[go: up one dir, main page]

JP5290881B2 - Anchor bolt - Google Patents

Anchor bolt Download PDF

Info

Publication number
JP5290881B2
JP5290881B2 JP2009144481A JP2009144481A JP5290881B2 JP 5290881 B2 JP5290881 B2 JP 5290881B2 JP 2009144481 A JP2009144481 A JP 2009144481A JP 2009144481 A JP2009144481 A JP 2009144481A JP 5290881 B2 JP5290881 B2 JP 5290881B2
Authority
JP
Japan
Prior art keywords
anchor bolt
embedded
exposed
exposed portion
reinforcing rib
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
JP2009144481A
Other languages
Japanese (ja)
Other versions
JP2011001997A (en
Inventor
善午 後藤
Original Assignee
善午 後藤
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 善午 後藤 filed Critical 善午 後藤
Priority to JP2009144481A priority Critical patent/JP5290881B2/en
Publication of JP2011001997A publication Critical patent/JP2011001997A/en
Application granted granted Critical
Publication of JP5290881B2 publication Critical patent/JP5290881B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)

Description

本発明は、離脱防止手段を備えた、アンカーボルトに関する。   The present invention relates to an anchor bolt provided with a detachment preventing means.

従来のアンカーボルトとして、特許文献1のボルトユニットとして形成されたアンカーボルトがあった。これによると、ボルトユニットは、ボルトと嵌入体とを備えており、ボルトは、ボルトの後端面から軸方向に向かって貫通し、先端部の内径が他の部分より小に形成された嵌入孔と、ボルトの先端部に所定間隔に形成された複数のスリットと、を有し、嵌入体は、嵌入孔に嵌入可能な軸部と、先端部がテーパ状に形成された先端テーパ部と、を有し、嵌入体を嵌入孔に嵌入した際に先端テーパ部でボルトの先端部を半径方向に拡大するように構成していた。   As a conventional anchor bolt, there was an anchor bolt formed as a bolt unit of Patent Document 1. According to this, the bolt unit includes a bolt and an insertion body, and the bolt penetrates from the rear end surface of the bolt in the axial direction, and the inner diameter of the tip portion is formed smaller than the other portion. And a plurality of slits formed at a predetermined interval at the front end of the bolt, and the insertion body includes a shaft portion that can be inserted into the insertion hole, a front end taper portion in which the front end portion is formed in a taper shape, When the insertion body is inserted into the insertion hole, the front end portion of the bolt is expanded in the radial direction by the front end taper portion.

特開2005−325948号公報JP 2005-325948 A

前記従来のアンカーボルトでは、ボルトに嵌入孔と複数のスリットを形成し、嵌入体にもテーパを施す必要があり、製造工程が多いうえ、コストも高くなっていた。また、嵌入孔があるのでアンカーボルトが中空となるため、強度が弱くなる。さらに、ボルトの先端部を半径方向に拡大することは、アンカーボルトの抜け防止には有効であるが、ナットをアンカーボルトに締め付けるときに、ナットとともにアンカーボルトが回転してしまうという問題があった。   In the conventional anchor bolt, it is necessary to form an insertion hole and a plurality of slits in the bolt and to taper the insertion body, and there are many manufacturing processes and the cost is high. Moreover, since there is an insertion hole, the anchor bolt becomes hollow, so the strength is weakened. Furthermore, expanding the tip of the bolt in the radial direction is effective for preventing the anchor bolt from coming off, but when the nut is fastened to the anchor bolt, the anchor bolt rotates with the nut. .

本発明は上記事情に鑑み、低コストで強度が強く、ナットをアンカーボルトに締め付ける時などに生じる、アンカーボルトの回転を防止できるアンカーボルトを提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide an anchor bolt capable of preventing the rotation of the anchor bolt, which occurs when the nut is fastened to the anchor bolt at a low cost.

請求項1記載のアンカーボルトは、設置面の下に埋め込まれる埋込部と、該埋込部から上方へ伸び該設置面の上に露出する露出部と、該露出部の上端部に螺着されるナット部材と、該露出部の上端部に形成されて該ナット部材が螺着される雄ねじ部と、該露出部の下端部に該露出部の軸線に対して直交するように設けられた受圧板部と、を備え、
該埋込部と該露出部は中実で円柱状に形成され、
該埋込部は、軸線に沿って外周面から突出するとともに該埋込部の該外周面に、等間隔に複数形成される補強リブと、各該補強リブに対して線対称又は非線対称に、断続螺旋状に形成され該外周面から突出する斜めリブと、有し、
該斜めリブは、該補強リブとは該埋込部の周方向において間隔が設けられていることを特徴とする。
The anchor bolt according to claim 1, wherein the anchor portion is embedded under the installation surface, the exposed portion extends upward from the embedded portion and is exposed on the installation surface, and is screwed to the upper end portion of the exposure portion. A nut member formed on the upper end portion of the exposed portion, and a male screw portion to which the nut member is screwed, and a lower end portion of the exposed portion provided perpendicular to the axis of the exposed portion. A pressure receiving plate portion ,
The embedded portion and the exposed portion are formed in a solid and cylindrical shape,
The embedded portion protrudes from the outer peripheral surface along the axis , and a plurality of reinforcing ribs formed at equal intervals on the outer peripheral surface of the embedded portion, and line symmetric or non-line symmetric with respect to each reinforcing rib And an oblique rib formed in an intermittent spiral and projecting from the outer peripheral surface ,
The diagonal ribs are characterized in that the reinforcing ribs are spaced from each other in the circumferential direction of the embedded portion .

請求項記載のアンカーボルトは、該埋込部の下端部が先細りの円錐状に形成されていることを特徴とする。 The anchor bolt according to claim 2 is characterized in that a lower end portion of the embedded portion is formed in a tapered conical shape.

請求項1記載のアンカーボルトでは、埋込部と露出部が、中実であるので、嵌入孔を設けたり、嵌入体を製作したりする必要がなく、製造工程とコストを削減し、強度を強くすることができる。また、埋込部が軸線に沿って外周面から突出する補強リブを有するので、ナット締め付け時などにおけるアンカーボルトの回転を防止することができる。   In the anchor bolt according to claim 1, since the embedded portion and the exposed portion are solid, it is not necessary to provide an insertion hole or to manufacture an insertion body, reducing the manufacturing process and cost, and increasing the strength. Can be strong. In addition, since the embedded portion has the reinforcing rib that protrudes from the outer peripheral surface along the axis, rotation of the anchor bolt at the time of tightening the nut can be prevented.

また、補強リブを等間隔に複数設けたので、アンカーボルトの回転防止のさらなる向上を期待できる。 In addition , since a plurality of reinforcing ribs are provided at equal intervals, further improvement in prevention of anchor bolt rotation can be expected.

また、受圧板部とナット部材の間にブラケット、等辺山形鋼(アングル)又はプレート等の取付部材を挟持するような場合に、ナット締め付け時のアンカーボルトの回転を、補強リブの突出により防止することができる。また、ナットによる強固な締め付けによって、ブラケット、等辺山形鋼(アングル)又はプレート等の取付部材の下面が、受圧板部を設置面に押し付け、固着する効果を期待できる。 In addition , when a mounting member such as a bracket, equilateral angle steel (angle), or plate is sandwiched between the pressure receiving plate portion and the nut member, the rotation of the anchor bolt during tightening of the nut is prevented by the protrusion of the reinforcing rib. be able to. In addition, by tightening firmly with the nut, it is possible to expect an effect that the lower surface of the mounting member such as a bracket, an equilateral angle steel (angle), or a plate presses the pressure receiving plate portion against the installation surface and adheres.

また、各補強リブに対して線対称に、断続螺旋状に形成され埋込部の外周面から突出する、斜めリブを備えることで、アンカーボルトの上下方向の抜け防止と、ナット締め付け時などにおける回転防止効果を高めることができる。In addition, by providing diagonal ribs that are formed in an intermittent spiral and projecting from the outer peripheral surface of the embedded portion in line symmetry with respect to each reinforcing rib, it is possible to prevent anchor bolts from coming off in the vertical direction and during nut tightening. The rotation prevention effect can be enhanced.

また、埋込部の下端部が先細りの円錐形に形成されていることで、埋込部を設置面に打ち込む際の力を軽減することができる。Further, since the lower end portion of the embedded portion is formed in a tapered conical shape, it is possible to reduce the force when the embedded portion is driven into the installation surface.

本発明の第1の実施形態のアンカーボルトの(a)は正面図、(b)は底面図。(A) of the anchor bolt of the 1st Embodiment of this invention is a front view, (b) is a bottom view. 本発明の第2の実施形態のアンカーボルトの正面図。The front view of the anchor bolt of the 2nd Embodiment of this invention. 本発明の第3の実施形態のアンカーボルトの正面図。The front view of the anchor bolt of the 3rd Embodiment of this invention. 図3のアンカーボルトを使用して固定する車輪止め装置の斜視図。The perspective view of the wheel stopper which fixes using the anchor bolt of FIG. 図3のアンカーボルトと車輪止め装置との締め付け部分の断面図。Sectional drawing of the clamp | tightening part of the anchor bolt of FIG. 3 and a wheel stopper. 図3のアンカーボルトを打ち込む時の状態図。The state figure at the time of driving in the anchor bolt of FIG. 本発明の第4の実施形態のアンカーボルトの(a)は正面図、(b)は底面図。(A) of the anchor bolt of the 4th Embodiment of this invention is a front view, (b) is a bottom view. 本発明の第5の実施形態のアンカーボルトの(a)は正面図、(b)は底面図。(A) of the anchor bolt of the 5th Embodiment of this invention is a front view, (b) is a bottom view.

以下、本発明の実施形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明の第1の実施形態のアンカーボルト1の(a)は正面図、(b)は底面図である。図1に示すとおり、アンカーボルト1は金属製で、土、アスファルト、コンクリート等の設置面15下に埋め込まれる埋込部3と、埋込部3から上方に伸びて設置面15上に露出する露出部2とからなる。埋込部3と露出部2は、中実で円柱状に一体成形される。露出部2の直径は、埋込部3の直径より小さく形成される。   1A is a front view and FIG. 1B is a bottom view of an anchor bolt 1 according to a first embodiment of the present invention. As shown in FIG. 1, the anchor bolt 1 is made of metal, and is embedded on the installation surface 15 made of earth, asphalt, concrete, or the like, and extends upward from the embedded portion 3 to be exposed on the installation surface 15. It consists of an exposed portion 2. The embedded portion 3 and the exposed portion 2 are integrally formed in a solid and cylindrical shape. The diameter of the exposed portion 2 is formed smaller than the diameter of the embedded portion 3.

露出部2は上端部から略中央部までナット部材8が螺着される雄ねじ部7を有し、下端部に露出部2の軸線に対して直交するように設けられた円板状の受圧板部5を有する。受圧板部5の直径は、埋込部3の直径より大きく形成される。受圧板部5は、露出部2、埋込部3と一体成形してもよく、ワッシャー部材を溶接して形成してもよい。ワッシャー部材を溶接する場合には、部品点数が増加するが加工が容易になり、生産性が高まる。   The exposed portion 2 has a male threaded portion 7 to which a nut member 8 is screwed from the upper end portion to the substantially central portion, and a disc-shaped pressure receiving plate provided at the lower end portion so as to be orthogonal to the axis of the exposed portion 2 Part 5. The diameter of the pressure receiving plate portion 5 is formed larger than the diameter of the embedded portion 3. The pressure receiving plate portion 5 may be formed integrally with the exposed portion 2 and the embedded portion 3 or may be formed by welding a washer member. When the washer member is welded, the number of parts increases, but the processing becomes easy and the productivity increases.

埋込部3には、軸線に沿って埋込部3の外周面の上端部から下端部まで、第1の補強リブ4が設けられる。図1(b)に示すとおり、第1の補強リブ4は、外周面に底面視における断面が矩形状に形成され、半径方向外側に突出して設けられる。   The embedded portion 3 is provided with a first reinforcing rib 4 from the upper end portion to the lower end portion of the outer peripheral surface of the embedded portion 3 along the axis. As shown in FIG. 1B, the first reinforcing rib 4 has a rectangular cross section in the bottom view on the outer peripheral surface, and is provided to protrude radially outward.

本実施形態では、第1の補強リブ4を埋込部3の外周面に二か所等間隔に対向するように設けている。これにより、アンカーボルト1の打ち込み時に、第1の補強リブ4により、設置面15に設けられた下穴に、第1の補強リブ4と同形の溝が等間隔に形成されることになる。ここで下穴とは、コンクリート等の固い設置面にアンカーボルトを打ち込む前に、アンカーボルトの、設置面下に埋め込まれる部分の長さと同程度の深さの穴をドリル等であけたものをいう。アンカーボルト1の第1の補強リブ4は、先に打ち込まれた埋込部3の先端部の第1の補強リブ4が形成した溝に誘導、保持されるため、アンカーボルト1は打ち込み易くなる。また、第1の補強リブ4は、底面視における断面が矩形状に形成されて、アンカーボルト1の略直径方向に沿った面を有するので、アンカーボルト1を回そうとする力を、その力に略直交する面で受け止めるため、よりアンカーボルト1が回転しにくくなる。さらに、第1の補強リブ4の突出分だけ断面積が増加するのでアンカーボルト1を折れにくくすることができる。   In the present embodiment, the first reinforcing rib 4 is provided so as to face the outer peripheral surface of the embedded portion 3 at two equal intervals. Thereby, when the anchor bolt 1 is driven, grooves having the same shape as the first reinforcing rib 4 are formed at equal intervals in the prepared holes provided in the installation surface 15 by the first reinforcing rib 4. Here, the pilot hole is a hole that has been drilled with a hole that has the same depth as the part of the anchor bolt embedded under the installation surface before the anchor bolt is driven into a hard installation surface such as concrete. Say. Since the first reinforcing rib 4 of the anchor bolt 1 is guided and held in the groove formed by the first reinforcing rib 4 at the tip of the embedded portion 3 that has been previously driven, the anchor bolt 1 can be easily driven. . Further, since the first reinforcing rib 4 has a rectangular cross section when viewed from the bottom and has a surface along the substantially diametrical direction of the anchor bolt 1, the force for turning the anchor bolt 1 can be reduced by the force. Therefore, the anchor bolt 1 is more difficult to rotate. Furthermore, since the cross-sectional area increases by the amount of protrusion of the first reinforcing rib 4, the anchor bolt 1 can be made difficult to break.

図2は、本発明の第2の実施形態のアンカーボルト1aの正面図である。第2の実施形態では、埋込部3に、図2に示すように下端部を先細りの円錐状に形成した円錐部10を設けている。これにより、アンカーボルト1aをコンクリート等にあけた下穴よりさらに深く打ち込む場合に、先端部に打ち込む力を集中させることができるので、打ち込む際の力を軽減できる。なお、円錐部10には、第1の補強リブ4、後述する斜めリブ6を、設けない。   FIG. 2 is a front view of an anchor bolt 1a according to the second embodiment of the present invention. In the second embodiment, the embedded portion 3 is provided with a conical portion 10 having a lower end portion formed in a tapered conical shape as shown in FIG. As a result, when the anchor bolt 1a is driven deeper than the prepared hole formed in the concrete or the like, the force applied to the tip portion can be concentrated, so that the force required for driving can be reduced. The conical portion 10 is not provided with the first reinforcing rib 4 and the oblique rib 6 described later.

図3は、本発明の第3の実施形態のアンカーボルト1bの正面図である。図3に示すように、アンカーボルト1bの埋込部3には、第1の補強リブ4に対して線対称に、断続螺旋状に形成され外周面から突出する、斜めリブ6を複数設けている。本実施形態では、斜めリブ6は、埋込部3の軸線に沿った面で切断したときの断面が三角形状になるように形成され、第1の補強リブ4に対して線対称に設けているが、これらにはこだわらない。たとえば、斜めリブ6を埋込部3の軸線に沿った面で切断したときの断面が矩形状になるように形成したり、埋込部3の軸線に沿った面で切断したときの断面が半円形状になるように形成したり、第1の補強リブ4に対して非線対称に設けてもよい。第1の補強リブ4との組み合わせにより第1の補強リブ4の効果に加え、外周面に多数の突出が存在することになるので、アンカーボルト1bの抜け防止及び折れ防止、さらには回転防止の効果の向上を図ることができる。   FIG. 3 is a front view of an anchor bolt 1b according to a third embodiment of the present invention. As shown in FIG. 3, the embedded portion 3 of the anchor bolt 1 b is provided with a plurality of oblique ribs 6 that are formed in an intermittent spiral and project from the outer peripheral surface in line symmetry with respect to the first reinforcing rib 4. Yes. In the present embodiment, the oblique rib 6 is formed so that the cross section when cut along a plane along the axis of the embedded portion 3 is triangular, and is provided symmetrically with respect to the first reinforcing rib 4. But don't stick to these. For example, a cross section when the oblique rib 6 is cut along a plane along the axis of the embedded portion 3 is formed in a rectangular shape, or a cross section when cut along the plane along the axis of the embedded portion 3 is A semicircular shape may be formed, or the first reinforcing rib 4 may be provided non-symmetrically. In addition to the effects of the first reinforcing rib 4 due to the combination with the first reinforcing rib 4, there are a large number of protrusions on the outer peripheral surface, so that the anchor bolt 1 b can be prevented from coming off and broken, and further prevented from rotating. The effect can be improved.

次に、図4〜6に基づいて、図3に示すアンカーボルト1bを使用し、車輪止め装置11を設置する方法を説明する。   Next, based on FIGS. 4-6, the method to install the wheel stopper 11 using the anchor bolt 1b shown in FIG. 3 is demonstrated.

まず、設置場所の設置面15に車輪止め装置11の係止孔部13の位置に合わせてドリル等で図示しない下穴をあけ、切りくずや切り粉を取出して穴の中をきれいにしておく。次に、設置面15に対して垂直にアンカーボルト1bを打ち込む。このとき、露出部2をハンマー等で直接打ち込むと雄ねじ部7のねじ山がつぶれたり、露出部2自体が曲がったりしてしまう。よって、図6に示すように、露出部2の直径より大きく、受圧板部5の直径より小さく加工された内径をもつ中空の打ち込み用パイプ16を、露出部2に被せて打ち込むようにする。   First, a pilot hole (not shown) is drilled on the installation surface 15 of the installation location with a drill or the like in accordance with the position of the locking hole portion 13 of the wheel stopper device 11, and chips and chips are taken out to clean the hole. . Next, the anchor bolt 1 b is driven perpendicular to the installation surface 15. At this time, when the exposed portion 2 is directly driven with a hammer or the like, the screw thread of the male screw portion 7 is crushed or the exposed portion 2 itself is bent. Therefore, as shown in FIG. 6, a hollow driving pipe 16 having an inner diameter that is larger than the diameter of the exposed portion 2 and smaller than the diameter of the pressure receiving plate portion 5 is driven over the exposed portion 2.

打ち込み作業により、設置面15から露出部2のみが露出した状態にしたら、車輪止め装置11の係止孔部13とアンカーボルト1bの露出部2を位置合わせする。そして、係止孔部13に露出部2を通し設置面15に車輪止め装置11を仮置き状態にする。   When only the exposed portion 2 is exposed from the installation surface 15 by the driving operation, the locking hole portion 13 of the wheel stopper device 11 and the exposed portion 2 of the anchor bolt 1b are aligned. Then, the wheel stopper 11 is temporarily placed on the installation surface 15 through the exposed portion 2 through the locking hole 13.

露出部2の直径は、略正方形状をなす係止孔部13の一辺の長さより小さく、受圧板部5の直径は、係止孔部13の一辺の長さより大きく形成されている。よって、露出部2のみが係止孔部13を通り、受圧板部5から係止孔部13が完全にずれてしまうこともない。先ず、係止孔周縁部14を傷つけないようにするため、ワッシャー9を露出部2の上端部から通す。次に、ナット部材8を雄ねじ部7に螺合することで、受圧板部5の上面と係止孔周縁部14の下面が接し、ワッシャー9を介してナット部材8の下面が係止孔周縁部14の上面を押圧することになる。よって、ワッシャー9を介してナット部材8と受圧板部5とで、係止孔周縁部14が挟持され、車輪止め装置11が設置面15に固定される。なお、係止孔周縁部14の厚さや、雄ねじ部7の形成具合によっては、ワッシャー9を用いなくてもよい。車輪止め装置11には、車の車輪がぶつかることで衝撃が加わるが、アンカーボルト1bは第1の補強リブ4、斜めリブ6により強度を増しているので、アンカーボルト1bが折れて、車輪止め装置11が設置面15から外れるおそれを減少させることができる。   The diameter of the exposed portion 2 is smaller than the length of one side of the locking hole portion 13 having a substantially square shape, and the diameter of the pressure receiving plate portion 5 is larger than the length of one side of the locking hole portion 13. Therefore, only the exposed portion 2 passes through the locking hole portion 13, and the locking hole portion 13 is not completely displaced from the pressure receiving plate portion 5. First, the washer 9 is passed from the upper end of the exposed portion 2 so as not to damage the peripheral edge 14 of the locking hole. Next, by screwing the nut member 8 to the male threaded portion 7, the upper surface of the pressure receiving plate portion 5 comes into contact with the lower surface of the locking hole peripheral portion 14, and the lower surface of the nut member 8 is connected to the locking hole peripheral edge via the washer 9. The upper surface of the part 14 is pressed. Therefore, the locking hole peripheral portion 14 is sandwiched between the nut member 8 and the pressure receiving plate portion 5 via the washer 9, and the wheel stopper device 11 is fixed to the installation surface 15. Note that the washer 9 may not be used depending on the thickness of the locking hole peripheral portion 14 and the formation of the male screw portion 7. Although the impact is applied to the wheel stopper 11 when the wheel of the vehicle hits, the anchor bolt 1b is increased in strength by the first reinforcing rib 4 and the oblique rib 6, so the anchor bolt 1b is broken and the wheel stopper is stopped. The possibility that the device 11 is detached from the installation surface 15 can be reduced.

図7は、本発明の第4の実施形態のアンカーボルト1cの(a)は正面図、(b)は底面図である。図7に示すように、アンカーボルト1cは、露出部2と埋込部3と第1の補強リブ4とで構成される。テントを設営するような場合に、設営場所の設置面15に埋込部3を打ち込み、露出部2にロープ等を巻き付けて使用する。この場合、露出部2をリング状に形成したり、取り付けリングを設けたり、軸方向と直交するように穴をあけたりして、ロープ等を通し、巻き付けてもよい。   FIG. 7A is a front view and FIG. 7B is a bottom view of an anchor bolt 1c according to a fourth embodiment of the present invention. As shown in FIG. 7, the anchor bolt 1 c includes an exposed portion 2, an embedded portion 3, and a first reinforcing rib 4. When setting up a tent, the embedded part 3 is driven into the installation surface 15 of the installation place, and a rope or the like is wound around the exposed part 2 for use. In this case, the exposed portion 2 may be formed in a ring shape, an attachment ring may be provided, or a hole may be formed so as to be orthogonal to the axial direction, and a rope or the like may be passed through and wound.

図8は、本発明の第5の実施形態のアンカーボルト1dの(a)は正面図、(b)は底面図である。図8に示すように、アンカーボルト1dには、埋込部3の外周面に第1の補強リブ4を底面視において120度間隔に三か所設けている。三か所の突出があるため、アンカーボルト1dの打ち込み時の安定性、ナット部材8の締め付け時の回転防止、アンカーボルト1dの埋込部3の断面積増加による強度の向上が図れる。さらに、第1の補強リブ4を埋込部3の外周面に、等間隔に四か所、五か所と増やして形成してもよい。   8A is a front view and FIG. 8B is a bottom view of an anchor bolt 1d according to a fifth embodiment of the present invention. As shown in FIG. 8, the anchor bolt 1d is provided with three first reinforcing ribs 4 on the outer peripheral surface of the embedded portion 3 at intervals of 120 degrees in a bottom view. Since there are three protrusions, stability when the anchor bolt 1d is driven, prevention of rotation when the nut member 8 is tightened, and strength improvement by increasing the cross-sectional area of the embedded portion 3 of the anchor bolt 1d can be achieved. Further, the first reinforcing rib 4 may be formed on the outer peripheral surface of the embedded portion 3 by increasing it at four or five locations at equal intervals.

1 アンカーボルト
2 露出部
3 埋込部
4 第1の補強リブ
5 受圧板部
6 斜めリブ
7 雄ねじ部
8 ナット部材
10 円錐部
DESCRIPTION OF SYMBOLS 1 Anchor bolt 2 Exposed part 3 Embedded part 4 1st reinforcement rib 5 Pressure receiving plate part 6 Diagonal rib 7 Male thread part 8 Nut member 10 Conical part

Claims (2)

設置面の下に埋め込まれる埋込部と、該埋込部から上方へ伸び該設置面の上に露出する露出部と、該露出部の上端部に螺着されるナット部材と、該露出部の上端部に形成されて該ナット部材が螺着される雄ねじ部と、該露出部の下端部に該露出部の軸線に対して直交するように設けられた受圧板部と、を備え、
該埋込部と該露出部は中実で円柱状に形成され、
該埋込部は、軸線に沿って外周面から突出するとともに該埋込部の該外周面に、等間隔に複数形成される補強リブと、各該補強リブに対して線対称又は非線対称に、断続螺旋状に形成され該外周面から突出する斜めリブと、有し、
該斜めリブは、該補強リブとは該埋込部の周方向において間隔が設けられていることを特徴とするアンカーボルト。
An embedded portion embedded under the installation surface, an exposed portion extending upward from the embedded portion and exposed on the installation surface, a nut member screwed to an upper end portion of the exposed portion, and the exposed portion A male screw portion formed on the upper end portion of the exposed portion and screwed to the nut member, and a pressure receiving plate portion provided at a lower end portion of the exposed portion so as to be orthogonal to the axis of the exposed portion ,
The embedded portion and the exposed portion are formed in a solid and cylindrical shape,
The embedded portion protrudes from the outer peripheral surface along the axis , and a plurality of reinforcing ribs formed at equal intervals on the outer peripheral surface of the embedded portion, and line symmetric or non-line symmetric with respect to each reinforcing rib And an oblique rib formed in an intermittent spiral and projecting from the outer peripheral surface ,
An anchor bolt, wherein the diagonal rib is spaced from the reinforcing rib in the circumferential direction of the embedded portion .
該埋込部の下端部が先細りの円錐状に形成されていることを特徴とする請求項1記載のアンカーボルト。 2. The anchor bolt according to claim 1, wherein a lower end portion of the embedded portion is formed in a tapered cone shape .
JP2009144481A 2009-06-17 2009-06-17 Anchor bolt Active JP5290881B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009144481A JP5290881B2 (en) 2009-06-17 2009-06-17 Anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009144481A JP5290881B2 (en) 2009-06-17 2009-06-17 Anchor bolt

Publications (2)

Publication Number Publication Date
JP2011001997A JP2011001997A (en) 2011-01-06
JP5290881B2 true JP5290881B2 (en) 2013-09-18

Family

ID=43560123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009144481A Active JP5290881B2 (en) 2009-06-17 2009-06-17 Anchor bolt

Country Status (1)

Country Link
JP (1) JP5290881B2 (en)

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4887453U (en) * 1972-01-28 1973-10-23
JPH01108417U (en) * 1988-01-14 1989-07-21
JP3014045U (en) * 1995-01-27 1995-08-01 三和精機工業有限会社 bolt
JPH09242731A (en) * 1996-03-01 1997-09-16 Sakaki Kogyo:Kk Special bolt for wooden building and metallic material for wooden building
JP2887666B2 (en) * 1996-12-04 1999-04-26 株式会社シェルター Drift pins for building components
JPH10219637A (en) * 1997-02-03 1998-08-18 Nippon Steel Corp Round metal support and manufacturing method thereof
JP3043686U (en) * 1997-05-22 1997-11-28 善助 清家 Anti-rotation bolt for temporary fastening
JP3046453U (en) * 1997-08-22 1998-03-10 株式会社マツショウ Hazard operation change device for automobile
JP3079451U (en) * 2001-02-06 2001-08-17 泰和 楊 screw
JP2003340125A (en) * 2002-05-30 2003-12-02 Samii Kk Illicit opening preventive mechanism of base board case
JP4856727B2 (en) * 2003-08-14 2012-01-18 株式会社 ウエハラ Mounting structure of plate-like members in wooden structures
JP4443945B2 (en) * 2003-08-14 2010-03-31 株式会社 ウエハラ Wood mounting structure
JP2005325948A (en) * 2004-05-14 2005-11-24 Japan Drive-It Co Ltd Bolt unit

Also Published As

Publication number Publication date
JP2011001997A (en) 2011-01-06

Similar Documents

Publication Publication Date Title
US20120311947A1 (en) Expansion anchor
JP2013185704A (en) Lock nut
CN111456784B (en) Constant-resistance anchor cable structure and anchoring method
JP6243814B2 (en) Steel pipe pile joint structure
JP6370284B2 (en) Steel pipe connection structure and steel pipe connection method
JP2009046843A (en) Method for drilling bottomed hole in surface layer part of concrete, and anchor fitting for use in operation of drilling bottomed hole
JP6481555B2 (en) Steel pipe pile joint rotation deterrent structure
JP6479902B2 (en) Steel pipe connection structure
JP5290881B2 (en) Anchor bolt
JP5916780B2 (en) Steel pipe connection structure and steel pipe connection method
JP5926983B2 (en) Reinforcing bar connecting device and reinforcing bar connecting method
JP6144086B2 (en) Steel pipe pile joint structure
JP6475103B2 (en) Foundation pile
JP6502915B2 (en) Connection method of steel pipe piles
JP3960559B1 (en) Reinforcement pipe with pressure plate, ground fall prevention method, and slope reinforcement method
KR102310554B1 (en) Separation Type Anker Bolt Assembly
KR20080093388A (en) Tip extended concrete pile with through bolts installed.
JP5756425B2 (en) Construction method of screw type rotary penetration pile and ground improvement pile
US20170298732A1 (en) Rock bolt
JP2005325948A (en) Bolt unit
TWI688713B (en) Metal expansion anchor
JP2010106598A (en) Reinforcing implement for woody material
JP2006002560A (en) Joint device
JP5925650B2 (en) Post-installed anchor set
WO2022163742A1 (en) Anchor bolt and method for installing same

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20120113

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20121130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20121204

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20130130

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: 20130507

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130606

R150 Certificate of patent or registration of utility model

Ref document number: 5290881

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250