JP2006016952A - Anchor, method for temporarily fixing it, and temporary fixing structure using the same - Google Patents

Anchor, method for temporarily fixing it, and temporary fixing structure using the same Download PDF

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JP2006016952A
JP2006016952A JP2005003266A JP2005003266A JP2006016952A JP 2006016952 A JP2006016952 A JP 2006016952A JP 2005003266 A JP2005003266 A JP 2005003266A JP 2005003266 A JP2005003266 A JP 2005003266A JP 2006016952 A JP2006016952 A JP 2006016952A
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anchor
hole
diameter
embedded
base material
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寛治 ▲魚▼谷
Kanji Uotani
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<P>PROBLEM TO BE SOLVED: To provide an anchor which is excellent in construction performance because it can be easily, surely and temporarily fixed to a base material for various types of structure such as a foundation, a wall, a column and a fence, formed of concrete, mortar, stone, wood, a metal plate, etc., by using a simple constitution, and which is excellent in durability and reliability, because it can be surely and firmly bound to an object to be fixed, without imposing a load on the base material and has a high drawing bearing strength. <P>SOLUTION: This anchor comprises: a female screw part 3a which is formed up to a predetermined depth from an upper end of an embedment part in parallel with the longitudinal direction of the axial center of the embedment part 2; a diameter-enlarged part 4 which has a fitting hole 4a drilled up to a predetermined height from a lower end of the embedment part in parallel with the axial center of the embedment part, and a plurality of split grooves 4c for splitting an outer peripheral wall of the fitting hole; a temporary fixing part member 5 which is almost cylindrically formed of a flexible metal or an elastic body and which is subjected to external insertion to the diameter-enlarged part; and a fitting member which has a diameter-enlarged insertion part 6b inserted from a lower end of the fitting hole and formed by being expanded downward, and a step wise locking part 6c formed at the lower end of the diameter-enlarged insertion part and locked by abutting on a lower end of an outer peripheral wall of the fitting hole. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、コンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に埋設され、母材に被固定物を固定するためのアンカーとその仮固定方法及びそれを用いた仮固定構造に関する。   The present invention is embedded in a base material of various structures such as a foundation, a wall, a pillar, a fence, etc. formed of concrete, mortar, block, stone, wood, metal plate, etc., for fixing an object to be fixed to the base material. The anchor, its temporary fixing method, and a temporary fixing structure using the anchor.

コンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に埋設され、母材に被固定物を固定するためのアンカーには、大きく分けてメカニカルアンカーとケミカルアンカーの二種類がある。
例えば(特許文献1)には、メカニカルアンカーとして、「前端内奥に狭窄底部を設けたピン挿入孔を有し、前端部分に拡開可能な開脚部を設けると共に、後端部分に雄ねじを設けた筒状のアンカー本体と、ピン挿入孔に挿入した打込みピンとから成るピン打込み式拡開アンカー」が開示されている。
また、(特許文献2)には、ケミカルアンカーとして、「アンカー本体と、該アンカー本体の中心部に穿孔された挿入孔と、該挿入孔に内蔵された硅酸塩水溶液含有カプセルと、該挿入孔に挿入されたインサート部材とからなり、該アンカー本体をコンクリート等の母材のアンカー施工用孔内に打ち込むことにより、該カプセルが破壊され、該母材の施工用孔の内壁が硬化されるようにしたカプセルを具備したアンカー及びその施工方法」が開示されている。
(特許文献3)には、主にメカニカルアンカーを仮止めする手段として、「従来公知の各種ねじ、アンカー等において、その要所に相手部材の孔への挿し込みにより圧縮されて復元力を孔壁へ及ぼす弾性体の突出部を付設したことを特徴とするねじ、アンカー等の仮止め手段」が開示されている。
(特許文献4)には、「アンカーの外周面に基端部から胴部に達するネジ部が設けられ、かつネジ部には基端部から軸方向に切溝が設けられると共に、先端部に先方に拡径状のテーパ部を有し、テーパ部に続く、胴部の外径よりも小径の軸部が段部を介して胴部に続き、さらに軸部には複数本のスリットを有する拡張部材が巻付き嵌合され、拡張部材の外周面には回転止め突起が設けられている樹脂併用アンカー装置」が開示されている。
実開平3−75305号公報 特開平8−135026号公報 実開平3−4919号公報 特開2003−269100号公報
For anchors that are embedded in the base material of various structures such as foundations, walls, pillars, fences, etc., made of concrete, mortar, blocks, stone, wood, metal plates, etc. There are two types of mechanical anchors and chemical anchors.
For example, in (Patent Document 1), as a mechanical anchor, “a pin insertion hole having a narrowed bottom portion at the back of the front end, an open leg portion that can be expanded at the front end portion, and a male screw at the rear end portion are provided. There is disclosed a “pin-driving type expansion anchor comprising a cylindrical anchor body provided and a driving pin inserted into a pin insertion hole”.
In addition, (Patent Document 2) describes, as chemical anchors, “anchor body, an insertion hole drilled in the center of the anchor body, a capsule containing an oxalate aqueous solution built in the insertion hole, and the insertion It is composed of an insert member inserted into the hole, and when the anchor main body is driven into an anchor construction hole of a base material such as concrete, the capsule is broken and the inner wall of the construction hole of the base material is hardened. An anchor having a capsule and a method for constructing the same are disclosed.
(Patent Document 3) mainly describes a means for temporarily fixing a mechanical anchor as follows: “In various types of conventionally known screws, anchors, etc., the restoring force is compressed by insertion into the hole of the mating member at the point. "Temporary fixing means such as screws and anchors" characterized in that a protruding portion of an elastic body exerted on the wall is provided.
(Patent Document 4) states that “a thread portion that extends from the base end portion to the body portion is provided on the outer peripheral surface of the anchor, and a thread groove is provided in the axial direction from the base end portion to the tip end portion. It has a tapered part with an enlarged diameter at the front, a shaft part smaller than the outer diameter of the body part following the taper part continues to the body part through the step part, and further has a plurality of slits in the shaft part There is disclosed a resin combined anchor device in which an expansion member is wound and fitted and an outer peripheral surface of the expansion member is provided with a rotation stop protrusion.
Japanese Utility Model Publication No. 3-75305 JP-A-8-1335026 Japanese Utility Model Publication No. 3-4919 JP 2003-269100 A

しかしながら上記従来の技術では、以下のような課題を有していた。
(1)(特許文献1)を初めとするメカニカルアンカーは、開脚部を拡開させ、母材に穿設された下孔の孔壁に開脚部を直接、圧接させてその摩擦力で固定するものであり、引抜き耐力が不十分で、高い引張圧力が加わった場合には、構造物と共にアンカーが抜けてしまい、信頼性に欠けるという課題を有していた。また、ピン打込み式等のように人が叩くことにより開脚部を拡開させて固定する場合、人が叩く強さによって拡開の度合いが変化し、引抜き強度にばらつきが生じ易く、信頼性に欠けるという課題を有していた。更に、下孔の孔壁に開脚部を直接、圧接させて固定するため、コンクリートやモルタル等の母材の縁や薄肉箇所に下孔が穿設され縁空き寸法が少ない場合、孔壁に生じた応力により亀裂やひび割れが発生し易く、強度が不足して信頼性、耐久性に欠けるという課題を有していた。
(2)(特許文献2)を初めとするケミカルアンカーは、アンカーの外周に接着剤を充填して硬化させることにより、その接着力で固定するものであり、硬化後は十分な強度をえることができるが、接着剤が硬化するまでの間は次工程の作業を行うことができず、硬化までに時間を要するので、生産性、施工性に欠けるという課題を有していた。
(3)(特許文献3)のメカニカルアンカーは、孔への挿し込みにより圧縮されて復元力を孔壁へ及ぼす弾性体の突出部を仮止め手段として備えているが、最初から突出部が突出しているので、孔へ挿し込む際に突出部が削れたり、引き千切られたりして信頼性に欠けると共に、孔との固定方法が従来のメカニカルアンカーと同じであるため、引き抜きの強度やばらつき等の信頼性や耐久性に関しては、(特許文献1)と同様の課題を有していた。
(4)(特許文献4)の樹脂併用アンカー装置は、樹脂の硬化前であっても、機械的にも固着されるため、施工後直ちにボルトに負荷をかけることができ、次工程の作業を続けて行うことができるが、部品点数が多く形状が複雑で生産性、施工性に欠けるという課題を有していた。また、拡張部材の外周面に回転止め突起を設けることにより、拡張部材の回転を防止して拡張部材を拡張させて施工穴の内周面に圧接させるので、施工穴へ挿し込む際等に回転止め突起が削れたり、欠けたりして破損した場合は、拡張部材を拡張させることができず信頼性に欠けるという課題を有していた。
However, the above conventional techniques have the following problems.
(1) In mechanical anchors such as (Patent Document 1), the open leg portion is expanded, and the open leg portion is directly pressed against the hole wall of the lower hole drilled in the base material. When it is fixed, the pulling strength is insufficient, and a high tensile pressure is applied, the anchor comes off together with the structure, and there is a problem of lack of reliability. In addition, when a person hits like a pin driving type to open and fix the open leg part, the degree of expansion changes depending on the strength of the person hitting, and the pullout strength tends to vary, and reliability Had the problem of lacking. In addition, since the open leg is fixed in direct contact with the hole wall of the lower hole, if the lower hole is drilled in the edge or thin part of the base material such as concrete or mortar and there are few marginal dimensions, Cracks and cracks are likely to occur due to the generated stress, and there is a problem that the strength is insufficient and reliability and durability are lacking.
(2) Chemical anchors such as (Patent Document 2) are fixed with adhesive strength by filling the outer periphery of the anchor with an adhesive and curing it, and obtain sufficient strength after curing. However, the work of the next process cannot be performed until the adhesive is cured, and it takes time until the adhesive is cured. Therefore, there is a problem that productivity and workability are lacking.
(3) Although the mechanical anchor of (Patent Document 3) is provided with a protruding portion of an elastic body that is compressed by insertion into the hole and exerts a restoring force on the hole wall as a temporary fixing means, the protruding portion protrudes from the beginning. Therefore, when inserting into the hole, the projecting part is scraped or torn off and it is not reliable, and the fixing method with the hole is the same as the conventional mechanical anchor, so the strength and dispersion of the extraction etc. Regarding the reliability and durability, the same problems as in (Patent Document 1) were encountered.
(4) Since the resin combined anchor device of (Patent Document 4) is fixed mechanically even before the resin is cured, a load can be applied to the bolt immediately after the construction, and the work of the next process can be performed. Although it can be performed continuously, it has a problem that the number of parts is large, the shape is complicated, and productivity and workability are lacking. Also, by providing a rotation stop projection on the outer peripheral surface of the expansion member, the expansion member is prevented from rotating and expanded to press against the inner peripheral surface of the construction hole. When the stop protrusion is scraped or chipped, the expansion member cannot be expanded, resulting in a lack of reliability.

本発明は上記従来の課題を解決するもので、コンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に簡単な構成で容易かつ確実に仮固定でき施工性に優れると共に、母材に負担をかけることなく強固に固定することができ信頼性に優れ、母材と被固定物を確実に緊結でき、高い引抜き耐力を有すると共に耐久性に優れたアンカーの提供、アンカーを容易かつ確実に仮固定でき、後工程における作業性、信頼性を確保することができる仮固定方法、及びそれを用いた母材と被固定物の固定を短時間で確実に行うことができる施工性、生産性に優れた仮固定構造の提供を目的とする。   The present invention solves the above-mentioned conventional problems, and has a simple configuration for the base material of various structures such as foundations, walls, pillars, fences, etc. formed of concrete, mortar, blocks, stone, wood, metal plates, etc. Easy and reliable temporary fixing, excellent workability, strong fixation without imposing a burden on the base material, excellent reliability, reliable connection between the base material and the object to be fixed, and high pulling strength In addition, the provision of anchors with excellent durability, the anchors can be easily and securely temporarily fixed, the temporary fixing method capable of ensuring the workability and reliability in the subsequent process, and the base material and the object to be fixed using the same. An object is to provide a temporary fixing structure excellent in workability and productivity that can be fixed reliably in a short time.

上記課題を解決するために本発明のアンカーは、以下の構成を有している。
本発明の請求項1に記載のアンカーは、埋設部がコンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に穿設された下孔に埋設され、埋設部の外周と下孔の孔壁との間に充填された合成樹脂や接着剤により固定され、母材と被固定物とを緊結するアンカーであって、(a)前記埋設部の軸芯の長手方向と平行に前記埋設部の上端から所定深さまで形設された雌ねじ部又は前記埋設部の軸芯の長手方向と平行に前記埋設部の上端に連設された雄ねじ部と、(b)前記埋設部の軸芯の長手方向と平行に前記埋設部の下端から所定高さまで穿設された嵌合孔と、前記埋設部の軸芯の長手方向と平行に前記嵌合孔の外周壁に形成され前記外周壁を分割する複数の分割溝と、を有する拡径部と、(c)軟質性の金属又は弾性体で略円筒状に形成され前記拡径部に外挿された仮固定部材と、(d)前記拡径部に前記嵌合孔の下端から挿入され下方に向かって前記嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部と、前記拡径挿通部の下端に形成され前記嵌合孔の前記外周壁の下端に当接して係止される段差状の係止部と、を有する嵌合部材と、を備えた構成を有している。
この構成により、以下のような作用を有する。
(1)埋設部の軸芯の長手方向と平行に埋設部の上端から所定深さまで形設された雌ねじ部を有する場合、下孔に埋設され仮固定されたアンカーの雌ねじ部に固定用ボルトを螺着させることができるので、被固定物の固定孔等に固定用ボルトを挿入し固定用ナットを螺合して母材に固定することができる。
(2)埋設部の軸芯の長手方向と平行に埋設部の上端に連設された雄ねじ部を有する場合、被固定物の固定孔等を雄ねじ部に挿入し固定用ナットを螺合して母材に固定することができる。
(3)拡径部が、埋設部の軸芯の長手方向と平行に埋設部の下端から所定高さまで穿設された嵌合孔と、埋設部の軸芯の長手方向と平行に嵌合孔の外周壁に形成され外周壁を分割する複数の分割溝を有し、嵌合部材が、下方に向かって嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部を有することで、アンカーの上端を下孔に対して押圧し、嵌合孔の下端から嵌合部材の拡径挿通部を挿入させるだけで、容易に拡径部を拡径させることができ、拡径部に外挿された仮固定部材を直径方向に拡径させることができるので、仮固定部材の外周を下孔の孔壁に圧接させることができ、仮固定部材自身が変形し母材に負担をかけることなくアンカーを下孔に仮固定することができ、縁空き寸法が少ない場所でも確実にアンカーの施工を行うことができる。
(4)嵌合部材が拡径挿通部の下端に形成された段差状の係止部を有することにより、拡径挿通部を拡径部の嵌合孔に挿入させた際に、係止部が嵌合孔の外周壁の下端に当接して係止されるので、嵌合部材の挿入量を規制することができ、拡径部の拡径量を常に一定に保つことができ、仮固定部材の外周を確実に下孔の孔壁に圧接させることができ、引抜き強度のばらつきを低減させることができる。
(5)仮固定部材が軟質性の金属又は弾性体で略円筒状に形成されていることにより、拡径部の拡径に応じて確実に仮固定部材を直径方向に拡径させることができ、拡径時の衝撃を吸収することができ、母材に負担をかけることなく仮固定部材の外周を下孔の孔壁に圧接させることができるので、圧接面が広がって大きな摩擦抵抗を得ることができ、アンカーの回転等を確実に防止することができ、アンカーの仮固定効果を向上させることができる。
(6)拡径部の外周に挿入された略円筒状の仮固定部材を拡径させることにより、仮固定部材の外周を下孔の孔壁に圧接させ固定できるので、仮固定部材で均等に下孔の孔壁を押圧することができ、仮固定状態で一定の引抜き強度を確保できる。
(7)仮固定部材によりアンカーを母材の下孔に仮固定できるので、接着剤が完全に固化してアンカーが固定される前でも、雌ねじ部に固定用ボルトを螺着したり、雄ねじ部に固定用ナットを螺着したりしても仮固定部材の拡径部と下孔への摩擦抵抗によりアンカーが共回りすることがなく、確実に固定用ボルト又は固定用ナットをアンカーの雌ねじ部又は雄ねじ部に固定することができ、母材と被固定物の固定作業を行うことができる。
(8)アンカーが仮固定部材により母材の下孔に仮固定されると共に、埋設部の外周が接着剤により固定されるので、アンカーの引張り強度を向上させることができ、引抜き強度のばらつきを低減させることができる。
(9)埋設部の下端部外周に段差を形成し拡径部の外周壁を薄肉に形成した場合、嵌合孔に嵌合部材の拡径挿通部を挿入した際に拡径部が変形し易く、容易に拡径することができ施工性に優れる。
(10)嵌合部材の拡径挿通部の外径と嵌合孔の孔径との径の差や拡径部の分割溝の長さ等により、拡径部の拡径量を容易に調整することができ、汎用性に優れる。
In order to solve the above problems, the anchor of the present invention has the following configuration.
The anchor according to claim 1 of the present invention is formed in a base material of various structures such as a foundation, a wall, a pillar, and a fence in which an embedded portion is formed of concrete, mortar, block, stone, wood, metal plate, or the like. An anchor that is embedded in the prepared lower hole and is fixed by a synthetic resin or an adhesive filled between the outer periphery of the embedded portion and the hole wall of the lower hole, and binds the base material and the object to be fixed, a) An internal thread portion formed from the upper end of the embedded portion to a predetermined depth in parallel with the longitudinal direction of the shaft core of the embedded portion, or connected to the upper end of the embedded portion in parallel with the longitudinal direction of the shaft core of the embedded portion And (b) a fitting hole drilled from the lower end of the buried portion to a predetermined height in parallel with the longitudinal direction of the shaft core of the buried portion, and parallel to the longitudinal direction of the shaft core of the buried portion. A plurality of dividing grooves formed on the outer peripheral wall of the fitting hole and dividing the outer peripheral wall; (C) a temporary fixing member formed in a substantially cylindrical shape with a soft metal or elastic body and externally inserted into the enlarged diameter portion; and (d) inserted into the enlarged diameter portion from the lower end of the fitting hole and downward. The diameter-expanded insertion portion formed to expand to a diameter larger than the diameter of the fitting hole and the lower end of the enlarged-diameter insertion portion formed in contact with the lower end of the outer peripheral wall of the fitting hole And a fitting member having a stepped locking portion to be locked.
This configuration has the following effects.
(1) In the case where the internal thread portion is formed from the upper end of the embedded portion to a predetermined depth in parallel with the longitudinal direction of the shaft core of the embedded portion, a fixing bolt is attached to the internally threaded portion of the anchor that is embedded and temporarily fixed in the lower hole. Since it can be screwed, a fixing bolt can be inserted into a fixing hole or the like of an object to be fixed, and a fixing nut can be screwed and fixed to the base material.
(2) When having a male threaded portion that is connected to the upper end of the buried portion parallel to the longitudinal direction of the shaft core of the buried portion, insert a fixing hole or the like of the object to be fixed into the male threaded portion, and screw a fixing nut. Can be fixed to the base material.
(3) The diameter-enlarged portion has a fitting hole drilled from the lower end of the buried portion to a predetermined height parallel to the longitudinal direction of the shaft core of the buried portion, and a fitting hole parallel to the longitudinal direction of the shaft core of the buried portion A plurality of dividing grooves that are formed on the outer peripheral wall of the outer peripheral wall and split the outer peripheral wall; By having the anchor, the diameter-expanded portion can be easily expanded by simply pressing the upper end of the anchor against the lower hole and inserting the diameter-expanded insertion portion of the fitting member from the lower end of the fitting hole. Since the diameter of the temporary fixing member extrapolated to the diameter portion can be increased in the diameter direction, the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole, and the temporary fixing member itself is deformed to the base material. The anchor can be temporarily fixed to the pilot hole without imposing a burden, and the anchor can be securely installed even in places where there are few marginal dimensions. Can.
(4) When the fitting member has a stepped locking portion formed at the lower end of the enlarged diameter insertion portion, the locking portion is inserted when the enlarged diameter insertion portion is inserted into the fitting hole of the enlarged diameter portion. Since it contacts and locks to the lower end of the outer peripheral wall of the fitting hole, the insertion amount of the fitting member can be regulated, and the diameter expansion amount of the expanded diameter portion can always be kept constant and temporarily fixed. The outer periphery of the member can be reliably brought into pressure contact with the hole wall of the pilot hole, and variations in the drawing strength can be reduced.
(5) Since the temporary fixing member is formed of a soft metal or an elastic body in a substantially cylindrical shape, the temporary fixing member can be surely expanded in the diameter direction according to the diameter expansion of the expanded diameter portion. Since the impact at the time of diameter expansion can be absorbed and the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole without imposing a burden on the base material, the pressure contact surface expands and a large frictional resistance is obtained. The anchor can be reliably prevented from rotating, and the anchor fixing effect can be improved.
(6) By expanding the diameter of the substantially cylindrical temporary fixing member inserted on the outer periphery of the enlarged diameter portion, the outer periphery of the temporary fixing member can be pressed against and fixed to the hole wall of the lower hole. The hole wall of the lower hole can be pressed, and a certain pulling strength can be secured in the temporarily fixed state.
(7) Since the anchor can be temporarily fixed to the pilot hole of the base material by the temporary fixing member, the fixing bolt can be screwed to the female screw portion or the male screw portion even before the adhesive is completely solidified and the anchor is fixed. Even if the fixing nut is screwed onto the anchor, the anchor does not rotate together due to the frictional resistance to the enlarged diameter portion of the temporary fixing member and the lower hole, and the fixing bolt or fixing nut is securely attached to the female screw portion of the anchor. Or it can fix to a male screw part and can fix a base material and a to-be-fixed object.
(8) Since the anchor is temporarily fixed to the pilot hole of the base material by the temporary fixing member, and the outer periphery of the buried portion is fixed by the adhesive, the tensile strength of the anchor can be improved, and the variation in the pulling strength can be reduced. Can be reduced.
(9) When a step is formed on the outer periphery of the lower end portion of the buried portion and the outer peripheral wall of the enlarged diameter portion is formed thin, the enlarged diameter portion is deformed when the enlarged diameter insertion portion of the fitting member is inserted into the fitting hole. It is easy and can be easily expanded in diameter and has excellent workability.
(10) The diameter expansion amount of the expanded diameter part is easily adjusted by the difference in diameter between the outer diameter of the expanded diameter insertion part of the fitting member and the diameter of the fitting hole, the length of the split groove of the enlarged diameter part, or the like. It can be used and has excellent versatility.

ここで、埋設部及び嵌合部材の材質としては、ステンレス鋼、クロム鋼、鉄鋼、鋳鋼、鋳鉄、カーボン鉄鋼等の鉄製品やアルミニウム合金等の金属製の他、カーボン繊維やボロン繊維、ガラス繊維、金属繊維等の有機や無機の繊維と合成樹脂で成形加工したもの等が用いられる。金属製の場合、防錆加工されたものが好適に用いられる。これにより、埋設部が錆びつくのを防止でき、組立や分解の作業性を向上できる。
仮固定部材には、ポリウレタン樹脂や合成ゴム等の弾性体や鉛等の軟質性の金属が好適に用いられる。
仮固定部材の変形前の外径は、母材の下孔の孔径よりも小径とする。これにより、アンカーの埋設部を下孔に挿入する際に仮固定部材が下孔の孔壁に引っ掛かったり、削れたりすることなく施工性、信頼性に優れる。
Here, as the material of the embedded portion and the fitting member, in addition to metal products such as stainless steel, chrome steel, iron and steel, cast steel, cast iron, carbon steel, and aluminum alloys, carbon fiber, boron fiber, and glass fiber In addition, an organic or inorganic fiber such as a metal fiber and a synthetic resin-molded material are used. In the case of a metal, a rust-proofed one is preferably used. Thereby, it is possible to prevent the embedded portion from rusting and to improve the workability of assembly and disassembly.
As the temporary fixing member, an elastic body such as polyurethane resin or synthetic rubber or a soft metal such as lead is preferably used.
The outer diameter of the temporary fixing member before deformation is set to be smaller than the diameter of the lower hole of the base material. Thereby, when inserting the embedded portion of the anchor into the lower hole, the temporary fixing member is excellent in workability and reliability without being caught or scraped by the hole wall of the lower hole.

雌ねじ部を埋設部の上端側から形設し、嵌合孔を埋設部の下端側から穿設して両者の間に隔壁を形成し、雌ねじ部と嵌合孔が連通しないようにした場合、雌ねじ部に螺着される固定用ボルトと嵌合部材が接触することがなく、嵌合部材や拡径部等の破損を確実に防止することができる。また、雌ねじ部と嵌合孔の間に隔壁を設けず連通させるように形成した場合、加工が容易でアンカーを軽量化できるが、少なくとも嵌合孔の上端側に雌ねじ部の内径以下の孔径で連通孔を形成することが好ましい。これにより、雌ねじ部に螺着される固定用ボルトの下端が連通孔の手前で止まり嵌合部材に干渉することがなく、嵌合部材や拡径部等の破損を防止することができる。
連通孔と拡径部の嵌合孔とを連通する縮径部を形成し、拡径部の上端部の外周壁を嵌合孔の外周壁よりも肉厚に形成した場合、拡径時の機械的強度に優れる。特に、分割溝の頂部を縮径部の下端乃至上端まで形成し、縮径部の少なくとも下端側の一部を分割することにより、拡径部が変形し易くなり、拡径部の破損を防止することができ信頼性を向上させることができる。
When the female screw part is formed from the upper end side of the embedded part, the fitting hole is drilled from the lower end side of the embedded part to form a partition between them, and the female screw part and the fitting hole are not communicated with each other, The fixing bolt and the fitting member that are screwed onto the female screw portion do not come into contact with each other, and damage to the fitting member, the enlarged diameter portion, and the like can be reliably prevented. In addition, when the inner thread portion and the fitting hole are formed so as to communicate with each other without providing a partition wall, it is easy to process and the anchor can be reduced in weight. It is preferable to form a communication hole. Thereby, the lower end of the fixing bolt screwed to the female screw portion stops before the communication hole and does not interfere with the fitting member, and damage to the fitting member, the enlarged diameter portion, or the like can be prevented.
If the reduced diameter part that connects the communication hole and the fitting hole of the enlarged diameter part is formed, and the outer peripheral wall of the upper end part of the enlarged diameter part is formed thicker than the outer peripheral wall of the fitting hole, Excellent mechanical strength. In particular, by forming the top part of the dividing groove from the lower end to the upper end of the reduced diameter part and dividing at least a part of the lower end side of the reduced diameter part, the enlarged diameter part is easily deformed and damage to the enlarged diameter part is prevented. Reliability can be improved.

嵌合部材の拡径挿通部は、略円錐状、略截頭円錐状、略半球状等に形成され、下方に向かって嵌合孔の孔径よりも大径に拡開しているため、拡径挿通部の小径側から拡径部の嵌合孔に挿入することができ、嵌合部材の底部を押圧した際にスムーズに嵌合孔の内部に拡径挿通部を押し込むことができ、容易に拡径部を拡径させ、拡径部の下端外周に配設された仮固定部材を確実に拡径させることができる。
尚、拡径挿通部の上端に外径が嵌合孔の孔径とほぼ同等の円柱挿通部を形成した場合、初期状態で嵌合部材を嵌合孔に保持することができると共に、嵌合部材を嵌合孔に挿入する際に、嵌合部材をスムーズに案内することができ、施工性を向上させることができる。
The enlarged diameter insertion portion of the fitting member is formed in a substantially conical shape, a substantially frustoconical shape, a substantially hemispherical shape, etc., and is expanded to a diameter larger than the diameter of the fitting hole toward the lower side. Can be inserted into the fitting hole of the enlarged diameter part from the small diameter side of the diameter insertion part, and when the bottom part of the fitting member is pressed, the enlarged diameter insertion part can be smoothly pushed into the fitting hole and easily It is possible to increase the diameter of the temporary fixing member disposed on the outer periphery of the lower end of the expanded diameter portion.
In addition, when the cylindrical insertion part whose outer diameter is substantially equal to the hole diameter of the fitting hole is formed at the upper end of the enlarged diameter insertion part, the fitting member can be held in the fitting hole in the initial state, and the fitting member When inserting into the fitting hole, the fitting member can be smoothly guided and the workability can be improved.

拡径部の分割溝は3〜6箇所、嵌合孔の外周壁に形成することが好ましい。分割溝の数が3箇所より少なくなるにつれ、嵌合孔に嵌合部材の拡径挿通部を挿入するのが困難になり、拡径部の拡径量が不足してアンカーの仮固定の強度が不十分になる傾向があり、6箇所より多くなるにつれ、嵌合孔の外周壁の強度が低下し、拡径部が破損し易くなる傾向があり、いずれも好ましくない。
嵌合部材の拡径挿通部の外径と嵌合孔の孔径との径の差や拡径部の分割溝の長さにより、拡径部の拡径量を変化させることができる。拡径部の嵌合孔の孔径や分割溝の長さが同一でも、拡径挿通部の外径が異なる嵌合部材と組み合わせることにより、容易に拡径量を変化させることができるので、汎用性に優れる。
被固定物としては、コンクリートやレンガ、金属等で形成された構造物、看板等の板状の表示物、マンホールの受枠等がある。特に、引張り強度を要求されるマンホールの受枠等の固定に好適に用いることができる。
It is preferable to form the dividing grooves of the enlarged diameter portion at 3 to 6 locations on the outer peripheral wall of the fitting hole. As the number of dividing grooves becomes smaller than three, it becomes difficult to insert the enlarged diameter insertion portion of the fitting member into the fitting hole, and the diameter of the enlarged diameter portion becomes insufficient, and the strength of temporarily fixing the anchor Tends to be insufficient, and as the number increases from six, the strength of the outer peripheral wall of the fitting hole tends to decrease, and the enlarged diameter portion tends to break, both of which are not preferred.
The amount of diameter expansion of the expanded diameter portion can be changed by the difference in diameter between the outer diameter of the expanded diameter insertion portion of the fitting member and the diameter of the engagement hole or the length of the dividing groove of the expanded diameter portion. Even if the diameter of the fitting hole of the enlarged diameter part and the length of the dividing groove are the same, the diameter expansion amount can be easily changed by combining with a fitting member with a different outer diameter of the enlarged diameter insertion part. Excellent in properties.
Examples of the fixed object include a structure formed of concrete, brick, metal, and the like, a plate-like display object such as a signboard, and a manhole receiving frame. In particular, it can be suitably used for fixing a manhole receiving frame or the like that requires tensile strength.

本発明の請求項2に記載のアンカーは、埋設部がコンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に穿設された下孔に埋設され、埋設部の外周と下孔の孔壁との間に充填された合成樹脂や接着剤により固定され、母材と被固定物とを緊結するアンカーであって、(a)前記埋設部の軸芯の長手方向と平行に前記埋設部の上端から所定深さまで形設された雌ねじ部と、(b)前記雌ねじ部の下部に形成された縮径部と、(c)前記雌ねじ部の内径より小径で前記縮径部に連通し前記埋設部の下端まで穿設された嵌合孔と、前記埋設部の軸芯の長手方向と平行で頂部が前記縮径部の下端乃至上端まで形成され前記嵌合孔の前記外周壁及び前記縮径部の少なくとも一部を分割する複数の分割溝と、を有する拡径部と、(d)軟質性の金属又は弾性体で略円筒状に形成され前記拡径部に外挿された仮固定部材と、(e)前記拡径部に前記嵌合孔の上端から挿通され上方に向かって前記嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部と、前記拡径挿通部の上端に形成され前記嵌合孔の上端外周に当接して係止される段差状の係止部と、を有する嵌合部材と、を備えた構成を有している。
この構成により、請求項1の作用に加え、以下のような作用を有する。
(1)拡径部が、雌ねじ部の内径より小径で縮径部に連通し埋設部の下端まで穿設された嵌合孔と、埋設部の軸芯の長手方向と平行で頂部が縮径部の下端乃至上端まで形成され嵌合孔の外周壁及び縮径部の少なくとも一部を分割する複数の分割溝を有し、嵌合部材が、上方に向かって嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部を有することで、嵌合部材の上端を雌ねじ部から挿入した棒状の部材等で嵌合孔に対して押圧し、嵌合孔の上端から嵌合部材の拡径挿通部を挿入させるだけで、容易に拡径部を拡径させることができ、拡径部に外挿された仮固定部材を直径方向に拡径させることができるので、仮固定部材の外周を下孔の孔壁に圧接させることができ、仮固定部材自身が変形し母材に負担をかけることなくアンカーを下孔に仮固定することができ、縁空き寸法が少ない場所でも確実にアンカーの施工を行うことができる。
(2)嵌合部材が拡径挿通部の上端に形成された段差状の係止部を有することにより、拡径挿通部を拡径部の嵌合孔に挿入させた際に、係止部が嵌合孔の外周壁の上端に当接して係止されるので、嵌合部材の挿入量を規制することができ、拡径部の拡径量を常に一定に保つことができ、仮固定部材の外周を確実に下孔の孔壁に圧接させることができ、引抜き強度のばらつきを低減させることができる。
(3)嵌合部材が拡径部の嵌合孔に上端から挿入されるので、下孔の穿孔が埋設部の長さだけでよく、雌ねじ部から挿入した棒状の部材等で確実に嵌合部材を押圧することができ、拡径部を一定量だけ安定して拡径させることができ、施工性を向上させることができる。
(4)拡径部の上端部の外周壁を嵌合孔の外周壁よりも肉厚にして縮径部を形成し、分割溝の頂部を縮径部の下端乃至上端まで形成することにより、嵌合部材を拡径部の嵌合孔に挿通した際に、拡径部を確実に変形させることができると共に、拡径時の機械的強度に優れる。
The anchor according to claim 2 of the present invention is drilled in a base material of various structures such as a foundation, a wall, a pillar, and a fence in which an embedded portion is formed of concrete, mortar, block, stone, wood, metal plate, or the like. An anchor that is embedded in the prepared lower hole and is fixed by a synthetic resin or an adhesive filled between the outer periphery of the embedded portion and the hole wall of the lower hole, and binds the base material and the object to be fixed, a) an internal thread portion formed from the upper end of the embedded portion to a predetermined depth in parallel with the longitudinal direction of the axial center of the embedded portion; (b) a reduced diameter portion formed at a lower portion of the internal thread portion; ) A fitting hole that is smaller than the inner diameter of the female screw portion and communicates with the reduced diameter portion and is drilled to the lower end of the embedded portion; and a top portion of the embedded portion that is parallel to the longitudinal direction of the axial center of the embedded portion. A plurality formed from the lower end to the upper end and dividing at least a part of the outer peripheral wall and the reduced diameter portion of the fitting hole. (D) a temporary fixing member formed in a substantially cylindrical shape with a soft metal or elastic body and extrapolated to the enlarged diameter portion; and (e) the enlarged diameter portion. An enlarged diameter insertion portion that is inserted from the upper end of the fitting hole and expands upward to a diameter larger than the diameter of the fitting hole, and the fitting is formed at the upper end of the enlarged diameter insertion portion. And a fitting member having a stepped locking portion that is locked in contact with the outer periphery of the upper end of the hole.
With this configuration, in addition to the operation of the first aspect, the following operation is provided.
(1) The diameter-expanded portion is smaller than the inner diameter of the female screw portion, communicates with the reduced-diameter portion and is drilled to the lower end of the embedded portion, and the top portion has a reduced diameter parallel to the longitudinal direction of the shaft axis of the embedded portion. A plurality of dividing grooves that divide at least a part of the outer peripheral wall of the fitting hole and the reduced diameter portion, and are formed larger than the diameter of the fitting hole upward. By having the enlarged diameter insertion part formed to expand to the diameter, the upper end of the fitting member is pressed against the fitting hole with a rod-like member inserted from the female screw part, and fitted from the upper end of the fitting hole. By simply inserting the expanded diameter insertion portion of the joint member, the expanded diameter portion can be easily expanded, and the temporary fixing member externally inserted into the expanded diameter portion can be expanded in the diameter direction. The outer periphery of the fixing member can be pressed against the hole wall of the lower hole, and the temporary fixing member itself is deformed and the anchor is lowered without placing a burden on the base material. Temporarily fixing it can be, it can be reliably construction of the anchor also at the edges free size less place.
(2) When the fitting member has a stepped locking part formed at the upper end of the enlarged diameter insertion part, the locking part is inserted when the enlarged diameter insertion part is inserted into the fitting hole of the enlarged diameter part. Since the is abutted and locked to the upper end of the outer peripheral wall of the fitting hole, the insertion amount of the fitting member can be restricted, the diameter expansion amount of the expanded diameter portion can always be kept constant, and temporarily fixed The outer periphery of the member can be reliably brought into pressure contact with the hole wall of the pilot hole, and variations in the drawing strength can be reduced.
(3) Since the fitting member is inserted into the fitting hole of the enlarged diameter portion from the upper end, the drilling of the lower hole only needs to be the length of the embedded portion, and it is securely fitted with a rod-like member inserted from the female screw portion. The member can be pressed, the diameter-expanded portion can be stably expanded by a certain amount, and workability can be improved.
(4) By forming the reduced diameter part by making the outer peripheral wall of the upper end part of the enlarged diameter part thicker than the outer peripheral wall of the fitting hole, and forming the top part of the dividing groove from the lower end to the upper end of the reduced diameter part, When the fitting member is inserted into the fitting hole of the enlarged diameter portion, the enlarged diameter portion can be reliably deformed, and the mechanical strength at the time of diameter expansion is excellent.

ここで、雌ねじ部の下端と縮径部の上端との間に雌ねじ部の内径以下の孔径で嵌合部材の係止部の高さ以上の深さを有する連通孔を形成した場合、雌ねじ部に螺着される固定用ボルトの下端が嵌合部材に接触することがなく、嵌合部材や拡径部の破損を確実に防止することができる。
埋設部を下孔に埋設し、雌ねじ部に棒状の部材等を下端が嵌合部材の上面に当接するように挿入して、上端をハンマー等で叩いて嵌合部材の係止部が嵌合孔の外周壁の上端に係止されるまで押圧することにより、容易に一定量の拡径量を確保することができる。
Here, when a communication hole having a hole diameter equal to or smaller than the inner diameter of the female screw portion and a depth greater than the height of the engaging portion of the fitting member is formed between the lower end of the female screw portion and the upper end of the reduced diameter portion, the female screw portion The lower end of the fixing bolt that is screwed onto the fitting member does not come into contact with the fitting member, and the fitting member and the enlarged diameter portion can be reliably prevented from being damaged.
The embedded part is embedded in the lower hole, and a rod-shaped member or the like is inserted into the female thread part so that the lower end is in contact with the upper surface of the fitting member, and the upper end is hit with a hammer or the like to engage the engaging part of the fitting member. By pressing until it is locked to the upper end of the outer peripheral wall of the hole, a certain amount of diameter expansion can be easily secured.

請求項3に記載の発明は、請求項1又は2に記載のアンカーであって、前記埋設部の上端外周に形成又は配設された鍔部を備えた構成を有している。
この構成により、請求項1又は2の作用に加え、以下のような作用を有する。
(1)埋設部の上端外周に鍔部が形成又は配設されているので、鍔部を母材表面や下孔の開口縁部に係止させて埋設部を保持することができ、下孔の内部にアンカーが埋没することがなく、埋設部のみを確実に下孔に埋設させることができ、アンカーの仮固定作業を行うことができる。
(2)埋設部の上端外周に鍔部が形成又は配設されているので、埋設部を母材の下孔に挿入する際に、鍔部を利用して埋設部を下孔に押し込むことができ、作業性に優れる。
Invention of Claim 3 is an anchor of Claim 1 or 2, Comprising: It has the structure provided with the collar part formed or arrange | positioned in the upper end outer periphery of the said embedment part.
With this configuration, in addition to the operation of the first or second aspect, the following operation is provided.
(1) Since the flange is formed or disposed on the outer periphery of the upper end of the embedded portion, the embedded portion can be held by locking the flange to the base material surface or the opening edge of the lower hole. The anchor is not buried in the inside, and only the buried portion can be reliably buried in the prepared hole, so that the anchor can be temporarily fixed.
(2) Since the flange is formed or disposed on the outer periphery of the upper end of the embedded portion, when the embedded portion is inserted into the lower hole of the base material, the embedded portion can be pushed into the lower hole using the flange. And excellent workability.

ここで、鍔部の外径は母材の下孔の孔径よりも大径とし、埋設部を下孔に挿入する際に確実に鍔部の底面が母材の上面に係止されるようにする。また、下孔の外周に鍔部の厚さ以上のザグリを形成した場合、鍔部が母材表面に突出せず、被固定物を母材表面全体で支持することができ、設置安定性に優れる。
環状に形成された鍔部の内周底面側に、内径が埋設部の外形にほぼ等しく、外径が母材の下孔の孔径にほぼ等しい円筒部を形成し、埋設部に対して着脱自在に挿入した場合、円筒部が埋設部の外周と母材の下孔の内周との間に嵌合されることにより、埋設部の長さや下孔の深さによらず、確実に鍔部の底面を母材の上面に係止させることができ、下孔の中心と埋設部の中心をほぼ一致させることができるので、埋設部を簡便に直立させて保持することができ、施工性に優れる。鍔部が着脱自在な場合は仮固定後に取外して繰返し使用することができ、省資源性に優れる。
尚、鍔部の外形形状は円形状以外に矩形状や六角形状、八角形状等の多角形状等に形成してもよい。外側に少なくとも一組の平行部を有することにより、スパナ等の工具で容易に鍔部を掴むことができ、埋設部を母材の下孔に挿通する際や拡径手段による仮固定をする際などに埋設部を固定することができ施工性を向上させることができる。
Here, the outer diameter of the collar portion is larger than the hole diameter of the lower hole of the base material, and the bottom surface of the collar portion is surely locked to the upper surface of the base material when the embedded portion is inserted into the lower hole. To do. In addition, when a counterbore with a thickness equal to or greater than the thickness of the collar is formed on the outer periphery of the pilot hole, the collar does not protrude from the surface of the base material, and the object to be fixed can be supported on the entire surface of the base material. Excellent.
A cylindrical part is formed on the inner peripheral bottom side of the collar that is formed in an annular shape, and the inner diameter is almost equal to the outer shape of the buried part, and the outer diameter is almost equal to the hole diameter of the lower hole of the base material. If the cylindrical portion is inserted between the outer periphery of the embedded portion and the inner periphery of the lower hole of the base material, it is ensured that the flange portion is reliable regardless of the length of the embedded portion and the depth of the lower hole. Can be locked to the upper surface of the base material, and the center of the pilot hole and the center of the embedded portion can be substantially matched, so that the embedded portion can be easily held upright and improved in workability. Excellent. If the collar is detachable, it can be removed after temporary fixing and used repeatedly, resulting in excellent resource saving.
The outer shape of the collar portion may be formed in a polygonal shape such as a rectangular shape, a hexagonal shape, an octagonal shape or the like other than a circular shape. By having at least one pair of parallel parts on the outside, the heel part can be easily grasped with a tool such as a wrench, and when the embedded part is inserted into the pilot hole of the base material or when temporarily fixed by means of a diameter expanding means For example, it is possible to fix the buried portion and improve the workability.

請求項4に記載の発明は、請求項1乃至3の内いずれか1項に記載のアンカーであって、前記埋設部の外周表面に形成された複数の突条部又は凹凸部を備えた構成を有している。
この構成により、請求項1乃至3の内いずれか1項の作用に加え、以下のような作用を有する。
(1)埋設部の外周表面に突条部や凹凸部が形成されているので、埋設部の外周と下孔の孔壁との間に充填された接着剤と埋設部の外周表面との食い付きをよくして母材の下孔と埋設部との固定をより強固にすることができる。
ここで、埋設部の外周表面に形成される突条部や凹凸部は、連続状の突条や非連続状の突部がランダムないしは所定間隔に形成されたもの又は螺線溝等で、埋設部の外周と下孔の孔壁との間に充填された接着剤のバッファとして機能し、接着面積を広げるとともにアンカー効果を付与するような形状に形成されるのが望ましい。尚、接着剤の種類(粘度)に応じて螺旋溝等の凹凸部の幅や深さを変えてもよい。
Invention of Claim 4 is an anchor of any one of Claims 1 thru | or 3, Comprising: The structure provided with the some protrusion part or uneven | corrugated | grooved part formed in the outer peripheral surface of the said embedment part have.
With this configuration, in addition to the operation of any one of claims 1 to 3, the following operation is provided.
(1) Since protrusions and irregularities are formed on the outer peripheral surface of the embedded portion, the erosion between the adhesive filled between the outer periphery of the embedded portion and the hole wall of the lower hole and the outer peripheral surface of the embedded portion The attachment can be improved and the fixing between the base hole and the embedded portion can be made stronger.
Here, the protrusions and irregularities formed on the outer peripheral surface of the embedded part are embedded with continuous protrusions or discontinuous protrusions formed randomly or at predetermined intervals, or spiral grooves. It is desirable to form a shape that functions as a buffer for the adhesive filled between the outer periphery of the part and the hole wall of the lower hole, widens the bonding area, and gives an anchor effect. In addition, you may change the width | variety and depth of uneven | corrugated | grooved parts, such as a spiral groove, according to the kind (viscosity) of an adhesive agent.

請求項5に記載の発明は、請求項1又は3に記載のアンカーであって、前記埋設部の外周表面に前記雄ねじ部の外径と同径に形設された埋設雄ねじ部を備えた構成を有している。
この構成により、請求項1又は3の作用に加え、以下のような作用を有する。
(1)埋設部の外周表面の埋設雄ねじ部を埋設部の上端に連設された雄ねじ部の外径と同径にすることにより、埋設雄ねじ部と雄ねじ部を一度の加工でまとめて形成することができ、加工性を向上させることができる。
(2)埋設部の外周表面に埋設雄ねじ部が形成されているので、埋設部の外周と下孔の孔壁との間に充填された接着剤と埋設部の外周表面との食い付きをよくして母材の下孔と埋設部との固定をより強固にすることができる。
ここで、埋設雄ねじ部及び雄ねじ部は既存の一本のボルト軸をそのまま使用することができる。ボルト軸の下端に拡径部を形成し、仮固定部材と嵌合部材とを配設するだけで容易にアンカーを形成することができ量産性に優れる。
Invention of Claim 5 is an anchor of Claim 1 or 3, Comprising: The structure provided with the embedded external thread part formed in the outer peripheral surface of the said embedded part by the same diameter as the outer diameter of the said external thread part. have.
With this configuration, in addition to the operation of the first or third aspect, the following operation is provided.
(1) By forming the embedded male screw part on the outer peripheral surface of the embedded part to the same diameter as the outer diameter of the male screw part connected to the upper end of the embedded part, the embedded male screw part and the male screw part are collectively formed by one processing. And processability can be improved.
(2) Since the embedded male screw part is formed on the outer peripheral surface of the embedded part, the adhesive filled between the outer periphery of the embedded part and the hole wall of the lower hole and the outer peripheral surface of the embedded part are well bitten. Thus, the fixing between the base hole and the buried portion can be further strengthened.
Here, as the embedded male screw portion and the male screw portion, an existing single bolt shaft can be used as it is. An anchor can be easily formed simply by forming an enlarged diameter portion at the lower end of the bolt shaft and disposing a temporary fixing member and a fitting member, and is excellent in mass productivity.

請求項6に記載の発明は、請求項3又は5に記載のアンカーであって、前記鍔部が、前記雄ねじ部又は前記埋設雄ねじ部に高さ調整自在に螺合された構成を有している。
この構成により、請求項3又は5の作用に加え、以下のような作用を有する。
(1)鍔部が、雄ねじ部又は埋設雄ねじ部に螺合されることにより、母材に穿設された下孔の深さに応じて鍔部の高さを自在に調整することができ、特に床面等の水平面に施工する場合、鍔部を母材表面に係止させて埋設部を保持することができ、汎用性に優れる。
(2)鍔部を雄ねじ部や埋設雄ねじ部に対し上下動自在に配設することができるので、複数の鍔部を螺合させることができ、母材と被固定物の間に任意の隙間を形成することができ、鍔部の高さを自在に調整して被固定物の水平出しを行ったり、高さ調整後に母材と被固定物の間にモルタル等を充填して母材と被固定物の固定を行ったりでき、施工性に優れる。
(3)雄ねじ部や埋設雄ねじ部に複数の鍔部を配設した場合、容易に母材と被固定物の間に隙間を形成することができるので、その隙間に断熱材や広告物等の部材を介在させることができ、機能性、実用性に優れる。
Invention of Claim 6 is an anchor of Claim 3 or 5, Comprising: The said collar part has the structure screwed together by the said external thread part or the said embedded external thread part so that height adjustment was possible. Yes.
With this configuration, in addition to the operation of the third or fifth aspect, the following operation is provided.
(1) The height of the collar can be freely adjusted according to the depth of the pilot hole drilled in the base material by screwing the collar to the male thread or the embedded male thread. In particular, when the construction is performed on a horizontal surface such as a floor surface, the buried portion can be held by locking the collar portion to the surface of the base material, which is excellent in versatility.
(2) Since the eaves part can be arranged to move up and down with respect to the external thread part or the embedded external thread part, a plurality of eaves parts can be screwed together, and any gap between the base material and the fixed object The height of the buttock can be adjusted freely to level the object to be fixed, or after the height adjustment, mortar is filled between the base material and the object to be fixed. It can fix the object to be fixed and has excellent workability.
(3) When a plurality of flanges are arranged in the male screw portion or the buried male screw portion, a gap can be easily formed between the base material and the fixed object, so that a heat insulating material, an advertisement, etc. can be formed in the gap. A member can be interposed, and it is excellent in functionality and practicality.

ここで、鍔部は環状に形成され、内周に雄ねじ部又は埋設雄ねじ部に螺合される螺合用雌ねじ部が形設される。鍔部の底面部には外周上方に向かって拡開したテーパ部を形成してもよい。これにより、埋設部を母材の下孔に挿入した際に、テーパ部が下孔の開口縁部に係合され、下孔の中心と埋設部の中心が一致するように自動的に位置合わせされるので、施工性に優れる。また、下孔の中心と埋設部の中心が一致することにより、仮固定部材を拡径させた際に仮固定部材の外周を均等に母材の下孔の孔壁に圧接させることができるので、より確実かつ安定に母材の下孔に対して埋設部を仮固定することができ、施工性、信頼性を向上させることができる。鍔部は雄ねじ部又は埋設雄ねじ部に螺合して使用するので、複数個の鍔部を任意の高さに調整して配設することができ、鍔部で被固定物の位置(高さ)を調整することにより、母材と被固定物の間に所望の隙間を形成することができ、施工性、機能性に優れる。   Here, the flange portion is formed in an annular shape, and a female screw portion for screwing that is screwed into the male screw portion or the buried male screw portion is formed on the inner periphery. You may form the taper part expanded toward the outer periphery upwards in the bottom face part of a collar part. As a result, when the embedded part is inserted into the lower hole of the base material, the taper part is engaged with the opening edge of the lower hole and automatically aligned so that the center of the lower hole coincides with the center of the embedded part. Therefore, it is excellent in workability. In addition, since the center of the pilot hole and the center of the embedded portion coincide with each other, when the diameter of the temporary fixing member is increased, the outer periphery of the temporary fixing member can be uniformly pressed against the hole wall of the base material. Thus, the embedded portion can be temporarily fixed to the pilot hole of the base material more reliably and stably, and the workability and reliability can be improved. Since the collar part is used by being screwed into the male thread part or the buried male thread part, a plurality of collar parts can be adjusted and arranged at an arbitrary height, and the position (height of the object to be fixed) can be arranged at the collar part. ), A desired gap can be formed between the base material and the object to be fixed, and the workability and functionality are excellent.

請求項7に記載の発明は、請求項3乃至6の内いずれか1項に記載のアンカーであって、前記鍔部の上面に穿設されたアンカー保持凹部又は前記鍔部の上面に突設されたアンカー保持凸部の内の少なくともいずれか一方を備えた構成を有している。
この構成により、請求項3乃至6の内いずれか1項の作用に加え、以下のような作用を有する。
(1)鍔部の上面に穿設されたアンカー保持凹部又は鍔部の上面に突設されたアンカー保持凸部の内の少なくともいずれか一方を有することにより、アンカー保持凹部に嵌合する凸部やアンカー保持凸部に嵌合又は係合する凹部等を備えたアンカー保持用治具で埋設部を保持することができるので、嵌合孔の下端から嵌合部材の拡径挿通部を挿入させて仮固定部材を拡径させる際に、アンカー保持用治具を用いて埋設部を下方に押圧することができ施工性に優れる。
(2)鍔部の上面にアンカー保持凹部やアンカー保持凸部を有することにより、雌ねじ部又は雄ねじ部に固定用ボルト等の雄ねじ又は固定用ナット等の雌ねじを螺着する際に、アンカー保持凹部やアンカー保持凸部を保持して埋設部の共回りを防ぐことができ、雌ねじ部又は雄ねじ部に雄ねじ又は雌ねじを確実かつ強固に固定することができる。
A seventh aspect of the present invention is the anchor according to any one of the third to sixth aspects, wherein the anchor holding recess formed in the upper surface of the flange or the upper surface of the flange is projected. It has the structure provided with at least any one of the made anchor holding convex part.
With this configuration, in addition to the operation of any one of claims 3 to 6, the following operation is provided.
(1) A convex part that fits into the anchor holding concave part by having at least one of an anchor holding concave part drilled in the upper surface of the collar part or an anchor holding convex part projected from the upper surface of the collar part. Since the embedded portion can be held by an anchor holding jig having a recess or the like that fits or engages with the anchor holding convex portion, the enlarged diameter insertion portion of the fitting member is inserted from the lower end of the fitting hole. When the diameter of the temporary fixing member is increased, the embedded portion can be pressed downward using the anchor holding jig, and the workability is excellent.
(2) By having an anchor holding recess or anchor holding projection on the upper surface of the flange, the anchor holding recess can be used when a male screw such as a fixing bolt or a female screw such as a fixing nut is screwed onto the female screw portion or the male screw portion. The anchor holding convex portion can be held to prevent the embedded portion from rotating together, and the male screw or the female screw can be securely and firmly fixed to the female screw portion or the male screw portion.

ここで、アンカー保持凹部は鍔部の上面に穿設した2以上の円形状や長円形状等の孔により形成するものが好ましい。また、アンカー保持凸部は鍔部の上面に配設した2以上のピン状の突起や、鍔部の上面に突設した外側に少なくとも一組の平行部を有する突起等により形成するものが好ましい。
アンカー保持用治具には、埋設部の上端に連設された雄ねじ部や埋設部の雌ねじ部に螺着される固定用ボルト等の雄ねじが挿通できるように開口部を形成する。鍔部がアンカー保持凹部を有する場合は、アンカー保持用治具の裏面にアンカー保持凹部に嵌合される凸部を形成する。また、鍔部がピン状の突起で形成されたアンカー保持凸部を有する場合は、アンカー保持用治具の裏面にアンカー保持凸部が嵌合される孔状の凹部を形成し、鍔部が外側に少なくとも一組の平行部を有する突起で形成されたアンカー保持凸部を有する場合は、アンカー保持用治具の開口部をアンカー保持凸部の形状に合わせて嵌合又は係合できるように形成する。
特に、アンカー保持用治具の開口部の一部を側方で開口するようにコ字形等に形成した場合、側方から容易にアンカー保持用治具を取外すことができ施工性に優れる。
Here, the anchor holding recess is preferably formed by two or more circular or oval holes formed in the upper surface of the flange. Further, the anchor holding convex portion is preferably formed by two or more pin-shaped projections disposed on the upper surface of the collar portion, or a projection having at least one pair of parallel portions on the outer side projecting from the upper surface of the collar portion. .
The anchor holding jig is formed with an opening so that a male screw such as a male screw connected to the upper end of the embedded portion or a male screw such as a fixing bolt screwed into the female screw portion of the embedded portion can be inserted. When the collar portion has an anchor holding concave portion, a convex portion that fits into the anchor holding concave portion is formed on the back surface of the anchor holding jig. In addition, when the collar portion has an anchor holding convex portion formed of a pin-shaped protrusion, a hole-shaped concave portion is formed on the back surface of the anchor holding jig to fit the anchor holding convex portion, and the collar portion is When it has an anchor holding convex part formed with protrusions having at least one pair of parallel parts on the outside, the opening of the anchor holding jig can be fitted or engaged according to the shape of the anchor holding convex part Form.
In particular, when a part of the opening of the anchor holding jig is formed in a U shape or the like so as to open on the side, the anchor holding jig can be easily removed from the side and the workability is excellent.

アンカー保持用治具により埋設部を保持する場合、アンカー保持用治具の下面とアンカーの鍔部の上面との間に、アンカーの鍔部の外径よりも大きな合成樹脂等で形成された保護シートを配設することが好ましい。これにより、母材の下孔に充填され溢れた接着剤がアンカー保持用治具に付着するのを防止でき、施工性、メンテナンス性に優れる。保護シートの形状としては、円形状や矩形状のものが生産性に優れ好ましいが、鍔部の外径よりも大きく接着剤の付着を防止できる形状であればどのような形状でも構わない。保護シートの略中央部には、少なくとも埋設部の雌ねじ部の内径又は雄ねじ部の外径よりも大きな挿入孔を形成すると共に、アンカー保持凹部又はアンカー保持凸部に相当する位置も開口させる。これにより、保護シートを介してアンカー保持用治具をアンカー保持凹部又はアンカー保持凸部に装着することができると共に、挿入孔から棒状部材等を挿通して嵌合部材を押圧したり、雌ねじ部に固定用ボルト等の雄ねじを螺着したりすることができる。
尚、保護シートはアンカーの仮固定が終了し、アンカー保持用治具を取外した後に取除いてもよいが、保護シートの挿入孔から固定用ボルト等の雄ねじを挿入して埋設部の雌ねじ部に螺着させることができるので、そのまま残しておいてもよい。
When the embedded part is held by the anchor holding jig, a protection formed of a synthetic resin or the like larger than the outer diameter of the anchor collar between the lower surface of the anchor holding jig and the upper surface of the anchor collar. It is preferable to dispose a sheet. Thereby, it can prevent that the adhesive agent which filled the pilot hole of the base material and overflowed adheres to the jig | tool for anchor holding, and is excellent in workability and maintainability. As the shape of the protective sheet, a circular shape or a rectangular shape is preferable because it is excellent in productivity, but any shape may be used as long as it is larger than the outer diameter of the collar portion and can prevent adhesion of the adhesive. An insertion hole larger than at least the inner diameter of the female screw portion of the embedded portion or the outer diameter of the male screw portion is formed at a substantially central portion of the protective sheet, and a position corresponding to the anchor holding concave portion or the anchor holding convex portion is also opened. Accordingly, the anchor holding jig can be attached to the anchor holding concave portion or the anchor holding convex portion through the protective sheet, and the fitting member is pressed by inserting the rod-like member or the like from the insertion hole, or the female screw portion. A male screw such as a fixing bolt can be screwed onto the screw.
The protective sheet may be removed after the anchor is temporarily fixed and the anchor holding jig is removed. However, a male screw such as a fixing bolt is inserted into the protective sheet from the insertion hole of the protective sheet. Since it can be screwed on, it may be left as it is.

保護シートはアンカーの仮固定工程において、アンカー取付用治具の下面とアンカーの鍔部の上面との間に配設する以外に、アンカー埋設工程において、アンカーの鍔部の下面と母材表面との間に配設することもできる。この場合、保護シートの挿入孔をアンカーの埋設部の外径と同等以上の孔径に形成することで容易に埋設部を挿通することができる。また、鍔部の底面部にテーパ部が形成されている場合、保護シートの挿入孔周縁に鍔部のテーパ部に合わせてテーパ面を形成してもよい。これにより、鍔部と保護シートを密着させることができ、埋設部の外周と挿入孔との隙間から保護シートの表面側へ接着剤が溢れ出すのを防止でき施工性に優れる。
また、保護シートを透明又は半透明の材料で形成した場合、目視で接着剤の溢れ出しを確認することができ、接着剤の充填不良を未然に防ぐことができる。
In the anchor fixing step, the protective sheet is disposed between the lower surface of the anchor mounting jig and the upper surface of the anchor flange in the anchor temporary fixing step. It is also possible to arrange them between. In this case, the embedded portion can be easily inserted by forming the insertion hole of the protective sheet to have a hole diameter equal to or larger than the outer diameter of the anchor embedded portion. Moreover, when the taper part is formed in the bottom face part of a collar part, you may form a taper surface on the periphery of the insertion hole of a protective sheet according to the taper part of a collar part. Thereby, a collar part and a protective sheet can be stuck, it can prevent that an adhesive overflows from the clearance gap between the outer periphery of an embedding part, and an insertion hole to the surface side of a protective sheet, and is excellent in workability.
Further, when the protective sheet is formed of a transparent or translucent material, the overflow of the adhesive can be confirmed with the naked eye, and the filling failure of the adhesive can be prevented beforehand.

本発明の請求項8に記載のアンカーの仮固定方法は、前記母材に下孔を穿設する下孔穿設工程と、前記下孔に接着剤を充填する接着剤充填工程と、前記下孔に請求項1乃至7の内いずれか1項に記載のアンカーの前記埋設部を挿入するアンカー埋設工程と、前記嵌合部材を押圧することにより前記拡径部を直径方向に拡径させ前記仮固定部材の外周を前記下孔の孔壁に圧接させる仮固定工程と、を備えた構成を有している。
この構成により、以下のような作用を有する。
(1)母材に下孔を穿設する下孔穿設工程を有するので、アンカーの埋設部と嵌合部材の係止部の長さに合わせて下孔を穿設することができ、アンカーが母材表面から突出するのを防止でき、母材と被固定物とを確実に固定することができる。
(2)下孔に接着剤を充填する接着剤充填工程を有するので、下孔に仮固定されたアンカーの埋設部の外周面を接着剤で強固に固定することができ、アンカーの引抜き強度を向上させることができる。
(3)下孔に接着剤を充填する接着剤充填工程を有するので、アンカーの外周と下孔の孔壁との間を接着剤で埋めることができ、雨水や空気中の水分が浸入するのを防止でき、アンカーの腐食を防止でき耐久性を向上させることができる。
(4)アンカー埋設工程により下孔にアンカーの埋設部を挿入して埋設すると共に、仮固定工程により嵌合部材を押圧して拡径部を直径方向(下孔の孔壁側)に拡径させることができ、仮固定部材の外周を下孔の孔壁に圧接させることができるので、アンカーの埋設部を母材の下孔に仮固定することができ、接着剤充填工程で充填された接着剤が固化する前でも埋設部の雌ねじ部に固定用ボルトを螺着したり、雄ねじ部に固定用ナットを螺着したりすることができ、短時間で母材と被固定物の固定を行うことができる。
(5)仮固定工程により嵌合部材を押圧することにより、拡径部を直径方向に拡径させ仮固定部材の外周を下孔の孔壁に圧接させることができるので、母材に負担をかけることなくアンカーを下孔に仮固定することができ、縁空き寸法が少ない場所でもひび割れ等の発生を防止でき、確実にアンカーの施工を行うことができる。
According to an eighth aspect of the present invention, there is provided a method for temporarily fixing an anchor, the pilot hole drilling step of drilling a pilot hole in the base material, the adhesive filling step of filling the pilot hole with the adhesive, An anchor embedding step of inserting the embedded portion of the anchor according to any one of claims 1 to 7 into the hole, and expanding the diameter-expanded portion in the diameter direction by pressing the fitting member, A temporary fixing step of pressing the outer periphery of the temporary fixing member against the hole wall of the lower hole.
This configuration has the following effects.
(1) Since there is a pilot hole drilling step of drilling a pilot hole in the base material, the pilot hole can be drilled in accordance with the lengths of the anchor embedding portion and the locking portion of the fitting member. Can be prevented from protruding from the surface of the base material, and the base material and the fixed object can be reliably fixed.
(2) Since it has an adhesive filling step for filling the lower hole with an adhesive, the outer peripheral surface of the anchor portion temporarily fixed to the lower hole can be firmly fixed with an adhesive, and the pullout strength of the anchor can be increased. Can be improved.
(3) Since it has an adhesive filling step of filling the lower hole with an adhesive, the gap between the outer periphery of the anchor and the hole wall of the lower hole can be filled with an adhesive, and rainwater and moisture in the air can enter. Can be prevented, corrosion of the anchor can be prevented, and durability can be improved.
(4) The anchor embedded portion is inserted and embedded in the lower hole in the anchor embedding step, and the fitting member is pressed in the temporary fixing step to increase the diameter in the diameter direction (the hole wall side of the lower hole). Since the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole, the embedded portion of the anchor can be temporarily fixed to the lower hole of the base material and filled in the adhesive filling step. Even before the adhesive is solidified, fixing bolts can be screwed onto the internal threaded part of the buried part, and fixing nuts can be screwed onto the male threaded part, allowing the base material and the object to be fixed to be fixed in a short time. It can be carried out.
(5) By pressing the fitting member in the temporary fixing step, the diameter-expanded portion can be expanded in the diameter direction, and the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole. The anchor can be temporarily fixed to the pilot hole without being hooked, and the occurrence of cracks and the like can be prevented even in a place where the marginal space is small, so that the anchor can be reliably constructed.

ここで、下孔穿設工程ではハンマードリルビットやダイヤモンド、超鋼チップのコアホルソー等の刃先を用いてハンマードリルや回転ドリル等で母材に下孔を穿設する。ハンマードリル等の工具の外周に、埋設部等の長さに合わせてストッパーを配設することにより、所定深さの下孔を画一的かつ簡単に穿設することができる。
下孔穿設工程の後工程として、ブラシやブロワー等により下孔の内部に溜まった切粉や水分を除去する下孔清掃工程を行うことが好ましい。これにより、下孔へのアンカーの埋設部の挿入を容易にして確実に埋設部を所定深さまで埋設することができると共に、後工程の接着剤充填工程で充填する接着剤で埋設部の外周面を斑なく覆うことができ、アンカーの引抜き強度を確保することができ、信頼性を向上させることができる。下孔穿設工程を予め工場等で行なった場合、下孔の加工精度に優れると共に、現場での作業工数を低減でき、生産性を向上させることができる。
Here, in the pilot hole drilling step, a pilot hole is drilled in the base material with a hammer drill, a rotary drill or the like using a cutting edge such as a hammer drill bit, diamond, or a core hole saw of a super steel tip. By disposing a stopper on the outer periphery of a tool such as a hammer drill in accordance with the length of the embedded portion or the like, a pilot hole of a predetermined depth can be drilled uniformly and easily.
As a subsequent process of the pilot hole drilling process, it is preferable to perform a pilot hole cleaning process that removes chips and moisture accumulated in the pilot hole with a brush, a blower, or the like. This makes it easy to insert the embedded portion of the anchor into the pilot hole and reliably embed the embedded portion to a predetermined depth. Can be covered without spots, the anchor pull-out strength can be ensured, and the reliability can be improved. When the pilot hole drilling process is performed in a factory or the like in advance, the precision of the pilot hole is excellent, the work man-hours on site can be reduced, and the productivity can be improved.

また、下孔穿設工程には下孔の孔壁(内周面)をワイヤーブラシ等で削る等して、表面を荒らす下孔粗面化工程を設けてもよい。下孔の孔壁を荒らして凹凸を形成することにより、下孔に充填された接着剤と下孔の孔壁表面との食い付きをよくして接着剤硬化後のアンカーの引抜き強度を効果的に向上させることができる。下孔粗面化工程は人手でワイヤーブラシ等を回動させて行ってもよいし、ワイヤーブラシ等の軸部をドリル等の電動工具の先端に装着し電動で回動させて行ってもよい。
接着剤充填工程で充填する接着剤としては、不飽和ポリエステル樹脂、エポキシアクリレート樹脂、ビニルウレタン樹脂、エポキシ樹脂等を主成分とする有機系やセポルトランドメント、アルミナセメント等を主成分とする無機系の接着剤が好適に用いられる。尚、液状の接着剤を充填する代りにカプセル入りの接着剤を使用してもよい。
In addition, the pilot hole drilling process may be provided with a pilot hole roughening process that roughens the surface by, for example, scraping the hole wall (inner peripheral surface) of the pilot hole with a wire brush or the like. By roughening the hole wall of the lower hole to form irregularities, the adhesive filled in the lower hole and the surface of the hole wall of the lower hole are better bitten, and the anchor pull-out strength after curing the adhesive is effective. Can be improved. The rough surface roughening step may be performed by manually rotating a wire brush or the like, or by attaching a shaft portion of a wire brush or the like to the tip of a power tool such as a drill and rotating it electrically. .
Adhesives to be filled in the adhesive filling process are organic based mainly on unsaturated polyester resin, epoxy acrylate resin, vinyl urethane resin, epoxy resin, etc. A system adhesive is preferably used. Instead of filling the liquid adhesive, an encapsulated adhesive may be used.

アンカー埋設工程ではアンカーの埋設部を母材の下孔に挿入して埋設させる。アンカーの埋設部の上端外周に平板状の鍔部が形成又は配設されている場合、鍔部の下面が母材の表面に当接するまで埋設部を挿入することにより、鍔部を下孔の開口縁部に係止させることができ、母材の表面でアンカーを支持することができる。特に、鍔部の底面部にテーパ部が形成されている場合、下孔の中心とアンカーの中心が自動的に位置合わせされると共に、テーパ部が下孔の開口縁部に当接して安定に保持されるので、後工程における作業性を向上させることができる。
尚、必要に応じて下孔の外周にザグリを形成し、鍔部の上面と母材の表面が面一になるようにする。これにより、母材の表面に凹凸がなく、母材の全面で確実に被固定物を支持することができ、固定安定性に優れる。
In the anchor embedding process, the anchor embedding portion is inserted into the pilot hole of the base material and embedded. When a flat collar is formed or disposed on the outer periphery of the anchor's buried part, the buried part is inserted until the lower surface of the collar comes into contact with the surface of the base material. It can be locked to the opening edge, and the anchor can be supported on the surface of the base material. In particular, when the taper portion is formed on the bottom surface of the collar portion, the center of the pilot hole and the center of the anchor are automatically aligned, and the taper portion is in contact with the opening edge of the pilot hole and stably. Since it is hold | maintained, the workability | operativity in a post process can be improved.
If necessary, a counterbore is formed on the outer periphery of the prepared hole so that the upper surface of the collar and the surface of the base material are flush with each other. Thereby, there is no unevenness on the surface of the base material, the object to be fixed can be reliably supported on the entire surface of the base material, and the fixing stability is excellent.

仮固定工程では、嵌合部材により拡径部を直径方向に拡径させ、仮固定部材の外周を下孔の孔壁に圧接させる。嵌合部材が拡径部の嵌合孔の下端から挿入されている場合、所定深さに穿設された母材の下孔にアンカーの埋設部を挿入して下方に押圧するだけで、嵌合部材の下面が下孔の底面に押圧されることにより上昇し、拡径部を外側に押し広げて直径方向に拡径させることができ作業性に優れる。嵌合部材が拡径部の嵌合孔の上端から挿入されている場合、上方の雌ねじ部側から挿入した棒状の部材等で嵌合部材を下方に押圧することができるので、下孔の深さによらず確実に嵌合部材を降下させることができ、拡径部を外側に押し広げて直径方向に拡径させることができ信頼性、施工性に優れる。   In the temporary fixing step, the diameter-enlarged portion is expanded in the diameter direction by the fitting member, and the outer periphery of the temporary fixing member is pressed against the hole wall of the lower hole. When the fitting member is inserted from the lower end of the fitting hole of the enlarged diameter portion, the anchor is inserted by inserting the buried portion of the anchor into the lower hole of the base material drilled to a predetermined depth and pressing it downward. The lower surface of the combined member rises by being pressed against the bottom surface of the lower hole, and the diameter-expanded portion can be expanded outwardly to expand the diameter in the diameter direction. When the fitting member is inserted from the upper end of the fitting hole of the enlarged diameter portion, the fitting member can be pressed downward by a rod-like member or the like inserted from the upper female screw portion side. Regardless of this, the fitting member can be surely lowered, and the expanded diameter portion can be expanded outwardly and expanded in the diameter direction, thereby being excellent in reliability and workability.

請求項9に記載の発明は、請求項8に記載のアンカーの仮固定方法であって、前記アンカー埋設工程の前工程又は後工程として、請求項6に記載のアンカーの前記鍔部を上下に移動させて前記埋設部の埋設深さを調整する埋設深さ調整工程を備えた構成を有している。
この構成により、請求項8の作用に加え、以下のような作用を有する。
(1)アンカー埋設工程の前工程又は後工程として、アンカーの鍔部を上下に移動させて埋設部の埋設深さを調整する埋設深さ調整工程を有することにより、母材に穿設された下孔の深さに応じて鍔部の高さを自在に調整することができ、鍔部を母材の上面に係止させて埋設部を保持することができ、容易にアンカーの仮固定作業を行うことができる。
(2)埋設深さ調整工程を有することにより、嵌合孔の下端から挿入された嵌合部材の下面を下孔の底面に確実に当接させて押圧することができ、下孔の加工精度によらず拡径部を拡径させることができるので、仮固定部材の外周を下孔の孔壁に圧接させることができ、アンカーの仮固定を行うことができる。
The invention according to claim 9 is the anchor temporary fixing method according to claim 8, wherein the anchor part of the anchor according to claim 6 is moved up and down as a pre-process or a post-process of the anchor embedding process. It has the structure provided with the embedding depth adjustment process which moves and adjusts the embedding depth of the said embedding part.
With this configuration, in addition to the operation of the eighth aspect, the following operation is provided.
(1) As a pre-process or a post-process of the anchor embedding process, the base material is drilled by having an embedding depth adjusting process of adjusting the embedding depth of the embedding part by moving the anchor collar up and down. The height of the collar can be adjusted freely according to the depth of the pilot hole, the anchor can be locked to the upper surface of the base material, and the buried part can be held, making it easy to temporarily fix the anchor. It can be performed.
(2) By having the embedment depth adjustment step, the lower surface of the fitting member inserted from the lower end of the fitting hole can be brought into contact with the bottom surface of the lower hole and pressed, and the processing accuracy of the lower hole Regardless of this, since the diameter-expanded portion can be expanded, the outer periphery of the temporary fixing member can be brought into pressure contact with the hole wall of the lower hole, and the anchor can be temporarily fixed.

本発明の請求項10に記載の発明は、アンカーを用いた仮固定構造であって、前記母材に穿設された前記下孔に埋設され仮固定された請求項1乃至7の内いずれか1項に記載のアンカーと、前記アンカーの前記雌ねじ部に螺着された固定用ボルト又は前記雄ねじ部に螺着された固定用ナットと、前記固定用ボルト又は前記固定用ナットにより前記アンカーを介して前記母材に緊結固定された前記被固定物と、を備えた構成を有している。
この構成により、以下のような作用を有する。
(1)アンカーが母材に穿設された下孔に埋設され仮固定されているので、アンカーの雌ねじ部に螺着された固定用ボルト又は雄ねじ部に螺着された固定用ナットにより、アンカーを介して被固定物を母材に対して緊結固定することができる。
(2)アンカーの雌ねじ部に螺着された固定用ボルト又は雄ねじ部に螺着された固定用ナットにより、アンカーを介して被固定物が母材と固定されているので、下孔に充填された接着剤が完全に硬化していなくても被固定物が移動することがなく、作業を進めることができ、工期を短縮することができる。
(3)アンカーの雌ねじ部に螺着された固定用ボルト又は雄ねじ部に螺着された固定用ナットにより、アンカーを介して被固定物が母材と固定されているので、放置するだけで時間経過と共に接着剤が硬化し、アンカーが仮固定状態から固定状態に変化して被固定物と母材を強固に固定することができる。
The invention according to claim 10 of the present invention is a temporary fixing structure using an anchor, and is any one of claims 1 to 7 embedded and temporarily fixed in the lower hole drilled in the base material. The anchor according to claim 1, a fixing bolt screwed to the female screw portion of the anchor or a fixing nut screwed to the male screw portion, and the fixing bolt or the fixing nut via the anchor. And the fixed object tightly fixed to the base material.
This configuration has the following effects.
(1) Since the anchor is embedded and temporarily fixed in a pilot hole drilled in the base material, the anchor is fixed by a fixing bolt screwed to the female screw portion of the anchor or a fixing nut screwed to the male screw portion. Thus, the object to be fixed can be tightly fixed to the base material.
(2) Since the object to be fixed is fixed to the base material via the anchor by the fixing bolt screwed to the female screw part of the anchor or the fixing nut screwed to the male screw part, the prepared hole is filled. Even if the adhesive is not completely cured, the object to be fixed does not move, the work can be advanced, and the construction period can be shortened.
(3) The object to be fixed is fixed to the base material via the anchor by the fixing bolt screwed to the female threaded portion of the anchor or the fixing nut screwed to the male threaded portion. The adhesive is cured as time passes, and the anchor is changed from the temporarily fixed state to the fixed state, so that the fixed object and the base material can be firmly fixed.

以上のように、本発明のアンカーとその仮固定方法及びそれを用いた仮固定構造によれば、以下のような有利な効果が得られる。
請求項1に記載の発明によれば、以下のような効果を有する。
(1)拡径部が、埋設部の軸芯の長手方向と平行に埋設部の下端から所定高さまで穿設された嵌合孔と、埋設部の軸芯の長手方向と平行に嵌合孔の外周壁に形成され外周壁を分割する複数の分割溝を有し、嵌合部材が、下方に向かって嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部を有することで、アンカーの上端を下孔に対して押圧し、嵌合孔の下端から嵌合部材の拡径挿通部を挿入させるだけで、容易に拡径部を拡径させることができ、拡径部に外挿された仮固定部材を直径方向に拡径させることができるので、仮固定部材の外周を下孔の孔壁に圧接させることができ、仮固定部材自身が変形し母材に負担をかけることなくアンカーを下孔に仮固定することができ、縁空き寸法が少ない場所でも確実にアンカーの施工を行うことができる信頼性、施工性に優れたアンカーを提供することができる。
(2)嵌合部材が拡径挿通部の下端に形成された段差状の係止部を有することにより、拡径挿通部を拡径部の嵌合孔に挿入させた際に、係止部が嵌合孔の外周壁の下端に当接して係止されるので、嵌合部材の挿入量を規制することができ、拡径部の拡径量を常に一定に保つことができ、仮固定部材の外周を確実に下孔の孔壁に圧接させることができ、引抜き強度のばらつきを低減させることができる信頼性に優れたアンカーを提供することができる。
(3)仮固定部材が軟質性の金属又は弾性体で略円筒状に形成されていることにより、拡径部の拡径に応じて確実に仮固定部材を直径方向に拡径させることができ、拡径時の衝撃を吸収することができ、母材に負担をかけることなく仮固定部材の外周を下孔の孔壁に圧接させることができるので、圧接面が広がって大きな摩擦抵抗を得ることができ、アンカーの回転等を確実に防止することができ、アンカーの仮固定効果を向上させることができる施工性、信頼性に優れたアンカーを提供することができる。
(4)拡径部の外周に挿入された環状の仮固定部材を拡径させることにより、仮固定部材の外周を下孔の孔壁に圧接させ固定できるので、仮固定部材で均等に下孔の孔壁を押圧することができ、仮固定状態で一定の引抜き強度を確保できる信頼性に優れたアンカーを提供することができる。
(5)仮固定部材によりアンカーを母材の下孔に仮固定できるので、接着剤が完全に固化してアンカーが固定される前でも、雌ねじ部に固定用ボルトを螺着したり、雄ねじ部に固定用ナットを螺着したりしても仮固定部材の拡径部と下孔への摩擦抵抗によりアンカーが共回りすることがなく、確実に固定用ボルト又は固定用ナットをアンカーの雌ねじ部又は雄ねじ部に固定することができ、工期を短縮して母材と被固定物の固定作業を行うことができる施工性に優れたアンカーを提供することができる。
(6)アンカーが仮固定部材により母材の下孔に仮固定されると共に、埋設部の外周が接着剤により固定されるので、アンカーの引張り強度を向上させることができ、引抜き強度のばらつきを低減させることができる信頼性に優れたアンカーを提供することができる。
(7)嵌合部材の拡径挿通部の外径と嵌合孔の孔径との径の差や拡径部の分割溝の長さ等により、拡径部の拡径量を容易に調整することができる汎用性に優れたアンカーを提供することができる。
As described above, according to the anchor of the present invention, the temporary fixing method thereof, and the temporary fixing structure using the anchor, the following advantageous effects can be obtained.
According to invention of Claim 1, it has the following effects.
(1) The expanded diameter portion has a fitting hole drilled from the lower end of the buried portion to a predetermined height parallel to the longitudinal direction of the shaft core of the buried portion, and a fitting hole parallel to the longitudinal direction of the shaft core of the buried portion. A plurality of dividing grooves that are formed on the outer peripheral wall of the outer peripheral wall and split the outer peripheral wall; By having the anchor, the diameter-expanded portion can be easily expanded by simply pressing the upper end of the anchor against the lower hole and inserting the diameter-expanded insertion portion of the fitting member from the lower end of the fitting hole. Since the diameter of the temporary fixing member extrapolated to the diameter portion can be increased in the diameter direction, the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole, and the temporary fixing member itself is deformed to the base material. The anchor can be temporarily fixed to the pilot hole without imposing a burden, and the anchor can be securely installed even in places where there are few marginal dimensions. It is possible to provide an anchor reliability, excellent in workability that can.
(2) When the fitting member has a stepped locking portion formed at the lower end of the enlarged diameter insertion portion, the locking portion is inserted when the enlarged diameter insertion portion is inserted into the fitting hole of the enlarged diameter portion. Since it contacts and locks to the lower end of the outer peripheral wall of the fitting hole, the insertion amount of the fitting member can be regulated, and the diameter expansion amount of the expanded diameter portion can always be kept constant and temporarily fixed. The outer periphery of the member can be reliably brought into pressure contact with the hole wall of the pilot hole, and an anchor with excellent reliability that can reduce the variation in the pulling strength can be provided.
(3) Since the temporary fixing member is formed of a soft metal or an elastic body in a substantially cylindrical shape, the temporary fixing member can be reliably expanded in the diameter direction in accordance with the diameter expansion of the expanded diameter portion. Since the impact at the time of diameter expansion can be absorbed and the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole without imposing a burden on the base material, the pressure contact surface expands and a large frictional resistance is obtained. It is possible to provide an anchor excellent in workability and reliability that can reliably prevent the rotation of the anchor and improve the temporary fixing effect of the anchor.
(4) By expanding the diameter of the annular temporary fixing member inserted in the outer periphery of the enlarged diameter portion, the outer periphery of the temporary fixing member can be pressed and fixed to the hole wall of the lower hole. It is possible to provide a highly reliable anchor capable of pressing the hole wall and securing a certain pulling strength in a temporarily fixed state.
(5) Since the anchor can be temporarily fixed to the pilot hole of the base material by the temporary fixing member, the fixing bolt can be screwed to the female screw portion or the male screw portion even before the adhesive is completely solidified and the anchor is fixed. Even if the fixing nut is screwed to the anchor, the anchor does not rotate together due to the frictional resistance to the enlarged diameter portion of the temporary fixing member and the lower hole, and the fixing bolt or fixing nut is securely attached to the female screw portion of the anchor. Alternatively, it is possible to provide an anchor excellent in workability that can be fixed to the male screw portion and can shorten the work period and fix the base material and the fixed object.
(6) Since the anchor is temporarily fixed to the pilot hole of the base material by the temporary fixing member, and the outer periphery of the embedded portion is fixed by the adhesive, the tensile strength of the anchor can be improved and the variation in the pulling strength can be reduced. An anchor with excellent reliability that can be reduced can be provided.
(7) The diameter expansion amount of the expanded diameter part is easily adjusted by the difference in diameter between the outer diameter of the expanded diameter insertion part of the fitting member and the diameter of the fitting hole, the length of the split groove of the enlarged diameter part, and the like. An anchor having excellent versatility that can be provided can be provided.

請求項2に記載の発明によれば、請求項1の効果に加え、以下のような効果を有する。
(1)拡径部が、雌ねじ部の内径より小径で縮径部に連通し埋設部の下端まで穿設された嵌合孔と、埋設部の軸芯の長手方向と平行で頂部が縮径部の下端乃至上端まで形成され嵌合孔の外周壁及び縮径部の少なくとも一部を分割する複数の分割溝を有し、嵌合部材が、上方に向かって嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部を有することで、嵌合部材の上端を雌ねじ部から挿入した棒状の部材等で嵌合孔に対して圧接し、嵌合孔の上端から嵌合部材の拡径挿通部を挿入させるだけで、容易に拡径部を拡径させることができ、拡径部の外周に外挿された仮固定部材を直径方向に拡径させることができるので、仮固定部材の外周を下孔の孔壁に圧接させることができ、仮固定部材自身が変形し母材に負担をかけることなくアンカーを下孔に仮固定することができ、縁空き寸法が少ない場所でも確実にアンカーの施工を行うことができる信頼性、施工性に優れたアンカーを提供することができる。
(2)嵌合部材が拡径挿通部の上端に形成された段差状の係止部を有することにより、拡径挿通部を拡径部の嵌合孔に挿入させた際に、係止部が嵌合孔の外周壁の上端に当接して係止されるので、嵌合部材の挿入量を規制することができ、拡径部の拡径量を常に一定に保つことができ、仮固定部材の外周を確実に下孔の孔壁に圧接させることができ、引抜き強度のばらつきを低減させることができる信頼性に優れたアンカーを提供することができる。
(3)嵌合部材が拡径部の嵌合孔に上端から挿入されるので、下孔の深さによらず、雌ねじ部から挿入した棒状の部材等で確実に嵌合部材を押圧することができ、拡径部を一定量だけ安定して拡径させることができる施工性、信頼性に優れたアンカーを提供することができる。
(4)拡径部の上端部の外周壁を嵌合孔の外周壁よりも肉厚にして縮径部を形成すると共に、分割溝の頂部を縮径部の下端乃至上端まで形成して縮径部の少なくとも下端側の一部を分割することにより、嵌合部材を拡径部の嵌合孔に挿通した際に、拡径部を確実に変形させることができ施工性に優れ、拡径時の機械的強度を確保することができ信頼性、耐久性に優れたアンカーを提供することができる。
According to invention of Claim 2, in addition to the effect of Claim 1, it has the following effects.
(1) The diameter-expanded portion is smaller than the inner diameter of the female screw portion, communicates with the reduced-diameter portion, drilled to the lower end of the embedded portion, and the top portion has a reduced diameter parallel to the longitudinal direction of the shaft axis of the embedded portion. A plurality of dividing grooves that divide at least a part of the outer peripheral wall of the fitting hole and the reduced diameter portion, and are formed larger than the diameter of the fitting hole upward. By having an enlarged diameter insertion part formed to expand to the diameter, the upper end of the fitting member is pressed against the fitting hole with a rod-like member inserted from the female screw part and fitted from the upper end of the fitting hole. By simply inserting the expanded diameter insertion portion of the combined member, the expanded diameter portion can be easily expanded, and the temporary fixing member extrapolated to the outer periphery of the expanded diameter portion can be expanded in the diameter direction. The outer periphery of the temporary fixing member can be brought into pressure contact with the hole wall of the lower hole, and the temporary fixing member itself is deformed so that the anchor is not burdened. The can be temporarily fixed to the prepared hole, reliability can be reliably construction of the anchor also at the edges free size is small place, it is possible to provide an excellent anchor workability.
(2) When the fitting member has a stepped locking part formed at the upper end of the enlarged diameter insertion part, the locking part is inserted when the enlarged diameter insertion part is inserted into the fitting hole of the enlarged diameter part. Since the is abutted and locked to the upper end of the outer peripheral wall of the fitting hole, the insertion amount of the fitting member can be restricted, the diameter expansion amount of the expanded diameter portion can always be kept constant, and temporarily fixed The outer periphery of the member can be reliably brought into pressure contact with the hole wall of the pilot hole, and an anchor with excellent reliability that can reduce the variation in the pulling strength can be provided.
(3) Since the fitting member is inserted into the fitting hole of the enlarged diameter portion from the upper end, the fitting member is surely pressed with a rod-like member or the like inserted from the female screw portion regardless of the depth of the lower hole. Thus, it is possible to provide an anchor excellent in workability and reliability capable of stably expanding the diameter-expanded portion by a certain amount.
(4) The outer peripheral wall of the upper end portion of the enlarged diameter portion is made thicker than the outer peripheral wall of the fitting hole to form the reduced diameter portion, and the top of the dividing groove is formed from the lower end to the upper end of the reduced diameter portion. By dividing at least a part of the lower end side of the diameter part, when the fitting member is inserted into the fitting hole of the enlarged diameter part, the enlarged diameter part can be reliably deformed and the workability is excellent, and the enlarged diameter is obtained. The mechanical strength at the time can be ensured, and an anchor excellent in reliability and durability can be provided.

請求項3に記載の発明によれば、請求項1又は2の効果に加え、以下のような効果を有する。
(1)埋設部の上端外周に鍔部が形成又は配設されているので、鍔部を母材の上面や下孔の開口縁部に係止させて埋設部を保持することができ、下孔の内部にアンカーが埋没することがなく、埋設部のみを確実に下孔に埋設させることができ、アンカーの仮固定作業を行うことができる施工性、信頼性に優れたアンカーを提供することができる。
(2)埋設部の上端外周に鍔部が形成又は配設されているので、埋設部を母材の下孔に挿入する際に、鍔部を利用して埋設部を下孔に押し込むことができる作業性に優れる。
According to invention of Claim 3, in addition to the effect of Claim 1 or 2, it has the following effects.
(1) Since the flange is formed or disposed on the outer periphery of the upper end of the embedded portion, the embedded portion can be held by locking the flange to the upper surface of the base material or the opening edge of the lower hole. To provide an anchor excellent in workability and reliability, in which the anchor is not buried in the hole, only the buried portion can be reliably buried in the lower hole, and the anchor can be temporarily fixed. Can do.
(2) Since the flange is formed or disposed on the outer periphery of the upper end of the embedded portion, when the embedded portion is inserted into the lower hole of the base material, the embedded portion can be pushed into the lower hole using the flange. Excellent workability.

請求項4に記載の発明によれば、請求項1乃至3の内いずれか1項の効果に加え、以下のような効果を有する。
(1)埋設部の外周表面に突条部や凹凸部が形成されているので、埋設部の外周と下孔の孔壁との間に充填された接着剤と埋設部の外周表面との食い付きをよくして母材の下孔と埋設部との固定をより強固にすることができ、接合強度を向上させることができる信頼性に優れたアンカーを提供することができる。
According to invention of Claim 4, in addition to the effect of any one of Claims 1 thru | or 3, it has the following effects.
(1) Since protrusions and irregularities are formed on the outer peripheral surface of the embedded portion, the bite between the adhesive filled between the outer periphery of the embedded portion and the hole wall of the lower hole and the outer peripheral surface of the embedded portion It is possible to provide a highly reliable anchor capable of improving the attachment and further strengthening the fixing between the prepared hole of the base material and the embedded portion and improving the bonding strength.

請求項5に記載の発明によれば、請求項1又は3の効果に加え、以下のような効果を有する。
(1)埋設部の外周表面の埋設雄ねじ部を埋設部の上端に突設された雄ねじ部の外径と同径にすることにより、埋設雄ねじ部と雄ねじ部を一度の加工でまとめて形成することができる加工性、生産性に優れたアンカーを提供することができる。
(2)埋設部の外周表面に埋設雄ねじ部が形成されているので、埋設部の外周と下孔の孔壁との間に充填された接着剤と埋設部の外周表面との食い付きをよくして母材の下孔と埋設部との固定をより強固にすることができ、接合強度を向上させることができる信頼性に優れたアンカーを提供することができる。
According to invention of Claim 5, in addition to the effect of Claim 1 or 3, it has the following effects.
(1) By forming the embedded male screw portion on the outer peripheral surface of the embedded portion to the same diameter as the outer diameter of the male screw portion protruding from the upper end of the embedded portion, the embedded male screw portion and the male screw portion are formed together in a single process. An anchor excellent in processability and productivity can be provided.
(2) Since the embedded male screw part is formed on the outer peripheral surface of the embedded part, the adhesive filled between the outer periphery of the embedded part and the hole wall of the lower hole and the outer peripheral surface of the embedded part are well bitten. As a result, it is possible to provide a highly reliable anchor capable of further strengthening the fixation between the prepared hole of the base material and the embedded portion and improving the bonding strength.

請求項6に記載の発明によれば、請求項3又は5の効果に加え、以下のような効果を有する。
(1)鍔部が、雄ねじ部又は埋設雄ねじ部に螺合されることにより、母材に穿設された下孔の深さに応じて鍔部の高さを自在に調整することができ、特に、床面等の水平面に施工する場合、鍔部を母材の上面や下孔の開口縁部に係止させて埋設部を保持することができる施工性、信頼性に優れたアンカーを提供することができる。
(2)鍔部を雄ねじ部や埋設雄ねじ部に対し上下動自在に配設することができるので、複数の鍔部を螺合させることができ、母材と被固定物の間に任意の隙間を形成することができ、鍔部の高さを自在に調整して被固定物の水平出しを行ったり、高さ調整後に母材と被固定物の間にモルタル等を充填して母材と被固定物の固定を行ったりできる施工性に優れたアンカーを提供することができる。
(3)雄ねじ部や埋設雄ねじ部に複数の鍔部を配設することにより、容易に母材と被固定物の間に隙間を形成することができ、その隙間に断熱材や広告物等の部材を介在させることができる機能性、実用性に優れたアンカーを提供することができる。
According to invention of Claim 6, in addition to the effect of Claim 3 or 5, it has the following effects.
(1) The height of the collar can be freely adjusted according to the depth of the pilot hole drilled in the base material by screwing the collar to the male thread or the embedded male thread. In particular, when constructing on a horizontal surface such as a floor surface, we provide anchors with excellent workability and reliability that can hold the buried part by locking the collar part to the upper surface of the base material or the opening edge of the lower hole can do.
(2) Since the collar portion can be arranged to move up and down with respect to the male screw portion and the embedded male screw portion, a plurality of collar portions can be screwed together, and an arbitrary gap is provided between the base material and the fixed object. The height of the buttocks can be freely adjusted to level the object to be fixed, or after the height adjustment, mortar is filled between the base material and the object to be fixed. An anchor excellent in workability capable of fixing an object to be fixed can be provided.
(3) By arranging a plurality of flanges on the male screw part or the buried male screw part, a gap can be easily formed between the base material and the fixed object, and a heat insulating material, an advertisement, etc. can be formed in the gap. An anchor excellent in functionality and practicality capable of interposing a member can be provided.

請求項7に記載の発明によれば、請求項3乃至6の内いずれか1項の効果に加え、以下のような効果を有する。
(1)鍔部の上面に穿設されたアンカー保持凹部や鍔部の上面に突設されたアンカー保持凸部にアンカー保持用治具の凸部や凹部を嵌合又は係合することにより、簡便に埋設部を保持することができ、嵌合孔の下端から嵌合部材の拡径挿通部を挿入させて仮固定部材を拡径させる際に、埋設部が母材の下孔から浮き上がるのを防止でき、確実に仮固定部材を拡径させ、母材の下孔に強固に仮固定することができる施工性、信頼性に優れたアンカーを提供することができる。
(2)雌ねじ部に固定用ボルト等の雄ねじを螺着する際に、アンカー保持凹部やアンカー保持凸部を保持することができるので、埋設部の共回りを防ぐことができ、雌ねじ部と固定用ボルト等の雄ねじを確実かつ強固に固定することができる固定の信頼性に優れたアンカーを提供することができる。
According to invention of Claim 7, in addition to the effect of any one of Claims 3 thru | or 6, it has the following effects.
(1) By fitting or engaging the anchor holding concave portion drilled on the upper surface of the buttock or the anchor holding convex portion protruding on the upper surface of the buttock with the convex portion or concave portion of the anchor holding jig, The embedded portion can be easily held, and when the diameter-expanded insertion portion of the fitting member is inserted from the lower end of the fitting hole to increase the diameter of the temporary fixing member, the embedded portion is lifted from the lower hole of the base material. Thus, it is possible to provide an anchor having excellent workability and reliability that can securely prevent the temporary fixing member from being expanded and can be firmly fixed temporarily to the pilot hole of the base material.
(2) When a male screw such as a fixing bolt is screwed into the female screw part, the anchor holding concave part and anchor holding convex part can be held, so that the embedded part can be prevented from rotating together and fixed to the female screw part. It is possible to provide an anchor excellent in fixing reliability capable of reliably and firmly fixing a male screw such as a bolt for use.

請求項8に記載の発明によれば、以下のような効果を有する。
(1)下孔穿設工程で母材に穿設された下孔に接着剤を充填する接着剤充填工程を有するので、下孔に仮固定されたアンカーの埋設部の外周面を接着剤で強固に固定することができ、アンカーの引抜き強度を向上させることができる信頼性に優れたアンカーの仮固定方法を提供することができる。
(2)下孔に接着剤を充填する接着剤充填工程を有するので、アンカーの外周と下孔の孔壁との間を接着剤で埋めることができ、雨水や空気中の水分が浸入するのを防止でき、アンカーの腐食を防止できる信頼性、耐久性に優れたアンカーの仮固定方法を提供することができる。
(3)アンカー埋設工程により下孔にアンカーの埋設部を挿入して埋設すると共に、仮固定工程により嵌合部材又は押圧部材を押圧して拡径部を直径方向に拡径させることができ、仮固定部材の外周を下孔の孔壁に圧接させることができるので、アンカーの埋設部を母材の下孔に仮固定することができ、接着剤充填工程で充填された接着剤が固化する前に埋設部の雌ねじ部に固定用ボルトを螺着したり、雄ねじ部に固定用ナットを螺着したりすることができ、短期間で母材と被固定物の固定を行うことができ、工期の短縮を図ることができる施工性に優れたアンカーの仮固定方法を提供することができる。
(4)仮固定工程により嵌合部材を押圧することにより、拡径部を直径方向に拡径させ仮固定部材の外周を下孔の孔壁に圧接させることができるので、母材に負担をかけることなくアンカーを下孔に仮固定することができ、縁空き寸法が少ない場所でもひび割れ等の発生を防止でき、確実にアンカーの施工を行うことができる施工性、信頼性に優れたアンカーの仮固定方法を提供することができる。
According to invention of Claim 8, it has the following effects.
(1) Since there is an adhesive filling step of filling the pilot hole drilled in the base material with an adhesive in the pilot hole drilling step, the outer peripheral surface of the embedded portion of the anchor temporarily fixed in the pilot hole is covered with an adhesive. It is possible to provide a highly reliable anchor temporary fixing method that can be firmly fixed and can improve the pullout strength of the anchor.
(2) Since it has an adhesive filling process that fills the lower hole with an adhesive, the gap between the outer periphery of the anchor and the hole wall of the lower hole can be filled with the adhesive, and rainwater and moisture in the air can enter. Thus, it is possible to provide a method for temporarily fixing an anchor that is excellent in reliability and durability and can prevent corrosion of the anchor.
(3) The anchor burying step inserts and embeds the anchor buried portion in the pilot hole, and the temporary fixing step presses the fitting member or the pressing member to expand the diameter-expanded portion in the diameter direction. Since the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole, the embedded portion of the anchor can be temporarily fixed to the lower hole of the base material, and the adhesive filled in the adhesive filling process solidifies. The fixing bolt can be screwed to the female threaded part of the buried part before, or the fixing nut can be screwed to the male threaded part, and the base material and the object to be fixed can be fixed in a short period of time. It is possible to provide an anchor temporary fixing method excellent in workability capable of shortening the work period.
(4) By pressing the fitting member in the temporary fixing step, the diameter-expanded portion can be expanded in the diameter direction and the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole. An anchor with excellent workability and reliability that can be fixed temporarily in the pilot hole without being hung, can prevent cracking even in places where there are few marginal dimensions, and can be installed reliably. A temporary fixing method can be provided.

請求項9に記載の発明によれば、請求項8の効果に加え、以下のような効果を有する。
(1)アンカー埋設工程の前工程又は後工程として、アンカーの鍔部を上下に移動させて埋設部の埋設深さを調整する埋設深さ調整工程を有することにより、母材に穿設された下孔の深さに応じて鍔部の高さを自在に調整することができ、鍔部を母材の上面や下孔の開口縁部に係止させて埋設部を保持することができる施工性、信頼性に優れたアンカーの仮固定方法を提供することができる。
(2)埋設深さ調整工程を有することにより、嵌合孔の下端から挿入された嵌合部材の下面を下孔の底面に確実に当接させて押圧することができ、下孔の加工精度によらず拡径部を拡径させることができるので、仮固定部材の外周を下孔の孔壁に圧接させることができ、アンカーの仮固定を行うことができる施工性、信頼性に優れたアンカーの仮固定方法を提供することができる。
According to invention of Claim 9, in addition to the effect of Claim 8, it has the following effects.
(1) As a pre-process or a post-process of the anchor embedding process, the base material is drilled by having an embedding depth adjusting process of adjusting the embedding depth of the embedding part by moving the anchor collar up and down. Construction that can adjust the height of the collar part according to the depth of the pilot hole, and can hold the buried part by locking the collar part to the upper surface of the base material or the opening edge of the pilot hole. It is possible to provide a method for temporarily fixing an anchor excellent in reliability and reliability.
(2) By having the embedment depth adjustment step, the lower surface of the fitting member inserted from the lower end of the fitting hole can be brought into contact with the bottom surface of the lower hole and pressed, and the processing accuracy of the lower hole Regardless of the diameter, the diameter-expanded portion can be expanded, so that the outer periphery of the temporary fixing member can be pressed against the hole wall of the lower hole, and the anchor can be temporarily fixed. A method for temporarily fixing an anchor can be provided.

請求項10に記載の発明によれば、以下のような効果を有する。
(1)アンカーが母材に穿設された下孔に埋設され仮固定されているので、アンカーの雌ねじ部に螺着された固定用ボルト又は雄ねじ部に螺着された固定用ナットにより、アンカーを介して被固定物を母材に対して緊結固定することができる信頼性に優れたアンカーを用いた仮固定構造を提供することができる。
(2)アンカーの雌ねじ部に螺着された固定用ボルト又は雄ねじ部に螺着された固定用ナットにより、アンカーを介して被固定物が母材と固定されているので、下孔に充填された接着剤が完全に硬化していなくても被固定物が移動することがなく、作業を進めることができ、工期を短縮することができる施工性に優れたアンカーを用いた仮固定構造を提供することができる。
(3)アンカーの雌ねじ部に螺着された固定用ボルト又は雄ねじ部に螺着された固定用ナットにより、アンカーを介して被固定物が母材と固定されているので、放置するだけで時間経過と共に接着剤が硬化し、アンカーが仮固定状態から固定状態に変化して被固定物と母材を強固に固定することができる施工性、信頼性に優れたアンカーを用いた仮固定構造を提供することができる。
According to invention of Claim 10, it has the following effects.
(1) Since the anchor is embedded and temporarily fixed in a pilot hole drilled in the base material, the anchor is fixed by a fixing bolt screwed to the female screw portion of the anchor or a fixing nut screwed to the male screw portion. Thus, it is possible to provide a temporary fixing structure using an anchor having excellent reliability capable of tightly fixing an object to be fixed to a base material.
(2) Since the object to be fixed is fixed to the base material via the anchor by the fixing bolt screwed to the female screw part of the anchor or the fixing nut screwed to the male screw part, the prepared hole is filled. Even if the adhesive is not completely cured, the object to be fixed will not move, work can be carried out, and the work period can be shortened. can do.
(3) The object to be fixed is fixed to the base material via the anchor by the fixing bolt screwed to the female threaded portion of the anchor or the fixing nut screwed to the male threaded portion. A temporary fixing structure using an anchor with excellent workability and reliability that can firmly fix the object to be fixed and the base material by changing the anchor from the temporarily fixed state to the fixed state over time. Can be provided.

以下、本発明の実施の形態について、図面を用いて説明する。
(実施の形態1)
図1(a)は実施の形態1におけるアンカーを示す要部断面分解側面図であり、図1(b)は実施の形態1におけるアンカーを示す要部断面側面図である。
図1中、1は実施の形態1におけるアンカー、2はステンレス鋼、クロム鋼、鉄鋼、鋳鋼、鋳鉄、カーボン鉄鋼等の鉄製品やアルミニウム合金等の金属製の他、カーボン繊維やボロン繊維、ガラス繊維、金属繊維等の有機や無機の繊維と合成樹脂で成形加工したアンカー1の埋設部、2aは埋設部2の上端外周に形成されたアンカー1の鍔部、2bは鍔部2aの底面部に形成されたテーパ部、2cは埋設部2の外周面に形成された螺旋溝、3aは埋設部2の軸芯の長手方向と平行に埋設部2の上端から所定深さまで形設されたアンカー1の雌ねじ部、3bは雌ねじ部3aの下部に連通し雌ねじ部3aの内径よりも小径で穿設された連通孔、3cは連通孔3bの下部に連通して形成された縮径部、4は埋設部2の下端に形成されたアンカー1の拡径部、4aは埋設部2の下端から所定高さまで同軸状に穿設され縮径部3cと連設された拡径部4の嵌合孔、4bは嵌合孔4aの外周壁、4cは埋設部2の軸芯の長手方向と平行に縮径部3c及び嵌合孔4aの外周壁4bに3〜6箇所形成され縮径部3c及び外周壁4bを分割する拡径部4の複数の分割溝、4dは外周壁4bの上端に形成された拡径部4の段差、5は鉛等の軟質性の金属又はポリウレタン樹脂や合成ゴム等の弾性体で略円筒状に形成され拡径部4の下端外周に外挿された仮固定部材、6は拡径部4の嵌合孔4aに下端から挿入されたアンカー1の嵌合部材、6aは拡径部4の嵌合孔4aの孔径と同等の外径に形成され初期状態で嵌合孔4aに挿入され保持される嵌合部材6の円柱挿通部、6bは円柱挿通部6aの下端から下方に向かって円錐状に拡開して形成された嵌合部材6の拡径挿通部、6cは拡径挿通部6bの下端に形成され嵌合孔4aの外周壁4bの下端に当接して係止される嵌合部材6の段差状の係止部である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
(Embodiment 1)
FIG. 1A is an exploded cross-sectional side view of a main part showing an anchor in the first embodiment, and FIG. 1B is a cross-sectional side view of an essential part showing the anchor in the first embodiment.
In FIG. 1, 1 is the anchor in the first embodiment, 2 is made of iron products such as stainless steel, chrome steel, steel, cast steel, cast iron, carbon steel, and metal such as aluminum alloy, carbon fiber, boron fiber, and glass. An embedded portion of the anchor 1 molded with organic or inorganic fibers such as fibers and metal fibers and a synthetic resin, 2a is a flange portion of the anchor 1 formed on the outer periphery of the upper end of the embedded portion 2, and 2b is a bottom surface portion of the flange portion 2a. 2c is a spiral groove formed on the outer peripheral surface of the embedded portion 2, and 3a is an anchor formed from the upper end of the embedded portion 2 to a predetermined depth in parallel with the longitudinal direction of the axis of the embedded portion 2. 1, a female threaded portion 3b communicates with the lower portion of the female threaded portion 3a, and is formed with a smaller diameter bore than the female threaded portion 3a. 3c has a reduced diameter portion formed in communication with the lower portion of the communicating hole 3b. Is the anchor 1 formed at the lower end of the buried portion 2 The diameter portion, 4a is coaxially drilled from the lower end of the embedded portion 2 to a predetermined height, and the fitting hole of the enlarged diameter portion 4 connected to the reduced diameter portion 3c, 4b is the outer peripheral wall of the fitting hole 4a, 4c is A plurality of diameter-enlarged portions 4 that are formed in three to six locations on the outer peripheral wall 4b of the reduced diameter portion 3c and the fitting hole 4a in parallel with the longitudinal direction of the shaft core of the embedded portion 2 and divide the reduced diameter portion 3c and the outer peripheral wall 4b. The dividing grooves, 4d are steps of the enlarged diameter portion 4 formed at the upper end of the outer peripheral wall 4b, and 5 is an enlarged diameter portion formed of a soft metal such as lead or an elastic body such as polyurethane resin or synthetic rubber in a substantially cylindrical shape. 4 is a temporary fixing member that is extrapolated to the outer periphery of the lower end of 4, 6 is a fitting member of the anchor 1 inserted from the lower end into the fitting hole 4 a of the enlarged diameter portion 4, and 6 a is a hole diameter of the fitting hole 4 a of the enlarged diameter portion 4. The fitting member 6 is inserted into the fitting hole 4a and held in the initial state in the initial state, and the fitting member 6 has a cylindrical insertion portion 6b from the lower end of the cylindrical insertion portion 6a. The expanded diameter insertion portion 6c of the fitting member 6 formed to expand in a conical shape toward the direction is formed at the lower end of the expanded diameter insertion portion 6b and is in contact with the lower end of the outer peripheral wall 4b of the engagement hole 4a. It is a step-shaped locking part of the fitting member 6 to be locked.

雌ねじ部3aの下端と連通する連通孔3bを形成することによりアンカー1の埋設部2を軽量化している。また、連通孔3bの孔径を雌ねじ部3aの内径以下の孔径で形成することにより、雌ねじ部3aに螺着される固定用ボルト等の雄ねじの下端が嵌合部材6に干渉することを防止して、拡径部4や嵌合部材6等が破損したり、嵌合部材6が嵌合孔4aから抜け落ちたりすることを防いでいる。
連通孔3bの下端に連通して縮径部3cを形成することにより、拡径部4の上端部(縮径部3c)の外周壁を嵌合孔4aの外周壁4bよりも肉厚に形成することができ、拡径時の機械的強度に優れる。また、拡径部4を埋設部2の下端部で段差4dを介して肉厚が薄くなるように形成し、分割溝4cの頂部を縮径部3cの中央乃至縮径部3cの基部(上端)まで形成することにより、拡径挿通部6bを挿入した際に拡径し易く、拡径部4の破損を防止している。
The buried portion 2 of the anchor 1 is reduced in weight by forming a communication hole 3b communicating with the lower end of the female screw portion 3a. Further, by forming the communication hole 3b with a hole diameter equal to or smaller than the inner diameter of the female screw portion 3a, the lower end of the male screw such as a fixing bolt screwed to the female screw portion 3a is prevented from interfering with the fitting member 6. Thus, the enlarged diameter portion 4 and the fitting member 6 are prevented from being damaged, and the fitting member 6 is prevented from falling out of the fitting hole 4a.
By forming the reduced diameter portion 3c in communication with the lower end of the communication hole 3b, the outer peripheral wall of the upper end portion (reduced diameter portion 3c) of the enlarged diameter portion 4 is formed thicker than the outer peripheral wall 4b of the fitting hole 4a. It is excellent in mechanical strength during diameter expansion. Further, the enlarged diameter portion 4 is formed at the lower end portion of the embedded portion 2 so as to be thinned through the step 4d, and the top portion of the dividing groove 4c is the center of the reduced diameter portion 3c or the base portion (upper end of the reduced diameter portion 3c). ), It is easy to expand the diameter when the expanded diameter insertion portion 6b is inserted, and the expanded diameter portion 4 is prevented from being damaged.

拡径部4の分割溝4cは3〜6箇所、等間隔で形成した。分割溝4cの数が3箇所より少なくなるにつれ、嵌合孔4aに嵌合部材6の拡径挿通部6bを挿入するのが困難になり、拡径部4の拡径量が不足してアンカー1の仮固定の強度が不十分になる傾向があり、6箇所より多くなるにつれ、嵌合孔4aの外周壁4bの強度が低下し、拡径部4が破損し易くなる傾向があることがわかったためである。尚、分割溝4cを等間隔で形成することにより、拡径部4を拡径し易くし、仮固定部材5を均一に変形させることができ、仮固定状態での一定の引抜き強度を確保できる。   The dividing grooves 4c of the enlarged diameter portion 4 were formed at 3-6 locations at equal intervals. As the number of the dividing grooves 4c becomes smaller than three, it becomes difficult to insert the enlarged diameter insertion portion 6b of the fitting member 6 into the fitting hole 4a, and the diameter of the enlarged diameter portion 4 is insufficient and the anchor is insufficient. There is a tendency that the strength of the temporary fixing of 1 is insufficient, and as the number increases more than six, the strength of the outer peripheral wall 4b of the fitting hole 4a decreases, and the enlarged diameter portion 4 tends to be easily damaged. This is because I understand. In addition, by forming the dividing grooves 4c at equal intervals, the diameter-enlarged portion 4 can be easily enlarged, the temporarily fixing member 5 can be uniformly deformed, and a certain pulling strength in the temporarily fixed state can be secured. .

嵌合部材6の拡径挿通部6bの上端に外径が嵌合孔4aの孔径とほぼ同等の円柱挿通部6aを形成することにより、初期状態で嵌合部材6を嵌合孔4aに保持することができる。
また、嵌合部材6の拡径挿通部6bを下方に向かって嵌合孔4aの孔径よりも大径に拡開した略截頭円錐状に形成することにより、嵌合部材6を嵌合孔4aに押し込んで拡径部4を拡径させる際に、嵌合部材6をスムーズに案内することができ、施工性を向上させることができる。
By forming a cylindrical insertion portion 6a having an outer diameter substantially equal to the diameter of the fitting hole 4a at the upper end of the enlarged diameter insertion portion 6b of the fitting member 6, the fitting member 6 is held in the fitting hole 4a in the initial state. can do.
Moreover, the fitting member 6 is formed into a fitting hole by forming the enlarged-diameter insertion portion 6b of the fitting member 6 in a substantially truncated conical shape that expands downward from the diameter of the fitting hole 4a. When the diameter-expanded portion 4 is expanded by being pushed into 4a, the fitting member 6 can be smoothly guided and the workability can be improved.

尚、雌ねじ部3aを埋設部2の上端側から形設し、嵌合孔4を埋設部2の下端側から穿設して隔壁を形成し、雌ねじ部3aと嵌合孔4の間に連通孔3bを形成しないようにしてもよい。これにより、加工工数を低減でき、雌ねじ部3aに螺着される固定用ボルト等の雄ねじと嵌合部材6が接触することがなく、嵌合部材6や拡径部4の破損を確実に防止することができる。
嵌合部材6の拡径挿通部6bの外径と嵌合孔4aの孔径との径の差や拡径部4の分割溝4cの長さにより、拡径部4の拡径量を変化させることができる。また、拡径部4の嵌合孔4aの孔径や分割溝4cの長さが同一でも、拡径挿通部6bの外径が異なる嵌合部材6と組み合わせることにより、容易に拡径量を変化させることができ、汎用性に優れる。
The female screw portion 3 a is formed from the upper end side of the embedded portion 2, the fitting hole 4 is formed from the lower end side of the embedded portion 2 to form a partition, and the female screw portion 3 a and the fitting hole 4 communicate with each other. The hole 3b may not be formed. Thereby, the number of processing steps can be reduced, and the fitting member 6 and the male screw such as a fixing bolt screwed to the female screw portion 3a do not come into contact with each other, and the fitting member 6 and the enlarged diameter portion 4 can be reliably prevented from being damaged. can do.
Depending on the difference in diameter between the outer diameter of the enlarged diameter insertion portion 6b of the fitting member 6 and the diameter of the fitting hole 4a and the length of the dividing groove 4c of the enlarged diameter portion 4, the diameter expansion amount of the enlarged diameter portion 4 is changed. be able to. Moreover, even if the hole diameter of the fitting hole 4a of the enlarged diameter part 4 and the length of the dividing groove 4c are the same, the diameter expansion amount can be easily changed by combining with the fitting member 6 having a different outer diameter of the enlarged diameter insertion part 6b. It can be used and has excellent versatility.

以上のように形成された実施の形態1のアンカーを用いた仮固定構造について、図面を用いて説明する。
図2は実施の形態1のアンカーを用いた仮固定構造を示す要部断面側面図である。
図2中、10はコンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材、10aは母材表面、11は母材表面10aに直交して穿設されアンカー1が埋設され仮固定された下孔、11aは下孔11の孔壁、11bはアンカー1の鍔部2aのテーパ部2bが係止された下孔11の開口縁部、12は下孔11に充填され埋設部2の外周面の螺旋溝2cと下孔11の孔壁11aとの間を埋める有機系や無機系の接着剤、13はアンカー1の雌ねじ部3aに螺合された固定用ボルト、14は固定孔14aに固定用ボルト13が挿入され母材10の母材表面10a上に設置された被固定物、14bは被固定物14の裏面に形成されたザグリ、15は固定用ボルト13に挿入された座金、16は固定用ボルト13に螺着され母材10と被固定物14を固定する固定用ナットである。
The temporary fixing structure using the anchor of Embodiment 1 formed as described above will be described with reference to the drawings.
FIG. 2 is a cross-sectional side view of an essential part showing a temporary fixing structure using the anchor according to the first embodiment.
In FIG. 2, 10 is a base material of various structures such as a foundation, a wall, a pillar, and a fence formed of concrete, mortar, block, stone, wood, metal plate, 10a is a base material surface, and 11 is a base material surface. The lower hole 11a is drilled perpendicularly to 10a and is anchored and temporarily fixed by the anchor 1, 11a is the hole wall of the lower hole 11, 11b is the lower hole 11 in which the tapered portion 2b of the collar 2a of the anchor 1 is locked. An opening edge portion, 12 is filled in the lower hole 11, and an organic or inorganic adhesive filling the space between the spiral groove 2c on the outer peripheral surface of the embedded portion 2 and the hole wall 11a of the lower hole 11, and 13 is a female screw of the anchor 1 A fixing bolt screwed into the portion 3a, 14 is an object to be fixed installed on the surface 10a of the base material 10 with the fixing bolt 13 inserted into the fixing hole 14a, and 14b is on the back surface of the object 14 to be fixed. The formed counterbore, 15 is a washer inserted into the fixing bolt 13, and 16 is a fixed The base material 10 is screwed to use the bolt 13 is a fixing nut that fixes the object to be fixed 14.

鍔部2aの外径を母材10の下孔11の孔径よりも大径とすることにより、埋設部2を下孔11に挿入する際に、母材表面10aで下孔11の開口縁部11bに鍔部2aのテーパ部2bが締着され、鍔部2aの上面と母材表面10aが面一となっている。これにより、母材表面10aに凹凸がなく、母材表面10aの全面で確実に被固定物14を支持することができ、固定安定性に優れる。尚、被固定物14の裏面にザグリ14bを形成した場合は、アンカー1の鍔部2aが母材表面10aより突出していても、アンカー1と母材表面10aが干渉することがなく、施工性に優れる。
仮固定部材5の変形前の外径を母材10の下孔11の孔径よりも小径とすることにより、アンカー1の埋設部2を下孔11に挿入する際に仮固定部材5が下孔11の孔壁11aに引っ掛かったり、削れたりするのを防止している。
嵌合部材6の拡径挿通部6bの下端に形成した段差状の係止部6cを拡径後の嵌合孔4aの外周壁4bの下端に当接させて係止することにより、嵌合部材6の挿入量を規制することができ、拡径部4の拡径量を常に一定に保つことができ、仮固定部材5の外周を確実に下孔11の孔壁11aに圧接させることができる。
By setting the outer diameter of the flange portion 2 a to be larger than the hole diameter of the lower hole 11 of the base material 10, when the embedded portion 2 is inserted into the lower hole 11, the opening edge of the lower hole 11 on the base material surface 10 a The taper part 2b of the collar part 2a is fastened to 11b, and the upper surface of the collar part 2a and the base material surface 10a are flush with each other. Thereby, there is no unevenness | corrugation in the base material surface 10a, the to-be-fixed object 14 can be reliably supported in the whole surface of the base material surface 10a, and it is excellent in fixing stability. In addition, when the counterbore 14b is formed on the back surface of the fixed object 14, the anchor 1 and the base material surface 10a do not interfere with each other even if the flange portion 2a of the anchor 1 protrudes from the base material surface 10a. Excellent.
By setting the outer diameter of the temporary fixing member 5 before deformation to be smaller than the diameter of the lower hole 11 of the base material 10, the temporary fixing member 5 is prepared as a lower hole when the embedded portion 2 of the anchor 1 is inserted into the lower hole 11. 11 is prevented from being caught or scraped by the hole wall 11a.
The stepped locking portion 6c formed at the lower end of the diameter-enlarged insertion portion 6b of the fitting member 6 is brought into contact with the lower end of the outer peripheral wall 4b of the fitting hole 4a after the diameter expansion, thereby engaging. The insertion amount of the member 6 can be restricted, the diameter expansion amount of the diameter expansion portion 4 can always be kept constant, and the outer periphery of the temporary fixing member 5 can be securely brought into pressure contact with the hole wall 11a of the lower hole 11 it can.

以上のように構成された実施の形態1のアンカーの仮固定方法を図面を用いて説明する。
図3(a)は仮固定方法の下孔穿設工程を示す要部断面側面図であり、図3(b)は仮固定方法の接着剤充填工程を示す要部断面側面図であり、図3(c)は仮固定方法のアンカー埋設工程及び仮固定工程を示す要部断面側面図である。
まず、下孔穿設工程において、図3(a)に示すように、母材10の母材表面10aに直交する下孔11をハンマードリル等の工具を用いて穿設する。ハンマードリル等の工具の外周に、アンカー1の埋設部2等の長さに合わせてストッパーを配設することにより、所定深さの下孔11を画一的かつ簡単に穿設することができる。
下孔11の孔径はアンカー1の埋設部2及び仮固定部材5の外径よりも大径とし、埋設部2の鍔部2aよりも小径とする。これにより、後工程のアンカー埋設工程において、アンカー1の埋設部2を下孔11に挿入する際に埋設部2及び仮固定部材5が下孔11の孔壁11aに引っ掛かったり、削れたりすることがなく、また、埋設部2を下孔11に埋設する際に、母材表面10a近傍で鍔部2aのテーパ部2bを下孔11の開口縁部11bに当接させて位置決めでき、アンカー1の埋設部2を下孔11に安定して保持できる(図3(c)参照)。
A method of temporarily fixing the anchor of the first embodiment configured as described above will be described with reference to the drawings.
FIG. 3A is a cross-sectional side view of the main part showing the pilot hole drilling process of the temporary fixing method, and FIG. 3B is a cross-sectional side view of the main part showing the adhesive filling process of the temporary fixing method. 3 (c) is a cross-sectional side view of the main part showing an anchor embedding step and a temporary fixing step of the temporary fixing method.
First, in the pilot hole drilling step, as shown in FIG. 3A, the pilot hole 11 perpendicular to the base material surface 10a of the base material 10 is drilled using a tool such as a hammer drill. By disposing a stopper on the outer periphery of a tool such as a hammer drill in accordance with the length of the embedded portion 2 of the anchor 1, the pilot hole 11 having a predetermined depth can be formed uniformly and easily. .
The hole diameter of the lower hole 11 is larger than the outer diameter of the embedded portion 2 and the temporary fixing member 5 of the anchor 1 and smaller than the flange portion 2 a of the embedded portion 2. Thereby, in the anchor embedment process in the subsequent step, when the burying portion 2 of the anchor 1 is inserted into the lower hole 11, the burying portion 2 and the temporary fixing member 5 are caught or scraped by the hole wall 11 a of the lower hole 11. In addition, when the embedded portion 2 is embedded in the lower hole 11, the taper portion 2b of the flange portion 2a can be positioned in contact with the opening edge portion 11b of the lower hole 11 in the vicinity of the base material surface 10a. Can be stably held in the prepared hole 11 (see FIG. 3C).

次に、下孔穿設工程の後工程として、ブラシやブロワー等により下孔11の内部に溜まった切粉や水分を除去する下孔清掃工程を行う。これにより、下孔11へのアンカー1の埋設部2の挿入を容易にして確実に埋設部2を所定深さまで埋設することができると共に、後工程の接着剤充填工程で充填する接着剤12で埋設部2の外周面を斑なく覆うことができ、アンカー1の引抜き強度を確保することができ、信頼性を向上させることができる。
尚、下孔穿設工程を予め工場等で行なった場合、下孔11の加工精度に優れると共に、現場での作業工数を低減でき、生産性を向上させることができる。
また、下孔穿設工程には下孔11の孔壁11a(内周面)をワイヤーブラシ等で削る等して、表面を荒らす下孔粗面化工程を設けてもよい。下孔11の孔壁11aを荒らして凹凸を形成することにより、下孔11に充填された接着剤12と下孔11の孔壁11a表面との食い付きをよくして接着剤硬化後のアンカー1の引抜き強度を効果的に向上させることができる。
Next, as a subsequent process of the pilot hole drilling process, a pilot hole cleaning process is performed in which chips and moisture accumulated in the pilot hole 11 are removed by a brush, a blower, or the like. As a result, the embedded portion 2 of the anchor 1 can be easily inserted into the prepared hole 11 so that the embedded portion 2 can be reliably embedded to a predetermined depth, and the adhesive 12 that is filled in the subsequent adhesive filling step can be used. The outer peripheral surface of the embedded portion 2 can be covered without any spots, the pullout strength of the anchor 1 can be ensured, and the reliability can be improved.
In addition, when the pilot hole drilling step is performed in advance in a factory or the like, the processing accuracy of the pilot hole 11 is excellent, the number of work steps at the site can be reduced, and productivity can be improved.
In addition, the pilot hole drilling process may be provided with a pilot hole roughening process that roughens the surface by, for example, scraping the hole wall 11a (inner peripheral surface) of the pilot hole 11 with a wire brush or the like. By roughening the hole wall 11a of the lower hole 11 to form irregularities, the adhesive 12 filled in the lower hole 11 and the surface of the hole wall 11a of the lower hole 11 are improved, and the anchor after the adhesive is cured The pull-out strength of 1 can be effectively improved.

次に、接着剤充填工程において、図3(b)に示すように、下孔11の内部に接着剤12を充填し、アンカー埋設工程において、図3(c)に示すように、アンカー1の埋設部2を下孔11に挿入する。下孔11にアンカー1の埋設部2が挿入されることにより、接着剤12が埋設部2の外周面の螺旋溝2cと下孔11の孔壁11aとの間に広がって隙間なく充填される。埋設部2の外周面に螺旋溝2cが形成されていることにより、接着面積を広げるとともに接着剤12の硬化後のアンカー効果を向上させることができる。
尚、螺旋溝2cの代りに連続状の突条や非連続状の突部をランダムないしは所定間隔に形成しても同様の効果をえることができる。また、接着剤の種類(粘度)に応じて螺旋溝2c等の凹凸部の幅や深さを変えてもよい。更に、接着剤はカプセル入りのものを用いることもできる。
Next, in the adhesive filling step, as shown in FIG. 3 (b), the adhesive 12 is filled into the pilot holes 11, and in the anchor embedding step, as shown in FIG. The embedded portion 2 is inserted into the prepared hole 11. By inserting the embedded portion 2 of the anchor 1 into the lower hole 11, the adhesive 12 spreads between the spiral groove 2 c on the outer peripheral surface of the embedded portion 2 and the hole wall 11 a of the lower hole 11 and is filled without a gap. . By forming the spiral groove 2 c on the outer peripheral surface of the embedded portion 2, the adhesion area can be expanded and the anchor effect after the adhesive 12 is cured can be improved.
The same effect can be obtained by forming continuous ridges or discontinuous ridges at random or at predetermined intervals instead of the spiral groove 2c. Moreover, you may change the width | variety and depth of uneven | corrugated | grooved parts, such as the spiral groove 2c, according to the kind (viscosity) of an adhesive agent. Further, an adhesive with a capsule may be used.

次に、仮固定工程において、嵌合部材6の底面を下孔11の底面に当接させ、嵌合部材6の拡径挿通部6bにより拡径部4を拡径させるように、アンカー1を母材10の下孔11に鍔部2aを叩いたりして押し込む。
嵌合部材6の係止部6cが拡径後の嵌合孔4aの外周壁4bの下端に当接し係止されることにより、拡径部4を確実に一定量だけ拡径させることができ、仮固定部材5の外周を下孔11の孔壁11aに圧接させることができ、アンカー1を仮固定することができる。
Next, in the temporary fixing step, the anchor 1 is fixed so that the bottom surface of the fitting member 6 is brought into contact with the bottom surface of the lower hole 11 and the diameter-expanded portion 4 is expanded by the diameter-expanding insertion portion 6b of the fitting member 6. The collar part 2a is struck and pushed into the lower hole 11 of the base material 10.
Since the engaging portion 6c of the fitting member 6 is brought into contact with and locked to the lower end of the outer peripheral wall 4b of the fitting hole 4a after the diameter expansion, the diameter expanding portion 4 can be reliably expanded by a certain amount. The outer periphery of the temporary fixing member 5 can be pressed against the hole wall 11a of the lower hole 11, and the anchor 1 can be temporarily fixed.

以上のように実施の形態1におけるアンカーによれば、以下の作用を有する。
(1)埋設部2の上端外周に鍔部2aが形成されるとともに、鍔部2aの底面部にテーパ部が形成されているので、下孔11の開口縁部11bに鍔部2aのテーパ部2bを締着させて埋設部2を保持することができ、下孔11の内部にアンカー1が埋没することがなく、埋設部2のみを確実に下孔11に埋設させることができ、アンカー1の仮固定作業を行うことができる。
(2)埋設部2の上端外周に形成された鍔部2aを有するので、埋設部2を母材10の下孔11に挿入する際に、鍔部2aを利用して埋設部2を下孔11に押し込むことができ、作業性に優れる。
(3)拡径部4が、埋設部2の軸芯の長手方向と平行に埋設部2の下端から所定高さまで穿設された嵌合孔4aと、埋設部2の軸芯の長手方向と平行に縮径部3c及び嵌合孔4aの外周壁4bに形成され縮径部3cの下端側及び外周壁4bを分割する複数の分割溝4cを有し、嵌合部材6が、下方に向かって嵌合孔4aの孔径よりも大径に拡開した拡径挿通部6bを有することで、アンカー1の上端を下孔11に対して押圧し、嵌合孔4aの下端から嵌合部材6の拡径挿通部6bを挿入させるだけで、特別な工具等を用いることなく、容易に拡径部4を拡径させることができ、拡径部4の下端外周に外挿された仮固定部材5を直径方向に拡径させることができるので、仮固定部材5の外周を下孔11の孔壁11aに圧接させることができ、仮固定部材5自身が変形し母材10に負担をかけることなくアンカー1を下孔11に仮固定することができ、縁空き寸法が少ない場所でも確実にアンカー1の施工を行うことができる。
(4)嵌合部材6が拡径挿通部6bの下端に形成された段差状の係止部6cを有することにより、拡径挿通部6bを拡径部4の嵌合孔4aに挿入させた際に、係止部6cが嵌合孔4aの外周壁4bの下端に当接して係止されるので、嵌合部材6の挿入量を規制することができ、拡径部4の拡径量を常に一定に保つことができ、仮固定部材5の外周を確実に下孔11の孔壁11aに圧接させることができ、引抜き強度のばらつきを低減させることができる。
(5)仮固定部材5が軟質性の金属又は弾性体で略円筒状に形成されていることにより、拡径部4の拡径に応じて確実に仮固定部材5を直径方向に拡径させることができ、拡径時の衝撃を吸収することができ、母材10に負担をかけることなく仮固定部材5の外周を下孔11の孔壁11aに圧接させることができるので、圧接面が広がって大きな摩擦抵抗を得ることができ、アンカー1の回転等を確実に防止することができ、アンカー1の仮固定効果を向上させることができる。
(6)拡径部4の外周に挿入された略円筒状の仮固定部材5を拡径させることにより、仮固定部材5の外周を下孔11の孔壁11aに圧接させ固定できるので、仮固定部材5で均等に下孔11の孔壁11aを押圧することができ、仮固定状態で一定の引抜き強度を確保できる。
(7)仮固定部材5によりアンカー1を母材10の下孔11に仮固定できるので、接着剤12が完全に固化してアンカー1が固定される前でも、埋設部2の雌ねじ部3aに固定用ボルト13を螺着させた際に、仮固定部材5の拡径部4と下孔11への摩擦抵抗によりアンカー1が共回りすることがなく、確実に固定用ボルト13を雌ねじ部3aに固定することができ、母材10と被固定物14の固定作業を行うことができる。
(8)アンカー1が仮固定部材5により母材10の下孔11に仮固定されると共に、埋設部2の外周が接着剤12により固定されるので、アンカー1の引張り強度を向上させることができ、引抜き強度のばらつきを低減させることができる。
(9)雌ねじ部3aと嵌合孔4aとの間に雌ねじ部3aの内径以下の孔径で連通孔3bを有するので、アンカー1を軽量化できると共に、雌ねじ部3aに螺着される固定用ボルト13の下端が嵌合部材6に干渉することがなく、嵌合部材6や拡径部4等の破損を防止することができる。
(10)埋設部2の外周表面に螺旋溝2cが形成されているので、埋設部2の外周と下孔11の孔壁11aとの間に充填された接着剤12と埋設部2の外周表面との食い付きをよくして母材10の下孔11と埋設部2との固定をより強固にすることができる。
(11)鍔部2aの底面部に形成されたテーパ部2bを有することにより、母材10の下孔11に容易に埋設部2を位置合わせすることができ、仮固定部材5を拡径させた際に仮固定部材5の外周を均等に母材10の下孔11の孔壁11aに圧接させることができるので、より確実に母材10の下孔11に対して埋設部2を仮固定することができる。
(12)縮径部3cの外周壁が嵌合孔4aの外周壁4bよりも肉厚に形成されていることにより、拡径部4の拡径時の機械的強度に優れる。
(13)埋設部2の下端部で段差4dを介して肉厚が薄くなるように拡径部4を形成することにより、拡径挿通部6bを挿入した際に拡径部4が拡径し易く、施工性に優れる。
As described above, the anchor according to Embodiment 1 has the following effects.
(1) Since the flange portion 2a is formed on the outer periphery of the upper end of the embedded portion 2, and the tapered portion is formed on the bottom surface portion of the flange portion 2a, the tapered portion of the flange portion 2a is formed on the opening edge portion 11b of the lower hole 11. 2b can be fastened to hold the buried portion 2, the anchor 1 is not buried in the lower hole 11, and only the buried portion 2 can be reliably buried in the lower hole 11. Can be temporarily fixed.
(2) Since it has the collar part 2a formed in the upper end outer periphery of the embedment part 2, when inserting the embedment part 2 in the lower hole 11 of the base material 10, the embedment part 2 is used as a lower hole by utilizing the collar part 2a. 11 and is excellent in workability.
(3) The expanded diameter portion 4 includes a fitting hole 4a that is drilled from the lower end of the embedded portion 2 to a predetermined height in parallel with the longitudinal direction of the shaft core of the embedded portion 2, and the longitudinal direction of the shaft core of the embedded portion 2. There are a plurality of dividing grooves 4c formed in parallel on the outer peripheral wall 4b of the reduced diameter portion 3c and the fitting hole 4a and dividing the lower end side of the reduced diameter portion 3c and the outer peripheral wall 4b, and the fitting member 6 faces downward. By having the enlarged diameter insertion portion 6b that is expanded larger than the diameter of the fitting hole 4a, the upper end of the anchor 1 is pressed against the lower hole 11, and the fitting member 6 is pressed from the lower end of the fitting hole 4a. The diameter-enlarged portion 4 can be easily expanded without using a special tool or the like by inserting the diameter-enlarged insertion portion 6b. 5 can be expanded in the diameter direction, the outer periphery of the temporary fixing member 5 can be pressed against the hole wall 11a of the lower hole 11, The anchor 1 without constant member 5 itself burdening and Hahazai 10 deformed can be temporarily fixed to the lower hole 11, can be reliably construction of the anchor 1 at the edge free size is small place.
(4) Since the fitting member 6 has the stepped locking portion 6c formed at the lower end of the enlarged diameter insertion portion 6b, the enlarged diameter insertion portion 6b is inserted into the fitting hole 4a of the enlarged diameter portion 4. At this time, since the locking portion 6c is brought into contact with and locked to the lower end of the outer peripheral wall 4b of the fitting hole 4a, the insertion amount of the fitting member 6 can be restricted, and the diameter expansion amount of the diameter expansion portion 4 Can always be kept constant, the outer periphery of the temporary fixing member 5 can be reliably brought into pressure contact with the hole wall 11a of the lower hole 11, and variations in the drawing strength can be reduced.
(5) Since the temporary fixing member 5 is formed of a soft metal or an elastic body in a substantially cylindrical shape, the temporary fixing member 5 is surely expanded in the diameter direction in accordance with the expansion of the diameter expansion portion 4. It is possible to absorb the impact at the time of diameter expansion, and the outer periphery of the temporary fixing member 5 can be pressed into contact with the hole wall 11a of the lower hole 11 without imposing a burden on the base material 10. It spreads and a big frictional resistance can be obtained, rotation of the anchor 1 etc. can be prevented reliably, and the temporary fixing effect of the anchor 1 can be improved.
(6) By expanding the diameter of the substantially cylindrical temporary fixing member 5 inserted into the outer periphery of the enlarged diameter portion 4, the outer periphery of the temporary fixing member 5 can be pressed and fixed to the hole wall 11 a of the lower hole 11. The fixing member 5 can evenly press the hole wall 11a of the lower hole 11, and a certain pulling strength can be secured in the temporarily fixed state.
(7) Since the anchor 1 can be temporarily fixed to the lower hole 11 of the base material 10 by the temporary fixing member 5, even before the adhesive 12 is completely solidified and fixed to the anchor 1, the female screw portion 3a of the embedded portion 2 is fixed. When the fixing bolt 13 is screwed, the anchor 1 does not rotate together due to the frictional resistance to the enlarged diameter portion 4 and the lower hole 11 of the temporary fixing member 5, and the fixing bolt 13 is securely connected to the female screw portion 3a. The base material 10 and the fixed object 14 can be fixed.
(8) Since the anchor 1 is temporarily fixed to the pilot hole 11 of the base material 10 by the temporary fixing member 5 and the outer periphery of the embedded portion 2 is fixed by the adhesive 12, the tensile strength of the anchor 1 can be improved. It is possible to reduce the variation in the drawing strength.
(9) Since the communication hole 3b has a hole diameter less than or equal to the inner diameter of the female screw portion 3a between the female screw portion 3a and the fitting hole 4a, the anchor 1 can be reduced in weight and the fixing bolt screwed to the female screw portion 3a The lower end of 13 does not interfere with the fitting member 6, and damage to the fitting member 6, the enlarged diameter portion 4, etc. can be prevented.
(10) Since the spiral groove 2 c is formed on the outer peripheral surface of the embedded part 2, the adhesive 12 filled between the outer periphery of the embedded part 2 and the hole wall 11 a of the lower hole 11 and the outer peripheral surface of the embedded part 2 And the fixing between the prepared hole 11 of the base material 10 and the embedded portion 2 can be made stronger.
(11) By having the tapered portion 2b formed on the bottom surface portion of the flange portion 2a, the embedded portion 2 can be easily aligned with the lower hole 11 of the base material 10, and the diameter of the temporary fixing member 5 is increased. Since the outer periphery of the temporary fixing member 5 can be uniformly brought into pressure contact with the hole wall 11a of the lower hole 11 of the base material 10, the embedded portion 2 is temporarily fixed to the lower hole 11 of the base material 10 more reliably. can do.
(12) Since the outer peripheral wall of the reduced diameter portion 3c is formed thicker than the outer peripheral wall 4b of the fitting hole 4a, the mechanical strength at the time of diameter expansion of the enlarged diameter portion 4 is excellent.
(13) By forming the enlarged diameter portion 4 at the lower end of the embedded portion 2 through the step 4d, the enlarged diameter portion 4 is expanded when the enlarged diameter insertion portion 6b is inserted. Easy and excellent workability.

実施の形態1におけるアンカーを用いた仮固定構造によれば、以下の作用を有する。
(14)アンカー1が母材10に穿設された下孔11に埋設され仮固定されているので、アンカー1の雌ねじ部3aに螺着された固定用ボルト13と固定用ボルト13に螺着された固定用ナット16によりアンカー1を介して被固定物14を母材10に対して緊結固定することができる。
(15)アンカー1の雌ねじ部3aに螺着された固定用ボルト13と固定用ボルト13に螺着された固定用ナット16により、アンカー1を介して被固定物14が母材10と固定されているので、下孔11に充填された接着剤12が完全に硬化していなくても被固定物14が移動することがなく、作業を進めることができ、工期を短縮することができる。
(16)アンカー1の雌ねじ部3aに螺着された固定用ボルト13と固定用ボルト13に螺着された固定用ナット16により、アンカー1を介して被固定物14が母材10と固定されているので、放置するだけで時間経過と共に接着剤12が硬化し、アンカー1が仮固定状態から固定状態に変化して被固定物14と母材10を強固に固定することができる。
(17)仮固定部材5と嵌合部材6により、拡径部4の拡径量を規制することができ、下孔11の破壊を防止できる共に、確実にアンカー1を下孔11に仮固定することができる。
The temporary fixing structure using the anchor in the first embodiment has the following effects.
(14) Since the anchor 1 is embedded and temporarily fixed in the lower hole 11 formed in the base material 10, the anchor 1 is screwed to the fixing bolt 13 and the fixing bolt 13 that are screwed to the female thread portion 3 a of the anchor 1. The fixed object 14 can be tightly fixed to the base material 10 via the anchor 1 by the fixing nut 16 thus formed.
(15) The fixed object 14 is fixed to the base material 10 via the anchor 1 by the fixing bolt 13 screwed to the female thread portion 3a of the anchor 1 and the fixing nut 16 screwed to the fixing bolt 13. Therefore, even if the adhesive 12 filled in the lower hole 11 is not completely cured, the fixed object 14 does not move, the work can be advanced, and the construction period can be shortened.
(16) The fixed object 14 is fixed to the base material 10 via the anchor 1 by the fixing bolt 13 screwed to the female thread portion 3a of the anchor 1 and the fixing nut 16 screwed to the fixing bolt 13. Therefore, the adhesive 12 is hardened with the lapse of time just by leaving it, and the anchor 1 is changed from the temporarily fixed state to the fixed state, so that the fixed object 14 and the base material 10 can be firmly fixed.
(17) The temporary fixing member 5 and the fitting member 6 can regulate the amount of diameter expansion of the enlarged diameter portion 4, prevent the lower hole 11 from being broken, and securely fix the anchor 1 temporarily to the lower hole 11. can do.

実施の形態1におけるアンカーの仮固定方法によれば、以下の作用を有する。
(18)母材10に下孔11を穿設する下孔穿設工程を有するので、アンカー1の埋設部2と係止部6cの長さに合わせて下孔11を穿設することができ、アンカー1が母材表面10aから突出するのを防止でき、母材10と被固定物14とを確実に固定することができる。
(19)下孔穿設工程の後工程として、ブラシやブロワー等により下孔11の内部に溜まった切粉や水分を除去する下孔清掃工程を行うことにより、下孔11へのアンカー1の埋設部2の挿入を容易にして確実に埋設部2を所定深さまで埋設することができると共に、後工程の接着剤充填工程で充填する接着剤12で埋設部2の外周面を斑なく覆うことができ、アンカー1の引抜き強度を確保することができ、信頼性を向上させることができる。
(20)下孔11に接着剤12を充填する接着剤充填工程を有するので、下孔11に仮固定されたアンカー1の埋設部2の外周面を接着剤12で強固に固定することができ、アンカー1の引抜き強度を向上させることができる。
(21)また、接着剤充填工程を有するので、アンカー1の外周と下孔11の孔壁11aとの間を接着剤12で埋めることができ、雨水や空気中の水分が浸入するのを防止でき、アンカー1の腐食を防止でき耐久性を向上させることができる。
(22)アンカー埋設工程により下孔11にアンカー1の埋設部2を挿入して埋設すると共に、仮固定工程により嵌合部材6を押圧することにより、拡径部4を直径方向(下孔11の孔壁11a側)に拡径させることができ、仮固定部材5の外周を下孔11の孔壁11aに圧接させるので、アンカー1の埋設部2を母材10の下孔11に仮固定することができ、接着剤充填工程で充填された接着剤12が固化する前でも埋設部2の雌ねじ部3aに固定用ボルト13を螺着することができ、母材10に被固定物14の固定を行うことができる。
(23)仮固定工程により嵌合部材6を押圧することにより、拡径部4を直径方向に拡径させ仮固定部材5の外周を下孔11の孔壁11aに圧接させるので、母材10に負担をかけることなくアンカー1を下孔11に仮固定することができ、縁空き寸法が少ない場所でもひび割れ等の発生を防止でき、確実にアンカー1の施工を行うことができる。
(24)アンカー1の埋設部2の上端外周に鍔部2aが形成され、鍔部2aの底面部にテーパ部2bが形成されているので、下孔穿設工程において母材10に穿設する下孔11の孔径を鍔部2aの外形よりも小径に形成し、埋設部2を挿入することにより、下孔11の中心とアンカー1の中心が自動的に位置合わせされると共に、テーパ部2bが下孔11の開口縁部11bに締着され安定に保持され、後工程における作業性を向上させることができる。
The temporary anchor fixing method according to Embodiment 1 has the following effects.
(18) Since there is a pilot hole drilling step of drilling the pilot hole 11 in the base material 10, the pilot hole 11 can be drilled in accordance with the length of the embedded portion 2 and the locking portion 6c of the anchor 1. The anchor 1 can be prevented from protruding from the base material surface 10a, and the base material 10 and the fixed object 14 can be reliably fixed.
(19) As a post-process of the pilot hole drilling process, by performing a pilot hole cleaning process for removing chips and moisture accumulated in the pilot hole 11 with a brush, a blower or the like, the anchor 1 to the pilot hole 11 is The embedded portion 2 can be easily inserted to ensure that the embedded portion 2 can be embedded to a predetermined depth, and the outer peripheral surface of the embedded portion 2 can be covered with the adhesive 12 that is filled in the subsequent adhesive filling step. The pull-out strength of the anchor 1 can be ensured, and the reliability can be improved.
(20) Since there is an adhesive filling step of filling the adhesive hole 12 in the lower hole 11, the outer peripheral surface of the embedded portion 2 of the anchor 1 temporarily fixed in the lower hole 11 can be firmly fixed with the adhesive 12. The pull-out strength of the anchor 1 can be improved.
(21) Moreover, since it has an adhesive filling process, the space between the outer periphery of the anchor 1 and the hole wall 11a of the lower hole 11 can be filled with the adhesive 12 to prevent intrusion of rainwater or moisture in the air. The corrosion of the anchor 1 can be prevented and the durability can be improved.
(22) The embedded portion 2 of the anchor 1 is inserted and embedded in the lower hole 11 by the anchor embedding process, and the fitting member 6 is pressed by the temporary fixing process, whereby the enlarged diameter portion 4 is changed in the diameter direction (the lower hole 11). Since the outer periphery of the temporary fixing member 5 is brought into pressure contact with the hole wall 11a of the lower hole 11, the embedded portion 2 of the anchor 1 is temporarily fixed to the lower hole 11 of the base material 10. Even before the adhesive 12 filled in the adhesive filling process is solidified, the fixing bolt 13 can be screwed onto the female screw portion 3a of the embedded portion 2, and the fixing material 14 can be attached to the base material 10. Fixing can be performed.
(23) By pressing the fitting member 6 in the temporary fixing step, the diameter-expanded portion 4 is expanded in the diameter direction, and the outer periphery of the temporary fixing member 5 is pressed against the hole wall 11a of the lower hole 11. The anchor 1 can be temporarily fixed to the lower hole 11 without imposing a burden on the surface, and the occurrence of cracks and the like can be prevented even in places where the marginal dimension is small, so that the anchor 1 can be reliably constructed.
(24) Since the flange portion 2a is formed on the outer periphery of the upper end of the embedded portion 2 of the anchor 1, and the tapered portion 2b is formed on the bottom surface portion of the flange portion 2a, the base material 10 is drilled in the pilot hole drilling step. By forming the hole diameter of the lower hole 11 smaller than the outer shape of the flange portion 2a and inserting the embedded portion 2, the center of the lower hole 11 and the center of the anchor 1 are automatically aligned, and the tapered portion 2b. Is fastened to the opening edge 11b of the lower hole 11 and is stably held, and the workability in the subsequent process can be improved.

(実施の形態2)
本発明の実施の形態2におけるアンカーについて、以下、図面を用いて説明する。尚、実施の形態1と同様のものには同一の符号を付して説明を省略する。
図4は実施の形態2におけるアンカーを示す要部断面側面図である。
図4において実施の形態2におけるアンカーが実施の形態1と異なるのは、アンカー1aが雌ねじ部3aに代えて埋設部2の軸芯の長手方向と平行に埋設部2の上端に連設された雄ねじ部3dを有する点と、埋設部2の螺旋溝2cに代えて外周表面に雄ねじ部3dの外径と同径に形設された埋設雄ねじ部2dを有する点と、鍔部2aが雄ねじ部3d及び埋設雄ねじ部2dに対し高さ調整自在に螺合されている点である。
(Embodiment 2)
The anchor according to Embodiment 2 of the present invention will be described below with reference to the drawings. In addition, the same code | symbol is attached | subjected to the thing similar to Embodiment 1, and description is abbreviate | omitted.
FIG. 4 is a cross-sectional side view of an essential part showing the anchor in the second embodiment.
In FIG. 4, the anchor in the second embodiment is different from the first embodiment in that the anchor 1a is connected to the upper end of the embedded portion 2 in parallel with the longitudinal direction of the axial center of the embedded portion 2 instead of the female screw portion 3a. A point having a male screw part 3d, a point having an embedded male screw part 2d formed on the outer peripheral surface with the same diameter as the outer diameter of the male screw part 3d in place of the spiral groove 2c of the buried part 2, and a flange part 2a having a male screw part This is a point that the height is adjustable with respect to 3d and the embedded male screw portion 2d.

以上のように形成された実施の形態2のアンカーを用いた仮固定構造について、図面を用いて説明する。
図5は実施の形態2のアンカーを用いた仮固定構造を示す要部断面側面図である。
埋設部2の上端に連設された雄ねじ部3dを有するので、被固定物14の固定孔14aをアンカー1aの雄ねじ部3dに挿入し固定用ナット16を螺合するだけで、容易に母材10に被固定物14を固定することができ、施工性に優れる。
The temporary fixing structure using the anchor of Embodiment 2 formed as described above will be described with reference to the drawings.
FIG. 5 is a cross-sectional side view of an essential part showing a temporary fixing structure using the anchor according to the second embodiment.
Since it has the male screw part 3d continuously provided at the upper end of the burying part 2, the base material can be easily obtained by simply inserting the fixing hole 14a of the fixed object 14 into the male screw part 3d of the anchor 1a and screwing the fixing nut 16 therewith. The object 14 can be fixed to 10 and the workability is excellent.

以上のように構成された実施の形態2のアンカーの仮固定方法は、アンカー埋設工程の前工程や後工程として、アンカー1aの鍔部2aを上下に移動させて埋設部2の埋設深さを調整する埋設深さ調整工程を有する以外は実施の形態1と同様なので、ここでは埋設深さ調整工程のみについて説明する。
アンカー1aが埋設部2の外周表面に雄ねじ部3dの外径と同径に形設された埋設雄ねじ部2dを有することにより、鍔部2aを雄ねじ部3d及び埋設雄ねじ部2dに対し高さ調整自在に螺合することができるので、埋設深さ調整工程において、母材10の下孔11の深さに応じて容易に鍔部2aの高さ調整を行うことができる。これにより、下孔11の深さによらず、確実に鍔部2aのテーパ部2bを下孔11の開口縁部11bに締着させることができ、母材10でアンカー1aを保持することができると共に、嵌合部材6の下端面を確実に下孔11の底面に当接させることができ、嵌合部材6の拡径挿通部6bを嵌合孔4aに挿入させて拡径部4を拡径させることができるので、施工性、汎用性に優れる。
In the anchor fixing method of the anchor according to the second embodiment configured as described above, the embedment depth of the embedment portion 2 is increased by moving the collar 2a of the anchor 1a up and down as a pre-process or a post-process of the anchor embedment process. Since it is the same as that of Embodiment 1 except having the embedding depth adjustment process to adjust, only the embedding depth adjustment process is demonstrated here.
The anchor 1a has an embedded male screw portion 2d formed on the outer peripheral surface of the embedded portion 2 so as to have the same outer diameter as the male screw portion 3d. Since it can be screwed freely, in the embedment depth adjusting step, the height of the flange 2a can be easily adjusted according to the depth of the lower hole 11 of the base material 10. Thereby, the taper portion 2b of the flange portion 2a can be securely fastened to the opening edge portion 11b of the lower hole 11 regardless of the depth of the lower hole 11, and the anchor 1a can be held by the base material 10. In addition, the lower end surface of the fitting member 6 can be surely brought into contact with the bottom surface of the lower hole 11, and the enlarged diameter insertion portion 6 b of the fitting member 6 is inserted into the fitting hole 4 a to Since the diameter can be increased, it is excellent in workability and versatility.

尚、本実施の形態では、鍔部2aを雄ねじ部3d又は埋設雄ねじ部2dに螺合させたが、環状に形成した鍔部の内周底面側に、内径が埋設部2の外形にほぼ等しく、外径が母材10の下孔11の孔径にほぼ等しい円筒部を形成し、埋設部2に対して着脱自在に挿入するようにしてもよい。これにより、円筒部が埋設部2の外周と母材10の下孔11の内周との間に嵌合され、簡単かつ確実に鍔部2aの底面を母材表面10aに係止させることができ、下孔11の中心と埋設部2の中心をほぼ一致させることができるので、埋設部2を直立させて保持することができ、施工性に優れる。
また、複数個の鍔部2aを任意の間隔をあけて雄ねじ部3d又は埋設雄ねじ部2dに螺合してもよい。これにより、鍔部2aで被固定物14の位置(高さ)を調整して母材10と被固定物14の間に隙間を形成することができ、隙間にモルタル等の充填剤を充填して固定をより強固にしたり、断熱材や広告物等の板状の部材等を層状に挟んで固定したりできる。
In the present embodiment, the flange portion 2a is screwed into the male screw portion 3d or the embedded male screw portion 2d. Alternatively, a cylindrical portion whose outer diameter is substantially equal to the hole diameter of the lower hole 11 of the base material 10 may be formed, and may be detachably inserted into the embedded portion 2. Thereby, the cylindrical portion is fitted between the outer periphery of the embedded portion 2 and the inner periphery of the lower hole 11 of the base material 10, and the bottom surface of the flange portion 2a can be easily and reliably locked to the base material surface 10a. Since the center of the lower hole 11 and the center of the embedded portion 2 can be substantially matched, the embedded portion 2 can be held upright and excellent in workability.
Further, the plurality of flange portions 2a may be screwed into the male screw portion 3d or the embedded male screw portion 2d with an arbitrary interval. As a result, the position (height) of the fixed object 14 can be adjusted by the flange portion 2a to form a gap between the base material 10 and the fixed object 14, and the gap is filled with a filler such as mortar. Thus, the fixing can be further strengthened, or a plate-like member such as a heat insulating material or an advertisement can be sandwiched and fixed in layers.

以上のように実施の形態2におけるアンカーによれば、実施の形態1の作用に加え、以下の作用を有する。
(1)埋設部2の軸芯の長手方向と平行に埋設部2の上端に突設された雄ねじ部3dを有することにより、被固定物14の固定孔14aを雄ねじ部3dに挿入し固定用ナット16を螺合するだけで母材10に被固定物14を固定することができる。
(2)埋設部2の外周表面の埋設雄ねじ部2dを埋設部2の上端に突設された雄ねじ部3dの外径と同径にすることにより、埋設雄ねじ部2dと雄ねじ部3dを一度の加工でまとめて形成することができ、加工性を向上させることができる。
(3)埋設部2の外周表面に埋設雄ねじ部2dが形成されているので、埋設部2の外周と下孔11の孔壁11aとの間に充填された接着剤12と埋設部2の外周表面との食い付きをよくして母材10の下孔11と埋設部2との固定をより強固にすることができる。
(4)鍔部2aが、雄ねじ部3d又は埋設雄ねじ部2dに螺合されることにより、母材10に穿設された下孔11の深さに応じて鍔部2aの高さを自在に調整することができ、特に床面等の水平面に施工する場合、鍔部2aのテーパ部2bを下孔11の開口縁部11bに締着させて埋設部2を保持することができ、汎用性、施工性に優れる。
As described above, the anchor according to the second embodiment has the following operation in addition to the operation of the first embodiment.
(1) By having a male screw portion 3d projecting from the upper end of the buried portion 2 parallel to the longitudinal direction of the shaft core of the buried portion 2, the fixing hole 14a of the fixed object 14 is inserted into the male screw portion 3d for fixing. The fixed object 14 can be fixed to the base material 10 only by screwing the nut 16.
(2) By setting the embedded male screw part 2d on the outer peripheral surface of the embedded part 2 to the same diameter as the outer diameter of the male screw part 3d projecting from the upper end of the embedded part 2, the embedded male screw part 2d and the male screw part 3d are They can be formed together by processing, and the workability can be improved.
(3) Since the embedded male screw portion 2 d is formed on the outer peripheral surface of the embedded portion 2, the adhesive 12 filled between the outer periphery of the embedded portion 2 and the hole wall 11 a of the lower hole 11 and the outer periphery of the embedded portion 2. The biting with the surface can be improved and the fixing of the prepared hole 11 of the base material 10 and the embedded portion 2 can be made stronger.
(4) When the collar part 2a is screwed into the male screw part 3d or the embedded male screw part 2d, the height of the collar part 2a can be freely set according to the depth of the lower hole 11 formed in the base material 10. In particular, when constructing on a horizontal surface such as a floor surface, the embedded portion 2 can be held by fastening the tapered portion 2b of the flange portion 2a to the opening edge portion 11b of the lower hole 11, which is versatile. Excellent workability.

実施の形態2におけるアンカーを用いた仮固定構造によれば、以下の作用を有する。
(5)アンカー1aが母材10に穿設された下孔11に埋設され仮固定されているので、アンカー1aの雄ねじ部3dに螺着された固定用ナット16により、少ない工数でアンカー1aを介して被固定物14を母材10に対して緊結固定することができる。
(6)アンカー1aの雄ねじ部3dに螺着された固定用ナット16により、アンカー1aを介して被固定物14が母材10と固定されているので、下孔11に充填された接着剤12が完全に硬化していなくても被固定物14が移動することがなく、作業を進めることができ、工期を短縮することができる。
(7)アンカー1aの雄ねじ部3dに螺着された固定用ナットにより、アンカー1aを介して被固定物14が母材10と固定されているので、放置するだけで時間経過と共に接着剤12が硬化し、アンカー1aが仮固定状態から固定状態に変化して被固定物14と母材10を強固に固定することができる。
(8)鍔部2aを雄ねじ部3d及び埋設雄ねじ部2dに対し上下動自在に配設することができるので、複数の鍔部2aを螺合させることができ、母材10と被固定物14の間に任意の隙間を形成することができ、鍔部2aの高さを自在に調整して被固定物14の水平出しを行ったり、高さ調整後に母材10と被固定物14の間にモルタル等を充填して母材10と被固定物14の固定を行ったりでき、施工性に優れる。
(9)雄ねじ部3d及び埋設雄ねじ部2dに複数の鍔部2aを配設した場合、容易に母材10と被固定物14の間に隙間を形成することができるので、その隙間に断熱材や広告物等の部材を介在させることができ、機能性、実用性に優れる。
The temporary fixing structure using the anchor in the second embodiment has the following effects.
(5) Since the anchor 1a is embedded and temporarily fixed in the lower hole 11 formed in the base material 10, the anchor 1a can be attached with a small number of man-hours by the fixing nut 16 screwed to the male thread portion 3d of the anchor 1a. Thus, the fixed object 14 can be tightly fixed to the base material 10.
(6) Since the fixing object 14 is fixed to the base material 10 via the anchor 1a by the fixing nut 16 screwed to the male screw portion 3d of the anchor 1a, the adhesive 12 filled in the prepared hole 11 is used. Even if it is not completely cured, the fixed object 14 does not move, the work can be advanced, and the construction period can be shortened.
(7) Since the fixing object 14 is fixed to the base material 10 via the anchor 1a by the fixing nut screwed to the male thread portion 3d of the anchor 1a, the adhesive 12 can be removed over time only by leaving it alone. It hardens | cures, the anchor 1a changes from a temporarily fixed state to a fixed state, and the to-be-fixed object 14 and the base material 10 can be fixed firmly.
(8) Since the flange portion 2a can be disposed so as to be vertically movable with respect to the male screw portion 3d and the embedded male screw portion 2d, the plurality of flange portions 2a can be screwed together, and the base material 10 and the fixed object 14 An arbitrary gap can be formed between the base material 10 and the fixed object 14 after the height is adjusted by freely adjusting the height of the flange 2a. The base material 10 and the object to be fixed 14 can be fixed by filling mortar or the like, and the workability is excellent.
(9) When a plurality of flanges 2a are arranged in the male screw portion 3d and the embedded male screw portion 2d, a gap can be easily formed between the base material 10 and the fixed object 14, and therefore a heat insulating material is provided in the gap. And members such as advertisements can be interposed, and it is excellent in functionality and practicality.

実施の形態2におけるアンカーの仮固定方法によれば、実施の形態1の作用に加え、以下の作用を有する。
(10)アンカー埋設工程の前工程又は後工程として、アンカー1aの鍔部2aを上下に移動させて埋設部2の埋設深さを調整する埋設深さ調整工程を有することにより、母材10に穿設された下孔11の深さに応じて鍔部2aの高さを自在に調整することができ、特に床面等の水平面に施工する場合、鍔部2aのテーパ部2bを下孔11の開口縁部11bに締着させて埋設部2を保持することができ、確実にアンカー1aの仮固定作業を行うことができる。
(11)埋設深さ調整工程を有することにより、嵌合孔4aの下端から挿入された嵌合部材6の下面を下孔11の底面に確実に当接させて押圧することができ、下孔11の加工精度によらず拡径部4を拡径させることができるので、仮固定部材5の外周を下孔11の孔壁11aに圧接させることができ、アンカー1aの仮固定を行うことができる。
According to the anchor temporary fixing method in the second embodiment, in addition to the operation in the first embodiment, the following operation is provided.
(10) As a pre-process or a post-process of the anchor burying step, the base material 10 has a burying depth adjusting step of adjusting the burying depth of the burying portion 2 by moving the collar 2a of the anchor 1a up and down. The height of the flange portion 2a can be freely adjusted according to the depth of the drilled lower hole 11, and particularly when the construction is performed on a horizontal surface such as a floor surface, the tapered portion 2b of the flange portion 2a is formed in the lower hole 11. The embedded portion 2 can be held by being fastened to the opening edge portion 11b, and the anchor 1a can be securely fixed temporarily.
(11) By having the embedment depth adjustment step, the lower surface of the fitting member 6 inserted from the lower end of the fitting hole 4a can be brought into contact with the bottom surface of the lower hole 11 and pressed. Since the diameter-expanded portion 4 can be expanded regardless of the processing accuracy of 11, the outer periphery of the temporary fixing member 5 can be brought into pressure contact with the hole wall 11a of the lower hole 11, and the anchor 1a can be temporarily fixed. it can.

(実施の形態3)
本発明の実施の形態3におけるアンカーについて、以下、図面を用いて説明する。尚、実施の形態1と同様のものには同一の符号を付して説明を省略する。
図6(a)は実施の形態3におけるアンカーを示す平面図であり、図6(b)は実施の形態3におけるアンカーを示す要部断面側面図であり、図7は実施の形態3におけるアンカーの仮固定状態を示す要部断面側面図である。
図6において実施の形態3におけるアンカーが実施の形態1と異なるのは、アンカー1bの鍔部2aの上面に穿設された2つの円形状のアンカー保持凹部2eを有する点と、アンカー1bの嵌合部材6が埋設部2の鍔部2a側から拡径部4の嵌合孔4aに挿入され連通孔3b及び嵌合孔4bの内壁に保持されている点である。
(Embodiment 3)
An anchor according to Embodiment 3 of the present invention will be described below with reference to the drawings. In addition, the same code | symbol is attached | subjected to the thing similar to Embodiment 1, and description is abbreviate | omitted.
FIG. 6A is a plan view showing an anchor in the third embodiment, FIG. 6B is a cross-sectional side view of an essential part showing the anchor in the third embodiment, and FIG. 7 is an anchor in the third embodiment. It is a principal part cross-sectional side view which shows the temporarily fixed state.
In FIG. 6, the anchor in the third embodiment is different from that in the first embodiment in that it has two circular anchor holding recesses 2e drilled in the upper surface of the flange 2a of the anchor 1b and the fitting of the anchor 1b. The joint member 6 is inserted into the fitting hole 4a of the enlarged diameter portion 4 from the flange portion 2a side of the embedded portion 2 and is held on the inner walls of the communication hole 3b and the fitting hole 4b.

連通孔3bの下端に連設して縮径部3cを形成し、分割溝4cの頂部を縮径部3cの下端乃至上端まで形成した。これにより、嵌合部材6の拡径挿通部6bを嵌合孔4aの上端側から挿入した際に、拡径部4の外周壁4bを縮径部3cの基部(上端)近傍を中心に変形させ確実に拡径させることができる。
また、嵌合部材6が埋設部2の内部に保持されていることにより、嵌合部材6が抜け落ちて紛失する可能性が低く、信頼性、実用性に優れる。
The reduced diameter portion 3c is formed continuously with the lower end of the communication hole 3b, and the top of the dividing groove 4c is formed from the lower end to the upper end of the reduced diameter portion 3c. Thereby, when the enlarged diameter insertion portion 6b of the fitting member 6 is inserted from the upper end side of the fitting hole 4a, the outer peripheral wall 4b of the enlarged diameter portion 4 is deformed around the vicinity of the base (upper end) of the reduced diameter portion 3c. The diameter can be surely expanded.
Further, since the fitting member 6 is held inside the embedded portion 2, the possibility that the fitting member 6 falls off and is lost is low, and the reliability and practicality are excellent.

以上のように形成された実施の形態3のアンカーを用いた仮固定構造は実施の形態1と同様なので、説明を省略する。
次に、以上のように形成された実施の形態3のアンカーの仮固定方法について、図面を用いて説明する。
図8(a)は仮固定方法の下孔穿設工程を示す要部断面側面図であり、図8(b)は仮固定方法の接着剤充填工程を示す要部断面側面図であり、図8(c)は仮固定方法のアンカー埋設工程及び仮固定工程を示す要部断面側面図である。
図8中、20は下端が嵌合部材6の上面に当接するように雌ねじ部3aに挿入された棒状部材、21は棒状部材20の上端を叩いて嵌合部材6を嵌合孔4aに挿入させるハンマーである。
Since the temporary fixing structure using the anchor of the third embodiment formed as described above is the same as that of the first embodiment, the description thereof is omitted.
Next, a method for temporarily fixing the anchor of the third embodiment formed as described above will be described with reference to the drawings.
FIG. 8 (a) is a cross-sectional side view of the main part showing the pilot hole drilling process of the temporary fixing method, and FIG. 8 (b) is a cross-sectional side view of the main part showing the adhesive filling process of the temporary fixing method. 8 (c) is a cross-sectional side view of the main part showing an anchor embedding step and a temporary fixing step of the temporary fixing method.
In FIG. 8, 20 is a rod-shaped member inserted into the female threaded portion 3a so that the lower end is in contact with the upper surface of the fitting member 6, and 21 is hitting the upper end of the rod-shaped member 20 to insert the fitting member 6 into the fitting hole 4a. It is a hammer to make it.

実施の形態3のアンカーの仮固定方法は、仮固定工程以外は実施の形態1と同様なので、ここでは仮固定工程のみについて説明する。
図8(c)において、下孔11に埋設された埋設部2の雌ねじ部3aに棒状部材20の下端が嵌合部材6の上面に当接するように挿入し、棒状部材20の上端をハンマー21で叩く。
嵌合部材6の係止部6cが嵌合孔4aの外周壁4bの上端に係止されることにより、拡径部4を確実に一定量だけ拡径させることができ、仮固定部材5の外周を下孔11の孔壁11aに圧接させることができ、アンカー1bを仮固定することができる。
Since the anchor fixing method of the third embodiment is the same as that of the first embodiment except for the temporary fixing process, only the temporary fixing process will be described here.
8C, the rod-like member 20 is inserted into the female screw portion 3a of the buried portion 2 buried in the lower hole 11 so that the lower end of the rod-like member 20 is in contact with the upper surface of the fitting member 6. Hit with.
By engaging the locking portion 6c of the fitting member 6 with the upper end of the outer peripheral wall 4b of the fitting hole 4a, the diameter-expanding portion 4 can be reliably expanded by a certain amount. The outer periphery can be pressed against the hole wall 11a of the lower hole 11, and the anchor 1b can be temporarily fixed.

次に、実施の形態3におけるアンカーの仮固定終了後の固定用ボルト螺着工程について説明する。
図9(a)は固定用ボルト螺着工程を示す斜視図であり、図9(b)は固定用ボルト螺着工程を示す要部断面側面図であり、図10は固定用ボルト螺着工程の終了状態を示す要部断面側面図である。
図9中、25はアンカー1bの鍔部2aの上面と後述するアンカー保持用治具30の底面との間に配設され母材10の下孔11に充填された接着剤12が母材表面10aに溢れた場合にアンカー保持用治具30に付着するのを防止する合成樹脂製の保護シート、25aは保護シート25の略中央部に埋設部2の雌ねじ部3aの内径よりも大きな孔径に形成された挿入孔、25bは鍔部2aの上面に穿設されたアンカー保持凹部2eの位置に合わせて保護シート25に穿設された治具装着用開口部、30は仮固定が終了した実施の形態3におけるアンカー1bの雌ねじ部3aに固定用ボルト13を螺着する固定用ボルト螺着工程においてアンカー1bに装着されアンカー1bを保持するアンカー保持用治具、30aはアンカー保持用治具30の把持部、30bは把持部30aの端部に側部が開放して形成されたアンカー保持用治具30の開口部、30cは開口部30bの両側でアンカー保持用治具30の裏面に突設されアンカー1bのアンカー保持凹部2eに嵌合される凸部である。
Next, the fixing bolt screwing step after the temporary fixing of the anchor in Embodiment 3 will be described.
FIG. 9A is a perspective view showing a fixing bolt screwing process, FIG. 9B is a cross-sectional side view of an essential part showing the fixing bolt screwing process, and FIG. 10 is a fixing bolt screwing process. It is a principal part cross-section side view which shows the completion | finish state.
In FIG. 9, reference numeral 25 denotes an adhesive 12 disposed between the upper surface of the flange 2 a of the anchor 1 b and the bottom surface of an anchor holding jig 30 described later and filled in the lower hole 11 of the base material 10. A protective sheet made of synthetic resin that prevents the anchor holding jig 30 from adhering to the anchor holding jig 30 when it overflows 10a, has a hole diameter larger than the inner diameter of the internal thread portion 3a of the embedded portion 2 in the substantially central portion of the protective sheet 25. The formed insertion hole 25b is a jig mounting opening drilled in the protective sheet 25 in accordance with the position of the anchor holding recess 2e drilled in the upper surface of the flange 2a. An anchor holding jig 30a that is attached to the anchor 1b and holds the anchor 1b in the fixing bolt screwing process in which the fixing bolt 13 is screwed onto the female thread portion 3a of the anchor 1b in the third embodiment, and 30a is an anchor holding jig 30 of The holding part, 30b is an opening part of the anchor holding jig 30 formed by opening the side part at the end part of the grip part 30a, and 30c is projected on the back surface of the anchor holding jig 30 on both sides of the opening part 30b. It is a convex part fitted to the anchor holding concave part 2e of the anchor 1b.

まず、アンカー1bの鍔部2aの上面とアンカー保持用治具30の底面との間に保護シート25を挟むようにアンカー保持用治具30を装着する。
保護シート25の形状は、生産性に優れる円形状や矩形状に形成したが、鍔部2aの外径よりも大きく接着剤12の付着を防止できる形状であればどのような形状でも構わない。
保護シート25の挿入孔25aの孔径を埋設部2の雌ねじ部3aの内径よりも大きく形成し、アンカー保持用治具30に開口部30bを形成したことにより、固定用ボルト13を挿入孔25aから挿通して雌ねじ部3aに螺着することができる。このとき、アンカー保持用治具30の凸部30cを保護シート25の治具装着用開口部25bから挿通しアンカー1bのアンカー保持凹部2eに嵌合させることにより、埋設部2を保持することができる。仮固定部材5による仮固定に加え、アンカー保持用治具30の凸部30cにより埋設部2を保持することで確実に共回りを防止できるので、雌ねじ部3aと固定用ボルト13を強固に螺着固定することができる。
アンカー保持用治具30はアンカー保持凹部2eに凸部30cを嵌合させるだけなので着脱が容易で施工性に優れる。また、アンカー保持用治具30の開口部30bの一部が側方で開口しているので、アンカー1bに固定用ボルト13を螺着した後でも、容易に側方からアンカー保持用治具30を取外すことができ施工性に優れる。
First, the anchor holding jig 30 is mounted so that the protective sheet 25 is sandwiched between the upper surface of the flange portion 2 a of the anchor 1 b and the bottom surface of the anchor holding jig 30.
The shape of the protective sheet 25 is formed in a circular shape or a rectangular shape excellent in productivity, but may be any shape as long as it is larger than the outer diameter of the flange portion 2a and can prevent the adhesive 12 from adhering.
By forming the hole diameter of the insertion hole 25a of the protective sheet 25 to be larger than the inner diameter of the female thread part 3a of the embedded part 2 and forming the opening 30b in the anchor holding jig 30, the fixing bolt 13 can be removed from the insertion hole 25a. It can be inserted and screwed into the female screw portion 3a. At this time, the embedded portion 2 can be held by inserting the convex portion 30c of the anchor holding jig 30 through the jig mounting opening 25b of the protective sheet 25 and fitting it into the anchor holding concave portion 2e of the anchor 1b. it can. In addition to the temporary fixing by the temporary fixing member 5, the embedded portion 2 can be reliably prevented by holding the embedded portion 2 by the convex portion 30 c of the anchor holding jig 30, so that the female screw portion 3 a and the fixing bolt 13 can be firmly screwed. Can be fixed.
Since the anchor holding jig 30 only fits the convex portion 30c into the anchor holding concave portion 2e, it is easy to attach and detach and is excellent in workability. Further, since a part of the opening 30b of the anchor holding jig 30 is opened laterally, the anchor holding jig 30 can easily be laterally formed even after the fixing bolt 13 is screwed to the anchor 1b. It can be removed and has excellent workability.

固定用ボルト螺着工程の終了後に、保護シート25及びアンカー保持用治具30を取外すことにより、図10の状態となる。尚、固定用ボルト螺着工程の終了後に、アンカー保持用治具30のみを取外し、保護シート25はそのまま残しておいてもよい。
この後、固定用ボルト13に被固定物14の固定孔14aを挿通し、座金15を介して固定用ナット16を螺着することにより、図2で示した仮固定構造と同様の状態を得ることができる。
尚、本実施の形態ではアンカー1bの鍔部2aの上面にアンカー保持凹部2eを穿設したが、アンカー保持凹部2eの代りに鍔部2aの上面に2以上のピン状の突起や外側に少なくとも一組の平行部を有する突起を突設してアンカー保持凸部を形成してもよい。
このアンカー保持凹部2e及びアンカー保持凸部は、実施の形態1におけるアンカー1や実施の形態2におけるアンカー1aの鍔部2aにも設けることができ、固定用ボルト13や固定用ナット16を螺着する際に用いることができる。また、仮固定工程において嵌合部材を押圧する際にも、アンカー保持凹部2eやアンカー保持凸部を利用して埋設部2を保持することができる。
After completion of the fixing bolt screwing process, the protection sheet 25 and the anchor holding jig 30 are removed, and the state shown in FIG. 10 is obtained. Note that after the fixing bolt screwing process, only the anchor holding jig 30 may be removed and the protective sheet 25 may be left as it is.
Thereafter, the fixing bolt 13 is inserted into the fixing hole 14a of the fixed object 14, and the fixing nut 16 is screwed through the washer 15, thereby obtaining the same state as the temporary fixing structure shown in FIG. be able to.
In this embodiment, the anchor holding recess 2e is drilled on the upper surface of the flange 2a of the anchor 1b. Instead of the anchor holding recess 2e, two or more pin-shaped protrusions and at least the outer side of the upper surface of the flange 2a are provided. An anchor holding convex portion may be formed by projecting a projection having a pair of parallel portions.
The anchor holding concave portion 2e and the anchor holding convex portion can be provided also on the anchor 1 in the first embodiment and the flange portion 2a of the anchor 1a in the second embodiment, and the fixing bolt 13 and the fixing nut 16 are screwed. Can be used when Moreover, also when pressing a fitting member in a temporary fixing process, the embedded part 2 can be hold | maintained using the anchor holding recessed part 2e and the anchor holding convex part.

以上のように実施の形態3におけるアンカーによれば、実施の形態1の作用に加え、以下の作用を有する。
(1)拡径部4が、雌ねじ部3aの内径より小径で縮径部3cに連通し埋設部2の下端まで穿設された嵌合孔4aと、埋設部2の軸芯の長手方向と平行で頂部が縮径部3cの下端乃至上端まで形成され嵌合孔4aの外周壁4b及び縮径部3cの少なくとも一部を分割する複数の分割溝4cを有し、嵌合部材6が、上方に向かって嵌合孔4aの孔径よりも大径に拡開した拡径挿通部4bを有することで、嵌合部材6の上端を雌ねじ部3aから挿入した棒状部材20で嵌合孔4aに対して押圧し、嵌合孔4aの上端から嵌合部材6の拡径挿通部6bを挿入させるだけで、容易に拡径部4を拡径させることができ、拡径部4の外周に外挿された仮固定部材5を直径方向に拡径させることができるので、仮固定部材5の外周を下孔11の孔壁11aに圧接させることができ、母材10に負担をかけることなくアンカー1bを下孔11に仮固定することができ、縁空き寸法が少ない場所でも確実にアンカー1bの施工を行うことができる。
(2)嵌合部材6が拡径挿通部6bの上端に形成された段差状の係止部6cを有することにより、拡径挿通部6bを拡径部4の嵌合孔4aに挿入させた際に、係止部6cが嵌合孔4aの外周壁4bの上端に当接して係止されるので、嵌合部材6の挿入量を規制することができ、拡径部4の拡径量を常に一定に保つことができ、仮固定部材5の外周を確実に下孔11の孔壁11aに圧接させることができ、引抜き強度のばらつきを低減させることができる。
(3)嵌合部材6が拡径部4の嵌合孔4aに上端から挿入されるので、下孔11の穿孔深さが埋設部2の長さだけでよく、雌ねじ部3aから挿入した棒状部材20で確実に嵌合部材6を押圧することができ、拡径部4を一定量だけ安定して拡径させることができ、施工性を向上させることができる。
(4)嵌合孔4aの雌ねじ部3a側に形成された連通孔3bの孔径が雌ねじ部3aの内径と同等なので、雌ねじ部3aに螺着される固定用ボルトの下端が嵌合部材6に接触することがなく、嵌合部材6や拡径部4の破損を確実に防止することができる。
(5)鍔部2aの上面にアンカー保持凹部2eを有することにより、仮固定終了後に雌ねじ部3aに固定用ボルト13等の雄ねじを螺着する際に、アンカー保持凹部2eを保持して埋設部2の共回りを防ぐことができ、雌ねじ部3aに固定用ボルト13等の雄ねじを確実かつ強固に固定することができる。
(6)連通孔3bの下端に連設して縮径部3cを形成すると共に、分割溝4cの頂部を縮径部3cの下端乃至上端(基部)まで形成することにより、嵌合部材6の拡径挿通部6bを嵌合孔4aに挿入した際に、拡径部4の外周壁4bを縮径部3cの基部近傍を中心に変形させて確実に拡径させることができる。
As described above, the anchor according to the third embodiment has the following operation in addition to the operation of the first embodiment.
(1) The expanded diameter portion 4 has a diameter smaller than the inner diameter of the female screw portion 3a, communicates with the reduced diameter portion 3c and is drilled to the lower end of the embedded portion 2, and the longitudinal direction of the shaft core of the embedded portion 2 It has a plurality of dividing grooves 4c which are parallel and have a top part formed from the lower end to the upper end of the reduced diameter part 3c and which divide at least a part of the outer peripheral wall 4b of the fitting hole 4a and the reduced diameter part 3c. By having the enlarged diameter insertion portion 4b that expands larger than the diameter of the fitting hole 4a toward the upper side, the upper end of the fitting member 6 is inserted into the fitting hole 4a by the rod-like member 20 inserted from the female screw portion 3a. The diameter-enlarged portion 4 can be easily expanded simply by inserting the expanded-diameter insertion portion 6b of the fitting member 6 from the upper end of the engagement hole 4a. Since the inserted temporary fixing member 5 can be expanded in the diameter direction, the outer periphery of the temporary fixing member 5 is formed on the hole wall 11 a of the lower hole 11. Can be contact, the anchor 1b without burdening the base member 10 can be temporarily fixed to the lower hole 11, it is possible to perform application of reliably anchor 1b even at the edges free size is small place.
(2) Since the fitting member 6 has the stepped locking portion 6c formed at the upper end of the enlarged diameter insertion portion 6b, the enlarged diameter insertion portion 6b is inserted into the fitting hole 4a of the enlarged diameter portion 4. At this time, since the locking portion 6c is brought into contact with and locked to the upper end of the outer peripheral wall 4b of the fitting hole 4a, the insertion amount of the fitting member 6 can be restricted, and the diameter expansion amount of the diameter expansion portion 4 Can always be kept constant, the outer periphery of the temporary fixing member 5 can be reliably brought into pressure contact with the hole wall 11a of the lower hole 11, and variations in the drawing strength can be reduced.
(3) Since the fitting member 6 is inserted into the fitting hole 4a of the enlarged diameter portion 4 from the upper end, the drilling depth of the lower hole 11 only needs to be the length of the embedded portion 2, and is a rod shape inserted from the female screw portion 3a. The fitting member 6 can be reliably pressed by the member 20, the diameter-expanded portion 4 can be stably expanded by a certain amount, and workability can be improved.
(4) Since the hole diameter of the communication hole 3b formed on the female screw portion 3a side of the fitting hole 4a is equal to the inner diameter of the female screw portion 3a, the lower end of the fixing bolt screwed to the female screw portion 3a is connected to the fitting member 6. Without contact, it is possible to reliably prevent the fitting member 6 and the enlarged diameter portion 4 from being damaged.
(5) Since the anchor holding recess 2e is provided on the upper surface of the flange portion 2a, the anchor holding recess 2e is held when the male screw such as the fixing bolt 13 is screwed into the female screw portion 3a after the temporary fixing is completed. 2 can be prevented, and a male screw such as a fixing bolt 13 can be securely and firmly fixed to the female screw portion 3a.
(6) Continuing to the lower end of the communication hole 3b, the reduced diameter portion 3c is formed, and the top of the dividing groove 4c is formed from the lower end to the upper end (base) of the reduced diameter portion 3c. When the enlarged diameter insertion portion 6b is inserted into the fitting hole 4a, the outer peripheral wall 4b of the enlarged diameter portion 4 can be deformed with the vicinity of the base portion of the reduced diameter portion 3c as a center and reliably expanded.

実施の形態3におけるアンカーの仮固定方法によれば、実施の形態1の作用に加え、以下の作用を有する。
(7)下孔11に埋設された埋設部2の雌ねじ部3aから棒状部材20を挿入し、棒状部材20の上端をハンマー21で叩くだけで、簡便に嵌合部材6を押圧することができ、拡径部4を確実に一定量だけ拡径させることができ、仮固定部材5の外周を下孔11の孔壁11aに均一に圧接させ、アンカー1bを仮固定することができる。
According to the anchor temporary fixing method in the third embodiment, in addition to the operation in the first embodiment, the following operation is provided.
(7) The fitting member 6 can be simply pressed by simply inserting the rod-like member 20 from the female screw portion 3a of the buried portion 2 buried in the lower hole 11 and hitting the upper end of the rod-like member 20 with the hammer 21. The diameter-enlarged portion 4 can be reliably expanded by a certain amount, and the outer periphery of the temporary fixing member 5 can be uniformly pressed against the hole wall 11a of the lower hole 11 to temporarily fix the anchor 1b.

(実施の形態4)
図11(a)は実施の形態4におけるアンカーの仮固定方法のアンカー埋設工程を示す平面図であり、図11(b)は実施の形態4におけるアンカーの仮固定方法のアンカー埋設工程を示す要部断面側面図である。
図11において実施の形態4におけるアンカーが実施の形態3と異なるのは、アンカー1cの鍔部2aの外形が円形ではなく、アンカー保持凹部2eの代りに鍔部2aの外側の一部に形成された一組の平行部2fを有する点である。
これにより、専用のアンカー保持用治具30等を用いることなくスパナ等の汎用の工具を鍔部2aの平行部2fに係合して埋設部2を保持することができ、実施の形態3におけるアンカー1bと同様に仮固定を行うことができる。
本実施の形態では鍔部2aの外側に一組の平行部2fを形成したが、鍔部2aの外形を矩形状や六角形等に形成してもよい。
(Embodiment 4)
FIG. 11A is a plan view showing an anchor embedding process of the anchor temporary fixing method according to the fourth embodiment, and FIG. 11B is a key diagram showing an anchor embedding process of the anchor temporary fixing method according to the fourth embodiment. FIG.
In FIG. 11, the anchor in the fourth embodiment is different from that in the third embodiment in that the outer shape of the flange 2a of the anchor 1c is not circular, and is formed in a part of the outer side of the flange 2a instead of the anchor holding recess 2e. This is a point having a pair of parallel portions 2f.
Thereby, a general-purpose tool such as a spanner can be engaged with the parallel portion 2f of the flange portion 2a without using the dedicated anchor holding jig 30 or the like, and the embedded portion 2 can be held. Temporary fixing can be performed similarly to the anchor 1b.
In the present embodiment, the pair of parallel portions 2f is formed outside the flange portion 2a. However, the outer shape of the flange portion 2a may be formed in a rectangular shape, a hexagonal shape, or the like.

次に、実施の形態4におけるアンカーの仮固定方法について説明する。
図11において、実施の形態4におけるアンカーの仮固定方法が実施の形態3と異なるのは、アンカー埋設工程において、アンカー1cの鍔部2aの下面と母材表面10aとの間に保護シート25が配設されている点である。この場合、保護シート25の挿入孔25aをアンカー1cの埋設部2の外径と同等以上の孔径に形成することで容易に埋設部2を挿通することができる。
保護シート25は軟質性の合成ゴムや合成樹脂等で形成されているので、挿入孔25a周縁が鍔部2aのテーパ部2bに沿うように変形し、テーパ面25cで鍔部2aと保護シート25を密着させることができ、埋設部2の外周と挿入孔25aとの隙間から保護シート25の表面側へ接着剤12が溢れ出すのを防止でき施工性に優れる。尚、保護シート25の挿入孔25a周縁に、予め鍔部2aのテーパ部2bに合わせてテーパ面25cを形成してもよい。
また、保護シート25を透明又は半透明の材料で形成した場合、目視で接着剤12の溢れ出しを確認することができるので、接着剤12の充填不良を未然に防ぐことができ信頼性に優れる。
Next, an anchor temporary fixing method according to the fourth embodiment will be described.
In FIG. 11, the anchor fixing method in the fourth embodiment is different from that in the third embodiment in that, in the anchor embedding process, the protective sheet 25 is provided between the lower surface of the flange 2a of the anchor 1c and the base material surface 10a. It is the point where it is arranged. In this case, the embedded portion 2 can be easily inserted by forming the insertion hole 25a of the protective sheet 25 with a hole diameter equal to or larger than the outer diameter of the embedded portion 2 of the anchor 1c.
Since the protective sheet 25 is formed of soft synthetic rubber, synthetic resin, or the like, the peripheral edge of the insertion hole 25a is deformed so as to follow the tapered portion 2b of the flange portion 2a, and the flange portion 2a and the protective sheet 25 are formed by the tapered surface 25c. The adhesive 12 can be prevented from overflowing to the surface side of the protective sheet 25 from the gap between the outer periphery of the embedded portion 2 and the insertion hole 25a, and the workability is excellent. In addition, you may form the taper surface 25c previously in the insertion hole 25a periphery of the protection sheet 25 according to the taper part 2b of the collar part 2a.
Further, when the protective sheet 25 is formed of a transparent or translucent material, the overflow of the adhesive 12 can be confirmed with the naked eye, so that filling failure of the adhesive 12 can be prevented in advance and the reliability is excellent. .

以上のように実施の形態4におけるアンカーによれば、実施の形態3の作用に加え、以下の作用を有する。
(1)鍔部2aの外側に少なくとも一組の平行部2fを有することにより、スパナ等の工具で容易に鍔部2aを掴むことができ、埋設部2を母材10の下孔11に挿通する際や拡径手段による仮固定をする際などに埋設部2を固定することができ汎用性、施工性を向上させることができる。
As described above, the anchor according to the fourth embodiment has the following functions in addition to the functions of the third embodiment.
(1) By having at least one pair of parallel portions 2f outside the flange portion 2a, the flange portion 2a can be easily grasped with a tool such as a spanner, and the embedded portion 2 is inserted into the lower hole 11 of the base material 10. Therefore, the embedded portion 2 can be fixed, for example, when temporarily fixing with a diameter expanding means, and versatility and workability can be improved.

実施の形態4におけるアンカーの仮固定方法によれば、実施の形態3の作用に加え、以下の作用を有する。
(2)アンカー埋設工程において、アンカー1cの鍔部2aの下面と母材表面10aとの間に保護シート25を配設することにより、母材10の下孔11に充填され溢れた接着剤12が鍔部2aの表面付近に付着するのを防止でき施工性に優れる。特に、保護シート25の挿入孔25a周縁にテーパ面25cが形成されることにより、保護シート25を鍔部2aのテーパ部2bに合わせて密着させることができ、埋設部2の外周と挿入孔25aとの隙間から保護シート25の表面側へ接着剤12が溢れ出すのを防止でき信頼性に優れる。
According to the anchor temporary fixing method in the fourth embodiment, in addition to the functions in the third embodiment, the following actions are provided.
(2) In the anchor embedding step, the protective sheet 25 is disposed between the lower surface of the flange portion 2a of the anchor 1c and the base material surface 10a, whereby the adhesive 12 filled in the pilot hole 11 of the base material 10 and overflowed. Can be prevented from adhering to the vicinity of the surface of the flange portion 2a and is excellent in workability. In particular, the tapered surface 25c is formed at the periphery of the insertion hole 25a of the protective sheet 25, so that the protective sheet 25 can be brought into close contact with the tapered portion 2b of the flange portion 2a, and the outer periphery of the embedded portion 2 and the insertion hole 25a. It is possible to prevent the adhesive 12 from overflowing from the gap to the surface side of the protective sheet 25 and to have excellent reliability.

本発明は、コンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に埋設され、母材に被固定物を固定するためのアンカーとその仮固定方法及びそれを用いた仮固定構造に関し、コンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に簡単な構成で容易かつ確実に仮固定でき施工性に優れると共に、母材に負担をかけることなく強固に固定することができ信頼性に優れ、母材と被固定物を確実に緊結でき、高い引抜き耐力を有して耐久性に優れたアンカーの提供、アンカーを容易かつ確実に仮固定でき、後工程における作業性、信頼性を確保することができる仮固定方法、及びそれを用いた母材と被固定物の固定を短時間で確実に行うことができる施工性、生産性に優れた仮固定構造の提供を行うものであって、特に引抜き強度を要求されるマンホールの受枠固定に好適に用いることができ、工期を短縮して信頼性、耐久性を向上させることができる。   The present invention is embedded in a base material of various structures such as a foundation, a wall, a pillar, a fence, etc. formed of concrete, mortar, block, stone, wood, metal plate, etc., for fixing an object to be fixed to the base material. Anchor and its temporary fixing method and temporary fixing structure using it, as a base material for various structures such as foundations, walls, pillars, fences, etc., made of concrete, mortar, block, stone, wood, metal plate, etc. Easy and reliable temporary fixing with a simple configuration, excellent workability, strong fixing without imposing a burden on the base material, excellent reliability, and the base material and the object to be fixed can be tightly connected and high Provision of anchors with pulling strength and excellent durability, temporary fixing methods that can easily and reliably temporarily fix the anchors, and ensure workability and reliability in the post-process, and base materials using the same And fixing the object to be fixed in a short time It provides a temporary fixing structure with excellent workability and productivity that can be used in practice, and can be suitably used for fixing the manhole receiving frame that requires a particularly high pulling strength. Property and durability can be improved.

(a)実施の形態1におけるアンカーを示す要部断面分解側面図 (b)実施の形態1におけるアンカーを示す要部断面側面図(A) Main part sectional exploded side view showing an anchor in the first embodiment (b) Main part sectional side view showing the anchor in the first embodiment 実施の形態1のアンカーを用いた仮固定構造を示す要部断面側面図Cross-sectional side view of a main part showing a temporary fixing structure using the anchor of the first embodiment (a)仮固定方法の下孔穿設工程を示す要部断面側面図 (b)仮固定方法の接着剤充填工程を示す要部断面側面図 (c)仮固定方法のアンカー埋設工程及び仮固定工程を示す要部断面側面図(A) Main part cross-sectional side view showing the pilot hole drilling process of the temporary fixing method (b) Main part cross-sectional side view showing the adhesive filling process of the temporary fixing method (c) Anchor embedding process and temporary fixing of the temporary fixing method Cross-sectional side view of the main part showing the process 実施の形態2におけるアンカーを示す要部断面側面図Cross-sectional side view of the main part showing the anchor in the second embodiment 実施の形態2のアンカーを用いた仮固定構造を示す要部断面側面図Cross-sectional side view of a main part showing a temporary fixing structure using the anchor of the second embodiment (a)実施の形態3におけるアンカーを示す平面図 (b)実施の形態3におけるアンカーを示す要部断面側面図(A) Plan view showing an anchor in the third embodiment (b) Main part cross-sectional side view showing the anchor in the third embodiment 実施の形態3におけるアンカーの仮固定状態を示す要部断面側面図Cross-sectional side view of the main part showing a temporarily fixed state of the anchor in the third embodiment (a)仮固定方法の下孔穿設工程を示す要部断面側面図 (b)仮固定方法の接着剤充填工程を示す要部断面側面図 (c)仮固定方法のアンカー埋設工程及び仮固定工程を示す要部断面側面図(A) Main part cross-sectional side view showing the pilot hole drilling process of the temporary fixing method (b) Main part cross-sectional side view showing the adhesive filling process of the temporary fixing method (c) Anchor embedding process and temporary fixing of the temporary fixing method Cross-sectional side view of the main part showing the process (a)固定用ボルト螺着工程を示す斜視図 (b)固定用ボルト螺着工程を示す要部断面側面図(A) Perspective view showing fixing bolt screwing step (b) Main part cross-sectional side view showing fixing bolt screwing step 固定用ボルト螺着工程の終了状態を示す要部断面側面図Cross-sectional side view of the main part showing the end state of the fixing bolt screwing process (a)実施の形態4におけるアンカーの仮固定方法のアンカー埋設工程を示す平面図 (b)実施の形態4におけるアンカーの仮固定方法のアンカー埋設工程を示す要部断(A) Plan view showing anchor embedding process of anchor temporary fixing method in embodiment 4 (b) Main part cutting showing anchor embedding process of anchor temporarily fixing method in embodiment 4

符号の説明Explanation of symbols

1、1a、1b、1c アンカー
2 埋設部
2a 鍔部
2b テーパ部
2c 螺旋溝
2d 埋設雄ねじ部
2e アンカー保持凹部
2f 平行部
3a 雌ねじ部
3b 連通孔
3c 縮径部
3d 雄ねじ部
4 拡径部
4a 嵌合孔
4b 外周壁
4c 分割溝
4d 段差
5 仮固定部材
6 嵌合部材
6a 円柱挿通部
6b 拡径挿通部
6c 係止部
10 母材
10a 母材表面
11 下孔
11a 孔壁
11b 開口縁部
12 接着剤
13 固定用ボルト
14 被固定物
14a 固定孔
14b ザグリ
15 座金
16 固定用ナット
20 棒状部材
21 ハンマー
25 保護シート
25a 挿入孔
25b 治具装着用開口部
25c テーパ面
30 アンカー保持用治具
30a 把持部
30b 開口部
30c 凸部
DESCRIPTION OF SYMBOLS 1, 1a, 1b, 1c Anchor 2 Embedded part 2a Ridge part 2b Tapered part 2c Helical groove 2d Embedded male thread part 2e Anchor holding recessed part 2f Parallel part 3a Female thread part 3b Communication hole 3c Reduced diameter part 3d Male thread part 4 Expanded part 4a Fitting Joint hole 4b Outer peripheral wall 4c Dividing groove 4d Step 5 Temporary fixing member 6 Fitting member 6a Cylindrical insertion portion 6b Expanded insertion portion 6c Locking portion 10 Base material 10a Base material surface 11 Lower hole 11a Hole wall 11b Opening edge portion 12 Adhesion Agent 13 Fixing bolt 14 Fixed object 14a Fixing hole 14b Counterbore 15 Washer 16 Fixing nut 20 Bar-shaped member 21 Hammer 25 Protective sheet 25a Insertion hole 25b Jig mounting opening 25c Tapered surface 30 Anchor holding jig 30a Holding part 30b Opening 30c Convex

Claims (10)

埋設部がコンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に穿設された下孔に埋設され、埋設部の外周と下孔の孔壁との間に充填された合成樹脂や接着剤により固定され、母材と被固定物とを緊結するアンカーであって、(a)前記埋設部の軸芯の長手方向と平行に前記埋設部の上端から所定深さまで形設された雌ねじ部又は前記埋設部の軸芯の長手方向と平行に前記埋設部の上端に連設された雄ねじ部と、(b)前記埋設部の軸芯の長手方向と平行に前記埋設部の下端から所定高さまで穿設された嵌合孔と、前記埋設部の軸芯の長手方向と平行に前記嵌合孔の外周壁に形成され前記外周壁を分割する複数の分割溝と、を有する拡径部と、(c)軟質性の金属又は弾性体で略円筒状に形成され前記拡径部に外挿された仮固定部材と、(d)前記拡径部に前記嵌合孔の下端から挿入され下方に向かって前記嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部と、前記拡径挿通部の下端に形成され前記嵌合孔の前記外周壁の下端に当接して係止される段差状の係止部と、を有する嵌合部材と、を備えていることを特徴とするアンカー。   The buried part is buried in a base hole made of concrete, mortar, block, stone, wood, metal plate, etc. And an anchor that is fixed by a synthetic resin or an adhesive filled between the hole wall of the lower hole and tightly connects the base material and the object to be fixed, and (a) the longitudinal direction of the shaft core of the embedded portion; A female screw portion formed in parallel from the upper end of the embedded portion to a predetermined depth, or a male screw portion connected to the upper end of the embedded portion in parallel with the longitudinal direction of the axial center of the embedded portion; and (b) the embedded portion. A fitting hole drilled from the lower end of the buried portion to a predetermined height parallel to the longitudinal direction of the shaft core, and formed on the outer peripheral wall of the fitting hole parallel to the longitudinal direction of the shaft core of the buried portion. A diameter-enlarged portion having a plurality of dividing grooves for dividing the outer peripheral wall; and (c) a substantially circular shape made of a soft metal or elastic body. A temporary fixing member formed in a shape and externally inserted in the enlarged diameter portion, and (d) inserted into the enlarged diameter portion from the lower end of the fitting hole and having a diameter larger than the diameter of the fitting hole toward the lower side. An enlarged diameter insertion portion formed by expanding, and a stepped engagement portion formed at the lower end of the enlarged diameter insertion portion and abutted and engaged with the lower end of the outer peripheral wall of the fitting hole. An anchor having a fitting member. 埋設部がコンクリートやモルタル、ブロック、石材、木材、金属板等で形成された基礎や壁、柱、塀等の各種構造体の母材に穿設された下孔に埋設され、埋設部の外周と下孔の孔壁との間に充填された合成樹脂や接着剤により固定され、母材と被固定物とを緊結するアンカーであって、(a)前記埋設部の軸芯の長手方向と平行に前記埋設部の上端から所定深さまで形設された雌ねじ部と、(b)前記雌ねじ部の下部に形成された縮径部と、(c)前記雌ねじ部の内径より小径で前記縮径部に連通し前記埋設部の下端まで穿設された嵌合孔と、前記埋設部の軸芯の長手方向と平行で頂部が前記縮径部の下端乃至上端まで形成され前記嵌合孔の前記外周壁及び前記縮径部の少なくとも一部を分割する複数の分割溝と、を有する拡径部と、(d)軟質性の金属又は弾性体で略円筒状に形成され前記拡径部に外挿された仮固定部材と、(e)前記拡径部に前記嵌合孔の上端から挿通され上方に向かって前記嵌合孔の孔径よりも大径に拡開して形成された拡径挿通部と、前記拡径挿通部の上端に形成され前記嵌合孔の上端外周に当接して係止される段差状の係止部と、を有する嵌合部材と、を備えていることを特徴とするアンカー。   The buried part is buried in a base hole made of concrete, mortar, block, stone, wood, metal plate, etc. And an anchor that is fixed by a synthetic resin or an adhesive filled between the hole wall of the lower hole and tightly connects the base material and the object to be fixed, and (a) the longitudinal direction of the shaft core of the embedded portion; A female screw portion formed in parallel from the upper end of the embedded portion to a predetermined depth; (b) a reduced diameter portion formed at a lower portion of the female screw portion; and (c) a diameter smaller than the inner diameter of the female screw portion. A fitting hole drilled to the lower end of the buried portion, and a top portion formed from the lower end to the upper end of the reduced diameter portion in parallel with the longitudinal direction of the axial center of the buried portion. A diameter-enlarged portion having a plurality of dividing grooves that divide at least a part of the outer peripheral wall and the reduced-diameter portion; and (d) A temporary fixing member formed in a substantially cylindrical shape with a qualitative metal or an elastic body and externally inserted into the enlarged diameter portion; and (e) the enlarged diameter portion is inserted from the upper end of the fitting hole and is directed upward. A diameter-enlarged insertion portion that is formed to expand to a diameter larger than the diameter of the fitting hole, and a stepped shape that is formed at the upper end of the enlarged-diameter insertion portion and is in contact with and locked to the outer periphery of the upper end of the fitting hole. And a fitting member having a locking portion. 前記埋設部の上端外周に形成又は配設された鍔部を備えていることを特徴とする請求項1又は2に記載のアンカー。   The anchor according to claim 1, further comprising a collar portion formed or disposed on an outer periphery of an upper end of the embedded portion. 前記埋設部の外周表面に形成された複数の突条部又は凹凸部を備えていることを特徴とする請求項1乃至3の内いずれか1項に記載のアンカー。   The anchor according to any one of claims 1 to 3, further comprising a plurality of protrusions or uneven portions formed on an outer peripheral surface of the embedded portion. 前記埋設部の外周表面に前記雄ねじ部の外径と同径に形設された埋設雄ねじ部を備えていることを特徴とする請求項1又は3に記載のアンカー。   The anchor according to claim 1, further comprising an embedded male screw portion formed on the outer peripheral surface of the embedded portion so as to have the same diameter as the outer diameter of the male screw portion. 前記鍔部が、前記雄ねじ部又は前記埋設雄ねじ部に高さ調整自在に螺合されていることを特徴とする請求項3又は5に記載のアンカー。   The anchor according to claim 3 or 5, wherein the flange portion is screwed to the male screw portion or the embedded male screw portion so as to be adjustable in height. 前記鍔部の上面に穿設されたアンカー保持凹部又は前記鍔部の上面に突設されたアンカー保持凸部の内の少なくともいずれか一方を備えたことを特徴とする請求項3乃至6の内いずれか1項に記載のアンカー。   The inside of an anchor holding recessed part drilled in the upper surface of the said collar part, or an anchor holding convex part projected on the upper surface of the said collar part, The inside of Claim 3 thru | or 6 characterized by the above-mentioned. The anchor according to any one of claims. 前記母材に下孔を穿設する下孔穿設工程と、前記下孔に接着剤を充填する接着剤充填工程と、前記下孔に請求項1乃至7の内いずれか1項に記載のアンカーの前記埋設部を挿通するアンカー埋設工程と、前記嵌合部材を押圧することにより前記拡径部を直径方向に拡径させ前記仮固定部材の外周を前記下孔の孔壁に当接させる仮固定工程と、を有することを特徴とするアンカーの仮固定方法。   The pilot hole drilling step of drilling a pilot hole in the base material, the adhesive filling step of filling the pilot hole with an adhesive, and the pilot hole according to any one of claims 1 to 7. An anchor embedding step of inserting the embedded portion of the anchor, and pressing the fitting member expands the diameter-expanded portion in the diameter direction so that the outer periphery of the temporary fixing member is brought into contact with the hole wall of the lower hole A method of temporarily fixing an anchor, comprising: a temporary fixing step. 前記アンカー埋設工程の前工程又は後工程として、請求項6に記載のアンカーの前記鍔部を上下に移動させて前記埋設部の埋設深さを調整する埋設深さ調整工程を有することを特徴とする請求項8に記載のアンカーの仮固定方法。   It has the embedding depth adjustment process which moves the said collar part of the anchor of Claim 6 up and down as a pre-process or a back process of the anchor embedding process, and adjusts the embedding depth of the embedding part. The method for temporarily fixing an anchor according to claim 8. 前記母材に穿設された前記下孔に埋設され仮固定された請求項1乃至7の内いずれか1項に記載のアンカーと、前記アンカーの前記雌ねじ部に螺着された固定用ボルト又は前記雄ねじ部に螺着された固定用ナットと、前記固定用ボルト又は前記固定用ナットにより前記アンカーを介して前記母材に緊結固定された前記被固定物と、を有することを特徴とするアンカーを用いた仮固定構造。
The anchor according to any one of claims 1 to 7, wherein the anchor is embedded and temporarily fixed in the lower hole formed in the base material, and a fixing bolt screwed into the female thread portion of the anchor, or An anchor comprising: a fixing nut screwed to the male screw portion; and the fixed object tightly fixed to the base material through the anchor by the fixing bolt or the fixing nut. Temporary fixing structure using
JP2005003266A 2004-05-31 2005-01-07 Anchor, method for temporarily fixing it, and temporary fixing structure using the same Pending JP2006016952A (en)

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