JP4362855B2 - Structure of nailing part of concrete embedded member - Google Patents

Structure of nailing part of concrete embedded member Download PDF

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JP4362855B2
JP4362855B2 JP2008053349A JP2008053349A JP4362855B2 JP 4362855 B2 JP4362855 B2 JP 4362855B2 JP 2008053349 A JP2008053349 A JP 2008053349A JP 2008053349 A JP2008053349 A JP 2008053349A JP 4362855 B2 JP4362855 B2 JP 4362855B2
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nail
concrete
head
shaft
back side
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JP2008167653A (en
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和行 早川
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Mirai Kogyo KK
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Description

本発明は、コンクリート壁内に埋設して使用される配線ボックス、電線管端末保護具等のコンクリート埋設用部材を、コンクリート打設用の型枠材へ固定するための釘打ち込み部の構造に関する。   The present invention relates to a structure of a nail driving portion for fixing a concrete burying member, such as a wiring box and a conduit end protector, embedded in a concrete wall to a formwork material for concrete placement.

本発明者は、コンクリート埋設用部材をコンクリート打設用の型枠材に固定するための釘打ち込み部の構造として、挿通された釘頭を係止し、且つこの釘頭を軸方向に沿って釘軸の略半周を支持する支持部と、支持部の対向側に釘頭及び釘軸が通過可能な釘軸の軸方向に沿った釘抜き部とを備えたことを特徴とする構造について提案した(特許文献1参照)。   As a structure of a nail driving portion for fixing a concrete burying member to a formwork material for placing concrete, the present inventor locks the inserted nail head and extends the nail head along the axial direction. Proposed a structure characterized by comprising a support part that supports a substantially half circumference of the nail shaft and a nail head and a nail extraction part along the axial direction of the nail shaft through which the nail shaft can pass on the opposite side of the support part. (See Patent Document 1).

この釘打ち込み部の構造によれば、コンクリート壁面より突出した釘軸の先端部をペンチ等で挟んで、あるいはハンマー等で叩いて釘抜け部の方向へ移行させれば、釘頭及び釘軸は釘抜け部を通って支持部から離れ、その後、釘軸の先端部を下方へ引けばコンクリート埋設部材から取り除くことができる。   According to the structure of the nail driving portion, if the tip of the nail shaft protruding from the concrete wall is sandwiched with pliers or the like, or moved with a hammer or the like in the direction of the nail removal portion, the nail head and nail shaft are It can be removed from the concrete burying member by leaving the nail shaft away from the support portion and then pulling the tip of the nail shaft downward.

しかし、この構造の場合、釘支持部のすぐ近傍に釘抜け部を形成するための大きな段差を設ける必要があるので、ハンマー等が段差と接触して釘を打ち込みづらいという問題点があった。   However, in the case of this structure, since it is necessary to provide a large step for forming the nail omission portion in the immediate vicinity of the nail support portion, there is a problem that it is difficult for the hammer or the like to come into contact with the step and drive the nail.

このような問題点を解決する手段として、内部が空間状の開口部を有するケース体の開口側外周部に仮付け用の突出部を備えているとともに、同突出部に釘の通される貫通孔が底面側に向けて設けられ、かつ貫通孔の入り口側の部分が薄膜で塞がれている構造のものがあった(特許文献2参照)。   As a means for solving such a problem, a protrusion for temporary attachment is provided on the opening side outer periphery of the case body having a space-like opening inside, and a penetration through which a nail is passed through the protrusion There has been a structure in which a hole is provided toward the bottom surface side, and a portion on the entrance side of the through hole is closed with a thin film (see Patent Document 2).

この釘打ち込み部の構造によれば、取り付けに使用した釘は、型枠材を取り外した後に前記貫通孔から突出する釘の先端を工具等で把持し、釘頭で薄膜を破って釘を除去することができるため、釘頭を側方に抜くための釘抜け部を釘打ち込み部の近傍に設ける必要がないので、ハンマー等の打ち込みを邪魔することはない。   According to the structure of this nail driving portion, the nail used for attachment is removed by removing the formwork material, holding the tip of the nail protruding from the through hole with a tool, etc., and tearing the thin film with the nail head to remove the nail Therefore, it is not necessary to provide a nail removal part for pulling out the nail head in the vicinity of the nail driving part, so that the driving of a hammer or the like is not disturbed.

しかしながら、この従来例のように、貫通孔の入り口部分を薄膜で塞ぐという手段を採用すると、釘をハンマー等で打ち込むときに、釘頭によって薄膜を破り釘頭が薄膜内に埋没してしまうといった問題点があった。時には釘を打ち込みすぎて裏側に釘が抜けてしまい型枠材を全く固定することができない場合さえ発生した。   However, if the means for closing the entrance portion of the through hole with a thin film as in this conventional example is adopted, when the nail is driven with a hammer or the like, the thin film is broken by the nail head and the nail head is buried in the thin film. There was a problem. Occasionally, there were cases where nails were driven too far and the nail fell out on the back side, making it impossible to fix the formwork.

実公昭63−16773号公報Japanese Utility Model Publication No. 63-16773 実公平6−26023号公報(第2頁、第2図)Japanese Utility Model Publication No. 6-26023 (page 2, Fig. 2)

そこで、本発明は以上のような問題を解決するためになされたものであり、本発明が解決しようとする課題は、ハンマー等の工具が本体部と接触することを気にすることなく、確実かつ容易に釘を打ち付けることができるとともに、釘の埋没を気にすることなく打ち込むことができるコンクリート埋設部材の釘打ち込み部の構造を提供することにある。   Therefore, the present invention has been made to solve the above-described problems, and the problem to be solved by the present invention is to ensure that a tool such as a hammer does not come into contact with the main body, without worrying about it. Another object of the present invention is to provide a structure of a nail driving portion of a concrete burying member that can be driven easily and can be driven without worrying about burying of the nail.

以上のような問題点を解決するために請求項1に記載した発明が採った手段は、コンクリート壁60内に埋設されるコンクリート埋設部材50をコンクリート打設用の型枠材70へ固定するために、コンクリート埋設部材50に設けられた釘打ち込み部の構造であって、コンクリート埋設部材50の本体部10から隣接して形成された延設部16と、上方から釘が打ち込み可能であるとともに、前記打ち込まれた釘の頭部31を支持する釘支持部11と、前記釘支持部11を、前記釘の頭部31の高さと略同一の高さ分だけ前記延設部20より低く形成すべく、該延設部16と釘支持部11との間に設けられる段差12と、を備え、前記釘支持部11に打ち込まれた釘30を除去するため、前記段差12には、該釘の頭部31を延設部16裏側に移動可能とする釘頭通過部14が設けられ、前記釘支持部11には、前記釘の頭部31の移動とともに、釘の軸部32を延設部16又は釘支持部11裏側に移動可能とする釘軸通過部14が設けられることを特徴とするコンクリート埋設部材50の釘打ち込み部の構造、とするものである。   In order to solve the above problems, the means taken by the invention described in claim 1 is to fix the concrete burying member 50 embedded in the concrete wall 60 to the formwork material 70 for placing concrete. Further, the structure of the nail driving portion provided in the concrete burying member 50, the extending portion 16 formed adjacent to the main body portion 10 of the concrete burying member 50, and the nail can be driven from above, The nail support portion 11 that supports the head portion 31 of the nail that has been driven in, and the nail support portion 11 are formed lower than the extension portion 20 by a height substantially equal to the height of the head portion 31 of the nail. Accordingly, a step 12 provided between the extending portion 16 and the nail support portion 11 is provided. In order to remove the nail 30 driven into the nail support portion 11, the step 12 is provided with a step of the nail. Head 31 is behind extension 16 The nail head passage portion 14 is provided so as to be movable, and the nail shaft portion 32 is moved to the extended portion 16 or the back side of the nail support portion 11 along with the movement of the head portion 31 of the nail. The structure of the nail driving portion of the concrete embedding member 50 is characterized in that the nail shaft passage portion 14 is provided.

請求項2に記載の発明が採った手段は、釘30全体を釘頭通過部13へ平行に移動することにより、釘の頭部31及び釘の軸部32を裏側に通過できるように形成されていることを特徴とする請求項1に記載のコンクリート埋設部材50の釘打ち込み部の構造、とするものである。   The means taken by the invention according to claim 2 is formed so that the entire nail 30 can be moved in parallel to the nail head passage portion 13 so that the nail head portion 31 and the nail shaft portion 32 can be passed to the back side. The structure of the nail driving portion of the concrete embedding member 50 according to claim 1, wherein the structure is a nailing portion.

請求項3に記載の発明が採った手段は、釘の軸部32を支点にして釘の頭部31を回動することにより、釘の頭部31及び釘の軸部32を裏側に通過できるように形成されていることを特徴とする請求項1又は2に記載のコンクリート埋設部材50の釘打ち込み部の構造、とするものである。   According to the third aspect of the present invention, the nail head portion 31 and the nail shaft portion 32 can pass through the back side by rotating the nail head portion 31 with the nail shaft portion 32 as a fulcrum. The structure of the nail driving portion of the concrete embedding member 50 according to claim 1 or 2, wherein the structure is formed as described above.

請求項4に記載の発明が採った手段は、釘30を回動させるときに、釘の軸部32を支持するための軸支部17を備えていることを特徴とする請求項3に記載のコンクリート埋設部材50の釘打ち込み部の構造、とするものである。   The means adopted by the invention according to claim 4 is provided with a shaft support portion 17 for supporting the shaft portion 32 of the nail when the nail 30 is rotated. The structure of the nail driving portion of the concrete burying member 50 is used.

請求項5に記載の発明が採った手段は、本体部10の裏側に打設コンクリートが流入しないようにコンクリート埋設部材50の裏側で、かつ釘支持部11と本体部10との間に仕切18が設けられていることを特徴とする請求項1から4のいずれか1項に記載のコンクリート埋設部材50の釘打ち込み部の構造、とするものである。   The means adopted by the invention according to claim 5 is the partition 18 on the back side of the concrete embedding member 50 and between the nail support portion 11 and the main body portion 10 so that the cast concrete does not flow into the back side of the main body portion 10. The structure of the nail driving portion of the concrete burying member 50 according to any one of claims 1 to 4, wherein the structure is provided.

請求項6に記載の発明が採った手段は、釘頭通過部13又は/及び釘軸通過部14には、薄膜19が形成されていることを特徴とする請求項1から5の何れか1項に記載のコンクリート埋設部材50の釘打ち込み部の構造、とするものである。   The means adopted by the invention of claim 6 is characterized in that a thin film 19 is formed in the nail head passage portion 13 and / or the nail shaft passage portion 14. The structure of the nail driving portion of the concrete embedding member 50 described in the above section.

以上のように、本発明の請求項1記載のコンクリート埋設部材の釘打ち込み部の構造によれば、釘支持部が前記釘の頭部の高さと略同一の高さ分だけ前記本体部より低く形成されているので、コンクリート埋設部材を型枠材に釘で固定するときに、本体部がハンマー等と干渉して、釘打ちを妨げられることなく容易かつ迅速に釘打ちをすることができる。また、釘頭通過部を釘支持部の側方に設けることによって、釘の除去を確保するとともに釘の打たれる場所で釘の頭部を確実に支持できるようになる。さらに、本体部の端部に延設部をさらに設けてあるので、釘打ちに最適な高さ及び大きさで釘支持部を設けることができる。   As described above, according to the structure of the nail driving portion of the concrete embedding member according to claim 1 of the present invention, the nail support portion is lower than the main body portion by substantially the same height as the head height of the nail. Thus, when the concrete burying member is fixed to the formwork member with a nail, the main body part can interfere with a hammer or the like, and can be easily and quickly nailed without being hindered. Further, by providing the nail head passage part on the side of the nail support part, it is possible to ensure the removal of the nail and to reliably support the head of the nail at the place where the nail is struck. Furthermore, since the extending part is further provided at the end of the main body part, the nail support part can be provided with the optimum height and size for nailing.

さらに、請求項2に記載の発明によれば、釘を平行に移動することで容易に釘を除去することができ、請求項3に記載の発明によれば、釘を回動させて釘を除去することができる。さらに、請求項3及び請求項4の双方を兼ね備えた発明にすれば、いずれの方法によっても釘を除去することができるので、コンクリート埋設部材の配置された場所によって適宜使い分けることにより容易に釘の除去作業が行える。さらに、請求項4に記載の発明によれば、釘の軸部を支点にして回動することができるので弱い力で釘を除去することができるようになる。   Furthermore, according to the invention described in claim 2, the nail can be easily removed by moving the nail in parallel. According to the invention described in claim 3, the nail is rotated to remove the nail. Can be removed. Further, according to the invention having both the third and fourth aspects, the nail can be removed by any of the methods. Therefore, the nail can be easily removed by appropriately using depending on the place where the concrete burying member is arranged. Removal work can be performed. Further, according to the fourth aspect of the present invention, the nail can be rotated with the shaft portion of the nail as a fulcrum, so that the nail can be removed with a weak force.

さらに、請求項5に記載の発明によれば、釘頭通過部又は釘軸通過部から生コンクリートが流入しても、この仕切によりコンクリートが本体部に流入するのを防止することができる。さらに、請求項6に記載の発明によれば、釘頭通過部又は釘軸通過部に薄膜を形成することにより、この薄膜によってコンクリートの流入を防止することができる。   Furthermore, according to the fifth aspect of the present invention, even when ready concrete flows in from the nail head passage portion or the nail shaft passage portion, the partition can prevent the concrete from flowing into the main body portion. Furthermore, according to the sixth aspect of the invention, by forming a thin film at the nail head passage portion or the nail shaft passage portion, the inflow of concrete can be prevented by this thin film.

さらに、請求項7に記載の発明によれば、請求項1と同様の作用効果を有したコンクリート配設部材を提供することができる。   Furthermore, according to the seventh aspect of the present invention, a concrete disposing member having the same effect as that of the first aspect can be provided.

本発明の釘打ち込み部が設けられるコンクリート埋設部材とは、本体の一部を露出させつつコンクリート壁面や天井等に埋設されるものをいう。したがって、本体の一部をコンクリート表面に露出して配設されるものであれば、その使用目的、使用方法等については限定するものではない。また、例えば、開口部を有するカバー部材に電線管やコネクター等の配線を挿入して使用される配線ボックス、埋設用電線管の端末保護に使用される電線管端末保護具、吊りボルトを固定するのに使用されるインサート等が考えられる。なお、本体の一部が露出しつつ配設されるとしたのは、本コンクリート埋設部材の取り付け方法から結果的にコンクリート表面に露出して配設されるからである。従って、特にコンクリート埋設部材が表面に露出されることによって種々の作用を有することは必要とされるわけではない。よって、コンクリート埋設部材は、如上した配線ボックス等を取り付けるための中間部材等であってもかまわない。   The concrete embedding member provided with the nail driving portion of the present invention refers to a member embedded in a concrete wall surface, ceiling or the like while exposing a part of the main body. Therefore, as long as a part of the main body is disposed so as to be exposed on the concrete surface, the purpose and method of use thereof are not limited. In addition, for example, a wiring box used by inserting a wire such as a conduit or a connector into a cover member having an opening, a conduit end protector used for protecting a terminal of a buried conduit, and a suspension bolt are fixed. An insert or the like that is used for this purpose is conceivable. The reason why the main body is disposed while being partly exposed is that, as a result of the method for attaching the concrete embedding member, the main body is exposed and disposed on the concrete surface. Therefore, it is not necessary that the concrete burying member has various functions by being exposed to the surface. Therefore, the concrete burying member may be an intermediate member or the like for attaching the above wiring box or the like.

以上のコンクリート埋設部材は、型枠材に釘で仮付けされた後、型枠材内に生コンクリートが打設され、コンクリートが硬化した後に型枠材が取り外されてコンクリート壁内に設置される。このとき型枠材を固定するのに使用した釘がコンクリート埋設部材に残されているので、コンクリート埋設部材の裏側から釘が除去されて完成する。本発明は、このようなコンクリート埋設部材を型枠材に釘で固定し、かつ固定した釘を除去するための釘打ち込み部の構造及びこの構造を有しているコンクリート埋設部材を提供するものである。なお、本明細書において、コンクリート埋設部材の「表側」とは、釘を打ち込む側をいい、「裏側」とは、釘を引き抜く側をいう。   The above concrete-embedded members are temporarily attached to the formwork with nails, and then the ready-mixed concrete is placed in the formwork, and after the concrete has hardened, the formwork is removed and installed in the concrete wall. . At this time, since the nail used to fix the formwork material is left on the concrete burying member, the nail is removed from the back side of the concrete burying member to complete. The present invention provides a structure of a nail driving portion for fixing such a concrete burying member to a formwork member with a nail, and removing the fixed nail, and a concrete burying member having this structure. is there. In the present specification, the “front side” of the concrete burying member refers to the side into which the nail is driven, and the “back side” refers to the side from which the nail is pulled out.

本発明の釘打ち込み部の構造は、コンクリート埋設部材を介して型枠材に釘を打ち込むことができるように、本体部に隣接して釘支持部が設けられている。釘支持部は、釘を打ち込み可能であるとともに、釘の頭部を確実に上面で係止できるように設けられる。釘の頭部を支持するための構成としては、釘が打ち込まれる孔の周囲が破れたり、へこんだりしないように釘孔の周囲の板厚を厚く設けたり、又は裏側にリブを設けて釘孔の周囲を補強したりする等の構成が考えられるが、これらに限定されるものではない。このような構成を採用したのは、ハンマー等で釘を打ち込んだときに釘の頭部が裏側に埋没することを防止するためである。   In the structure of the nail driving portion of the present invention, a nail support portion is provided adjacent to the main body portion so that the nail can be driven into the formwork material via the concrete burying member. The nail support part is provided so that the nail can be driven and the head of the nail can be securely locked on the upper surface. As a configuration for supporting the head of the nail, the nail hole is thickened so that the periphery of the hole into which the nail is driven is not torn or dented, or a rib is provided on the back side to provide a nail hole. Although the structure which reinforces the circumference | surroundings, etc. can be considered, it is not limited to these. The reason for adopting such a configuration is to prevent the head of the nail from being buried in the back side when the nail is driven with a hammer or the like.

また、釘支持部は、隣接する本体部より打ち込まれる釘の頭部の高さと略同一の高さだけ低い位置に設けられている。これは釘支持部が本体部に隣接して設けられているので、高さに大きな差を設けるとハンマー等で釘を打ち込むときに、本体部とハンマーが干渉して釘を打ち込みづらくなるからである。そこで、本体部と釘支持部との高さの差を釘の頭部と略同一の高さに形成して、ハンマー等で打ち込むときに本体部が邪魔にならないようにしたものである。   Further, the nail support portion is provided at a position lower than the height of the head portion of the nail driven from the adjacent main body portion by the same height. This is because the nail support part is provided adjacent to the main body part, and if a large difference is made in height, it will be difficult to drive the nail when the nail is driven with a hammer or the like due to interference between the main body part and the hammer. is there. Therefore, the difference in height between the main body and the nail support is formed to be substantially the same as the head of the nail so that the main body does not get in the way when driven with a hammer or the like.

一方、釘支持部が一段低く設けられていることから、本体部と釘支持部との間で段差が形成されることになる。この段差には釘の頭部を本体部の裏側に通過することができる釘頭通過部が設けられている。段差に釘頭通過部を設けたのは、支持部は釘の頭部を確実に支持できるように設けてあるので、釘の頭部を直接支持部裏側へ抜くことができない。そこで段差の側面を利用して側方方向に釘が引き抜けるようにするためである。この釘頭通過部の形状は、釘の頭部が通過可能であれば、その大きさ、形状等は特に限定するものではない。   On the other hand, since the nail support part is provided one step lower, a step is formed between the main body part and the nail support part. The step is provided with a nail head passage portion through which the head of the nail can pass to the back side of the main body. The nail head passage portion is provided at the level difference because the support portion is provided so as to reliably support the head portion of the nail, and thus the head portion of the nail cannot be directly pulled out to the back side of the support portion. This is because the nail is pulled out in the lateral direction using the side surface of the step. The shape, shape, etc. of the nail head passage portion are not particularly limited as long as the nail head portion can pass therethrough.

一方、釘の頭部を釘頭通過部まで移動させるときに、釘の軸部も移動するので、釘の軸部の移動を確保するために釘支持部と釘頭通過部までの間に釘軸通過部が設けられている。この釘軸通過部は、釘の軸部が通過できるように釘の軸部の幅と同じ幅もしくは広く設けられるが、釘の頭部は裏面側に引き抜くことができないように釘の頭部よりは狭く形成することが望ましい。なお、この釘頭通過部及び釘軸通過部には、裏側から工具を使って釘を移動させることによって破くことができる程度の薄膜を形成してもよい。このような薄膜を形成しておけば、コンクリート埋設部材を型枠材に固定した後、生コンクリートを打設するときに、釘頭通過部及び釘軸通過部から生コンクリートが内部に侵入することを防止することができる。また、コンクリート埋設部材の裏側で、かつ釘支持部と本体部との間に仕切を設けておけば、もし釘頭通過部や釘軸通過部から生コンクリートが流入しても、仕切によって本体部内にまで生コンクリートが流入することは防止することができる。   On the other hand, when the nail head is moved to the nail head passage portion, the nail shaft portion also moves. Therefore, in order to secure the movement of the nail shaft portion, the nail is placed between the nail support portion and the nail head passage portion. A shaft passing portion is provided. The nail shaft passing portion is provided to have the same width as or wider than the nail shaft portion so that the nail shaft portion can pass through, but the nail head portion cannot be pulled out to the back side. Is preferably formed narrow. A thin film that can be broken by moving the nail from the back side using a tool may be formed on the nail head passage portion and the nail shaft passage portion. If such a thin film is formed, the ready-mixed concrete will enter the interior from the nail head passing part and the nail shaft passing part when placing the ready-mixed concrete after fixing the concrete burying member to the formwork material. Can be prevented. In addition, if a partition is provided on the back side of the concrete embedded member and between the nail support part and the main body part, even if ready concrete flows in from the nail head passage part or the nail shaft passage part, It is possible to prevent the ready-mixed concrete from flowing in.

ところで、本明細書で使用されている「釘の頭部の高さと略同一の高さ」とは、これまで説明したように「段差に設けられた釘頭通過部から釘の頭部を本体部の裏側に通過することができるように、釘頭通過部を設けられるように釘の頭部より若干高く形成されているとともに、釘の頭部より若干高く段差が形成されつつも、ハンマー等の工具を用いて打ち込んだときに釘を十分に打ち込むことができる高さ」をいう。よって、本体部によって多少邪魔がされつつもハンマー等に釘を十分に打ち込むことができる程度の高さに形成されてあれば、本発明の「釘の頭部の高さと略同一の高さ」に含まれる。勿論、釘をより打ち込みやすくするためには、釘の頭部の高さとほぼ同様の高さに形成するとよい。ただし、段差を低く形成すればするほど、本体部を形成する部材の厚みによって段差が大きくなるので、このような場合には、隣接する本体部の支持部近傍の上面を削ることによって段差を低く形成することもできるし、また本体部の部材自体を削って釘頭通過部を形成してもよい。このとき本体部に設けられる釘頭通過部の形状は特に限定するものではない。   By the way, as used herein, “the height substantially the same as the height of the nail head” means that “the nail head from the nail head passage portion provided in the step is the main body as described above. While being formed slightly higher than the head of the nail so that a nail head passing portion can be provided so that it can pass to the back side of the portion, a step or the like is formed slightly higher than the head of the nail, but a hammer or the like "Height that can be driven in enough with the nail tool." Therefore, if it is formed to a height that allows the nail to be sufficiently driven into a hammer or the like while being somewhat disturbed by the main body, it is “the height substantially the same as the height of the head of the nail” of the present invention. include. Of course, in order to make it easier to drive the nail, it is preferable to form the nail at a height substantially the same as the height of the head of the nail. However, the lower the step, the larger the step depending on the thickness of the member forming the main body.In such a case, the step is reduced by scraping the upper surface in the vicinity of the support portion of the adjacent main body. The nail head passage portion may be formed by scraping the member of the main body portion itself. At this time, the shape of the nail head passage provided in the main body is not particularly limited.

このようにして構成された釘打ち込み部の構造によれば、型枠材が取り去られた後、コンクリート埋設部材の裏側に飛び出している釘の先端を把持して釘の頭部は釘頭通過部を通して、釘の軸部は釘軸通過部を通すことにより、裏側に釘を取り去ることができる。このときの除去方法としては、釘全体を釘頭通過部へ平行に移動して裏側に除去してもよいし、釘の軸部の任意の点を支点にして釘の頭部を回動させて裏側に除去してもよい。このときに、釘を回動しやすくするために、釘の軸部を支持できるように軸支部を裏側に設けるとよい。   According to the structure of the nail driving portion configured in this way, after the mold material is removed, the nail head passes through the nail head by grasping the tip of the nail protruding to the back side of the concrete burying member. The nail shaft can be removed from the back side by passing the nail shaft passing portion through the portion. As a removal method at this time, the entire nail may be moved in parallel to the nail head passage and removed on the back side, or the nail head may be rotated with an arbitrary point of the nail shaft as a fulcrum. It may be removed on the back side. At this time, in order to facilitate the rotation of the nail, it is preferable to provide a shaft support portion on the back side so that the shaft portion of the nail can be supported.

また、本体部から延設部を形成してこの延設部に設けられている。すなわち、延設部に釘が打ち込み可能であるとともに、この釘の頭部を支持できる釘支持部を形成し、この釘支持部を釘の頭部の高さと略同一の高さ分だけ前記延設部より低く形成する。そして、延設部と釘支持部との間に段差を形成し、この段差に釘頭通過部を、釘頭通過部と釘支持部との間に釘軸通過部が形成される。   Further, an extended portion is formed from the main body portion and is provided in the extended portion. That is, a nail can be driven into the extended portion, and a nail support portion that can support the head portion of the nail is formed, and the nail support portion is extended by the same height as the height of the nail head portion. It is formed lower than the installation part. A step is formed between the extended portion and the nail support portion, a nail head passage portion is formed at the step, and a nail shaft passage portion is formed between the nail head passage portion and the nail support portion.

さて、以上のように構成された本発明の好適な実施例について、図面に沿って説明する。尚、図1から図9は、本発明の参考例を示す。図10、及び図11は、本発明の実施例1を示し、図12、及び図13は、本発明の実施例2を示す。   Now, a preferred embodiment of the present invention configured as described above will be described with reference to the drawings. 1 to 9 show reference examples of the present invention. 10 and 11 show a first embodiment of the present invention, and FIGS. 12 and 13 show a second embodiment of the present invention.

(参考例)
図1から図9は、本発明の参考例を示す。図1は参考例の釘打ち込み部の構造を有するコンクリート埋設部材50の斜視図である。図2は図1のコンクリート埋設部材の裏面を表す斜視図である(コネクターは省略してある)。図3は、コンクリート埋設部材50を仮型枠70に釘30で固定した状態を示すA−A断面図である。
(Reference example)
1 to 9 show a reference example of the present invention. FIG. 1 is a perspective view of a concrete embedding member 50 having a structure of a nail driving portion of a reference example. FIG. 2 is a perspective view showing the back surface of the concrete burying member in FIG. 1 (connectors are omitted). FIG. 3 is a cross-sectional view taken along line AA, showing a state in which the concrete burying member 50 is fixed to the temporary form frame 70 with the nail 30.

参考例においては、コンクリート埋設部材50として、裏側が開口され、内部が中空のカバー状に形成されたCD管やPF管を取り付ける管接続用カバーを用いている。このコンクリート埋設部材50は、CD管やPF管を取り付けることができるようにコネクターが取り付け自在に形成されている。コネクターとカバーとの両方に螺刻されていて、このコネクターはロックナットを用いることなく、ねじ込むだけで取り付けられる(図示しない)。勿論、コンクリート埋設部材はこれらに限定するものではない。   In the reference example, as the concrete embedding member 50, a pipe connection cover for attaching a CD tube or a PF tube having a back side opened and a hollow inside is used. The concrete burying member 50 is formed so that a connector can be attached so that a CD pipe or a PF pipe can be attached. Screwed into both the connector and the cover, this connector is attached by screwing (not shown) without using a lock nut. Of course, the concrete burying member is not limited to these.

参考例における釘打ち込み部の構造は、コンクリート埋設部材50の両端部に設けられている。コンクリート埋設部材50の両端には、コネクター等の取り付け機能を有する本体部10に隣接して釘支持部11が設けられていて、釘支持部11はその内側にある本体部10より一段低く形成されている。そして、本体部10と釘支持部11が設けられる面11aとの間に段差12が形成されている。段差12の高さは、使用される釘の頭部31の高さと略同一の高さに設けられる。この高さは使用される釘の頭部31の高さによって適宜選択して設計される。   The structure of the nail driving portion in the reference example is provided at both ends of the concrete burying member 50. At both ends of the concrete embedding member 50, a nail support portion 11 is provided adjacent to the main body portion 10 having a mounting function such as a connector, and the nail support portion 11 is formed one step lower than the main body portion 10 inside thereof. ing. A step 12 is formed between the main body 10 and the surface 11a on which the nail support 11 is provided. The height of the step 12 is provided at substantially the same height as the head 31 of the nail used. This height is appropriately selected and designed according to the height of the head 31 of the nail used.

釘支持部11は、釘の軸部32の軸径とほぼ同様の大きさの釘孔11bと、釘孔11bに釘30を打ち込んだときに釘の頭部31を支持できる釘孔11bの周囲の平面11aによって形成されている。さらに、参考例においては、釘の頭部31を確実に支持できるように孔周囲の裏面にはリブ20が設けられている。このリブ20のうち釘孔11bの裏面の部分は、釘の軸部32と同様の形状の円形部を有していて(20a参照)、釘30が打ち込まれる方向を案内する。また打ち込まれた釘の軸部32が不用意に移動しないようにリブ20の中腹にはわずかな移動防止突起20bが設けられている。このようにリブ20は釘30を保持する役割と釘30を除去するときに釘の軸部32移動を案内する役割を果たしている。なお、コンクリート埋設部材50の裏側のうち、釘30を除去するときに釘の軸部32を移動させる方向は、釘の移動を確保するために開放して形成されている(図2の20cの部分参照)。   The nail support portion 11 includes a nail hole 11b having a size substantially the same as the shaft diameter of the nail shaft portion 32, and a periphery of the nail hole 11b that can support the head portion 31 of the nail when the nail 30 is driven into the nail hole 11b. The flat surface 11a. Furthermore, in the reference example, the rib 20 is provided on the back surface around the hole so that the head 31 of the nail can be reliably supported. A portion of the rib 20 on the back surface of the nail hole 11b has a circular portion having the same shape as the shaft portion 32 of the nail (see 20a), and guides the direction in which the nail 30 is driven. Further, a slight movement prevention protrusion 20b is provided on the middle of the rib 20 so that the shaft portion 32 of the driven nail does not move carelessly. In this manner, the rib 20 plays a role of holding the nail 30 and guiding the movement of the nail shaft 32 when the nail 30 is removed. In addition, the direction which moves the axial part 32 of a nail when removing the nail 30 among the back sides of the concrete embedding member 50 is formed in order to ensure the movement of the nail (see 20c in FIG. 2). Part reference).

一方、釘支持部11が設けられる面11aには、段差12に向かって釘の軸部32が通過できるように釘軸通過部14が設けられている。釘軸通過部14は、釘の軸部32の幅とほぼ同様の幅の開口溝からなり、その表面には釘の軸部32で容易に破ける程度の薄膜19が設けられている。釘軸通過部14は、釘の軸部32は通過可能であるが、釘の頭部31は通過できないような幅の開口溝で形成されている。   On the other hand, a nail shaft passage portion 14 is provided on the surface 11 a on which the nail support portion 11 is provided so that the nail shaft portion 32 can pass toward the step 12. The nail shaft passage portion 14 is formed by an opening groove having a width substantially the same as the width of the nail shaft portion 32, and a thin film 19 that can be easily broken by the nail shaft portion 32 is provided on the surface thereof. The nail shaft passing portion 14 is formed by an opening groove having a width such that the nail shaft portion 32 can pass through but the nail head portion 31 cannot pass through.

そして、段差12には釘軸通過部14と連続して釘頭通過部13が形成されている。この釘頭通過部13は、釘の頭部31を通過できるように孔が設けられていて、その表面に釘の頭部31で容易に破ける程度の薄膜19が形成されている。このとき、釘の頭部31と略同一の高さの段差12を確保するために、本体部10の上面の一部を削ってもよいし(図3のα参照)。本体部10の上面を形成する部材に直接に釘頭通過部13を形成してもよい(図5参照)。この本体部10に直接釘頭通過部13を形成する場合は、図5,6に示すように釘30を回動させたときに、釘の頭部31が通過する軌跡に併せて形成するとよい。また、図7に示すように釘支持部11が設けられる面11aには、釘30を打ち込んだときに釘の頭部31と外周の壁とで上面が面一となるように、外周の壁を上方に突出して設けてもよい(図7のβ参照)。   A nail head passage portion 13 is formed in the step 12 continuously with the nail shaft passage portion 14. The nail head passage portion 13 is provided with a hole so that it can pass through the head portion 31 of the nail, and a thin film 19 is formed on the surface so as to be easily broken by the head portion 31 of the nail. At this time, in order to secure a step 12 having substantially the same height as the nail head 31, a part of the upper surface of the main body 10 may be shaved (see α in FIG. 3). The nail head passage portion 13 may be formed directly on the member forming the upper surface of the main body portion 10 (see FIG. 5). When the nail head passage portion 13 is formed directly on the main body portion 10, the nail head passage portion 13 may be formed along the trajectory through which the nail head portion 31 passes when the nail 30 is rotated as shown in FIGS. . Further, as shown in FIG. 7, on the surface 11a on which the nail support portion 11 is provided, the outer peripheral wall so that the upper surface is flush with the head 31 of the nail and the outer peripheral wall when the nail 30 is driven. May be provided so as to protrude upward (see β in FIG. 7).

さて、このようにして形成された釘打ち込み部の構造を有するコンクリート埋設部材50は、以下のようにしてコンクリートに取り付けられる。まず、生コンクリートを打設する前に組み立てられた型枠材70に、コンクリート埋設部材50を当接し、釘孔11bを通して釘30を打ち込んで型枠材70にコンクリート埋設部材50を固定する。このとき段差12が釘の頭部31と略同一の高さに形成されているので、本体部10によって釘打ちを邪魔されることなく、最後まで容易に釘30を打ち込むことができる。そして、コンクリート内に配置される必要な管材等をコネクターを介して接続した後、型枠材70内に生コンクリートを打設する。その後、コンクリートの硬化を待って、前記型枠材70を取り外してコンクリート内に埋設される。しかし、コンクリート埋設部材50には、型枠材70に固定した釘30がコンクリート壁から突出している。そこで、図4に示したように、飛び出した釘30の先端を工具等で把持し、釘30を平行に移動して釘軸通過部14及び釘頭通過部13の薄膜19を破きつつ通過させてコンクリート埋設部材50の裏側に除去する。若しくは図5のように釘軸通過部14を形成した場合には、釘の軸部32をコンクリート埋設部材50の開口部の一部を軸支部17として支点にして回動し釘軸通過部14及び釘頭通過部13を通過させて除去する(図6)。なお、図8のように開口部を開いて形成すれば、まず釘の頭部31のすぐ下方に軸支部17が形成される。したがって、釘の頭部31及び釘の軸部32を非常に弱い力で回動させて薄膜19を通過させることができ、より容易に裏側へ除去することができる。さらに、図9のように釘の軸部32の回動を支持する軸支部17を上下に2つ設ければ、上の軸支部17で釘の軸部32を少し回動させて釘の頭部31を釘頭通過部13に近づけ、下方の軸支部17で回動させて薄膜19を破って通過させることができる。   Now, the concrete embedding member 50 having the structure of the nail driving portion formed as described above is attached to the concrete as follows. First, the concrete embedding member 50 is brought into contact with the mold member 70 assembled before placing the ready-mixed concrete, and the nail 30 is driven through the nail holes 11b to fix the concrete embedding member 50 to the mold member 70. At this time, since the step 12 is formed at substantially the same height as the head 31 of the nail, the nail 30 can be easily driven to the end without being obstructed by the main body 10. And after connecting the necessary pipe materials etc. which are arrange | positioned in concrete via a connector, ready-mixed concrete is laid in the formwork material 70. FIG. Thereafter, after the concrete has hardened, the formwork 70 is removed and embedded in the concrete. However, the nail 30 fixed to the mold member 70 protrudes from the concrete wall in the concrete burying member 50. Therefore, as shown in FIG. 4, the tip of the protruding nail 30 is gripped with a tool or the like, and the nail 30 is moved in parallel to pass through the thin film 19 of the nail shaft passage portion 14 and the nail head passage portion 13. It is made to remove by the back side of the concrete embedding member 50. Alternatively, when the nail shaft passage portion 14 is formed as shown in FIG. 5, the nail shaft portion 32 is rotated with the portion of the opening of the concrete burying member 50 as a fulcrum as the shaft support portion 17. And the nail head passage part 13 is passed and removed (FIG. 6). If the opening is opened as shown in FIG. 8, the shaft support 17 is first formed immediately below the head 31 of the nail. Therefore, the head 31 of the nail and the shaft portion 32 of the nail can be rotated with a very weak force to allow the thin film 19 to pass through, and can be removed to the back side more easily. Further, as shown in FIG. 9, if two shaft support portions 17 that support the rotation of the nail shaft portion 32 are provided on the top and the bottom, the nail shaft portion 32 is slightly rotated by the upper shaft support portion 17 to thereby turn the nail head portion. The portion 31 can be brought close to the nail head passage portion 13 and rotated by the lower shaft support portion 17 to break and pass the thin film 19.

(実施例1)
図10、及び図11は、本発明の実施例1を示す。図10は実施例1に係る釘打ち込み部の構造を有するコンクリート埋設部材50の斜視図が示されている(コネクターは省略する。)。図11は図10のB−B断面図である。
Example 1
10 and 11 show the first embodiment of the present invention. FIG. 10 is a perspective view of a concrete embedding member 50 having a nail driving portion structure according to the first embodiment (a connector is omitted). 11 is a cross-sectional view taken along the line BB in FIG.

この実施例1におけるコンクリート埋設部材50は、本体部10の端に延設部16が設けられている。延設部16と本体部10との間で、かつ裏側には本体部10と延設部16を遮るように仕切18となるリブが形成されている。   In the concrete embedding member 50 according to the first embodiment, the extending portion 16 is provided at the end of the main body portion 10. A rib serving as a partition 18 is formed between the extended portion 16 and the main body portion 10 and on the back side so as to block the main body portion 10 and the extended portion 16.

延設部16のさらに端部側には、釘支持部11が延設部16より一段低く形成され、参考例の本体部10と釘支持部11と同様に、延設部16と釘支持部11との間に段差12が形成されている。この段差12に釘頭通過部13が設けられており、釘頭通過部13から釘支持部11まで釘軸通過部14が形成されている。この実施例1では、釘頭通過部13及び釘軸通過部14に薄膜19は設けられていない。   On the further end side of the extended portion 16, a nail support portion 11 is formed one step lower than the extended portion 16, and the extended portion 16 and the nail support portion are similar to the main body portion 10 and the nail support portion 11 of the reference example. 11 is formed between the step 11 and the step 11. A nail head passage portion 13 is provided at the step 12, and a nail shaft passage portion 14 is formed from the nail head passage portion 13 to the nail support portion 11. In the first embodiment, the thin film 19 is not provided on the nail head passage portion 13 and the nail shaft passage portion 14.

以上のように作製されたコンクリート埋設部材50は、参考例と同様の方法でコンクリート壁内に埋設される。このとき、釘頭通過部13及び釘軸通過部14から生コンクリートが流入するおそれがあるが、本体部10と延設部16の間に遮るように仕切18が設けられているので、本体部10内に生コンクリートが流入することを防止することができる。   The concrete embedding member 50 produced as described above is embedded in the concrete wall by the same method as in the reference example. At this time, there is a possibility that ready concrete flows in from the nail head passage portion 13 and the nail shaft passage portion 14, but since the partition 18 is provided so as to block between the main body portion 10 and the extension portion 16, the main body portion The ready-mixed concrete can be prevented from flowing into 10.

そして、埋設されたコンクリート埋設部材50から飛び出た釘30を参考例と同様に、釘30を釘軸通過部13と平行に移動するか、若しくは釘の頭部31を回動させて釘30を裏側に除去して終了する。   Then, like the reference example, the nail 30 jumping out from the embedded concrete burying member 50 is moved in parallel with the nail shaft passage portion 13 or the nail head 31 is rotated to remove the nail 30. Remove on the back side and finish.

実施例1では、図10、11に示したように本体部10自体がかなりの高さを有する場合には、本体部10から釘の頭部31と略同一の高さだけ釘支持部11を低く形成するのみでは、釘支持部11が非常に高い位置に設けられることになるため、長い釘を用いて固定しなければならない。そこで、このような比較的本体部10が高く形成されている場合には、延設部16を設ければ、釘支持部11を低い位置に配置することができるため有効である。   In the first embodiment, as shown in FIGS. 10 and 11, when the main body 10 itself has a considerable height, the nail support 11 is moved from the main body 10 to the same height as the nail head 31. Since the nail support part 11 is provided at a very high position only by forming it low, it must be fixed using a long nail. Therefore, in the case where the main body portion 10 is formed relatively high, it is effective to provide the extending portion 16 because the nail support portion 11 can be disposed at a low position.

(実施例2)
図12、及び図13は、本発明の実施例2を示す。図12は実施例2に係る釘打ち込み部の構造を有するコンクリート埋設部材50の斜視図が示されている。図13は図11の一部断面図である。
(Example 2)
12 and 13 show a second embodiment of the present invention. FIG. 12 is a perspective view of a concrete embedding member 50 having a nail driving portion structure according to the second embodiment. 13 is a partial cross-sectional view of FIG.

この実施例2に係る釘打ち込み部の構造を有するコンクリート埋設用部材50は、配線用ボックスを空中に配置するための中間部材である。このコンクリート埋設用部材50は、全体が板状で形成された本体部10からなり、配線ボックスを取り付けるための種々の構造が板状体に施されている。これら構造の説明については、本発明とは関連が薄いので省略する。   The concrete embedding member 50 having the structure of the nail driving portion according to the second embodiment is an intermediate member for arranging the wiring box in the air. The concrete burying member 50 is composed of a main body 10 formed entirely in a plate shape, and various structures for attaching a wiring box are applied to the plate-like body. Description of these structures is omitted because it is not related to the present invention.

一方、釘打ち込み部の構造は、コンクリート配設部材50の端部に設けられている。本体部10の端部側には、釘支持部11が本体部10より一段低く形成され、参考例の本体部10と釘支持部11と同様に、本体部10と釘支持部11との間に段差12が形成されている。この段差12に釘頭通過部13が設けられており、釘頭通過部13から釘支持部11まで釘軸通過部14が形成されている。
この実施例2においては、釘頭通過部13と釘軸通過部14は、図13に示したように、釘の頭部及び釘の軸部を裏面に取り除くのに十分な範囲で板状体自体を削って設けられる。
On the other hand, the structure of the nail driving portion is provided at the end of the concrete disposing member 50. On the end side of the main body 10, a nail support 11 is formed one step lower than the main body 10, and between the main body 10 and the nail support 11, similar to the main body 10 and the nail support 11 in the reference example. A step 12 is formed. A nail head passage portion 13 is provided at the step 12, and a nail shaft passage portion 14 is formed from the nail head passage portion 13 to the nail support portion 11.
In the second embodiment, as shown in FIG. 13, the nail head passage portion 13 and the nail shaft passage portion 14 are plate-like bodies within a range sufficient to remove the head portion of the nail and the shaft portion of the nail on the back surface. It is provided by shaving itself.

以上のように作製されたコンクリート埋設部材50は、型枠材70に釘30で固定した後、配設部材を取り付けた後、コンクリート壁内に埋設される。そして、埋設されたコンクリート埋設部材50から飛び出た釘30は、参考例と同様に釘30を釘軸通過部13と平行に移動するか、若しくは釘の頭部31を回動させて釘30を裏側から除去される。   The concrete embedding member 50 produced as described above is fixed to the formwork 70 with the nail 30, and then the arrangement member is attached, and then embedded in the concrete wall. Then, the nail 30 that has jumped out from the embedded concrete burying member 50 moves the nail 30 in parallel with the nail shaft passage portion 13 as in the reference example, or rotates the nail head 31 to remove the nail 30. Removed from the back side.

参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材を表す斜視図である。(参考例)It is a perspective view showing the concrete embedding member which has the structure of the nail drive part which concerns on a reference example. (Reference example) 参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材の裏側を表す斜視図である。(参考例)It is a perspective view showing the back side of the concrete embedding member which has the structure of the nail drive part which concerns on a reference example. (Reference example) 参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材のA−A断面図である。(参考例)It is AA sectional drawing of the concrete embedding member which has the structure of the nail drive part which concerns on a reference example. (Reference example) 図3に係る釘打ち込み部を係る釘打ち込み部の構造を有するコンクリート埋設部材に打ち込まれた釘を除去する方法を表すA−A断面図である。(参考例)It is AA sectional drawing showing the method of removing the nail nailed in the concrete burying member which has the structure of the nail nailed part which concerns on the nail nailed part which concerns on FIG. (Reference example) 参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材の釘頭通過部の変化例を表すA−A断面図である。(参考例)It is AA sectional drawing showing the example of a change of the nail head passage part of the concrete embedding member which has the structure of the nail drive part which concerns on a reference example. (Reference example) 図5に係る釘打ち込み部の構造を有するコンクリート埋設部材に打ち込まれた釘を除去する方法を表すA−A断面図である。(参考例)It is AA sectional drawing showing the method of removing the nail nailed in the concrete embedding member which has the structure of the nail | pile driving part which concerns on FIG. (Reference example) 参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材の支持部が形成される平面の変形例を示す断面図である。(参考例)It is sectional drawing which shows the modification of the plane in which the support part of the concrete embedding member which has the structure of the nail drive part which concerns on a reference example is formed. (Reference example) 参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材の軸支部の変化例を表すA−A断面図である。(参考例)It is AA sectional drawing showing the example of a change of the axial support part of the concrete embedding member which has the structure of the nail drive part which concerns on a reference example. (Reference example) 参考例に係る釘打ち込み部の構造を有するコンクリート埋設部材の軸支部のさらなる変化例を表すA−A断面図である。(参考例)It is AA sectional drawing showing the further example of a change of the axial support part of the concrete embedding member which has the structure of the nail drive part which concerns on a reference example. (Reference example) 実施例1に係る釘打ち込み部の構造を有するコンクリート埋設部材を表す斜視図である。(実施例1)It is a perspective view showing the concrete embedding member which has the structure of the nail drive part which concerns on Example 1. FIG. Example 1 実施例1に係る釘打ち込み部の構造を有するコンクリート埋設部材の裏側を表す斜視図である。(実施例1)It is a perspective view showing the back side of the concrete embedding member which has the structure of the nail drive part which concerns on Example 1. FIG. Example 1 実施例2に係る釘打ち込み部の構造を有するコンクリート埋設部材を表す斜視図である。(実施例2)It is a perspective view showing the concrete embedding member which has the structure of the nail drive part which concerns on Example 2. FIG. (Example 2) 実施例2に係る釘打ち込み部の構造を有するコンクリート埋設部材の一部断面図である。(実施例2)It is a partial cross section figure of the concrete embedding member which has the structure of the nail drive part which concerns on Example 2. FIG. (Example 2)

符号の説明Explanation of symbols

10 本体部
11 釘支持部
12 段差
13 釘頭通過部
14 釘軸通過部
15 釘頭抜け部
16 延設部
17 軸支部
18 仕切
19 薄膜
30 釘
31 釘の頭部
32 釘の軸部
50 コンクリート埋設部材
60 コンクリート壁
70 型枠材
DESCRIPTION OF SYMBOLS 10 Main body part 11 Nail support part 12 Step 13 Nail head passage part 14 Nail shaft passage part 15 Nail head drop part 16 Extension part 17 Axis support part 18 Partition 19 Thin film 30 Nail 31 Nail head part 32 Nail shaft part 50 Concrete embedding Member 60 Concrete wall 70 Formwork material

Claims (6)

コンクリート壁内に埋設されるコンクリート埋設部材をコンクリート打設用の型枠材へ固定するために、コンクリート埋設部材に設けられた釘打ち込み部の構造であって、
コンクリート埋設部材の本体部から隣接して形成された延設部と、上方から釘が打ち込み可能であるとともに、前記打ち込まれた釘の頭部を支持する釘支持部と、
前記釘支持部を前記釘の頭部の高さと略同一の高さ分だけ前記延設部より低く形成すべく、該延設部と釘支持部との間に設けられる段差と、を備え、
前記釘支持部に打ち込まれた釘を除去するため、前記釘の頭部と隣接する位置に前記段差が形成されるとともに前記段差には該釘の頭部を延設部裏側に移動可能とする釘頭通過部が設けられ、前記釘支持部には前記釘の頭部の移動とともに、釘の軸部を延設部裏側又は釘支持部裏側に移動可能とする釘軸通過部が設けられることを特徴とするコンクリート埋設部材の釘打ち込み部の構造。
In order to fix a concrete burying member embedded in a concrete wall to a formwork material for concrete placement, a structure of a nail driving portion provided in the concrete burying member,
An extending portion formed adjacent to the main body portion of the concrete burying member, a nail that can be driven from above, and a nail support portion that supports the head of the driven nail,
A step provided between the extended portion and the nail support portion so as to form the nail support portion lower than the extended portion by a height substantially equal to the height of the head of the nail,
In order to remove the nail driven into the nail support portion, the step is formed at a position adjacent to the head of the nail, and the head of the nail can be moved to the back side of the extending portion at the step. A nail head passage portion is provided, and the nail support portion is provided with a nail shaft passage portion that allows the nail shaft portion to move to the extended portion back side or the nail support portion back side along with the movement of the nail head portion. The structure of the nail driving part of the concrete burying member characterized by this.
釘全体を釘頭通過部と平行に移動することにより、釘の頭部及び釘の軸部を裏側に通過できるように形成されていることを特徴とする請求項1に記載のコンクリート埋設部材の釘打ち込み部の構造。   2. The concrete embedding member according to claim 1, wherein the entire structure of the nail is formed so as to be able to pass through the back side of the nail head portion and the nail shaft portion by moving in parallel with the nail head passage portion. Nail driving structure. 釘の軸部を支点にして釘の頭部を回動することにより、釘の頭部及び釘の軸部を裏側に通過できるように形成されていることを特徴とする請求項1又は2に記載のコンクリート埋設部材の釘打ち込み部の構造。   3. The nail head portion and the nail shaft portion are formed so as to pass through the back side by rotating the nail head portion with the shaft portion of the nail as a fulcrum. The structure of the nailing part of the concrete embedding member described. 釘を回動させるときに、釘の軸部を支持するための軸支部を備えていることを特徴とする請求項3に記載のコンクリート埋設部材の釘打ち込み部の構造。   The structure of the nail driving part of the concrete embedding member according to claim 3, further comprising a shaft support part for supporting the shaft part of the nail when the nail is rotated. 本体部の裏側に打設コンクリートが流入しないようにコンクリート埋設部材の裏側で、かつ釘支持部と本体部との間に仕切が設けられていることを特徴とする請求項1から4のいずれか1項に記載のコンクリート埋設部材の釘打ち込み部の構造。   5. The partition according to claim 1, wherein a partition is provided on the back side of the concrete embedding member and between the nail support portion and the main body portion so that the cast concrete does not flow into the back side of the main body portion. A structure of a nail driving portion of the concrete embedding member according to item 1. 釘頭通過部又は/及び釘軸通過部には、薄膜が形成されていることを特徴とする請求項1から5の何れか1項に記載のコンクリート埋設部材の釘打ち込み部の構造。   The structure of the nail driving portion of the concrete embedding member according to any one of claims 1 to 5, wherein a thin film is formed in the nail head passage portion and / or the nail shaft passage portion.
JP2008053349A 2008-03-04 2008-03-04 Structure of nailing part of concrete embedded member Expired - Fee Related JP4362855B2 (en)

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