JPS6039231Y2 - Anchor embedding - Google Patents

Anchor embedding

Info

Publication number
JPS6039231Y2
JPS6039231Y2 JP5889182U JP5889182U JPS6039231Y2 JP S6039231 Y2 JPS6039231 Y2 JP S6039231Y2 JP 5889182 U JP5889182 U JP 5889182U JP 5889182 U JP5889182 U JP 5889182U JP S6039231 Y2 JPS6039231 Y2 JP S6039231Y2
Authority
JP
Japan
Prior art keywords
anchor
diameter
space
pedestal
clamping body
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
JP5889182U
Other languages
Japanese (ja)
Other versions
JPS58160112U (en
Inventor
襄 豊田
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 JP5889182U priority Critical patent/JPS6039231Y2/en
Publication of JPS58160112U publication Critical patent/JPS58160112U/en
Application granted granted Critical
Publication of JPS6039231Y2 publication Critical patent/JPS6039231Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 この考案はアンカ埋込み具に関するものである。[Detailed explanation of the idea] This invention relates to an anchor implant.

従来コンクリート製品を運搬するためにコンクリート製
品に凹部を形威し、この凹部底面にアンカの一端を埋設
し、アンカ頭部を突出させることが行われている。
Conventionally, in order to transport concrete products, a recess is formed in the concrete product, one end of an anchor is buried in the bottom of the recess, and the head of the anchor is made to protrude.

このアンカ頭部にカップラーと呼ばれる吊り金具を引掛
けてコンクリート製品を吊り上げ、吊り下げ゛るもので
ある。
A hanging fitting called a coupler is hooked onto the head of this anchor to lift and suspend the concrete product.

このような方式において必要となるのはコンクリート製
品にアンカを正確に埋込むことである。
What is required in such a system is the precise embedding of the anchor into the concrete product.

すなわちアンカがコンクリート製品中に深く埋込まれて
しまったり、曲って埋込まれるとカップラーをアンカに
引掛けることができなくなり、また所要強度を得ること
ができなくなる。
That is, if the anchor is deeply embedded in the concrete product or embedded crookedly, the coupler cannot be hooked onto the anchor, and the required strength cannot be obtained.

従来はコンクリート製品にアンカを埋め込む場合第6図
に示すごとく型枠fに固定した半球状の埋込み具aに円
柱状の空隙すを形威し、空隙す内に起立したアンカCを
リング状の弾性体dによって支持し、型枠f内にコンク
リートeを流し込みアンカCの一端を埋込んでいた。
Conventionally, when embedding an anchor in a concrete product, as shown in Fig. 6, a cylindrical cavity was formed in a hemispherical embedding tool a fixed to a formwork f, and the anchor C standing up in the cavity was shaped like a ring. It was supported by an elastic body d, and one end of the anchor C was embedded by pouring concrete e into the formwork f.

コンクリートeが硬化した後型枠から外せば埋込み具a
によってコンクリート製品表面に凹部が形成され凹部内
にアンカC頭部が突出することになる。
After the concrete e has hardened, it can be removed from the formwork and the embedded tool a
As a result, a recess is formed on the surface of the concrete product, and the head of the anchor C protrudes into the recess.

このような埋込み具において問題となるのはアンカCを
支持する弾性体dがアンカ頭部を強固に挾持していない
ためアンカCが曲って埋込まれてしまうことである。
A problem with such an embedding tool is that the elastic body d supporting the anchor C does not firmly clamp the anchor head, so that the anchor C is bent and embedded.

またバイブレータによって型枠に高周波振動を与える場
合、弾性体dが浮き上ってしまうという欠点を有してい
る。
Furthermore, when applying high frequency vibration to the formwork using a vibrator, there is a drawback that the elastic body d floats up.

その他ゴム等の弾性部材によって半球状の埋込み具が開
発されているが、このような埋込み具においては型枠外
面においてアンカを支持するためにネジを締付ける作業
が必要となり、型枠底面において作業する場合は型枠全
体を持ち上げて作業者が下から作業をしなくてはならず
、面倒であると共に危険である。
Other hemispherical embedding devices have been developed using elastic materials such as rubber, but these embedding devices require work to tighten screws to support the anchors on the outside of the formwork, which requires work on the bottom of the formwork. In this case, the entire formwork must be lifted up and the worker must work from below, which is both troublesome and dangerous.

この考案にかかるアンカの埋込み具は以上のような欠点
を改善するためになされたものでアンカを正確かつ強固
に起立することが可能で、且つ作業の容易なアンカ埋込
み具を提供することを目的とする。
The anchor embedding device according to this invention was made to improve the above-mentioned drawbacks, and the purpose is to provide an anchor embedding device that can accurately and firmly erect the anchor and is easy to work with. shall be.

次に実施例につき説明する。Next, an example will be explained.

この考案にかかるアンカ埋込み具は挾持体1及び台座2
によって構成する。
The anchor embedding device according to this invention includes a clamping body 1 and a pedestal 2.
Constructed by

挟持体1はゴム、合成樹脂等の弾性部材によって構成し
、アンカ3の頭部を挾持するものである。
The clamping body 1 is made of an elastic member such as rubber or synthetic resin, and clamps the head of the anchor 3.

挾持体1は円形−表面16が地表面17よりも直径が大
きい切頭円錐形状に形成されており、中心線に沿ってふ
たつ割りされて二個の分割体1a、laによって構成さ
れている。
The clamping body 1 is formed into a circular truncated cone shape with a surface 16 having a larger diameter than the ground surface 17, and is divided into two parts along the center line to form two divided bodies 1a and la.

各分割体1aの対向する合せ面には各々中心部に段差状
の陥没部18が凹設されている。
A stepped depression 18 is formed in the center of each opposing mating surface of each divided body 1a.

陥没部18の更に中心には、大径側円形表面16に連続
する少なくとも一部がアンカ3外周よりも大径の断面半
円形の溝状の凹部11が中心線方向に凹設されている。
Further in the center of the recessed portion 18, a groove-shaped recessed portion 11 having a semicircular cross section, at least a portion of which is continuous with the large-diameter side circular surface 16 and has a larger diameter than the outer periphery of the anchor 3, is provided in the center line direction.

凹部11は、アンカ3の首部32の外径と同一の内径を
有する把持部12゜首部32の外径より若干大きい内径
を有する収縮部13、アンカ3の頭部31の外径と同一
の内径を有する当接部14.及びアンカ3の頭31の外
径よりも若干大きい内径を有する収縮部15より威り、
大径側円形表面16より連続して形成されている。
The concave portion 11 has a grip portion 12 having an inner diameter that is the same as the outer diameter of the neck portion 32 of the anchor 3, a constriction portion 13 that has an inner diameter slightly larger than the outer diameter of the neck portion 32, and an inner diameter that is the same as the outer diameter of the head portion 31 of the anchor 3. A contact portion 14. and a contraction part 15 having an inner diameter slightly larger than the outer diameter of the head 31 of the anchor 3,
It is formed continuously from the large diameter side circular surface 16.

台座2はコンクリート製品に凹部を形成し、既述した挾
持体1を収嵌し挾持体1によって挾持したアンカ3を支
持するものである。
The pedestal 2 is formed by forming a recess in the concrete product, fits the aforementioned clamping body 1, and supports the anchor 3 held by the clamping body 1.

台座2は外形が切頭円錐形に形成されており、平行な二
面に貫通する空間部21が形成されている。
The pedestal 2 has a truncated conical outer shape, and has a penetrating space 21 formed on two parallel surfaces.

空間部21は一方側の開口部21aの内径が他方側の開
口部21bの内径よりも大きい切頭円錐形に形成されて
いる。
The space 21 is formed into a truncated conical shape in which the inner diameter of the opening 21a on one side is larger than the inner diameter of the opening 21b on the other side.

台座2の空間部21の内径が小さい方の開口部21内周
には内側に行くにつれて厚さが小さくなるリング状の内
鍔22が形成され、また外周には外側へ行くにつれて厚
さが小さくなる外鍔23が形成されている。
A ring-shaped inner flange 22 is formed on the inner periphery of the opening 21 with the smaller inner diameter of the space 21 of the pedestal 2, and the ring-shaped inner flange 22 is formed on the outer periphery, the thickness becoming smaller as it goes outward. An outer flange 23 is formed.

以上のような挾持体1の中心線に対する外側面の傾斜角
度αと、台座2の内側面の中心線に対する傾斜角度βは
同一である。
The inclination angle α of the outer surface of the clamping body 1 with respect to the center line and the inclination angle β of the inner surface of the pedestal 2 with respect to the center line are the same.

また挟持体1の大径側の円形表面16の外径は台座2の
空間部21の大径側開口部21aの内径よりも若干大き
く、挟持体1の小径側の円形表面17の外径は、台座2
の空間部21の小径側開口部21aの内径よりも若干大
きく形成されている。
Further, the outer diameter of the circular surface 16 on the large diameter side of the holding body 1 is slightly larger than the inner diameter of the large diameter side opening 21a of the space 21 of the pedestal 2, and the outer diameter of the circular surface 17 on the small diameter side of the holding body 1 is , pedestal 2
The inner diameter of the small-diameter opening 21a of the space 21 is slightly larger than the inner diameter of the small-diameter opening 21a.

以上のような構成を有するアンカ埋込み具の使用状態に
つき説明する。
The state of use of the anchor embedding device having the above configuration will be explained.

挾持体1によってアンカ3先端を挾む。The tip of the anchor 3 is held by the holding body 1.

すなわち二個の分割体1a、laの凹部11,11内に
先端を嵌合して両分割体1a、1aによりアンカ3を挾
み込む。
That is, the tip ends are fitted into the recesses 11, 11 of the two divided bodies 1a, 1a, and the anchor 3 is sandwiched between the two divided bodies 1a, 1a.

このとき両分割体1a、laの対向する合せ面には陥没
部18.18が形成されているため、両分割体1a、l
a間が空間が生じている。
At this time, since depressions 18.18 are formed on the opposing mating surfaces of the two divided bodies 1a and la, the two divided bodies 1a and l
There is a space between a.

また収縮部13.15は各々アンカ3の首部329頭部
31より大径であるため、それぞれアンカ3外周に空間
が形成されている。
Moreover, since the constricted parts 13, 15 each have a larger diameter than the neck part 329 and the head part 31 of the anchor 3, a space is formed around the outer periphery of the anchor 3, respectively.

挾持体1を型枠床面4に取付けた台座2の空間部21内
に圧入する。
The clamping body 1 is press-fitted into the space 21 of the pedestal 2 attached to the formwork floor 4.

挾持体1の外側面の傾斜角度αと台座2の内側面の傾斜
角度βは同一であるため、一定長さまでは圧入の必要な
く挟持体1が空間部21内に嵌入できる。
Since the inclination angle α of the outer surface of the clamping body 1 and the inclination angle β of the inner surface of the base 2 are the same, the clamping body 1 can be fitted into the space 21 up to a certain length without the need for press-fitting.

但し挟持体1の円形表面16.17の外径は空間部21
の開口部21a、21bよりも若干大きいため、それ以
上は圧入して外形を収縮させることによって挾持体1全
体を空間部21内に嵌め込むことができる。
However, the outer diameter of the circular surface 16, 17 of the holding body 1 is the space 21.
Since the openings 21a and 21b are slightly larger than the openings 21a and 21b, the entire clamping body 1 can be fitted into the space 21 by press-fitting beyond that and contracting the outer shape.

挾持体1内には陥没部18.18及び収縮部13.15
によって空隙が形成されており、外形が収縮した分だけ
内部の空隙部へ収縮し、アンカ3外周に圧接してアンカ
3が強固に挾持される。
Inside the clamping body 1 there is a recessed part 18.18 and a constricted part 13.15.
A gap is formed by this, and the outer shape contracts into the internal gap by the amount that the outer shape has contracted, and the anchor 3 is firmly clamped by being pressed against the outer periphery of the anchor 3.

また挾持体1外側面は空間部21内局面に圧接して、挾
持体1が強固に空間部21内に固定される。
Further, the outer surface of the clamping body 1 comes into pressure contact with the inner surface of the space 21, so that the clamping body 1 is firmly fixed within the space 21.

従って型枠内にコンクリートを打設しバイブレータによ
り高周波振動を与えてもアンカ3は挾持体1によって強
固に垂直に起立され、また挟持体1が振動によって台座
2の空間部21から浮き上がることもなく、所望の深さ
及び位置に正確にアンカ3を埋込むことが可能となる。
Therefore, even if concrete is poured into the formwork and high-frequency vibration is applied by a vibrator, the anchor 3 will be firmly erected vertically by the clamping body 1, and the clamping body 1 will not be lifted out of the space 21 of the pedestal 2 due to vibration. , it becomes possible to embed the anchor 3 accurately at a desired depth and position.

型枠内から硬化したコンクリート製品を取外せば台座2
によってコンクリート製品表面に凹部が形成され、その
底部に所望の高さだけ頭部が突出したアンカ3が埋込ま
れることになる。
Pedestal 2 can be created by removing the hardened concrete product from within the formwork.
As a result, a recess is formed on the surface of the concrete product, and the anchor 3 whose head protrudes by a desired height is embedded in the bottom of the recess.

台座2には鍔22.23が突出形成されているため、コ
ンクリート製品に形成される凹部と型枠床面4によって
形成されるコンクリート製品表面間にはテーパ部が形成
されるため、コンクリート欠けが生じることなく、丁裁
が良い。
Since the pedestal 2 has flanges 22 and 23 protruding, a tapered part is formed between the concave part formed in the concrete product and the surface of the concrete product formed by the formwork floor 4, so that concrete chipping is prevented. It is well-chosen without being messy.

また既述したように台座2の空間部21は上下に貫通し
ているため、空間部21内にコンクリートが入り込んで
も、容易にコンクリートを除却することができ挟持体1
の嵌入に支障となることがない。
Furthermore, as described above, since the space 21 of the pedestal 2 passes through the space 21 vertically, even if concrete enters the space 21, the concrete can be easily removed.
There is no problem with fitting.

この考案にかかるアンカ埋込み具は以上のような構成を
有し、切頭円錐形状であって、ふたつ割りにされた二個
の分割体より戒り、分割体表面に陥没部と少なくとも一
部がアンカよりも大径の凹部が凹設された挾持体と、切
頭円錐形状の空間部を有する台座より戊り、挟持体外側
面と台座空間部内側面の傾斜角度を同一にし、挟持体外
径を台座空間部内径よりも若干大径にしたため、アンカ
を挾持した挾持体を台座空間部内に圧入すれば、挟持体
が空間部側面に圧接するとともに、内側に形成された空
隙に収縮してアンカに圧接する。
The anchor embedding device according to this invention has the above-mentioned configuration, has a truncated conical shape, has two divided bodies, and has a recessed part and at least a part on the surface of the divided body. A clamping body with a recessed part with a larger diameter than the anchor, and a pedestal having a truncated cone-shaped space, the outer diameter of the clamping body and the inner surface of the pedestal space are made to have the same inclination angle, and the outer diameter of the clamping body is lower than the pedestal. The diameter is made slightly larger than the inner diameter of the space, so when the clamping body holding the anchor is press-fitted into the pedestal space, the clamping body presses against the side surface of the space, contracts into the gap formed inside, and presses against the anchor. do.

従つて挟持体が台座空間内に強固に嵌合されるとともに
、挟持体がアンカを強固に挾持することになり、振動が
加えられても挟持体が台座から外れたり、アンカが倒れ
てしまうようなことがない。
Therefore, the clamping body is firmly fitted into the pedestal space, and the clamping body firmly clamps the anchor, so that even if vibration is applied, the clamping body will not come off the pedestal or the anchor will fall. Never happened.

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

第1図はこの考案にかかるアンカ埋込み具の一実施例の
斜視展開図、第2図は挟持体の一実施例の側面図、第3
図はA−A線断面図、第4図は台座の一部切欠き側面図
、第5図はアンカを起立した状態の縦断面図、第6図は
従来のアンカ埋込み具の使用状態縦断面図である。 1・・・・・・挾持体、la、la・・・・・・分割体
、2・・曲台座、3・・・・・・アンカ、4・・・・・
・型枠床面、11・・曲凹部、12・・・・・・把持部
、13・・・・・・収縮部、14・・・・・・当接部、
15・・・・・・収縮部、16.17・・・・・・円形
表面、21・・・・・・空間部、21a、21b・・・
・・・開口部、31・・・・・・頭部、32・・・・・
・首部。
Fig. 1 is a perspective development view of one embodiment of the anchor embedding device according to this invention, Fig. 2 is a side view of one embodiment of the clamping body, and Fig. 3 is a side view of one embodiment of the clamping body.
The figure is a cross-sectional view taken along the line A-A, Figure 4 is a partially cutaway side view of the pedestal, Figure 5 is a vertical cross-sectional view of the anchor in an upright position, and Figure 6 is a vertical cross-section of a conventional anchor embedding device in use. It is a diagram. 1... Clamp body, la, la... Divided body, 2... Bench pedestal, 3... Anchor, 4...
・Formwork floor surface, 11... curved recess, 12... gripping part, 13... contraction part, 14... contact part,
15... Contraction part, 16.17... Circular surface, 21... Space part, 21a, 21b...
...Opening, 31...Head, 32...
・Neck.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 型枠に固定してアンカを起立し、コンクリート製品にア
ンカを埋め込むアンカ埋込み具において、円形−表面が
他表面よりも直径が大きい切頭円錐形状であって、中心
線に沿ってふたつ割りされて二個の分割体より威り、該
分割体の対向する合せ面の中心部には陥没部が凹設され
、該陥没部の更に中心には大径側円形表面に連続し、少
なくとも一部がアンカ外周よりも大径の断面略半円形の
溝状の凹部が凹設された挾持体と、一方側の開口部の内
径よりも他方側の内径の方が大きい切頭円錐形の貫通す
る空間部を有する台座より構成され、挟持体の外表面の
傾斜角度と台座空間部内側面の傾斜角度を同一にすると
ともに、挟持体の大径側円形表面の外径を台座の空間部
の大径側開口部の内径より、挟持体の小径側円形表面の
外径を台座の空間部の小径側開口部の内径よりも各々若
干大きくしたことを特徴とするアンカ埋込み具。
An anchor embedding device that fixes the anchor to a formwork and erects it, then embeds the anchor in a concrete product, has a circular surface that has a truncated conical shape with a larger diameter than the other surfaces, and is divided into two along the center line. A recessed part is formed in the center of the opposing mating surfaces of the two divided parts, and further in the center of the recessed part, there is a concave part that is continuous with the large-diameter circular surface and at least partially A clamping body with a groove-like recess with a substantially semicircular cross section that has a larger diameter than the outer periphery of the anchor, and a truncated conical space where the inner diameter of the opening on one side is larger than the inner diameter on the other side. The angle of inclination of the outer surface of the holding body is the same as the angle of inclination of the inner surface of the space of the pedestal, and the outer diameter of the circular surface on the large diameter side of the holding body is set to the side of the large diameter side of the space of the pedestal. An anchor embedding device characterized in that the outer diameter of the circular surface on the small diameter side of the holding body is slightly larger than the inner diameter of the opening on the small diameter side of the space of the pedestal.
JP5889182U 1982-04-22 1982-04-22 Anchor embedding Expired JPS6039231Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5889182U JPS6039231Y2 (en) 1982-04-22 1982-04-22 Anchor embedding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5889182U JPS6039231Y2 (en) 1982-04-22 1982-04-22 Anchor embedding

Publications (2)

Publication Number Publication Date
JPS58160112U JPS58160112U (en) 1983-10-25
JPS6039231Y2 true JPS6039231Y2 (en) 1985-11-25

Family

ID=30069244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5889182U Expired JPS6039231Y2 (en) 1982-04-22 1982-04-22 Anchor embedding

Country Status (1)

Country Link
JP (1) JPS6039231Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4667351B2 (en) * 2006-12-13 2011-04-13 松岡コンクリート工業株式会社 Mold structure for concrete block, holder used for mold structure for concrete block, and method for producing concrete block

Also Published As

Publication number Publication date
JPS58160112U (en) 1983-10-25

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