる。 Examples of the base material include concrete material, brick material, stone material, asphalt surface and other solidified high compressive strength material, or concrete member before solidification.

本発明の実施例1の埋め込み型アンカー補助材は、
上下方向の貫通孔10周りに同心形成された、円形の側周部11Rを周縁とする、平坦な天面11と、
下方先端を頂部として天面11の側周部11Rから頂部へ向かって曲面形成された、円錐面又は半球面からなる傾斜周部12とを具備して構成される、中実の(すなわち、構造材の充填体からなる)回転体1と、
回転体1の回転軸A1に沿って上下に貫通する貫通孔10とから構成される。S1は傾斜周部12の下端(面取り部120の外境界端122)から上端(側周部11Rの下端)までをつないだ外形の傾き線であり、軸線A1との間に仰角12θを形成する(図1,2)。この仰角12θは少なくとも35度以上80度以下の範囲に設定されることが好ましく、さらに40度以上50度以下の範囲に設定されることがなお好ましい。
The embedded anchor auxiliary material according to the first embodiment of the present invention is
A flat top surface 11 concentrically formed around the through hole 10 in the vertical direction and having a circular side peripheral portion 11R as a peripheral edge;
A solid (that is, a structure including a slanted peripheral portion 12 that is a conical surface or a hemispherical surface and is curved from the side peripheral portion 11R of the top surface 11 toward the top with the lower tip as the top portion. A rotating body 1 composed of a filling body of material),
The rotary body 1 includes a through hole 10 that vertically penetrates along the rotation axis A1. S1 is an inclination line of the outline connecting the lower end of the inclined peripheral portion 12 (the outer boundary end 122 of the chamfered portion 120) to the upper end (the lower end of the side peripheral portion 11R), and forms an elevation angle 12θ with the axis A1. (Figs. 1, 2). The elevation angle 12θ is preferably set in the range of at least 35 degrees and 80 degrees or less, and more preferably in the range of 40 degrees and 50 degrees.

そして設置状態において、アンカー筋Aが埋設固定されると共に母材表面BFへ向けてアンカー筋A周りに拡がる開口部BDが形成された母材Bに対し、母材Bの母材表面BFの近傍に(恒久的に)埋め込み設置される(図2,3)。この設置状態においては、前記アンカー体は、貫通孔10内にアンカー筋Aを挿通させた状態で、開口部BD内に埋め込まれ、かつ、側周部11Rよりも上部の構造体である、押圧ナット3から下方への押圧力を受けた状態で母材表面BFの近傍に埋め込み設置される。押圧ナット3は円形板の押圧板31をナット本体32の下端に固定し、縦方向にアンカー筋Aと螺子接合する螺子孔30が形成される。この押圧ナット3はアンカー補助剤の回転体1の重量の倍を超える押圧力を常に付与するものである。なお、実施例3以降に示すように、この押圧ナット3にかえて打継コンクリート構造体B2を打継ぎ形成してもよい。 In the installed state, in the vicinity of the base material surface BF of the base material B, with respect to the base material B in which the anchor bar A is embedded and fixed and the opening BD that spreads around the anchor bar A toward the base material surface BF is formed. (Permanently) embedded (Figs. 2 and 3). In this installed state, the anchor body is a structure body that is embedded in the opening BD and is located above the side peripheral portion 11R in a state where the anchor muscle A is inserted into the through hole 10. The nut 3 is embedded and installed in the vicinity of the base material surface BF while receiving a downward pressing force. The pressing nut 3 has a circular pressing plate 31 fixed to the lower end of the nut body 32, and has a screw hole 30 formed in the longitudinal direction for screw-joining with the anchor bar A. The pressing nut 3 constantly applies a pressing force that exceeds twice the weight of the rotating body 1 of the anchor auxiliary agent. It should be noted that as shown in the third and subsequent embodiments, the joint concrete structure B2 may be jointly formed instead of the pressing nut 3.

そして、アンカー体が埋め込み設置され天面11が押圧された状態において、側周部11Rよりも上部のアンカー筋A1がせん断力を受けたときに、アンカー体の回転体1の傾斜周部12の一側部が、当該一側部に対向する開口部BDの一部に面圧接する(図3)。 When the anchor body is embedded and installed and the top surface 11 is pressed, when the anchor muscle A1 above the side peripheral portion 11R receives a shearing force, the inclined peripheral portion 12 of the rotary body 1 of the anchor body is The one side portion is in surface pressure contact with a part of the opening portion BD facing the one side portion (FIG. 3 ).

回転体1の傾斜周部12が母材Bの開口部BDに面圧接するようにアンカー体が軸断面視にて一側方へ傾倒する方向へ回転することで、アンカー筋Aが受ける水平方向のせん断力を他方向に分散させることができる。 When the anchor body rotates in a direction tilting to one side in an axial sectional view so that the inclined peripheral portion 12 of the rotating body 1 comes into surface pressure contact with the opening portion BD of the base material B, the anchor muscle A receives the horizontal direction. The shearing force can be dispersed in the other direction.

アンカー体が埋め込み設置された状態において、側周部11Rよりも上部のアンカー筋A1がせん断力を受けたときに、アンカー体の回転体1の回転軸A1が一側方寄りの下方へ傾倒し、
傾斜周部12のうち、この傾倒方向の一側部が、当該一側部に対向する開口部BDの一側部に対して、下方へずれながら面圧接すると共に、
傾斜周部12のうち、前記傾倒方向と反対方向の他側部が、当該他側部に対向する開口部BDの他側部に対して、上方へずれながら面圧接する(図3)。
(せん断力を受けたときの力の発生)
本発明の設置状態においてせん断力が発生すると、軸材であるアンカー筋A1には引っ張り力RF1が作用し、アンカー体は、アンカー体の重心位置を回転中心として、中央断面視にて一回転方向に(図3の時計回りに)回転するように傾倒する。このとき、反力となる圧縮側(図3の右下部分)では母材Bに対して、傾斜周部12の法線方向の圧縮力により、母材を斜め方向(図3の斜め右下方向)に押し付けて抵抗する力CFが発生する。
When the anchor body is embedded and installed, when the anchor muscle A1 above the side peripheral portion 11R receives a shearing force, the rotation axis A1 of the rotary body 1 of the anchor body tilts downward toward one side. ,
One side portion of the inclined peripheral portion 12 in the tilting direction is in surface pressure contact with one side portion of the opening BD facing the one side portion while being displaced downward,
The other side portion of the inclined peripheral portion 12 in the direction opposite to the tilting direction comes into surface pressure contact with the other side portion of the opening BD facing the other side portion while shifting upward (FIG. 3 ).
(Generation of force when receiving shear force)
When a shearing force is generated in the installed state of the present invention, a tensile force RF1 acts on the anchor muscle A1 which is the shaft member, and the anchor body rotates in the direction of one rotation with the center of gravity of the anchor body as the rotation center. Tilt to rotate (clockwise in Figure 3). At this time, on the compression side (lower right portion in FIG. 3) which is a reaction force, the base material B is compressed in the normal direction of the inclined peripheral portion 12 with respect to the base material B in the diagonal direction (the lower right portion in FIG. 3). A force CF is generated that resists by pressing in the direction).

この際のせん断抵抗は、せん断面から補助材の軸方向重心位置までの距離の曲げモーメントに対して、軸材であるアンカー筋A1の引っ張り力RF1と、傾斜周面12の法線方向の圧縮力CFのアンカー軸方向成分CF1との釣り合いをもとにして算出される。 The shear resistance at this time is the tensile force RF1 of the anchor muscle A1 which is the shaft member and the compression of the inclined peripheral surface 12 in the normal direction with respect to the bending moment of the distance from the shear surface to the axial center of gravity of the auxiliary member. It is calculated based on the balance with the anchor axial component CF1 of the force CF.

母材を押し付けて抵抗する力は母材に設けられた開口部BDの傾斜凹面に作用するところ、母材がコンクリート材や石材、レンガ等の高強度圧縮材である場合には、中実の高圧縮強度材からなるアンカー体の面圧接によって、母材の圧縮強度の10倍程度の強度を発揮することができる。 The force of pressing the base material and resisting it acts on the inclined concave surface of the opening BD provided in the base material. When the base material is a high-strength compressed material such as concrete material, stone material, or brick, a solid material is used. By the surface pressure contact of the anchor body made of the high compressive strength material, it is possible to exhibit a strength about 10 times as high as the compressive strength of the base material.

本発明の抵抗のメカニズムは、母材表面又はそれよりも外側でせん断力が作用したときに、母材内部に設けられた、傾斜周面12からなる空間内で、アンカー体が断面視にて一回転方向へ傾倒するように回転することにより、母材を軸直交に直接押し出す力を分散させて弱めるものである。すなわち、せん断力を傾斜周面12の法線方向の圧縮力に変換して、実質的なせん断力への抵抗は、母材の圧縮抵抗力のうち軸直交成分CF2のみによるものとしている。これにより、打継境界である母材表面が広い範囲で破壊するのを防止することができる。 The resistance mechanism of the present invention is such that, when a shearing force acts on the surface of the base material or outside the base material, the anchor body is viewed in cross section in the space formed by the inclined peripheral surface 12 provided inside the base material. By rotating so as to tilt in one rotation direction, the force for directly pushing the base material in the direction orthogonal to the axis is dispersed and weakened. That is, the shearing force is converted into the compressive force in the normal direction of the inclined peripheral surface 12, and the substantial resistance to the shearing force is based only on the axial orthogonal component CF2 of the compressive resistance force of the base material. As a result, it is possible to prevent the surface of the base material, which is the connecting boundary, from breaking in a wide range.

(面取り部120)
貫通孔10の孔端と回転体1の頂部との間には、貫通孔10の孔端の全周に亘って、上下端を曲面とする面取り部120が形成される。
(Chamfer 120)
Between the hole end of the through hole 10 and the top of the rotating body 1, a chamfered portion 120 having curved upper and lower ends is formed over the entire circumference of the hole end of the through hole 10.

特に、傾斜周部12の下端と接する面取り部120の外境界端122は、アンカー筋Aのアンカー筋径ADに対して102%〜120%の範囲内の縁径122Dの縁円を形成する(図2)。図2の拡大図に示すように、面取り部120は軸断面において外境界端122を外端部とし、内境界端121を内端部とする部分円弧をなすことで、アンカー体が回転傾倒したときに貫通孔10の下端部が係止することを防ぎ、この部分での応力集中の発生を回避して回転傾倒を容易なものとしている。また、アンカー筋Aと開口部BDとアンカー本体との間の隙間には、アンカー本体よりも圧縮強度の低い樹脂接着剤Gを充填することで、アンカー体の回転傾倒を促すものとしている。 In particular, the outer boundary edge 122 of the chamfered portion 120 that contacts the lower end of the inclined peripheral portion 12 forms an edge circle having an edge diameter 122D within a range of 102% to 120% with respect to the anchor muscle diameter AD of the anchor muscle A ( (Fig. 2). As shown in the enlarged view of FIG. 2, the chamfered portion 120 forms a partial arc having an outer boundary end 122 as an outer end portion and an inner boundary end 121 as an inner end portion in an axial cross section, whereby the anchor body is rotationally tilted. At this time, the lower end of the through hole 10 is prevented from being locked, stress concentration is prevented from occurring in this portion, and the tilting of the rotation is facilitated. In addition, the gap between the anchor streak A, the opening BD, and the anchor body is filled with a resin adhesive G having a lower compressive strength than the anchor body, thereby promoting rotation and tilting of the anchor body.

図4に示す本発明の実施例2の埋め込み型アンカー補助材においては、前記傾斜周部12が、中央断面において所定以上の曲率Cを有する部分球からなる。この曲率Cは、天面11の外径ないし貫通孔の孔長(天面11から内境界端121までの距離)のいずれかを曲率半径とした曲率を基準としてプラスマイナス10%の範囲内にあること、さらには天面11の外径を曲率半径とした曲率を第一基準として第一基準のプラスマイナス5%の範囲内にあり、かつ、貫通孔の孔長(天面11から内境界端121までの距離)のいずれかを曲率半径とした曲率を第二基準として第二基準のプラスマイナス5%の範囲内にあることが好ましい。あるいは、外境界端122の端径12Dを曲率半径とした曲率を第三基準として、第一基準、第二基準、第三基準の中の最低曲率範囲と最高曲率範囲を範囲とする曲率範囲内に設定されることが好ましい。 In the embedded anchor auxiliary material of Example 2 of the present invention shown in FIG. 4, the inclined peripheral portion 12 is a partial sphere having a curvature C of a predetermined value or more in the central cross section. This curvature C is within a range of plus or minus 10% with reference to a curvature whose radius of curvature is either the outer diameter of the top surface 11 or the hole length of the through hole (the distance from the top surface 11 to the inner boundary end 121). Furthermore, the curvature of the outer surface of the top surface 11 as the radius of curvature is within the range of plus or minus 5% of the first reference, and the length of the through hole (from the top surface 11 to the inner boundary). It is preferable that the curvature having any one of the distances to the end 121) as the radius of curvature is within the range of plus or minus 5% of the second reference with the second reference. Alternatively, within the curvature range having the minimum curvature range and the maximum curvature range of the first criterion, the second criterion, and the third criterion, with the curvature having the radius of curvature 12D of the outer boundary end 122 as the third criterion. Is preferably set to.

図5に示す本発明の実施例3の埋め込み型アンカー補助材においては、上下に傾斜周部12,13を有する。すなわち、実施例3の埋め込み型アンカー補助材は、
上下方向の貫通孔10周りに同心形成された、円形の側周部11Rと、
下方先端を頂部として側周部11Rから下頂部へ向かって曲面形成された、円錐面又は半球面からなる下方の傾斜周部12と、
上方先端を頂部として側周部11Rから上頂部へ向かって曲面形成された、円錐面又は半球面からなる上方の傾斜周部13とを具備して構成される、中実の回転体1と、
回転体1の回転軸A1に沿って上下に貫通する貫通孔10とから構成される。
The embedded anchor auxiliary material of the third embodiment of the present invention shown in FIG. 5 has inclined peripheral portions 12 and 13 at the top and bottom. That is, the embedded anchor auxiliary material of Example 3 was
A circular side peripheral portion 11R concentrically formed around the through hole 10 in the vertical direction,
A downward inclined peripheral portion 12 formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion 11R toward the lower top portion with the lower tip as the top portion;
A solid rotating body 1 configured to include an upper inclined peripheral portion 13 formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion 11R toward the upper top portion with the upper tip as the apex;
The rotary body 1 includes a through hole 10 that vertically penetrates along the rotation axis A1.

そして、第一母材B1と第二母材B2の境界に恒久的に埋め込み設置される(図5)。
具体的には、アンカー筋Aが埋設固定されると共に母材表面BFへ向けてアンカー筋A周りに拡がる開口部BDが形成された第一母材B1に対し、前記アンカー体は、貫通孔10内にアンカー筋Aを挿通させた状態で、開口部BD内に埋め込まれ、かつ、側周部11Rよりも上部に継ぎ打設される第二母材B2からなる構造体から下方への押圧力を受けた状態で第一母材B1と第二母材B2の境界面BFに跨って埋め込み設置される。
Then, it is permanently embedded in the boundary between the first base material B1 and the second base material B2 (FIG. 5).
Specifically, with respect to the first base material B1 in which the anchor muscle A is embedded and fixed and the opening portion BD that spreads around the anchor muscle A toward the base material surface BF is formed, the anchor body has the through hole 10 The downward pressing force from the structure made of the second base material B2 that is embedded in the opening BD and is spliced to the upper side of the side peripheral portion 11R with the anchor muscle A inserted therethrough. In the received state, it is embedded and installed across the boundary surface BF between the first base material B1 and the second base material B2.

このようにアンカー体が第一母材B1,第二母材B2内に埋め込み設置された状態において、側周部11Rよりも上部のアンカー筋A1がせん断力を受けたとき、
アンカー体の回転体1の下方の傾斜周部12の一側部が、当該一側部に対向する第一母材B1の開口部BDの一部に面圧接すると共に、
アンカー体の回転体1の上方の傾斜周部13の他側部が、当該他側部に対向する第二母材B2の開口部BDの一部に面圧接する(図6)。
In this manner, when the anchor body is embedded in the first base material B1 and the second base material B2 and the anchor muscle A1 above the side peripheral portion 11R receives a shearing force,
One side part of the inclined peripheral part 12 below the rotary body 1 of the anchor body is in surface pressure contact with a part of the opening BD of the first base material B1 facing the one side part,
The other side portion of the inclined peripheral portion 13 above the rotating body 1 of the anchor body comes into surface pressure contact with a part of the opening BD of the second base material B2 facing the other side portion (FIG. 6).

(面取り部120、130)
貫通孔10の孔下端と回転体1の下頂部との間には、貫通孔10の孔端の全周に亘って、上下端を曲面とする面取り部120が形成され、
貫通孔10の孔上端と回転体1の上頂部との間には、貫通孔10の孔端の全周に亘って、上下端を曲面とする面取り部130が形成される。
(Chamfer 120, 130)
A chamfered portion 120 having curved upper and lower ends is formed between the lower end of the through hole 10 and the lower top of the rotating body 1 over the entire circumference of the hole end of the through hole 10.
A chamfered portion 130 having curved upper and lower ends is formed between the upper end of the through hole 10 and the upper top of the rotating body 1 over the entire circumference of the end of the through hole 10.

傾斜周部12の下端と接する面取り部120の外境界端122、並びに、傾斜周部13の上端と接する面取り部130の外境界端132は、共に、アンカー筋Aのアンカー筋径ADに対して102%〜120%の範囲内の共通する縁径122D、132Dの縁円を形成する。 The outer boundary end 122 of the chamfered portion 120 that contacts the lower end of the inclined peripheral portion 12 and the outer boundary end 132 of the chamfered portion 130 that contacts the upper end of the inclined peripheral portion 13 are both relative to the anchor muscle diameter AD of the anchor muscle A. An edge circle having a common edge diameter 122D and 132D within the range of 102% to 120% is formed.

図7に示す本発明の実施例4の埋め込み型アンカー補助材においても、実施例3と同様、下方の傾斜周部12と、上方の傾斜周部13とを、境界線からなる側周部11Rを境界稜線として上下に連続して有する。実施例4の埋め込み型アンカー補助材においては、前記下方の傾斜周部13、及び上方の傾斜周部12が、いずれも中央断面において所定以上の曲率Cを有する部分球からなる。 Also in the embedded anchor auxiliary material of the fourth embodiment of the present invention shown in FIG. 7, as in the case of the third embodiment, the lower inclined peripheral portion 12 and the upper inclined peripheral portion 13 are side peripheral portions 11R formed by boundaries. As a boundary ridge line and has a continuous upper and lower sides. In the embedded anchor auxiliary material of Example 4, the lower inclined peripheral portion 13 and the upper inclined peripheral portion 12 are both partial spheres having a curvature C of a predetermined value or more in the central cross section.

図8に示す本発明の実施例5の埋め込み型アンカー補助材においては、下方の傾斜周部12と、上方の傾斜周部13との間には、所定の高さ(軸方向長さ)で上下方向の貫通孔10周りに同心形成された、円周面からなる側周部11Rが形成される。 In the embedded anchor auxiliary material of Example 5 of the present invention shown in FIG. 8, a predetermined height (axial length) is provided between the lower inclined peripheral portion 12 and the upper inclined peripheral portion 13. A side peripheral portion 11R formed of a circumferential surface is formed concentrically around the through hole 10 in the vertical direction.

このアンカー体は、第一母材B1の母材表面BF1と、第二母材B2の母材表面BF2の境界面BFとの間に側周部11Rが跨がるように、第一母材B1と第二母材B2の継ぎ打設境界に埋め込み設置される。 This anchor body includes a first base material B such that the side peripheral portion 11R extends between the base material surface BF1 of the first base material B1 and the boundary surface BF of the base material surface BF2 of the second base material B2. It is embedded and installed at the jointing boundary between B1 and the second base material B2.

図9に示す本発明の実施例6の埋め込み型アンカー補助材においても、実施例5と同様、下方の傾斜周部12と、上方の傾斜周部13との間には、所定の高さ(軸方向長さ)で上下方向の貫通孔10周りに同心形成された、円周面からなる側周部11Rが形成される。実施例6の埋め込み型アンカー補助材においては、前記下方の傾斜周部13、及び上方の傾斜周部12が、いずれも中央断面において所定以上の曲率Cを有する部分球からなる。 Also in the implantable anchor auxiliary material of the sixth embodiment of the present invention shown in FIG. 9, as in the fifth embodiment, a predetermined height (between the lower inclined peripheral portion 12 and the upper inclined peripheral portion 13 ( A side peripheral portion 11R formed of a circumferential surface is formed concentrically around the through hole 10 in the vertical direction (axial length). In the embedded anchor auxiliary material of Example 6, both the lower inclined peripheral portion 13 and the upper inclined peripheral portion 12 are partial spheres having a curvature C of a predetermined value or more in the central cross section.

このアンカー体は、第一母材B1の母材表面BF1と、第二母材B2の母材表面BF2の境界面BFとの間に側周部11Rが跨がるように、第一母材B1と第二母材B2の継ぎ打設境界に埋め込み設置される。 This anchor body includes a first base material B such that the side peripheral portion 11R extends between the base material surface BF1 of the first base material B1 and the boundary surface BF of the base material surface BF2 of the second base material B2. It is embedded and installed at the jointing boundary between B1 and the second base material B2.

その他本発明は上述した実施例に限定されることなく、本発明の趣旨を逸脱しない範囲で適宜の形状変更、一体ないし別体構成による組み合わせ点数の変更、材質変更、付属形状ないし付属部品の付加、一部形状ないし一部部品の削除、高知の部品との組み合わせ、ないし置換が可能である。 Others The present invention is not limited to the above-described embodiments, and is appropriately changed in shape without departing from the spirit of the present invention, the number of combined points is changed by an integral or separate structure, the material is changed, and the attached shape or attached parts are added. It is possible to delete a part of the shape or part of the part, combine it with a part of Kochi, or replace it.

回転体1
貫通孔10
側周部11R
傾斜周部12、下方の傾斜周部12
面取り部120
外境界端122
縁径122D、縁径132D
上方の傾斜周部13、傾斜周部13
面取り部130
外境界端132
押圧ナット3
押圧板31
ナット本体32
螺子孔30
アンカー筋A
アンカー筋径AD
回転軸A1
母材B
第一母材B1
第二母材B2
開口部BD
母材表面BF
母材表面BF1
母材表面BF2
曲率C
母材表面BF、境界面BF
アンカー筋A1
樹脂接着剤G
Rotating body 1
Through hole 10
Side circumference 11R
Inclined peripheral portion 12, lower inclined peripheral portion 12
Chamfer 120
Outer boundary edge 122
Edge diameter 122D, edge diameter 132D
Upper inclined peripheral portion 13, inclined peripheral portion 13
Chamfer 130
Outer boundary edge 132
Push nut 3
Pressing plate 31
Nut body 32
Screw hole 30
Anchor muscle A
Anchor muscle diameter AD
Rotation axis A1
Base material B
First base material B1
Second base material B2
Opening BD
Base material surface BF
Base material surface BF1
Base material surface BF2
Curvature C
Base material surface BF, boundary surface BF
Anchor muscle A1
Resin adhesive G

Claims (7)

上下方向の貫通孔周りに同心形成された同心形成された、円形の側周部と、
下方先端を頂部として側周部から頂部へ向かって曲面形成された、円錐面又は半球面からなる傾斜周部と、を具備して構成される、中実の回転体と、
回転体の回転軸に沿って上下に貫通する貫通孔とから構成され、母材の母材表面の近傍に埋め込み設置されるアンカー体であって、
貫通孔の孔端と回転体の頂部との間には、貫通孔の孔端の全周に亘って、上下端を曲面とする面取り部が形成されてなり、
アンカー筋が埋設固定されると共に母材表面へ向けてアンカー筋周りに拡がる開口部が形成された母材に対し、
前記アンカー体は、貫通孔内にアンカー筋を挿通させた状態で、開口部内に埋め込まれ、かつ、側周部よりも上部の構造体から下方への押圧力を受けた状態で母材表面の近傍に埋め込み設置されるものであり、
アンカー体が埋め込み設置された状態において、側周部よりも上部のアンカー筋がせん断力を受けたときに、アンカー体は、アンカー体の重心位置を回転中心として、回転軸を通る中央断面視にて一回転方向に回転するように傾倒することで、アンカー体の回転体の傾斜周部の一側部が、当該一側部に対向する開口部の一部に面圧接することを特徴とする、埋め込み型アンカー補助材。
A circular side peripheral portion formed concentrically around the through hole in the vertical direction,
A solid rotating body, comprising a slanted peripheral portion formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion to the top portion with the lower tip as the top portion,
An anchor body that is configured by a through hole that vertically penetrates along the rotation axis of the rotating body, and is embedded and installed in the vicinity of the base material surface of the base material,
Between the hole end of the through hole and the top of the rotating body, a chamfered portion having upper and lower ends as curved surfaces is formed over the entire circumference of the hole end of the through hole,
For the base material in which the anchor bar is embedded and fixed and the opening that expands around the anchor bar toward the base material surface is formed,
The anchor body is embedded in the opening in a state in which the anchor muscle is inserted in the through hole, and the base material surface of the base material surface in a state of being pressed downward from the structure above the side peripheral portion. It is embedded and installed in the vicinity,
When the anchor body is embedded and installed, when the anchor muscle above the side circumference receives a shearing force, the anchor body is centered on the center of gravity of the anchor body as the center of rotation, and the anchor body has a central cross-sectional view passing through the rotation axis. By tilting so as to rotate in one rotation direction, one side portion of the inclined peripheral portion of the rotating body of the anchor body comes into surface pressure contact with a part of the opening portion facing the one side portion. , Embedded anchor auxiliary material.
傾斜周部の下端と接する面取り部の外境界端は、アンカー筋のアンカー筋径に対して102%〜120%の範囲内の縁径の縁円を形成する、請求項1記載の埋め込み型アンカー補助材。 The implantable anchor according to claim 1 , wherein an outer boundary end of the chamfered portion that contacts the lower end of the inclined peripheral portion forms an edge circle having an edge diameter within a range of 102% to 120% with respect to the anchor muscle diameter of the anchor muscle. Auxiliary material. 前記中実の回転体は、
上下方向の貫通孔周りに同心形成された、円形の側周部を周縁とする、平坦な天面と、
下方先端を頂部として天面の側周部から頂部へ向かって曲面形成された、円錐面からなる傾斜周部とを具備して構成され、
傾斜周部の下端から上端までをつないだ外形の傾き線と軸線との間に形成される仰角が、40度以上50度以下の範囲に設定される、請求項1又は2に記載の埋め込み型アンカー補助材。
The solid rotating body is
A flat top surface, which is concentrically formed around the through-hole in the up-down direction and has a circular side peripheral portion as a peripheral edge,
A sloped peripheral portion formed of a conical surface, the curved surface being formed from the side peripheral portion of the top surface to the top portion with the lower tip as the top portion,
The embedded type according to claim 1 or 2, wherein an elevation angle formed between an inclination line of an outer shape connecting the lower end to the upper end of the inclined peripheral portion and an axis line is set in a range of 40 degrees or more and 50 degrees or less. Anchor auxiliary material.
前記傾斜周部が、中央断面において所定以上の曲率を有する部分からなる、請求項1又は2に記載の埋め込み型アンカー補助材。 The embedded anchor auxiliary material according to claim 1 or 2 , wherein the inclined peripheral portion is a partial sphere having a curvature of a predetermined value or more in a central cross section. 上下方向の貫通孔周りに同心形成された、円形の側周部と、
下方先端を頂部として側周部から下頂部へ向かって曲面形成された、円錐面又は半球面からなる下方の傾斜周部と、
上方先端を頂部として側周部から上頂部へ向かって曲面形成された、円錐面又は半球面からなる上方の傾斜周部とを具備して構成される、中実の回転体と、
回転体の回転軸に沿って上下に貫通する貫通孔とから構成され、
第一母材と第二母材の境界に恒久的に埋め込み設置されるアンカー体であって、
貫通孔の孔下端と回転体の下頂部との間、及び、貫通孔の孔上端と回転体の上頂部との間には、貫通孔の孔端の全周に亘って、上下端を曲面とする面取り部が形成されてなり、
アンカー筋が埋設固定されると共に母材表面へ向けてアンカー筋周りに拡がる開口部が形成された第一母材に対し、
前記アンカー体は、貫通孔内にアンカー筋を挿通させた状態で、開口部内に埋め込まれ、かつ、側周部よりも上部に継ぎ打設される第二母材からなる構造体から下方への押圧力を受けた状態で第一母材と第二母材の境界面に跨って埋め込み設置されるものであり、
アンカー体が第一母材,第二母材内に埋め込み設置された状態において、側周部よりも上部のアンカー筋がせん断力を受けたときに、アンカー体は、アンカー体の重心位置を回転中心として、回転軸を通る中央断面視にて一回転方向に回転するように傾倒することで、
アンカー体の回転体の下方の傾斜周部の一側部が、当該一側部に対向する第一母材の開口部の一部に面圧接すると共に、
アンカー体の回転体の上方の傾斜周部の他側部が、当該他側部に対向する第二母材の開口部の一部に面圧接することを特徴とする、埋め込み型アンカー補助材。
A circular side peripheral portion formed concentrically around the through hole in the up-and-down direction,
A downward inclined peripheral portion formed of a conical surface or a hemispherical surface, which is curved from the side peripheral portion to the lower top portion with the lower tip as the apex,
A solid rotating body, comprising a curved surface formed from the side peripheral portion to the upper top portion with the upper tip as the apex, and comprising an upper inclined peripheral portion formed of a conical surface or a hemispherical surface,
It is composed of a through hole that penetrates vertically along the rotation axis of the rotating body,
An anchor body that is permanently embedded and installed at the boundary between the first base material and the second base material,
Between the lower end of the through hole and the lower apex of the rotating body, and between the upper end of the through hole and the upper apex of the rotating body, the upper and lower ends are curved over the entire circumference of the hole end of the through hole. The chamfered part to be formed is formed,
For the first base material in which the anchor bar is embedded and fixed and the opening that expands around the anchor bar toward the surface of the base material is formed,
The anchor body is embedded in the opening in a state in which the anchor muscle is inserted in the through hole, and the anchor body is downwardly sewn from the structure made of the second base material spliced to the upper portion of the side peripheral portion. It is installed embedded over the boundary surface between the first base material and the second base material in the state of receiving the pressing force,
When the anchor body is embedded and installed in the first base material and the second base material, the anchor body rotates about the center of gravity of the anchor body when the anchor muscle above the lateral circumference receives a shearing force. As the center, by tilting to rotate in one rotation direction in the central cross-sectional view passing through the rotation axis,
One side part of the lower inclined peripheral part of the rotating body of the anchor body is in surface pressure contact with a part of the opening of the first base material facing the one side part,
The embedded anchor auxiliary material, wherein the other side portion of the inclined peripheral portion of the anchor body above the rotating body is in surface pressure contact with a part of the opening of the second base material facing the other side portion.
貫通孔の孔下端と回転体の下頂部との間には、貫通孔の孔端の全周に亘って、上下端を曲面とする面取り部が形成され、
貫通孔の孔上端と回転体の上頂部との間には、貫通孔の孔端の全周に亘って、上下端を曲面とする面取り部が形成され、
傾斜周部の下端と接する面取り部の外境界端、並びに、傾斜周部の上端と接する面取り部の外境界端は、共に、アンカー筋のアンカー筋径に対して102%〜120%の範囲内の共通する縁径の縁円を形成する、請求項5記載の埋め込み型アンカー補助材。
Between the hole lower end of the through hole and the lower apex of the rotating body, a chamfered portion having curved upper and lower ends is formed over the entire circumference of the hole end of the through hole,
Between the hole upper end of the through hole and the upper apex of the rotating body, a chamfered portion having upper and lower ends as curved surfaces is formed over the entire circumference of the hole end of the through hole,
The outer boundary edge of each chamfered portion in contact with the lower end of the inclined peripheral portion and the outer boundary edge of each chamfered portion in contact with the upper end of the inclined peripheral portion are both 102% to 120% of the anchor muscle diameter of the anchor muscle. The implantable anchor aid of claim 5, forming an edge circle with a common edge diameter within the range.
下方の傾斜周部と、上方の傾斜周部との間には、所定の高さで上下方向の貫通孔周りに同心形成された、円周面からなる側周部が形成され、
前記アンカー体は、第一母材の母材表面と、第二母材の母材表面の境界面との間に側周部が跨がるように、第一母材と第二母材の継ぎ打設境界に埋め込み設置される、請求項5又は6に記載の埋め込み型アンカー補助材。
Between the lower inclined peripheral portion and the upper inclined peripheral portion, a side peripheral portion formed of a circumferential surface is formed concentrically around the through hole in the vertical direction at a predetermined height,
The anchor body, the base material surface of the first base material, the first base material and the second base material of the second base material, so that the lateral peripheral portion across the boundary surface of the base material surface of the second base material. The embedded anchor auxiliary material according to claim 5 or 6, which is embedded and installed at a splicing boundary.
JP2017141391A 2017-07-21 2017-07-21 Embedded anchor aid Active JP6731204B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017141391A JP6731204B2 (en) 2017-07-21 2017-07-21 Embedded anchor aid

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017141391A JP6731204B2 (en) 2017-07-21 2017-07-21 Embedded anchor aid

Publications (2)

Publication Number Publication Date
JP2019019638A JP2019019638A (en) 2019-02-07
JP6731204B2 true JP6731204B2 (en) 2020-07-29

Family

ID=65355425

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017141391A Active JP6731204B2 (en) 2017-07-21 2017-07-21 Embedded anchor aid

Country Status (1)

Country Link
JP (1) JP6731204B2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0827823A (en) * 1994-07-18 1996-01-30 Oike:Kk Concrete product and hanging method thereof
JP3042765B2 (en) * 1995-10-31 2000-05-22 素臣 尾形 Method and apparatus for fixing metal member to concrete, and shear bearing ring
JP4485678B2 (en) * 2000-12-28 2010-06-23 石川島建材工業株式会社 Joints for concrete structures and joint structures for concrete structures
JP4189292B2 (en) * 2003-10-02 2008-12-03 等 塩原 Shear resistance type fixing device

Also Published As

Publication number Publication date
JP2019019638A (en) 2019-02-07

Similar Documents

Publication Publication Date Title
CN109989532A (en) A kind of push-in connector
JP4652400B2 (en) Cantilever plate joint
JP6731204B2 (en) Embedded anchor aid
JP2002146923A (en) Anchorage structure of exposed column base
JP6059555B2 (en) Mobilization method for existing bearings
JPH0643314Y2 (en) Tension end fixing device
JP3190056U (en) Steel column base fixation structure in steel column base rigid frame structure
JP6836476B2 (en) Reinforced concrete structure
JP2000160576A (en) Head part connecting structure of cylindrical ready- made pile member
JP6924639B2 (en) Pile head connection structure
CN107326802B (en) Round table top support
JP2004068304A (en) End fixed construction of constituent in reinforced concrete building
JP2007064413A (en) Bearing device
KR101687657B1 (en) Separable steel pipe pile for small horizontal displacement
JP2019190224A (en) Separation device for reinforcing expansion joint
JP6704260B2 (en) Parent rope
JP7246971B2 (en) Column base hardware and column base structure
JP7123317B2 (en) Mounting structure for pipe structure and pipe structure
CN218466525U (en) Anchor tail cone and anchor rod device with same
JP7417083B2 (en) Contact members, joining structure, and joining method of members
JP5360971B2 (en) Pile cap and pile cap / pile head joint structure
KR101974051B1 (en) Bridge bearing appratus
JP2009281002A (en) Spread foundation and spread foundation structure
JPH033638Y2 (en)
JP2022087641A (en) Reinforcing bar anchoring structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190801

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20190801

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20190905

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20191001

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20191130

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200127

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200331

R155 Notification before disposition of declining of application

Free format text: JAPANESE INTERMEDIATE CODE: R155

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200701

R150 Certificate of patent or registration of utility model

Ref document number: 6731204

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250