JPH11270534A - Anchor metal fitting for concrete - Google Patents

Anchor metal fitting for concrete

Info

Publication number
JPH11270534A
JPH11270534A JP10096848A JP9684898A JPH11270534A JP H11270534 A JPH11270534 A JP H11270534A JP 10096848 A JP10096848 A JP 10096848A JP 9684898 A JP9684898 A JP 9684898A JP H11270534 A JPH11270534 A JP H11270534A
Authority
JP
Japan
Prior art keywords
concrete
screw receiving
anchor
screw
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.)
Granted
Application number
JP10096848A
Other languages
Japanese (ja)
Other versions
JP3844593B2 (en
Inventor
Shinichi Hayasaka
坂 真 一 早
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP09684898A priority Critical patent/JP3844593B2/en
Publication of JPH11270534A publication Critical patent/JPH11270534A/en
Application granted granted Critical
Publication of JP3844593B2 publication Critical patent/JP3844593B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Insertion Pins And Rivets (AREA)
  • Dowels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an anchor metal fitting for concrete of a new structure having excellent fixing workability and fixing performance in a concrete skeleton drill hole especially, in relation to the anchor metal fitting for concrete. SOLUTION: A supporting shoulder part is arranged as a metal fitting main body on a boundary part between a screw receiving body part 2 and a fitting cylindrical part 3, an operating pin 5 formed as a wedge acting part whose tip end is formed in a conical shape is inserted and mounted in a fixing cylindrical part sheath hole 33 of the metal fitting main body from the tip end side of the operating pin 5, a terminal end of the operating pin 5 is locked by a push cover piece 6 on which a thin wall part is formed for bending and deforming the terminal end of the operating pin 5 so as to be a surely engaging condition such as a claw of a ratchet in a screw space part female screw 22 of the screw receiving body part 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の目的】この発明は、コンクリート躯体表面適所
に後から固定用雌ネジ部を形成する際に使用されるコン
クリート用金具に関し、特に、コンクリート躯体穿設穴
において定着用筒体部を拡張させる機能を果たす作用ピ
ンが、定着用筒体部の鞘穴部内に安定して挿入、装着さ
れるようにする、新規な構造からなるコンクリート用ア
ンカー金具を提供しようとするものである。
SUMMARY OF THE INVENTION The present invention relates to a metal fitting for use when a female screw portion for fixing is formed at an appropriate position on the surface of a concrete skeleton, and more particularly, to expand a fixing cylinder at a hole for drilling a concrete skeleton. It is an object of the present invention to provide a concrete anchor having a novel structure so that an action pin that performs a function can be stably inserted and mounted in a sheath hole of a fixing cylinder.

【0002】[0002]

【従来の技術】驚異的な経済的発展を続けてきた我が国
も、様々な要因で陰りを来し始めたことから、一頃の壊
しては建てる使い捨て式の建設ラッシュも見られなくな
り、耐用年数の長いコンクリート構造物の場合には、こ
れまでのように、相当期間耐用年数を残しながら簡単に
取り壊してしまうといった無駄な現象にも歯止めが掛か
り、今後は、その躯体構造部分をそのまま生かし、陳腐
化した設備構造や造作部分だけを適切な時期を見計らっ
て交換、改修し、できるだけ経済的な負担を軽減化して
いく傾向が現われてくるものと予想される。
2. Description of the Related Art In Japan, which has been undergoing tremendous economic development, it has begun to fade due to various factors, and there is no longer a disposable construction rush that can be broken down and built. In the case of long concrete structures, as in the past, wasteful phenomena such as being easily demolished while maintaining a long service life have been stopped, and in the future, the building structure will be used as it is, and It is anticipated that there will be a tendency to replace and renovate only the simplified equipment structure and features at an appropriate time to reduce the economic burden as much as possible.

【0003】また、そうした傾向とは別に、内需拡大政
策やより快適な生活空間の実現を狙いとした計画的な各
種構造物の建設は、将来に向けて欠かせない施策として
重要視されていて、それらの目的に適った新構造物の建
設は、増加することはあっても決して減少することはな
いと思われ、それら今後企画化されていく新構造物で
は、耐用年数が限られる設備構造部分や、生活スタイル
や社会的要請等の変化に左右される内外造作部分につい
ては、コンクリート躯体部分から簡単に撤去、交換でき
るようにした工夫が取り入れられていくものと予想され
る。
[0003] Apart from such a tendency, a systematic construction of various structures aimed at expanding domestic demand and realizing a more comfortable living space has been regarded as an indispensable measure for the future. The construction of new structures suitable for those purposes is expected to increase, but never decrease, and these new structures that will be planned in the future will have limited equipment life. It is anticipated that parts and interior and exterior parts that are influenced by changes in lifestyle and social demands will be introduced with measures that allow them to be easily removed and replaced from the concrete skeleton.

【0004】コンクリート構造物における各種資材の取
着、撤去の手段としては、予めその取り付け位置が決定
されていて変更の予定がない場合、鋳物製インサートや
鉄製インサート等の各種インサート金具が、コンクリー
ト型枠面に仮着され、コンクリート打設、硬化後、型枠
を取り外したコンクリート表面に、それらインサート金
具の取着部が露出状となることから、予定してある所定
の連結金具を螺合または嵌合することによって確実に予
定した各種資材を固定することができる。
[0004] As a means for attaching and removing various materials in a concrete structure, if the mounting position is determined in advance and there is no plan to change, various insert fittings such as cast inserts and iron inserts are used as concrete molds. Temporarily attached to the frame surface, after concrete casting and curing, since the attachment parts of these inserts are exposed on the concrete surface from which the mold has been removed, the predetermined connection metal fittings are screwed or By fitting, it is possible to reliably fix various materials that are expected.

【0005】しかし、前記したような、既存コンクリー
ト構造物を改修使用しようとする場合や、今後の変更を
事前に予測したコンクリート構造物、あるいは突如とし
て新たな目的を生じたコンクリート構造物等へ各種資材
を固定する場合等には、下地が木造等の場合と違い、釘
やビス等によって簡単に固定することができないため、
コンクリート下地に適合する特別な後付け手段が必要と
なる。
[0005] However, as described above, there are various types of concrete structures, such as a case where an existing concrete structure is to be repaired and used, a case where a future change is predicted in advance, and a structure where a new purpose is suddenly generated. When fixing the material, unlike the case where the base is wooden, etc., it cannot be easily fixed with nails or screws, etc.
Special post-installation measures are required to fit the concrete substrate.

【0006】このコンクリート下地へ各種資材を後付け
するための最も一般的な手段として、所望する位置に専
用ドリルで所定深さ、径の縦穴を穿設した上、拡張栓構
造を有するコンクリートアンカーを挿入し、作用ピンを
打ち込んで拡張栓構造部分を強制的に縦穴奥部で押し広
げてコンクリート内に食い込ませ、逆楔構造にして当該
アンカーをコンクリート所定箇所に固定し、そのネジ切
り部分に別体の雄ネジまたは雄ネジつき金具等を螺合し
て吊り下げたり、固定するようにしたものであった。
The most common means for retrofitting various materials to the concrete foundation is to drill a vertical hole having a predetermined depth and diameter at a desired position with a special drill and insert a concrete anchor having an expansion plug structure. Then, the action pin is driven in to forcibly push the expansion plug structure part in the depth of the vertical hole to make it penetrate into the concrete, and to form an inverted wedge structure, fix the anchor at a predetermined location in the concrete, and separate it into the threaded part. Male screws or metal fittings with external threads are screwed together and suspended or fixed.

【0007】この従前からのコンクリートアンカー、特
に雌ネジ側をコンクリート躯体C側に後から定着させる
ようにしたタイプのアンカーAは、雌ネジ切りした筒状
金具体a1の先端側(雌ネジ切りした側と反対側)に、
軸心を通る面で十字状に切り目a2,a2,……を入
れ、同側を四分割状にすると共に、当該四分割された側
の開口部に楔駒a3を装着した、図10に示すとおりの
構造からなるものが主流であり、専用ドリルで穿設した
コンクリート躯体C側の縦穴c1に、当該アンカーAを
楔駒a3側から差し込み、コンクリート躯体C表面から
突出状としたアンカーAの頭、即ち雌ネジ切りした側の
筒状金具本体a1の端部をハンマー等で強く叩き、筒状
金具本体a1を押し込むようにすることにより、相対的
に縦穴c1奥部に支持された楔駒a3が、筒状金具本体
a1内に押し入ることとなって、筒状金具本体a1の四
分割された部分を強制的に押し広げ、縦穴c1内で同筒
状金具本体a1の四分割された側に、図11縦断面図に
示すとおりの逆楔構造を実現し、コンクリートアンカー
Aをコンクリート躯体C所望箇所に定着するようにした
ものであった。
The conventional concrete anchor, in particular, the anchor A of the type in which the female screw side is fixed to the concrete skeleton C side later, is provided at the distal end side of the female screwed cylindrical metal concrete a1 (with female screw cut). On the opposite side)
The cuts a2, a2,... Are formed in a cross shape on a plane passing through the axis, the same side is divided into four parts, and a wedge piece a3 is attached to the opening on the four divided side, as shown in FIG. The main structure is as follows, and the anchor A is inserted into the vertical hole c1 of the concrete skeleton C side drilled by a special drill from the side of the wedge piece a3 to protrude from the surface of the concrete skeleton C. That is, by strongly hitting the end of the cylindrical metal fitting body a1 on the female threaded side with a hammer or the like, and pushing the cylindrical metal fitting body a1, the wedge piece a3 relatively supported by the inner part of the vertical hole c1. Is forced into the cylindrical metal body a1 to forcibly expand the four-part divided portion of the cylindrical metal body a1 to be spread within the vertical hole c1 on the four-divided side of the cylindrical metal body a1. Inverted wedge structure as shown in FIG. Achieved, the concrete anchor A were those to be fixed to the concrete skeleton C desired location.

【0008】しかし、この従前から広く採用されてきた
コンクリートアンカーAの場合、コンクリート躯体C側
へ穿設する縦穴c1の深さの違いにより、コンクリート
躯体C表面からのアンカーA筒状金具本体a1の突出程
度が変わってしまう(場合によっては縦穴c1の中に隠
れてしまう)虞があることと、何よりも縦穴c1を最適
な深さにしないと楔駒a3の入り込み具合に差が出てし
まい、深すぎた場合には縦穴c1内の筒状金具本体a1
の逆楔構造が不完全なものとなって十分な定着強度が得
られなくなり、資材取り付け後に抜け出して不測の事態
を招いてしまうことにもなり兼ねないという問題が生じ
たり、逆に、浅すぎて、筒状金具本体a1の端部をコン
クリート躯体C表面に揃えようとしてハンマー等で強く
叩きすぎ、雌ネジ切りした端部を変形させて爾後の雄ネ
ジの螺合操作に支障を来すこととなったり、その過程で
楔駒a3が縦穴奥部のコンクリートを破壊し、コンクリ
ート粉塵が筒状金具本体a1の中空部を通じて零れ出
し、作業環境を悪くしてしまう等といった弊害を伴う
外、アンカー製造過程で楔駒a3の筒状金具本体a1へ
の仮着の繁雑さや、流通段階等での楔駒a3の脱落、紛
失等といった厄介な問題も抱えるものとなっていた。
However, in the case of the concrete anchor A, which has been widely used in the past, the difference in the depth of the vertical hole c1 drilled on the concrete skeleton C side causes the anchor A cylindrical fitting main body a1 from the surface of the concrete skeleton C to differ. There is a possibility that the degree of protrusion may be changed (in some cases, it may be hidden in the vertical hole c1), and above all, if the vertical hole c1 is not set to the optimum depth, the degree of entry of the wedge piece a3 will differ, If it is too deep, the cylindrical fitting body a1 in the vertical hole c1
The reverse wedge structure is incomplete, so that sufficient fixing strength cannot be obtained, and it may come out after mounting the material and cause an unexpected situation, or on the contrary, it is too shallow Then, in order to align the end of the cylindrical metal body a1 with the surface of the concrete skeleton C, beating it too hard with a hammer or the like will deform the female threaded end, thereby hindering the subsequent screwing operation of the male screw. In the process, the wedge piece a3 destroys the concrete at the back of the vertical hole, concrete dust spills out through the hollow portion of the tubular metal fitting body a1, and the work environment is deteriorated. During the manufacturing process, the wedge piece a3 has a troublesome temporary attachment to the tubular metal fitting body a1 and has a troublesome problem such as dropping or loss of the wedge piece a3 in a distribution stage or the like.

【0009】この発明は、上記したような従前からのコ
ンクリートアンカーの状況に鑑み、コンクリート躯体所
望箇所への縦穴の穿設は、浅くならない限りその深さに
神経質になる必要がないこと、施工段階で粉塵等の散逸
を極力防止できること、アンカー製造工程がなるべく簡
素化できること、楔駒の脱落、紛失等による金具として
の無駄を生じさせないこと等々、従前からの諸問題を課
題に掲げ、それら全てを解消できるアンカーの実現化を
目指し、鋭意開発、研究を継続してきた結果、茲にきて
遂に所期の目的を達成可能とする新規な構造のコンクリ
ート用アンカー金具を完成し、その実用化についても目
度が立つところにまで至ったものであり、以下では、代
表的な実施例を例示しながら、この発明のコンクリート
用アンカー金具の構成が十分に把握できるように詳細な
説明を加えていくこととする。
The present invention has been made in view of the above situation of a concrete anchor as described above, and it is not necessary to be nervous at the depth of a vertical hole at a desired location of a concrete skeleton unless the depth becomes shallow, The problems of the prior art, such as minimizing the dissipation of dust etc. as much as possible, simplifying the anchor manufacturing process as much as possible, and avoiding waste as metal fittings due to dropping or loss of wedge pieces, etc., are set as issues and solved all of them. As a result of continuing intensive development and research aiming at the realization of an anchor that can be realized, we have finally completed a concrete anchor fitting with a new structure that can finally achieve the intended purpose, and also aim to commercialize it. In the following, while exemplifying a typical example, the concrete anchor metal fittings of the present invention will be described. Formation is to be gradually added in the detailed description can fully understand.

【0010】[0010]

【発明の構成】図面に示す実施例からも容易に理解され
るように、この発明のコンクリート用アンカー金具は、
基本的に次のような構成から成り立っている。即ち、コ
ンクリート躯体の穿設穴内に挿入される定着用筒体部の
軸心周りの鞘穴部が、その奥部に傾斜内壁部を有する形
状に形成されると共に、該傾斜内壁部を含む定着用筒体
部先端側適宜範囲までを先端外側から軸心を通る位置で
半裁状または四分割状となし、定着用筒体部先端側所定
範囲部分に、軸心を通る同一面内に収まる2本または4
本の切り目部が形成されたものとする一方、定着用筒体
部の鞘穴部入り口側には、雌ネジ切りされた螺合空間部
を有するネジ受け体部が同心状に一体成形されて金具本
体とした上、先端が前記鞘穴部の傾斜内壁部に当接、擦
動可能な形状とされ、且つ当該傾斜内壁部の奥行き寸法
以上の長さに形成された丸棒状の作用ピンを、金具本体
のネジ受け体部側から定着用筒体部鞘穴部内先端まで挿
入、装着すると共に、ネジ受け体部の螺合空間部直径よ
りもやや大きめのバランスした輪郭からなる薄片で、そ
の輪郭からバランスさせた内側に、作用ピン直径よりも
大きめとした平面形円形の薄肉部を設けてなる押蓋片
を、アンカー本体軸心に略直交状姿勢として同ネジ受け
体部の螺合空間部内の先の作用ピン末端位置まで挿入
し、その過程で薄肉部を案内として挿入方向と反対側に
屈曲した輪郭側部分を、ラチェットのツメの如く螺合空
間部雌ネジに噛合状となすことにより、作用ピン末端
を、アンカー本体ネジ受け体部の螺合空間部内所定位置
に掛止状としたコンクリート用アンカー金具である。
As will be readily understood from the embodiments shown in the drawings, the concrete anchor of the present invention is constructed as follows.
It basically consists of the following configuration. That is, the sheath hole around the axis of the fixing cylinder body inserted into the perforated hole of the concrete body is formed in a shape having an inclined inner wall portion at the back thereof, and the fixing hole including the inclined inner wall portion is formed. The appropriate portion of the fixing cylinder portion is formed into a half-cut shape or a quadruple shape at a position passing through the axis from the outside of the tip to the appropriate range on the tip side, and fits within the same plane passing through the axis in a predetermined range portion on the tip side of the fixing cylinder portion. Book or 4
On the other hand, it is assumed that a cut portion of the book is formed, and a screw receiving body portion having a female threaded screwing space portion is integrally formed concentrically on the entrance side of the sheath hole portion of the fixing cylindrical body portion. In addition to the fitting main body, a round bar-shaped working pin having a tip abutting and slidable on the inclined inner wall portion of the sheath hole portion and having a length equal to or greater than the depth dimension of the inclined inner wall portion is used. Inserting and mounting from the screw receiving body side of the bracket body to the tip of the fixing cylinder body sheath hole, and a thin section consisting of a balanced contour slightly larger than the screwing space diameter of the screw receiving body part, On the inside balanced from the contour, a push cover piece provided with a flat circular thin portion larger than the working pin diameter is set in a posture substantially orthogonal to the anchor main body axis, and the screwing space of the screw receiving body part Insert the end of the working pin to the end of the As a guide, the contour side portion bent to the opposite side to the insertion direction is engaged with the screwing space portion female screw like a ratchet claw, so that the end of the working pin is located in the screwing space portion of the anchor body screw receiving body portion. It is an anchor for concrete anchored at a predetermined position.

【0011】金具本体は、ネジ受け体部と定着用筒体部
とからなり、夫々鋼材(場合によっては、鋼材に匹敵す
る性状の工業用プラスチック等の使用も考えられる。)
によって一体成型されるものであり、ネジ受け体部側
は、コンクリート躯体表面から突出状となって固定用ネ
ジや吊り下げ用ボルト等を螺合する機能を果たす部分と
なり、その開口端部側から螺合空間部内周壁に雌ネジ切
り加工した上、固定用ネジや吊り下げ用ボルト等を螺
合、支持するに足るだけの十分な肉厚構造を有したもの
に形成される。
The metal fitting body is composed of a screw receiving portion and a fixing cylindrical portion, each of which is made of a steel material (in some cases, use of an industrial plastic or the like having properties comparable to the steel material can be considered).
The screw receiving body side is a part that protrudes from the surface of the concrete skeleton and performs the function of screwing a fixing screw or a hanging bolt, etc., from the opening end side. The inner peripheral wall of the screwing space portion is formed with a female screw thread and has a sufficient wall thickness enough to screw and support a fixing screw, a suspension bolt, and the like.

【0012】一方、定着用筒体部は、上記ネジ受け体部
の後端側(ネジ切りした開口端部と反対側の端部)に一
体的に連なっており、コンクリート躯体内に埋入状とな
って所定の定着強度が得られるよう機能する部分であ
り、ネジ受け体部外径よりも小さい外径で、所定長、即
ちアンカー金具として使用され、コンクリート躯体の縦
穴内で逆楔構造(穴の奥の方で広がって周壁に食い込み
状となり、抜け出しを阻止するようにした構造)を実現
すると共に、先端側外側面に形成した滑り止め加工部が
縦穴部分のコンクリートとの摩擦抵抗を高め、所定の定
着強度が得られるようにする上で必要な長さとした筒
状、または袋構造(上記ネジ受け体部に連設した側と反
対側の端部を閉鎖した構造)に形成されると共に、その
内部軸心周りの鞘穴部は、入り口側で前記ネジ受け体部
の螺合空間部に連通してなるものに形成される。
On the other hand, the fixing cylinder portion is integrally connected to the rear end of the screw receiving portion (the end opposite to the threaded opening end) and is embedded in the concrete body. This is a portion that functions to obtain a predetermined fixing strength, and has an outer diameter smaller than the outer diameter of the screw receiving portion, is used as a predetermined length, that is, is used as an anchor, and has an inverted wedge structure in a vertical hole of the concrete body ( A structure that spreads deeper into the hole and cuts into the surrounding wall to prevent it from slipping out), and a non-slip portion formed on the outer surface on the tip side increases the frictional resistance of the vertical hole with concrete. It is formed into a cylindrical shape or a bag structure (a structure in which the end opposite to the side connected to the screw receiving body portion is closed) having a length necessary to obtain a predetermined fixing strength. And a sheath hole around its internal axis It is formed that at the entrance side becomes communicated with the screwing space of the screw receiving body.

【0013】さらに、この定着用筒体部は、その鞘穴部
の末端側の穴形状が円錐形(奥にいくに従って尖ってい
く形状)とされて傾斜内壁部に形成された上、該傾斜内
壁部を含む適宜範囲までを先端(筒状の場合)または底
部(袋構造の場合)外側から軸心を通る位置で半裁状ま
たは四分割状となし、底部および/または筒部末端側所
定範囲部分に、軸心を通る同一面内に収まる切り目部が
2個まはた4個形成されたものとされ、したがって、こ
の切り目部を通じ、鞘穴部の空間は、その筒部末端側所
定範囲部分も外方に通じた状態となる。
Further, the fixing cylinder has a conical shape (a shape that becomes sharper toward the back) formed at the end of the sheath hole, and is formed on the inclined inner wall portion. An appropriate range including the inner wall portion is formed into a half-cut shape or a four-part shape at a position passing through the axis from the tip (in the case of a cylindrical shape) or the bottom (in the case of a bag structure) from the outside, and a predetermined range on the bottom and / or the end portion of the cylindrical portion In this portion, two or four cuts that fit in the same plane passing through the axis are formed. Therefore, through the cuts, the space of the sheath hole is defined by a predetermined range on the distal end side of the cylindrical portion. The portion is also open to the outside.

【0014】なお、定着用筒体部の筒部末端側所定範囲
部分内の外表面は、逆楔構造を実現してコンクリートに
強く押し当てられたときのコンクリート面との間の摩擦
抵抗を高めて定着強度が少しでも増強されるよう、溝あ
るいは突起等の凹凸形状からなる適宜滑り止め加工部に
形成してなるものとする。こうして形成される金具本体
は、定着用筒体部と、前記したネジ受け体部との境界部
分に段差が形成され、定着用筒体部だけが挿入できる縦
穴とすることにより、同段差部分が支持肩部となってコ
ンクリート躯体表面に当接状となり、後述する作用ピン
の打ち込みに際し、その打ち込み外力を支持する機能を
果たすこととなる。
The outer surface of the fixing cylinder portion within a predetermined range on the distal end side of the cylinder portion realizes an inverted wedge structure to increase frictional resistance between the fixing surface and the concrete surface when strongly pressed against the concrete. In order to increase the fixing strength even a little, it should be formed in a non-slip processed portion having an irregular shape such as a groove or a projection. The metal fitting body thus formed has a step formed at a boundary portion between the fixing cylinder and the screw receiving body, and has a vertical hole into which only the fixing cylinder can be inserted. As a supporting shoulder, it comes into contact with the surface of the concrete skeleton, and at the time of driving of a working pin, which will be described later, it has a function of supporting the external driving force.

【0015】作用ピンは、上記した金具本体定着用筒体
部の鞘穴部内において強制的に押し込まれることによ
り、その先端で、切り目の入った定着用筒体部末端側を
拡開させ、その部分で縦穴内に逆楔構造を実現する機能
を果たすものであり、その主要部分が、上記した金具本
体定着用筒体部の鞘穴部内に挿入可能な細丸棒状、望ま
しくは、鞘穴部内周壁に略内接状となる細丸棒状で、先
端が円錐形の楔作用部に形成されると共に、該楔作用部
を除いた丸棒状部分の長さを定着用筒体部鞘穴部全長以
上のものとされ、その先端側から前記金具本体の鞘穴部
内に挿入、装着した状態で組み合わされる。
The working pin is forcibly pushed into the above-mentioned sheath hole of the fixing body fixing cylinder, thereby expanding the end of the notched fixing cylinder at the tip end thereof. The main part is a thin round rod shape that can be inserted into the sheath hole of the above-described metal fitting main body fixing cylinder body portion, preferably, the inside of the sheath hole portion. A thin round rod shaped substantially inscribed in the peripheral wall, the tip of which is formed in a conical wedge action portion, and the length of the round bar-shaped portion excluding the wedge action portion is the total length of the fixing cylinder body sheath hole. The above-mentioned components are assembled in a state of being inserted into and attached to the sheath hole of the metal fitting main body from the front end side.

【0016】その結果、この状態で金具本体に組み合わ
された作用ピンは、その末端、即ち楔作用部と反対側の
端部側は、定着用筒体部鞘穴部から食み出して一部ネジ
受け体部の螺合空間部側に突出状となっており、該作用
ピン末端を、金具本体ネジ受け体部の螺合空間部雌ネジ
に係合状とした押蓋片で掛止することにより、作用ピン
の金具本体からの抜け落ちが確実に阻止されるようにす
ると共に、作用ピン打込み作業時のコンクリート粉塵の
螺合空間部からの散逸を防止する機能を果たすものとす
る。
As a result, the end of the working pin assembled with the metal fitting body in this state, that is, the end side opposite to the wedge action portion, protrudes from the fixing cylindrical body sheath hole and partially extends. The screw receiving body has a projecting shape on the screwing space side, and the end of the working pin is hooked by a push lid piece engaged with the screwing space portion female screw of the metal fitting body screw receiving body. In this way, the function pin is reliably prevented from falling off from the metal fitting body, and functions to prevent the concrete dust from escaping from the threaded space during the operation pin driving operation.

【0017】押蓋片は、プラスチック薄板やアルミ箔、
紙等適宜素材の薄板を、金具本体ネジ受け体部の螺合空
間部直径よりもやや大きめの円形、多角形、星型、花び
ら状等、平面形としてバランス輪郭形状のものに裁断し
て形成されると共に、該輪郭から所定範囲内側で、中心
からバランスした位置に、先の作用ピン直径よりも大き
い平面形円形状となるようにした薄肉部を刻設したもの
に形成し、上記のとおり、作用ピンを金具本体に挿入、
装着後、ネジ受け体部螺合空間部の入り口側から軸心に
直交状となるようにして押し込み操作することにより、
その過程で薄肉部から外側の輪郭側部分全体が、自然に
押し込み操作方向と反対側に屈曲され、輪郭部の全体ま
たは要所要所をネジ受け体部の螺合空間部雌ネジの凹凸
形状に当接状とされながら押し込まれていき、最終的に
中央部分が作用ピン末端に当接する位置に押し込まれた
状態で、螺合空間部雌ネジの凹凸形状に当接状となって
いる押蓋片周縁が、螺合空間部雌ネジに係合状(即ち、
ラチェットのツメの如く、逆方向への移動を阻止された
状態)となって自らの位置を螺合空間部内に仮着状とな
り、結果として作用ピン末端を支持するようにするもの
である。
The cover piece is made of a plastic thin plate or aluminum foil,
A thin sheet of paper or other suitable material is cut and formed into a flat shape, such as a circle, polygon, star, petal, etc., slightly larger than the diameter of the threaded space of the screw receiving body of the bracket body. At the same time, a thin portion formed into a flat circular shape larger than the diameter of the working pin is engraved at a position balanced from the center inside a predetermined range from the contour and formed as described above. , Insert the working pin into the bracket body,
After installation, by pushing in from the entrance side of the screw receiving body part screwing space part so as to be orthogonal to the axis,
In the process, the entire outer contour side portion from the thin portion is naturally bent in the opposite direction to the pushing operation direction, and the entire contour portion or a necessary portion is formed into a concave and convex shape of the female screw of the screw receiving space portion of the screw receiving body portion. A push cover that is pushed in while being abutted, and finally comes into contact with the uneven shape of the female screw in the threaded space portion with the center part pushed into the position where it abuts the end of the working pin One peripheral edge is engaged with the threaded space female screw (that is,
As in the case of a ratchet claw, movement in the opposite direction is prevented), and its position is temporarily attached in the screwing space, and as a result, the end of the working pin is supported.

【0018】なお、この押蓋片が、金具本体軸心に直交
状とした姿勢での螺合空間部内への押込み操作を容易に
するため、その中央部分に押込み操作孔を形成しておけ
ば、該押込み操作孔に治具を嵌合状とした上、当該嵌合
部分を軸心に合わせて押し込むように操作する簡単な作
業で確実に目的を達成できるものとなることから極めて
好都合のものとすることができる。以下、この発明のコ
ンクリートアンカーの構成が、より明確に把握できるよ
う、この発明を代表する実施例について具体的にその構
造を説明にしてみることとする。
In order to facilitate the pushing operation of the push lid piece into the screwing space portion in a posture perpendicular to the axis of the metal fitting body, a pushing operation hole is formed at the center portion thereof. It is extremely convenient because the jig is fitted into the pushing operation hole, and the purpose can be reliably achieved by a simple operation of pushing the fitting portion in alignment with the axis. It can be. Hereinafter, the structure of the concrete anchor according to the present invention will be specifically described with respect to an embodiment representative of the present invention so that the structure of the concrete anchor according to the present invention can be more clearly understood.

【0019】[0019]

【実施例】図1の分解斜視図、図2の金具本体だけによ
る縦断面図、図3の全体縦断面図に示すコンクリートア
ンカーは、この発明の構成からなる最も代表的な構造の
ものであり、コンクリート構造躯体の軒天井吊りや、配
線・配管工事、スプリンクラー取り付け、天井装置クー
ラー取り付け等といった工事に汎用されるネジ径3/8
インチのボルトまたは吊りボルトを螺合可能とするコン
クリートアンカーについて説明すると、先ず、金具本体
1は、外径が12mmで長さが23mmとされたネジ受け体
部2に、外径が7.1mmで長さを35mmとした定着用筒
体部3が一体成型されてなる全長58mmの鋼材製であ
り、定着用筒体部3の末端側約12mm程度の範囲に渡っ
て外周面には、螺旋溝による滑り止め加工部36が形成
されると共に、ネジ受け体部2と定着用筒体部3との境
界部分には、その全周に渡って約2.5mm程度の支持肩
部4が形成されてなる構造となっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The concrete anchor shown in the exploded perspective view of FIG. 1, the vertical sectional view of only the metal fitting body of FIG. 2, and the overall vertical sectional view of FIG. 3 is the most typical structure having the structure of the present invention. 3/8 screw diameter commonly used in construction such as suspension of eaves ceiling of concrete structure skeleton, wiring and plumbing work, sprinkler installation, ceiling equipment cooler installation, etc.
A concrete anchor capable of screwing an inch bolt or a suspension bolt will be described. First, the metal fitting body 1 is attached to a screw receiving body 2 having an outer diameter of 12 mm and a length of 23 mm, and an outer diameter of 7.1 mm. Is made of a steel material having a total length of 58 mm and integrally formed with a fixing cylinder 3 having a length of 35 mm, and a spiral is formed on the outer peripheral surface over a range of about 12 mm on the terminal side of the fixing cylinder 3. A non-slip processing portion 36 is formed by the groove, and a support shoulder portion 4 of about 2.5 mm is formed at the boundary between the screw receiving portion 2 and the fixing cylinder portion 3 over the entire circumference. It is a structure that is made.

【0020】ネジ受け体部2は、図2の縦断面図が示す
とおり、その開口側からφ8.5mm程度の螺合空間部2
1の奥に向かって約14mmに至る範囲に渡り、ネジ切り
加工されて雌ネジ部22とされる一方、定着用筒体部3
は、筒部31と底部32とからなる袋構造とされ、その
内部には、前記ネジ受け体部2の螺合空間部21に通じ
る鞘穴部33が,奥部(底部32の内側)に約10mm程
度残した辺り(螺合空間部21の奥から約25mm程度の
ところ)まで穴径約3.5mm程度のものとして穿設さ
れ、その奥部約8mm程度の範囲に傾斜内壁部34が設け
られると共に、底部32外側中央から軸心に従って約1
5mm長の深さで半裁状とすることにより、軸心を通る同
一面内に収まる切り目部35の形成されたものとする。
As shown in the vertical cross-sectional view of FIG. 2, the screw receiving body 2 has a threaded space 2 having a diameter of about 8.5 mm from its opening side.
1 is threaded to form a female screw portion 22 over a range of approximately 14 mm toward the back of the fixing cylinder portion 3.
Has a bag structure composed of a cylindrical portion 31 and a bottom portion 32, and a sheath hole portion 33 communicating with the screwing space portion 21 of the screw receiving body portion 2 is formed inside the bag structure at a deep portion (inside the bottom portion 32). A hole having a hole diameter of about 3.5 mm is drilled until about 10 mm is left (about 25 mm from the depth of the screw space 21), and an inclined inner wall portion 34 is formed in a range of about 8 mm in the depth. And about 1 from the outer center of the bottom 32 according to the axis.
By forming a half-cut shape with a depth of 5 mm, a cut portion 35 that fits in the same plane passing through the axis is formed.

【0021】作用ピン5は、図1の分解斜視図の中に見
られるとおり、前記鞘穴部33内に略内接状に挿入可能
な外径約3.3mm前後の太さで、全長が約46mm程度の
細丸鋼棒で、先端側約8mm程度の範囲が、先の鞘穴部3
3奥部の傾斜内壁部34の傾斜に合わせた角度か、それ
よりもやや大きめの角度の円錘形に削り取られて楔作用
部51に形成された構造としてあり、その先端側、即ち
楔作用部51形成側からネジ受け体部2の螺合空間部2
1を通じ、鞘穴部33の奥部まで挿入、装着する。
As shown in the exploded perspective view of FIG. 1, the working pin 5 has an outer diameter of about 3.3 mm, which can be inserted into the sheath hole 33 substantially in an inscribed manner, and has a total length. A thin round steel rod of about 46 mm, the range of about 8 mm on the tip side is
It is a structure formed in the wedge action portion 51 by being cut off into a cone shape having an angle corresponding to the inclination of the inner wall portion 34 at the back of the back or an angle slightly larger than that, and the tip side, that is, the wedge action. Screwing space 2 of the screw receiving body 2 from the side where the portion 51 is formed
1 and inserted to the inner part of the sheath hole 33 and attached.

【0022】その後、図3の中央縦断面図、および図4
の同要部拡大中央縦断面図のようにして作用ピン5の頭
部(先の楔作用部51の形成された端部と反対側の端
部)に当接して該作用ピン5を鞘穴部33内に所定どお
りに収められた状態を保持する機能を果たす押蓋片6
は、図5の斜視図に示すとおり、前記ネジ受け体部2の
螺合空間部21に挿入状とされ、周縁を同雌ネジ部22
に支持されるようにするため、螺合空間部21の直径
8.5mmよりもやや大きいφ10mm程度の外周縁となる
円形状のもの形成されると共に、外周縁よりやや内側
で、作用ピン4の太さ、即ち3.3mmよりも大きい約φ
7mm程度の平面形円形となる薄肉部61が、同心状に刻
設され、しかも、その中央には、作用ピン4の太さ、即
ち3.3mmよりも小さい径の約φ2.5mm程度とした押
込み操作孔62を設け、該押蓋片6の螺合空間部21内
への挿入作業をし易くするようにしてある。なお、この
実施例では、薄膜片6の輪郭を円形としたが、全体輪郭
がバランスするものであれば、四角形等の多角形状や星
型、花びら状、あるいは全周にギザギザを付けた形状の
もの等とすることもできる。
Thereafter, FIG.
As shown in the enlarged central vertical cross-sectional view of FIG. 5, the head of the working pin 5 (the end opposite to the end on which the wedge action part 51 is formed) is brought into contact with the working pin 5 so as to have a sheath hole. Push cover piece 6 that has a function of maintaining a state of being housed in part 33 as specified.
As shown in the perspective view of FIG. 5, is inserted into the threaded space portion 21 of the screw receiving body portion 2, and the peripheral edge thereof is
In order to be supported by the working pin 4, a circular shape having an outer periphery of about φ10 mm, which is slightly larger than the diameter of the screwing space 21 of 8.5 mm, is formed, and slightly inside the outer periphery. Thickness, about φ larger than 3.3 mm
A thin-walled portion 61 having a flat circular shape of about 7 mm is engraved concentrically, and in the center thereof, the diameter of the working pin 4, that is, about φ2.5 mm having a diameter smaller than 3.3 mm, is provided. A pushing operation hole 62 is provided to facilitate the operation of inserting the pushing lid piece 6 into the screwing space 21. In this embodiment, the outline of the thin film piece 6 is circular. However, as long as the overall outline is balanced, the thin film piece 6 may have a polygonal shape such as a quadrangle, a star shape, a petal shape, or a shape with jagged edges. And the like.

【0023】[0023]

【作 用】以上のとおりの構成からなるこの発明のコン
クリートアンカーは、図7のようにして、先ず、コンク
リート躯体Cの所望する箇所に、専用ドリルDで金具本
体1の定着用筒体部3が挿入可能な、最小ドリル径7.
5mmで35mm以上、例えば40mmあるいはそれ以上の深
さの縦穴c1を穿設した後、定着用筒体部3から挿入し
た上、図8の断面図が示すように、所定の打込み治具T
を差し込んで、その先端を薄膜片6越しに作用ピン5の
頭部に当接状となし、図示しないハンマー等で該治具T
を強打する。
[Operation] The concrete anchor of the present invention having the above-described structure is firstly provided with a special drill D at a desired portion of a concrete frame C as shown in FIG. 6. The smallest drill diameter that can be inserted
After drilling a vertical hole c1 having a depth of 5 mm or more and 35 mm or more, for example, 40 mm or more, it is inserted from the fixing cylinder 3 and, as shown in the sectional view of FIG.
Is inserted into the jig T with a hammer or the like (not shown).
Bang.

【0024】すると、その衝撃で金具本体1全体が強く
縦穴c1の奥に向けた力を受けるが、ネジ受け体部2と
定着用筒体部3との境界部分に形成された支持肩部4
が、縦穴c1の入り口部分のコンクリート躯体C表面に
支持される結果、縦穴c1の奥に向けた力は、打込み治
具Tを通してそのまま薄膜片6越しに作用ピン5の頭部
に衝撃となって伝えられ、作用ピン5だけを押し込む作
用を果たすこととなって、作用ピン5先端の楔作用部5
1が、定着用筒体部3鞘穴部33の傾斜内壁部34に沿
って強制的に前進させられ、先端が切り目部35に割っ
て入る楔作用を果たし、その作用で、半裁された定着用
筒体部3の先端側が強制的に左右に押し広げられ、同所
の外側面が縦穴c1の内周面に食い込むような変形を起
こし、図9の断面図のとおり、縦穴c1内で逆楔構造を
実現した上、定着用筒体部3先端外側面の滑り止め加工
部36が縦穴c1との摩擦抵抗を高めるよう作用する状
態となって、この発明のコンクリートアンカーのコンク
リート躯体C所望箇所への定着が完了する。その後、取
り付けるべき資材の固定用ボルトや吊りボルト7を、ネ
ジ受け体部2螺合空間部21にネジ切りされた雌ネジ部
22に螺合操作することにより、安定した固定状態を実
現する。
Then, the impact causes the entire metal fitting body 1 to receive a strong force toward the depth of the vertical hole c1, but the support shoulder 4 formed at the boundary between the screw receiving body 2 and the fixing cylinder 3 is formed.
However, as a result of being supported on the surface of the concrete skeleton C at the entrance portion of the vertical hole c1, the force directed toward the depth of the vertical hole c1 becomes an impact on the head of the action pin 5 directly through the thin film piece 6 through the driving jig T. The wedge action portion 5 at the tip of the action pin 5
1 is forcibly advanced along the inclined inner wall portion 34 of the fixing cylindrical body portion 3 sheath hole portion 33, and performs a wedge action in which the tip breaks into the cut portion 35, and by this action, the fixing half-cut is performed. The distal end side of the tubular member 3 is forcibly pushed right and left, and the outer surface of the same portion is deformed so as to bite into the inner peripheral surface of the vertical hole c1, and as shown in the sectional view of FIG. After realizing the wedge structure, the anti-slipping portion 36 on the outer surface of the tip end of the fixing cylinder 3 acts to increase the frictional resistance with the vertical hole c1, so that the concrete anchor C desired portion of the concrete anchor according to the present invention is provided. Fixing to is completed. After that, a stable fixing state is realized by screwing the fixing bolt or the suspension bolt 7 of the material to be attached to the female screw portion 22 threaded in the screw receiving body portion 2 screwing space portion 21.

【0025】この逆楔構造を縦穴c1内に実現する施工
過程で、作用ピン5が仮令鉛直姿勢となっても、押蓋片
6でその頭部が確実に支持され、抜け落ちてきて作業に
支障を来すことはなく、また、この押蓋片6は、図5中
の矢印のような方向に押し込まれることにより、同薄肉
部61よりも外側の外周縁側が、図6のように、矢印と
は逆の方向に自然に屈曲され、図4の要部拡大中央縦断
面図の中に示されているように、その周縁を雌ネジ部2
2に当接状としてラチェットの爪のような係止構造を実
現しながら、打込み治具Tの前進に伴って更に螺合空間
部21の奥へと移動し、その水平状態を維持し続けて螺
合空間部21を完全に閉鎖状とする作用を果たすこと
と、縦穴c1の入り口は支持肩部4が密着状となって閉
鎖状とすることとの二つの作用で、逆楔構造形成過程で
発生する縦穴c1内の粉塵は、その外部への散逸を極力
阻止されることとなる。
In the construction process for realizing the inverted wedge structure in the vertical hole c1, even if the working pin 5 is in the provisional vertical position, the head is reliably supported by the push cover piece 6 and comes off and hinders the work. Further, when the cover lid piece 6 is pushed in the direction as indicated by the arrow in FIG. 5, the outer peripheral edge of the outer side of the thin-walled portion 61 becomes an arrow as shown in FIG. 4 is naturally bent in the opposite direction, and as shown in the main portion enlarged central longitudinal sectional view of FIG.
2, while moving into the screwing space 21 further with the advance of the driving jig T, while maintaining a latching structure like a ratchet claw as an abutting state, and continuously maintaining the horizontal state. The reverse wedge structure forming process is performed by two functions, that is, the function of completely closing the screwing space portion 21 and the function of making the entrance of the vertical hole c1 closed with the support shoulder portion 4 in close contact. The dust generated in the vertical hole c1 is prevented from escaping to the outside as much as possible.

【0026】また、薄膜片6に予め設けてある押込み操
作孔62は、この発明のコンクリートアンカー製造過程
において、その押込み操作孔62に嵌合する先端形状の
特別な治具を用意するだけで姿勢の制御をし易くする作
用を果たすと共に、何等かの理由で姿勢が正しく収めら
れなかった場合の交換操作でも、尖った工具を差し込ん
での除去を可能にする部分として役立ち、製造効率を高
めることに寄与する部分となる。
Further, the pushing operation hole 62 provided in advance in the thin film piece 6 can be positioned only by preparing a special jig having a tip shape to be fitted into the pushing operation hole 62 in the concrete anchor manufacturing process of the present invention. To facilitate the control of the machine, and to serve as a part that enables removal by inserting a sharp tool even in the replacement operation when the posture is not correctly set for some reason, and to increase the manufacturing efficiency. Is a part that contributes to

【0027】[0027]

【効 果】以上のとおりの構成からなるこの発明のコン
クリートアンカーは、金具本体が、ネジ受け体部と定着
用筒体部との境界部分に支持肩部が形成された構造とさ
れていて、定着用筒体部の長さよりも浅くならない限
り、コンクリート躯体所望箇所への縦穴の深さを気にし
ない穿設作業の実施が可能となる上、縦穴内部ではな
く、コンクリート躯体表面を支持部とした逆楔構造の実
現が可能であって、縦穴内での粉塵の発生を極力押さえ
得ると共に、縦穴の入り口を閉鎖状とした施工となり、
しかもネジ受け体部螺合空間部を押蓋片が閉鎖状とする
構成も加わって、作業中のコンクリート粉塵の散逸が可
能な限り防止できることになることから、作業効率を高
める上で極めて秀れた特徴を発揮するものとなってい
る。
According to the concrete anchor of the present invention having the above-described structure, the metal fitting body has a structure in which a supporting shoulder is formed at a boundary between the screw receiving body and the fixing cylinder. As long as it is not shallower than the length of the fixing cylinder, it is possible to carry out drilling work without worrying about the depth of the vertical hole to the desired location of the concrete frame. It is possible to realize the reverse wedge structure, which can minimize the generation of dust in the vertical hole, and to make the entrance of the vertical hole closed,
In addition, the addition of a structure in which the screw receiving body part screwing space part is closed by the lid part prevents the dissipation of concrete dust during work as much as possible, so it is extremely excellent in improving work efficiency It has the characteristics that have been demonstrated.

【0028】また、定着用筒体部鞘穴部の傾斜内壁部に
対し、作用ピン先端の楔作用部の傾斜角度がそれに略合
致するか、やや大きめの角度の円錘形状とされていて、
鞘穴部奥の傾斜内壁部の傾斜角度に誘導された円滑な割
り込みが保証され、比較的軽い打撃操作で逆楔構造の実
現が可能となる上、滑り止め加工部が縦穴との摩擦抵抗
を高めて確実な定着強度が得られること、天井スラブ等
への作業のように下向き鉛直姿勢とされても、決して作
用ピンの脱落、紛失を来してしまうことのない確実な仮
着構造とされていること等の構成も、上記した作業効率
を高める上で大いに役立つことになるという特徴も兼ね
備えている上、アンカー製造工程において楔駒を打ち込
み、固定するという繁雑な工程を必要とせず、押蓋片の
装着だけで簡単、確実な作用ピンの抜け出しを阻止した
アンカーの製造が可能となり、その後の商品としての取
扱い段階においても作用ピンの抜け落ち、紛失を確実に
防止することができるという利点もあり、また、押し蓋
片には、予め押込み操作孔が設けられていて、姿勢の制
御をしながらのネジ受け体部螺合空間部への装着作業を
極めて簡便なものとすることもできるという効果を期待
でき、したがって、その実用性に加え、製造上、製品取
扱い上からも秀れたものとなっている。
Also, the inclination angle of the wedge action portion at the tip of the working pin is substantially equal to or slightly larger than the inclined inner wall portion of the fixing cylinder body sheath hole portion, and is formed in a cone shape having a slightly larger angle.
Smooth interruption guided by the inclination angle of the inner wall part at the back of the sheath hole is guaranteed, it is possible to realize an inverted wedge structure with relatively light hitting operation, and the anti-slip processing part reduces friction resistance with the vertical hole. A secure temporary attachment structure that ensures that the working pins do not fall off or are lost even if the working pins are placed vertically downward, such as when working on ceiling slabs, etc. In addition to having such a feature that it will be very useful in improving the above-mentioned work efficiency, a complicated process of hammering and fixing a wedge piece in the anchor manufacturing process is not required, and By simply attaching the lid piece, it is possible to easily and reliably manufacture the anchor that prevents the working pin from coming out, and it is possible to reliably prevent the working pin from falling off and lost even in the subsequent handling stage as a product. There is also an advantage that the push cover piece is provided with a push-in operation hole in advance, which makes it extremely easy to attach the screw to the screw receiving body portion while controlling the posture. It can be expected to have the effect of being able to do so, and in addition to its practicality, it is excellent in terms of manufacturing and handling of products.

【0029】特に実施例として示したものでは、各種資
材をコンクリート躯体C表面所望箇所に後付けする作業
として、最も汎用されているサイズのボルトあるいは吊
下げボルト用のコンクリートアンカーとして略理想的な
構造に形成されていると共に、押蓋片6の薄肉部61
も、リング状の押し当て金型で簡単に刻設、形成できる
最も簡潔な構造のものとして形成されている上、作用ピ
ン5の仮着状態の確実な持続と、螺合空間部21の確実
な閉鎖状態の実現とを可能にするものとなっており、コ
ンクリート地肌が直接露になった一般的なコンクリート
構造物用の金具としては勿論のこと、デッキプレートを
使ったコンクリート地肌が直接現れないスラブ構造等へ
の金具としても、連結すべきボルトや吊下げボルトの径
に比較し、定着用筒体部3が細いことから、金属板を通
したコンクリート躯体Cへの縦穴穿設作業が比較的簡単
に実施できることになるという、これまでのものには期
待できない秀れた効果が得られるものとなる。
In particular, in the embodiment shown in the drawings, as a work of retrofitting various materials to desired portions of the surface of the concrete skeleton C, a structure almost ideal as a concrete anchor for bolts or suspension bolts of the most widely used size is used. The thin portion 61 of the lid 6
Is formed as the simplest structure that can be easily engraved and formed by a ring-shaped pressing die. In addition, the working pin 5 can be securely maintained in a temporarily attached state, and the screwing space 21 can be securely formed. It can be used as a metal fitting for general concrete structures where the concrete surface is directly exposed, as well as the concrete surface using the deck plate does not appear directly. As for metal fittings for slab structures, etc., compared with the diameter of the bolts and suspension bolts to be connected, the fixing cylinder 3 is thinner, so the work of drilling a vertical hole in the concrete skeleton C through a metal plate is compared. It is an excellent effect that can be easily implemented, which cannot be expected in the past.

【0030】叙述の如く、この発明のコンクリートアン
カーは、その特徴ある構成から所期の目的を遍く達成可
能とするものであり、各種業界がそうであるように、厳
しい経済環境の中で益々効率的な作業が求められる建設
業においても、様々な部分での改善が求められており、
特に快適な環境を実現するための各種資材の取付け、交
換を容易にする固着、連結手段の一つとして、その構造
強度の信頼性はもとよりのこと、実用性、経済性の面か
らも高い評価がなされ、広く採用、普及していくものに
なると予想される。
As described above, the concrete anchor of the present invention enables the intended purpose to be universally achieved due to its characteristic structure, and, as in various industries, increases the efficiency in a severe economic environment. Even in the construction industry, where efficient work is required, improvements in various areas are required,
In particular, as one of the fixing and connecting means that facilitates installation and replacement of various materials for realizing a comfortable environment, it is highly evaluated not only for its structural strength but also for its practicality and economy. Is expected to be widely adopted and spread.

【図面の簡単な説明】[Brief description of the drawings]

図面は、この発明を代表する1実施例を示したものであ
る。
The drawings show one embodiment representative of the present invention.

【図 1】この発明のコンクリートアンカーの分解斜視
図である。
FIG. 1 is an exploded perspective view of a concrete anchor according to the present invention.

【図 2】同金具本体だけの縦断面図である。FIG. 2 is a longitudinal sectional view of only the metal fitting main body.

【図 3】全体を組み合わせた状態の縦断面図である。FIG. 3 is a longitudinal sectional view of a state in which the whole is combined.

【図 4】同要部拡大中央縦断面図である。FIG. 4 is an enlarged central longitudinal sectional view of the main part.

【図 5】金具本体に挿入、装着される押蓋片の拡大斜
視図である。
FIG. 5 is an enlarged perspective view of a push cover piece inserted and attached to the fitting main body.

【図 6】同押蓋片の金具本体に挿入、装着された段階
での変形状態を示す拡大斜視図である。
FIG. 6 is an enlarged perspective view showing a deformed state of the push cover piece at the stage of being inserted and attached to the fitting main body.

【図7〜9】作業工程の代表的な過程を示す縦断面図で
ある。
7 to 9 are longitudinal sectional views showing a typical process of a working process.

【図 10】従前のコンクリートアンカーの側面図であ
る。。
FIG. 10 is a side view of a conventional concrete anchor. .

【図 11】同定着状態を示す縦断面図である。FIG. 11 is a vertical cross-sectional view showing an identification attachment state.

【符号の説明】[Explanation of symbols]

1 金具本体 2 ネジ受け体部 21 同 螺合空間部 22 同 雌ネジ部 3 定着用筒体部 31 同 底部 32 同 筒部 33 同 鞘穴部 34 同 傾斜内壁部 35 同 切り目部 36 同 滑り止め加工部 4 支持肩部 5 作用ピン 51 同 楔作用部 6 押蓋片 61 同 薄肉部 62 同 押込み操作孔 7 吊下げボルト A 従前のコンクリートアンカー a1 同 筒状金具体 a2 同 切り目 a3 同 楔駒 C コンクリート躯体 c1 同 縦穴 D 専用ドリル T 打込み治具 DESCRIPTION OF SYMBOLS 1 Metal fitting main body 2 Screw receiving part 21 Same threaded space part 22 Same female screw part 3 Fixing cylinder part 31 Same bottom part 32 Same cylinder part 33 Same sheath hole part 34 Same inclined inner wall part 35 Same cut part 36 Same slip prevention Working part 4 Support shoulder part 5 Working pin 51 Same wedge action part 6 Push lid piece 61 Same thin part 62 Same pushing operation hole 7 Hanging bolt A Previous concrete anchor a1 Same cylindrical metal concrete a2 Same cut a3 Same wedge piece C Concrete skeleton c1 Same vertical hole D Dedicated drill T Driving jig

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート躯体の穿設穴内に挿入され
る定着用筒体部の軸心周りの鞘穴部が、その奥部に傾斜
内壁部を有する形状に形成されると共に、該傾斜内壁部
を含む定着用筒体部先端側適宜範囲までを先端外側から
軸心を通る位置で半裁状または四分割状となし、定着用
筒体部先端側所定範囲部分に、軸心を通る同一面内に収
まる2本または4本の切り目部が形成されたものとする
一方、定着用筒体部の鞘穴部入り口側には、雌ネジ切り
された螺合空間部を有するネジ受け体部が同心状に一体
成形されて金具本体とした上、先端が前記鞘穴部の傾斜
内壁部に当接、擦動可能な形状とされ、且つ当該傾斜内
壁部の奥行き寸法以上の長さに形成された丸棒状の作用
ピンを、金具本体のネジ受け体部側から定着用筒体部鞘
穴部内先端まで挿入、装着すると共に、ネジ受け体部の
螺合空間部直径よりもやや大きめのバランスした輪郭か
らなる薄片で、その輪郭からバランスさせた内側に、作
用ピン直径よりも大きめとした平面形円形の薄肉部を設
けてなる押蓋片を、アンカー本体軸心に略直交状姿勢と
して同ネジ受け体部の螺合空間部内の先の作用ピン末端
位置まで挿入し、その過程で薄肉部を案内として挿入方
向と反対側に屈曲した輪郭側部分を、ラチェットのツメ
の如く螺合空間部雌ネジに噛合状となすことにより、作
用ピン末端を、アンカー本体ネジ受け体部の螺合空間部
内所定位置に掛止状としたことを特徴とするコンクリー
ト用アンカー金具。
1. A fixing device according to claim 1, wherein a sheath hole around the axis of the fixing cylinder is inserted into a perforated hole of the concrete skeleton, and has a shape having an inclined inner wall in a deep portion thereof. A half-shape or quadrant is formed at a position passing through the axis from the outside of the tip up to an appropriate range on the tip end side of the fixing cylinder portion, and a predetermined range portion on the tip end side of the fixing cylinder portion within the same plane passing through the axis. Two or four notches that fit into the housing are formed, while a screw receiving body having a female threaded threaded space is concentric with the inlet side of the sheath hole of the fixing cylinder. In addition, the metal body is integrally formed into a shape, and the tip is formed in a shape capable of abutting and sliding on the inclined inner wall portion of the sheath hole portion, and is formed to have a length equal to or greater than the depth dimension of the inclined inner wall portion. Insert a round rod-shaped working pin from the screw receiving body side of the bracket body to the tip inside the fixing cylinder body sheath hole. A thin piece with a balanced contour slightly larger than the diameter of the screw-in space of the screw receiving body, and a flat circular thin wall with an inner diameter larger than the working pin diameter. The push cover piece provided with the part is inserted in a position substantially orthogonal to the axis of the anchor main body to the end of the previous working pin in the screwing space part of the screw receiving body part, and in the process, the thin part is inserted as a guide The contour side portion bent in the direction opposite to the direction is engaged with the threaded space female screw like a ratchet claw, so that the end of the working pin is at a predetermined position in the threaded space of the anchor body screw receiving body. An anchor for concrete, characterized in that it is hooked.
【請求項2】 押蓋片が、その薄肉部よりも内側となる
部分に、押込み操作孔の形成されてなるものとした、請
求項1記載のコンクリート用アンカー金具。
2. The concrete anchor according to claim 1, wherein the push cover piece has a push-in operation hole formed in a portion inside the thin portion.
JP09684898A 1998-03-24 1998-03-24 Anchor bracket for concrete Expired - Fee Related JP3844593B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09684898A JP3844593B2 (en) 1998-03-24 1998-03-24 Anchor bracket for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09684898A JP3844593B2 (en) 1998-03-24 1998-03-24 Anchor bracket for concrete

Publications (2)

Publication Number Publication Date
JPH11270534A true JPH11270534A (en) 1999-10-05
JP3844593B2 JP3844593B2 (en) 2006-11-15

Family

ID=14175929

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09684898A Expired - Fee Related JP3844593B2 (en) 1998-03-24 1998-03-24 Anchor bracket for concrete

Country Status (1)

Country Link
JP (1) JP3844593B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220064755A (en) * 2020-11-12 2022-05-19 이현지 Anchor Bolt

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20220064755A (en) * 2020-11-12 2022-05-19 이현지 Anchor Bolt

Also Published As

Publication number Publication date
JP3844593B2 (en) 2006-11-15

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