JP2001221223A - Anchor for concrete - Google Patents
Anchor for concreteInfo
- Publication number
- JP2001221223A JP2001221223A JP2000033580A JP2000033580A JP2001221223A JP 2001221223 A JP2001221223 A JP 2001221223A JP 2000033580 A JP2000033580 A JP 2000033580A JP 2000033580 A JP2000033580 A JP 2000033580A JP 2001221223 A JP2001221223 A JP 2001221223A
- Authority
- JP
- Japan
- Prior art keywords
- screw
- concrete
- anchor
- vinyl
- hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】コンクリート製の建築物、建
造物に部材を固定する為の工事用材料である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete building and a construction material for fixing members to the building.
【0002】[0002]
【従来の技術】コンクリートに穴を開け、コンクリート
用アンカーを挿入し、固定しようとする部材をあてが
い、部材に開けた穴とコンクリート用アンカーの中心を
合わせて、ビスをもみ込むという工事方法を必要とす
る、筒形のコンクリート用アンカーが存在するが、これ
はビニール製で芯が無い為腰が弱く、コンクリートに開
けた穴に入りきらないことがあり、又ビスを先端から入
れはじめて最後迄もみ込まないと固定することができな
い、つまりストロークが長すぎるという欠点がある。2. Description of the Related Art A construction method is required in which a hole is made in concrete, a concrete anchor is inserted, a member to be fixed is applied, the hole made in the member is aligned with the center of the concrete anchor, and a screw is inserted. There is a tubular concrete anchor, but it is made of vinyl and has no core, so its waist is weak, it may not fit in the hole made in concrete, and it is necessary to insert screws from the tip and see the end If it is not inserted, it cannot be fixed, that is, the stroke is too long.
【0003】[0003]
【発明が解決しようとする課題】予めビスをもみこんだ
コンクリート用アンカーを作り、それを用いて締め付け
固定できるという構造にすることができれば、ビスが既
にもみこんである為、先に述べたように腰が弱くて入り
きらないとか、ストロークが長すぎるという欠点を克服
できると考えた。As described above, if a concrete anchor in which a screw is embedded is made in advance and a structure capable of being tightened and fixed using the screw can be used, the screw is already embedded. We thought that we could overcome the drawbacks that the waist was too weak to fit or that the stroke was too long.
【0004】[0004]
【課題を解決するための手段】従来の筒形コンクリート
用アンカーにビスをもみこんだ状態で、コンクリートに
開けた穴に挿入して、多少ビスを締め付けても、ビスは
移動するだけで膨張等の変形を起こさない為、固定はで
きない。それはビスが、同じ形をらせん状につなげたも
ので、どの部分の断面を見ても同じなので変化が起きな
いのである。だからネジ山間の幅、ネジ山の形、ビスの
太さを場所によって変化させれば、膨張を起こしコンク
リート壁面に固定することができると考えた。Means for Solving the Problems When a screw is inserted into a conventional tubular concrete anchor, the screw is inserted into a hole made in the concrete, and even if the screw is slightly tightened, the screw moves but expands. It cannot be fixed because it does not cause deformation. The screw is a spiral of the same shape, and no change occurs because the cross section of any part is the same. Therefore, I thought that if the width between the threads, the shape of the threads, and the thickness of the screws were changed depending on the location, they could be expanded and fixed to the concrete wall.
【0005】[0005]
【発明の実施の形態】取付ようとする部材(13)をコ
ンクリートに開けた穴(14)にあてがいコンクリート
用アンカー(5)を、挿入しビスの頭(15)をプラス
ドライバーで締め付けたとき、(16)の部分が膨張し
て、コンクリート壁面に密着して固定される。それと同
時に(17)のように、(13)は(15)によってコ
ンクリート面(18)に押し付けられ固定が成される。
コンクリート用アンカー(6)と(7)においても同様
である。コンクリート用アンカー(8)においては、ビ
スの頭をプラスドライバーで締め付けたとき、逆ネジの
作用で(19)部分が矢印(20)の方向にせり上がる
ことにより膨張する構造になっている。コンクリート用
アンカー(12)は、本発明の要素を複数盛り込んだも
ので、膨張したものを逆ネジによるせり上がりにより更
に圧縮する為効率が良い。また(9)若しくは(10)
のような空回り防止部品を組み込んでいる為、空回りし
ない。(9)若しくは(10)は、空回りする方向に回
転したときだけ部品の一部がコンクリートの壁面に引っ
かかり、移動して径を大きくし、その摩擦により空回り
を止める構造のものの、一例である。本体が締め付けに
より空回りして矢印(21)の方向に回転したとき、回
転防止部品の一部(22)がコンクリート壁面に引っか
かり、本体から見た場合矢印(23)の方向に移動した
ことになる。その結果径が増してそれ以上空回りしなく
なる。なお、これらにはこの場合蝶番等の部品は使って
おらず、(24)の部分で少しつながっているだけであ
る。つまりビニール等の材質で製造する場合、筒本体と
一緒に型での一体形成ができる為安価に提供できる。BEST MODE FOR CARRYING OUT THE INVENTION When a member (13) to be mounted is inserted into a hole (14) formed in concrete, a concrete anchor (5) is inserted and a screw head (15) is tightened with a Phillips screwdriver. The portion of (16) expands and is fixed in close contact with the concrete wall surface. At the same time, as in (17), (13) is pressed against the concrete surface (18) by (15) to be fixed.
The same applies to the concrete anchors (6) and (7). The concrete anchor (8) has a structure in which, when the head of the screw is tightened with a Phillips screwdriver, the portion (19) rises in the direction of the arrow (20) by the action of the reverse screw to expand. The concrete anchor (12) incorporates a plurality of elements of the present invention, and is more efficient because the expanded one is further compressed by rising with a reverse screw. Also (9) or (10)
It does not run idle because the anti-spin components are installed. (9) or (10) is an example of a structure in which a part of the component is caught on the wall surface of the concrete only when rotated in the idling direction, moves to increase the diameter, and stops idling by the friction. When the main body idles by tightening and rotates in the direction of the arrow (21), a part (22) of the rotation preventing component is caught on the concrete wall surface, and when viewed from the main body, it has moved in the direction of the arrow (23). . As a result, the diameter increases and the wheel no longer spins. In this case, parts such as hinges are not used in these cases, and they are only slightly connected at (24). In other words, in the case of manufacturing with a material such as vinyl, it can be provided at a low cost because it can be integrally formed with the cylinder main body in a mold.
【0006】[0006]
【発明の効果】ビスが既にもみこんである為、芯が通っ
ているので腰が強く入りやすくなり、もみ込むストロー
クが短くなり、コンクリート用アンカーを入れてビスを
あてがってもみ込むという工程も一つ減り、省力化に役
立つ。[Effects of the Invention] Since the screw is already infiltrated, the waist passes through the core so that it is easy to enter the waist, the stroke to penetrate is shortened, and the process of inserting a concrete anchor and applying the screw is one step. And help to save labor.
【図1】ネジ山間のピッチが違うビスと、それを使った
コンクリートアンカーと、部材を固定した様子の一例。FIG. 1 is an example of a state in which screws having different pitches between screw threads, a concrete anchor using the screws, and members are fixed.
【図2】ネジ山径や、ネジ谷径の違うビスと、それを使
ったコンクリートアンカーと、部材を固定した様子の一
例。FIG. 2 is an example of a state in which screws having different screw thread diameters and screw thread diameters, concrete anchors using the screws, and members are fixed.
【図3】ネジ山や、ネジ谷の形や幅が違うビスと、それ
を使ったコンクリートアンカーと、部材を固定した様子
の一例。FIG. 3 is an example of a state in which screws having different shapes and widths of screw threads and screw valleys, a concrete anchor using the screws, and members are fixed.
【図4】順ネジと逆ネジを持つビスと、それを使ったコ
ンクリートアンカーと、部材を固定した様子の一例。FIG. 4 is an example of a state in which a screw having a forward screw and a reverse screw, a concrete anchor using the screw and a member are fixed.
【図5】扇形の空回り防止用部品。FIG. 5 is a fan-shaped idling prevention component.
【図6】くさび型の空回り防止用部品。FIG. 6 is a wedge-shaped idling prevention component.
【図7】本発明の要素を複数盛り込んだビスを使った、
コンクリート用アンカー。FIG. 7 shows the use of a screw incorporating a plurality of elements of the present invention.
Anchor for concrete.
(1)は、ネジ山間のピッチが、場所によって違うビ
ス。(2)は、ネジ山の径又はネジ谷の径又はその両方
が場所によって違うビス。(3)は、ネジ山、又はネジ
谷の形又は幅が場所によって違うビス。(4)は先端が
逆ネジになっていて頭に向かって途中で順ネジになって
いるビス。(5)は、(1)のビスの周りをビニール等
で筒状に被った、コンクリート用アンカー。(6)は、
(2)のビスの周りをビニール等で筒状に被った、コン
クリート用アンカー。(7)は、(3)のビスの周りを
ビニール等で筒状に被った、コンクリート用アンカー。
(8)は、先端が順ネジになっていて途中から逆ネジに
なっているビスや、(4)のビスの周りをビニール等で
筒状に被った、コンクリート用アンカー。(9)は、扇
形の空回り防止部品。(10)は、くさび型の空回り防
止部品。(11)は、挿入ガイド。(12)は、多数の
要素を組み合わせたコンクリート用アンカー。(13)
は、取付ようとする部材。(14)は、コンクリートに
開けた穴。(15)は、ビスの頭。(16)は、膨張に
よる摩擦により壁面に密着固定される部分。(17)
は、取付ようとする部材が固定されている様子。(1
8)は、コンクリートの壁面、天井面、床面。(19)
は、逆ネジ部分を被っている筒状のビニール被覆。(2
0)は、移動する方向。(21)は、回転方向を示す矢
印。(22)は、空回り防止部品の移動板。(23)
は、移動方向を示す矢印。(1) Screws with different pitches between threads depending on the location. (2) Screws in which the diameter of the screw thread and / or the diameter of the screw root differ depending on the location. (3) is a screw in which the shape or width of a screw thread or a screw thread differs depending on the location. (4) is a screw with a reverse screw at the tip and a forward screw on the way to the head. (5) An anchor for concrete in which the screw of (1) is covered in a tubular shape with vinyl or the like. (6)
(2) An anchor for concrete in which the screw is covered in a tubular shape with vinyl or the like. (7) An anchor for concrete in which the screw of (3) is covered in a tubular shape with vinyl or the like.
(8) An anchor for concrete in which the tip is forward-threaded and the thread is reverse-threaded in the middle, and the screw in (4) is covered in a tubular shape with vinyl or the like. (9) is a fan-shaped anti-spin component. (10) is a wedge-shaped idling prevention component. (11) is an insertion guide. (12) Anchor for concrete combining many elements. (13)
Is the member to be mounted. (14) is a hole made in concrete. (15) is the head of the screw. (16) A portion which is closely fixed to a wall surface by friction due to expansion. (17)
Shows that the member to be attached is fixed. (1
8) Concrete wall, ceiling and floor. (19)
Is a cylindrical vinyl coating that covers the reverse thread. (2
0) is the moving direction. (21) is an arrow indicating a rotation direction. (22) is a moving plate of anti-spin components. (23)
Is an arrow indicating the direction of movement.
Claims (11)
ビス(1)。A screw (1) in which the pitch between the threads differs depending on the location.
が場所によって違うビス(2)であって、先端だけ小さ
くなっている、つまり既知の木ビス等を除いたもの。2. A screw (2) in which the diameter of a screw thread and / or the diameter of a screw root differs depending on the location, and is reduced only at the tip, that is, excluding known wood screws and the like.
よって違うビス(3)。3. A screw (3) in which the shape or width of a screw thread or a screw root differs depending on a place.
途中で順ネジになっているビス(4)であって、先端が
順ネジになっていて途中から逆ネジになっている、つま
り既知の軽量鉄骨用ボードビス等を除いたもの。4. A screw (4) having a reverse thread at the tip and a forward thread halfway toward the head, wherein the tip is a forward thread and reverse thread from the middle. In other words, those excluding the known lightweight steel board screws.
に被った、コンクリート用アンカー(5)。5. An anchor (5) for concrete, wherein the screw (1) is covered in a cylindrical shape with vinyl or the like.
に被った、コンクリート用アンカー(6)。6. An anchor (6) for concrete, wherein the screw (2) is covered in a tubular shape with vinyl or the like.
に被った、コンクリート用アンカー(7)。7. An anchor (7) for concrete, wherein the screw (3) is covered in a tubular shape with vinyl or the like.
ジになっているビスや、(4)のビスの周りをビニール
等で筒状に被った、コンクリート用アンカー(8)。8. An anchor (8) for concrete in which a screw whose tip is forward-threaded and which is reverse-threaded in the middle or a screw (4) is covered with a vinyl or the like in a cylindrical shape.
入して、ビスを締め付ける等の回転運動により部材を固
定する類のコンクリート用アンカー及びプラグ等におい
て、ビスを締め付ける際の空回りを防止するものであっ
て、空回りする方向に回転したときだけ部品の一部がコ
ンクリートの壁面に引っかかり、移動して径を大きく
し、その摩擦により空回りを止める構造のもの。9. A concrete anchor, plug, or the like for fixing a member by drilling a hole in a concrete, inserting the hole into the hole, and tightening a screw or the like to prevent idle rotation when the screw is tightened. This is a structure in which a part of the part gets caught on the concrete wall only when it rotates in the direction of idling, moves to increase the diameter, and stops idling by the friction.
挿入して、ビスを締め付ける等の回転運動により部材を
固定する類のコンクリート用アンカー及びプラグ等にお
いて、入りやすくする為、先端部を保護する為に、先端
に堅い材質のガイド(11)を付けること。10. A concrete anchor and a plug for fixing a member by a rotary motion such as making a hole in the concrete, inserting the hole into the hole, and tightening a screw, etc., so that the tip portion is protected. In order to do so, attach a hard material guide (11) to the tip.
素を組み合わせたビスの周りをビニール等で筒状に被っ
た、コンクリート用アンカーであって、(9)若しくは
(10)のような空回り防止部品と、(11)を持つも
の(12)。11. An anchor for concrete, wherein a screw combining the elements of (1), (2), (3) and (4) is covered in a tubular shape with vinyl or the like, wherein (9) or (9). (12) A component having an anti-spin component as in (10) and (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000033580A JP2001221223A (en) | 2000-02-10 | 2000-02-10 | Anchor for concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000033580A JP2001221223A (en) | 2000-02-10 | 2000-02-10 | Anchor for concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2001221223A true JP2001221223A (en) | 2001-08-17 |
Family
ID=18558042
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000033580A Pending JP2001221223A (en) | 2000-02-10 | 2000-02-10 | Anchor for concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2001221223A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108221505A (en) * | 2016-12-12 | 2018-06-29 | 潘得路有限责任公司 | For the reducing fastener of railway track fastening assembly |
-
2000
- 2000-02-10 JP JP2000033580A patent/JP2001221223A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108221505A (en) * | 2016-12-12 | 2018-06-29 | 潘得路有限责任公司 | For the reducing fastener of railway track fastening assembly |
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