JPS6137846Y2 - - Google Patents

Info

Publication number
JPS6137846Y2
JPS6137846Y2 JP1981113907U JP11390781U JPS6137846Y2 JP S6137846 Y2 JPS6137846 Y2 JP S6137846Y2 JP 1981113907 U JP1981113907 U JP 1981113907U JP 11390781 U JP11390781 U JP 11390781U JP S6137846 Y2 JPS6137846 Y2 JP S6137846Y2
Authority
JP
Japan
Prior art keywords
hole
threaded rod
plug
fitting hole
concrete
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.)
Expired
Application number
JP1981113907U
Other languages
Japanese (ja)
Other versions
JPS5819110U (en
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 filed Critical
Priority to JP11390781U priority Critical patent/JPS5819110U/en
Publication of JPS5819110U publication Critical patent/JPS5819110U/en
Application granted granted Critical
Publication of JPS6137846Y2 publication Critical patent/JPS6137846Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は打込みアンカーボルトの構造改良に
関するものである。
[Detailed description of the invention] This invention relates to structural improvement of a driving anchor bolt.

一般にコンクリート壁に器材を固定する場合に
は、打込み式のアンカーが多く使用されている。
まず、第1〜第3図によつて従来の打込みアンカ
ーボルトを説明する。
Generally, when fixing equipment to a concrete wall, a drive-in anchor is often used.
First, a conventional driving anchor bolt will be explained with reference to FIGS. 1 to 3.

図中、1はコンクリート壁で、1aはこれに設
けられた穴、2は壁1面に配置された器材で、2
aはこれに設けられた貫通孔、3はねじ棒で、3
aはこれの一端部に設けられて端面に開口した嵌
合穴、3bは嵌合穴3aを縦断する方向に、かつ
互いに直交する方向に設けられたスリツト、3c
はねじ棒3の嵌合穴3a側からなる嵌着部、4は
円錐形をなすプラグで、4aはこれの小径端、4
bは大径端、5は平座金、6はばね座金、7はね
じ棒3にねじ込まれたナツト、8は穴1aの底部
と大径端4b面の間に存在するコンクリート粒、
9は穴1aとプラグ4側面との間に存在するコン
クリート粒である。
In the figure, 1 is a concrete wall, 1a is a hole made in it, 2 is equipment placed on one side of the wall, and 2
a is a through hole provided in this, 3 is a threaded rod, 3
3b is a slit provided in a direction that traverses the fitting hole 3a and is orthogonal to each other;
4 is a conical plug, 4a is a small diameter end thereof, 4 is a fitting part formed from the fitting hole 3a side of the threaded rod 3;
b is a large diameter end, 5 is a flat washer, 6 is a spring washer, 7 is a nut screwed into the threaded rod 3, 8 is a concrete grain existing between the bottom of the hole 1a and the surface of the large diameter end 4b,
9 is a concrete grain existing between the hole 1a and the side surface of the plug 4.

すなわち、ねじ棒3は嵌合穴3aに第3図に示
すようにプラグ4が仮嵌合された状態で穴1aに
挿入される。ついで、ねじ棒3の頭部が打撃され
てプラグ4が穴1aの底面に当接しプラグ4は嵌
合穴3aに嵌入され、くさび作用により嵌着部3
cが増径され穴1aに嵌着される。そして、嵌着
されたねじ棒3に貫通孔2aが嵌合され、平座金
5、ばね座金6、ナツト7によつて器材2が壁1
に固定される。
That is, the threaded rod 3 is inserted into the hole 1a with the plug 4 temporarily fitted into the fitting hole 3a as shown in FIG. Then, the head of the threaded rod 3 is struck and the plug 4 comes into contact with the bottom of the hole 1a, and the plug 4 is fitted into the fitting hole 3a, and the fitting part 3 is wedged.
c is increased in diameter and fitted into the hole 1a. Then, the fitted threaded rod 3 is fitted into the through hole 2a, and the equipment 2 is attached to the wall 1 by the flat washer 5, spring washer 6, and nut 7.
Fixed.

しかし、穴1aは、ハンマードリル等を使用し
て穿孔されるための穿設された穴1aにコンクリ
ート粒8,9が残り第3図の状態で推積し、これ
がねじ棒3の打撃時に障害となつてプラグ4の嵌
合孔3aへの嵌入を妨げる。したがつて、嵌着部
3cが充分に増径せず、ねじ棒3の引抜耐力が著
しく低下する不具合があつた。また、粒8により
相対的に穴1aが浅くなり、ねじ棒3の引抜耐力
が低下するとともに、ねじ棒3の壁1面からの突
出量も変化して適正な器材2の固定が阻害される
欠点があつた。さらに壁1の材令が若いこと等に
より穴1aの底面が軟弱な場合には、ねじ棒3の
頭部を打撃してもプラグ4の大径端4bが穴1a
の底面を押し下げてプラグ4が嵌合穴3aに嵌入
される量が少くなつてねじ棒3の引抜耐力が低下
することになる。このように従来の打込み式のア
ンカーボルトは穴1aのコンクリート粒8,9の
除去の状態や、壁1の強度により性能が著しく低
下するという欠点があつた。
However, in the hole 1a, concrete particles 8 and 9 remain in the hole 1a, which was drilled using a hammer drill etc., and accumulate in the state shown in FIG. This prevents the plug 4 from fitting into the fitting hole 3a. Therefore, there was a problem in that the diameter of the fitting portion 3c was not sufficiently increased, and the pulling strength of the threaded rod 3 was significantly reduced. In addition, the grains 8 make the hole 1a relatively shallow, reducing the pull-out strength of the threaded rod 3, and the amount of protrusion of the threaded rod 3 from the wall 1 also changes, impeding proper fixation of the instrument 2. There were flaws. Furthermore, if the bottom surface of the hole 1a is soft due to the fact that the material of the wall 1 is young, etc., even if the head of the threaded rod 3 is hit, the large diameter end 4b of the plug 4 will not reach the hole 1a.
By pushing down the bottom surface of the plug 4, the amount by which the plug 4 is fitted into the fitting hole 3a decreases, and the pull-out strength of the threaded rod 3 decreases. As described above, the conventional drive-in anchor bolt has the disadvantage that its performance is significantly reduced depending on the state of removal of the concrete grains 8 and 9 from the hole 1a and the strength of the wall 1.

この考案は上記の欠点を解消するもので、簡易
な作業によつて安定した強度を得ることができる
打込みアンカーボルトを提供しようとするもので
ある。
This invention solves the above-mentioned drawbacks and aims to provide a driving anchor bolt that can obtain stable strength through simple work.

以下、第4,第5図によつてこの考案の一実施
例を説明する。
An embodiment of this invention will be described below with reference to FIGS. 4 and 5.

図中、第1〜第3図と同符号は相当部分を示
し、4cはプラグ4の大径端4bに形成されてね
じ棒3の外径とほぼ同じ直径を有する台座で、第
5図に示すようにプラグ4の円錐面から張り出し
て設けられる。4dは台座4の底面に設けられた
凹部、8は穴1aと台座4cの底面相互によつて
形成される空間である。
In the figure, the same reference numerals as in FIGS. 1 to 3 indicate corresponding parts, and 4c is a pedestal formed at the large diameter end 4b of the plug 4 and having approximately the same diameter as the outer diameter of the threaded rod 3. As shown, it is provided to protrude from the conical surface of the plug 4. 4d is a recess provided on the bottom surface of the pedestal 4, and 8 is a space formed by the hole 1a and the bottom surface of the pedestal 4c.

すなわち、嵌合穴3aにプラグ4が仮嵌合され
たねじ棒3を穴1aに挿入すると、穴1a内のコ
ンクリート粒は台座4cにより穴1aの底面側へ
押やられるとともに一部は凹部4dに入いり込み
ながら空間8に推積する。そしてねじ棒3の頭部
を打撃すると、プラグ4は嵌合穴3aに嵌入し嵌
着部3cが増径されねじ棒3は穴1aに嵌着され
る。すなわち、プラグ4に台座4cを設けたこと
によりコンクリート粒は穴1aの底面方向へ押し
やられプラグ4側面の空間におけるコンクリート
粒の推積が防止出来る。また台座4cによりプラ
グ4の底面面積が大きくなり面圧が低下するため
ねじ棒3は穴1aの底面が軟弱なコンクリートで
あつてもプラグ4に対する抗圧が得られる。さら
にプラグ4の凹部4dにコンクリート粒の一部が
収納され、台座4c底面とアンカー穴1aの底面
との間隙が小さくなるためねじ棒3の穴1aへの
挿入深さがコンクリート粒のために浅くなつて、
引抜耐力が低下する不具合を解消することができ
る。このようにアンカー穴1aにコンクリート粒
が残つていたり、壁1が軟弱であつても安定した
アンカーボルトの引抜耐力性能が得られ、コンク
リート粒の除去に要する労力も軽減できる。な
お、この実施例ではねじ棒3を水平方向に施工す
る場合を示したが、垂直方向に施工するときであ
つても同様な作用が得られることは明白である。
That is, when the threaded rod 3 with the plug 4 temporarily fitted into the fitting hole 3a is inserted into the hole 1a, the concrete grains in the hole 1a are pushed toward the bottom of the hole 1a by the pedestal 4c, and some of them are pushed into the recess 4d. Estimate to space 8 while entering. When the head of the threaded rod 3 is struck, the plug 4 is fitted into the fitting hole 3a, the diameter of the fitting portion 3c is increased, and the threaded rod 3 is fitted into the hole 1a. That is, by providing the plug 4 with the pedestal 4c, the concrete particles are pushed toward the bottom of the hole 1a, and the accumulation of concrete particles in the space on the side surface of the plug 4 can be prevented. Furthermore, the base 4c increases the bottom surface area of the plug 4 and reduces surface pressure, so that the threaded rod 3 can provide resistance against the plug 4 even if the bottom surface of the hole 1a is made of soft concrete. Furthermore, some of the concrete grains are stored in the recess 4d of the plug 4, and the gap between the bottom of the pedestal 4c and the bottom of the anchor hole 1a becomes smaller, so the insertion depth of the threaded rod 3 into the hole 1a becomes shallower due to the concrete grains. As I get older,
It is possible to eliminate the problem of reduced pull-out strength. In this way, even if concrete grains remain in the anchor hole 1a or the wall 1 is soft, stable anchor bolt pull-out strength performance can be obtained, and the labor required to remove concrete grains can be reduced. Although this embodiment shows the case where the threaded rod 3 is installed horizontally, it is clear that the same effect can be obtained even when the screw rod 3 is installed vertically.

第6図はこの考案の他の実施例を示すもので、
図中、第4,第5図と同符号は相当部分を示し、
3はめねじを持つねじ棒で、4はこれと一体に構
成され小径端4aにおいて嵌合穴3aとわずかな
肉厚で接続したプラグである。
Figure 6 shows another embodiment of this invention.
In the figure, the same symbols as in Figures 4 and 5 indicate corresponding parts,
3 is a threaded rod having a female thread, and 4 is a plug that is integrally formed with this rod and connected to the fitting hole 3a at a small diameter end 4a with a small wall thickness.

すなわち、ねじ棒3が打撃されると小径端4a
がねじ棒3と破断してプラグ4が嵌合穴3aに嵌
入するものである。この実施例においても台座4
c、凹部4dが設けてあるので、詳細な説明を省
略するが第4,第5図の実施例と同様な作用が得
られることは明白である。
That is, when the threaded rod 3 is struck, the small diameter end 4a
The threaded rod 3 is broken and the plug 4 is fitted into the fitting hole 3a. In this embodiment as well, the pedestal 4
c. Since the recessed portion 4d is provided, although detailed explanation will be omitted, it is clear that the same effect as the embodiment shown in FIGS. 4 and 5 can be obtained.

以上説明したとおりこの考案は、ねじ棒の嵌合
穴に嵌入されるプラグの円錐体大径端に円錐面か
ら張り出した台座を設けこれの底面に凹部を設け
たもので、ねじ棒の打撃時に壁の穴のコンクリー
ト粒による不具合や、コンクリートの軟弱さによ
り生じるプラグの嵌入阻害、また、穴が浅くなる
ことを防止してねじ棒をコンクリート壁に立設固
定するとき、アンカーボルトの強度等の性能低下
を生じないようにしたものである。
As explained above, this invention has a pedestal protruding from the conical surface at the large diameter end of the cone of the plug that is fitted into the fitting hole of the threaded rod, and a concave portion is provided on the bottom of the pedestal. When fixing a threaded rod upright on a concrete wall to prevent defects caused by concrete grains in the hole in the wall, inhibition of plug insertion caused by the softness of the concrete, and shallow holes, it is important to consider the strength of the anchor bolt, etc. This is to prevent performance deterioration.

これにより、安定した高性能な打込みアンカー
ボルトが得られ、かつアンカー穴のコンクリート
粒の除去時間を軽減することができて立設作業能
率向上の効果を得るものである。
As a result, a stable and high-performance anchor bolt can be obtained, and the time required to remove concrete grains from the anchor hole can be reduced, thereby improving the efficiency of erection work.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の打込みアンカーボルトの立設状
態を示す断面図、第2図は第1図の嵌着部分を分
解して示す斜視図、第3図は第1図のアンカーボ
ルトをアンカー穴に挿入し嵌着させる直前の状態
を説明した図、第4図はこの考案による打込みア
ンカーボルトの一実施例を示す第2図相当図、第
5図は第4図のアンカーボルトに対応した第3図
相当図、第6図はこの考案による打込みアンカー
ボルトの他の実施例を示す第5図相当図である。 3……ねじ棒、3a……嵌合穴、3b……スリ
ツト、4……プラグ、4a……小径端、4b……
大径端、4c……台座、4d……凹部。なお、図
中同一部分または相当部分は同一符号により示
す。
Figure 1 is a sectional view showing a conventional driving anchor bolt in an upright state, Figure 2 is an exploded perspective view of the fitting part of Figure 1, and Figure 3 shows the anchor bolt in Figure 1 being inserted into the anchor hole. 4 is a diagram corresponding to FIG. 2 showing an embodiment of the driving anchor bolt according to this invention, and FIG. 5 is a diagram corresponding to the anchor bolt of FIG. 4. 3 is a view corresponding to FIG. 3, and FIG. 6 is a view corresponding to FIG. 5 showing another embodiment of the driving anchor bolt according to this invention. 3... Threaded rod, 3a... Fitting hole, 3b... Slit, 4... Plug, 4a... Small diameter end, 4b...
Large diameter end, 4c...pedestal, 4d...recess. In addition, the same parts or corresponding parts in the figures are indicated by the same reference numerals.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一端部の端面に、この端面に開口した嵌合穴が
設けられるとともに上記嵌合穴の周縁部を分割す
べく配置されたスリツトが設けられたねじ棒と、
円錐体およびこの円錐体の大径端に設けられて上
記円錐体の円錐面から張り出して形成され上記ね
じ棒の外径に対応して直径を持ち底面には凹部を
有する台座を有し、小径端部が上記嵌合穴に嵌入
されて上記ねじ棒の嵌合穴側の端部を増径させる
プラグとを備えた打込みアンカーボルト。
a threaded rod having a fitting hole opened in the end face at one end and a slit arranged to divide the peripheral edge of the fitting hole;
a conical body, and a pedestal provided at the large diameter end of the conical body, extending from the conical surface of the conical body, having a diameter corresponding to the outer diameter of the threaded rod, and having a concave portion on the bottom surface; and a plug whose end is fitted into the fitting hole to increase the diameter of the end of the threaded rod on the fitting hole side.
JP11390781U 1981-07-31 1981-07-31 Driving anchor bolt Granted JPS5819110U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11390781U JPS5819110U (en) 1981-07-31 1981-07-31 Driving anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11390781U JPS5819110U (en) 1981-07-31 1981-07-31 Driving anchor bolt

Publications (2)

Publication Number Publication Date
JPS5819110U JPS5819110U (en) 1983-02-05
JPS6137846Y2 true JPS6137846Y2 (en) 1986-11-01

Family

ID=29908195

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11390781U Granted JPS5819110U (en) 1981-07-31 1981-07-31 Driving anchor bolt

Country Status (1)

Country Link
JP (1) JPS5819110U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60179388A (en) * 1984-02-28 1985-09-13 Taiseimaru Kaiun Kk Refrigerating hold usable as oil tank
JP6076385B2 (en) * 2015-01-14 2017-02-08 矢崎総業株式会社 Wire cover

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518449A (en) * 1974-07-08 1976-01-23 Koyo Fuasunaa Kk TEIKE TSUGU
JPS589402B2 (en) * 1973-06-27 1983-02-21 セイコーエプソン株式会社 EXIYO HIYOJIDOKEI

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589402U (en) * 1981-07-10 1983-01-21 岡部株式会社 Drive-in anchor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589402B2 (en) * 1973-06-27 1983-02-21 セイコーエプソン株式会社 EXIYO HIYOJIDOKEI
JPS518449A (en) * 1974-07-08 1976-01-23 Koyo Fuasunaa Kk TEIKE TSUGU

Also Published As

Publication number Publication date
JPS5819110U (en) 1983-02-05

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