JP2005344373A - Space holder for concrete form - Google Patents

Space holder for concrete form Download PDF

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JP2005344373A
JP2005344373A JP2004165301A JP2004165301A JP2005344373A JP 2005344373 A JP2005344373 A JP 2005344373A JP 2004165301 A JP2004165301 A JP 2004165301A JP 2004165301 A JP2004165301 A JP 2004165301A JP 2005344373 A JP2005344373 A JP 2005344373A
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concrete
formwork
mold
plate
engagement piece
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Akemasa Kurotani
明正 黒谷
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a lightweight thin-type space holder for a concrete form having required strength without forming ribs. <P>SOLUTION: This space holder is constituted to form outer engaging pieces 12 and inner engaging pieces 13 by press-molding a thin iron plate and bending both side edges of a plate-like body 11. Concrete pressure is not thereby supported by the thickness of the bent parts of the outer engaging pieces 12 but can be supported by the width of the outer engaging pieces 12. Further, T-shaped locking pieces 15 are formed, and their tips are bent and locked to the end parts of the form. The holder 10 can thereby be positively mounted to the concrete form. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、コンクリート型枠用間隔保持具に関する。   The present invention relates to a concrete formwork spacing holder.

図4に示すように、従来のコンクリート型枠用間隔保持具aは、鉄板から成る板状本体bの両端を折曲して外側係合片cを形成し、各外側係合片cの内側で板材aの中間部を切り起こして外側係合片と対を成す内側係合片dを形成し、両係合片c,dでコンクリート型枠fの端部を係合する型枠係合部eを形成した構造を備えている。
かかる構造のコンクリート型枠用間隔保持具aによれば、対向する一対のコンクリート型枠fの下端部をそれぞれ型枠係合部eに嵌合し、上端部をそれぞれ別の保持具aの型枠係合部eに嵌合することで、両コンクリート型枠fが所定間隔で立設保持される。
そして、コンクリートgの硬化後に上側の間隔保持具aをコンクリート型枠fから外すとともに、コンクリート型枠fを下側の間隔保持具aの型枠係合部eから外し、下側の間隔保持具aの側面へハンマー等で打撃を加えることで、コンクリートgから露出した型枠係合部eを分離する。
特開平9−4225
As shown in FIG. 4, a conventional concrete formwork spacing holder a bends both ends of a plate-like body b made of an iron plate to form outer engagement pieces c, and the inner side of each outer engagement piece c. The middle part of the plate material a is cut and raised to form an inner engagement piece d that forms a pair with the outer engagement piece, and the engagement of the end portions of the concrete mold f with both engagement pieces c and d is performed. A structure in which the portion e is formed is provided.
According to the concrete formwork spacing holder a having such a structure, the lower ends of a pair of opposing concrete molds f are respectively fitted to the formwork engaging parts e, and the upper ends are respectively molds of different holders a. By fitting into the frame engaging portion e, both concrete molds f are erected and held at a predetermined interval.
Then, after the concrete g is hardened, the upper gap holder a is removed from the concrete mold f, and the concrete mold f is removed from the mold engaging portion e of the lower gap holder a, so that the lower gap holder is removed. The formwork engaging portion e exposed from the concrete g is separated by hitting the side surface of a with a hammer or the like.
JP 9-4225 A

上記した構成を有する間隔保持具aでは、コンクリートを打設したとき、その圧力を外側係合片cの折り曲げ部分の厚みで支えるので、板状本体bの厚みが不足すると外側係合片cが外側に拡開し、コンクリート型枠fを所定間隔に立設保持できない。そこで、板状本体bを厚くし、さらには波形あるいは山形等の断面形状を有するリブを形成して、その強度を高めている。
このように従来の間隔保持具aはコンクリートの圧力に耐えうる厚い材料を使用するため重くなり、取扱に不便である。また、リブによって板状本体bの裏面に空間が生じ、硬化したコンクリートg中にリブの空間による巣が発生し、コンクリートgの強度が低下するおそれがある。さらに、型枠fの底面と基礎コンクリートhの間にリブの凹凸によって隙間が生じ、型枠f間に流し込んだコンクリートが隙間から漏れ出て、基礎コンクリートh表面の見栄えが損なわれる。
In the interval holder a having the above-described configuration, when the concrete is placed, the pressure is supported by the thickness of the bent portion of the outer engagement piece c. Therefore, if the thickness of the plate-like main body b is insufficient, the outer engagement piece c The concrete form f cannot be erected and held at a predetermined interval. Therefore, the plate-like main body b is thickened, and further, a rib having a cross-sectional shape such as a corrugated shape or a mountain shape is formed to increase its strength.
Thus, the conventional spacing holder a is heavy because it uses a thick material that can withstand the pressure of the concrete, and is inconvenient to handle. Further, a space is generated on the back surface of the plate-like main body b by the rib, and a nest due to the space of the rib is generated in the hardened concrete g, and the strength of the concrete g may be reduced. Furthermore, a gap is generated between the bottom surface of the mold frame f and the foundation concrete h due to the unevenness of the ribs, and the concrete poured between the mold frames f leaks from the gap, so that the appearance of the surface of the foundation concrete h is impaired.

本発明は上記の課題に鑑み為されたものであって、軽量薄型で、かつリブを形成しなくても所要の強度をもったコンクリート型枠用間隔保持具を提供することを目的とする。   The present invention has been made in view of the above problems, and an object of the present invention is to provide a concrete formwork spacing holder that is light and thin and has a required strength without forming ribs.

請求項1に記載の発明は、対向して配置される一対のコンクリート型枠を所定間隔に保持するため両コンクリート型枠の下端部間に配置されるコンクリート型枠用間隔保持具であって、板状本体の長手方向における両端部の両側縁に外側係合片を折り曲げ形成し、板状本体の長手方向における中間部の両側縁に各外側係合片と対を成す内側係合片を折り曲げ形成し、内外両係合片でコンクリート型枠の端部が係合される型枠係合部を形成する。
そして、好ましくは前記型枠係合部の内側係合片近傍に切欠部を形成し、切欠部から板状本体を破断して両外側係合片を分離可能にする。
また、好ましくは前記各外側係合片の前記内側係合片との対向端の上部に傾斜端部を形成し、前記各内側係合片の前記外側係合片との対向端の上部に傾斜端部を形成し、型枠係合部にコンクリート型枠の下端部を係合するとき、同下端部が両傾斜端部に沿って型枠係合部内に落とし込まれるように構成する。
さらに、好ましくは前記両側縁に折り曲げ形成した外側係合片の間に係止片を折り曲げ形成し、型枠係合部に係合したコンクリート型枠の端部に係止片の先端部を折り曲げて係止するように構成する。
The invention according to claim 1 is a concrete formwork spacing holder disposed between the lower ends of both concrete molds in order to keep a pair of concrete molds arranged opposite to each other at a predetermined distance. Outer engagement pieces are bent at both side edges of both ends in the longitudinal direction of the plate-like main body, and inner engagement pieces that are paired with the respective outer engagement pieces are bent at both side edges of the intermediate portion in the longitudinal direction of the plate-like main body Forming and forming a formwork engaging part with which the end of the concrete formwork is engaged by both the inner and outer engaging pieces.
Preferably, a notch is formed in the vicinity of the inner engagement piece of the mold engagement portion, and the plate-like main body is broken from the notch so that the outer engagement pieces can be separated.
Preferably, an inclined end portion is formed on an upper end of each outer engagement piece facing the inner engagement piece, and an inclination is formed on an upper end of each inner engagement piece facing the outer engagement piece. When the end portion is formed and the lower end portion of the concrete formwork is engaged with the formwork engaging portion, the lower end portion is configured to be dropped into the formwork engaging portion along both inclined end portions.
Further, preferably, a locking piece is formed by bending between the outer engaging pieces formed by bending on both side edges, and the front end of the locking piece is bent at the end of the concrete formwork engaged with the formwork engaging part. To be locked.

本発明に係るコンクリート型枠用間隔保持具の使用方法は以下の通りである。間隔保持具を基礎コンクリート面の所定箇所に設置し、外側係合片の内側端部と内側係合片の外側端部の間に内外一対のコンクリート型枠の一方の型枠の下端部を嵌合させる。同様にして、他方の型枠嵌合部に他方の型枠の下端部を嵌合する。また、内外一対のコンクリート型枠の上端部にも間隔保持具を装着して両型枠を所定の間隔に立設保持する。
間隔保持具で立設保持した両型枠間にコンクリートを流し込み、コンクリートがある程度硬化して型枠に加わる圧力が消滅した後、型枠を間隔保持具から取り外す。硬化したコンクリートから型枠係合部が露出するので、内側係合片の近傍から外側係合片を分離する。
本発明に係る間隔保持具によれば、板状本体の両側縁を折り曲げて外側係合片と内側係合片を形成したので、従来の間隔保持具のように外側係合片の折り曲げ部の厚みでコンクリートの圧力を支えるのではなく、両係合片の幅コンクリート圧力を支えることができる。
従って、板状本体の厚みを可及的に薄くして軽量化を図り、かつリブを形成しなくても所要の強度を確保できる。
そして、型枠係合部の内側係合片近傍に切欠部を形成することにより、切欠部から板状本体を破断するとき容易に両外側係合片を分離できる。
また、外側係合片と内側係合片の各上端部に傾斜端部を形成することにより、傾斜部に沿ってコンクリート型枠の下端部を型枠係合部に落とし込むことができるので、型枠の設置作業が容易になり、施工の能率が向上する。
さらには、係止片を形成し、その先端部を折り曲げて型枠の端部に係止することにより、確実に保持具をコンクリート型枠に装着できる。
The method for using the concrete formwork spacing holder according to the present invention is as follows. Install the distance holder at a predetermined location on the foundation concrete surface, and fit the lower end of one of the pair of inner and outer concrete formwork between the inner end of the outer engagement piece and the outer end of the inner engagement piece. Combine. Similarly, the lower end of the other mold is fitted to the other mold fitting. In addition, a spacing holder is also attached to the upper ends of the pair of inner and outer concrete molds to hold both molds upright at a predetermined distance.
Concrete is poured between both molds standing and held by the gap holder, and after the concrete has hardened to some extent and pressure applied to the mold disappears, the mold is removed from the gap holder. Since the formwork engaging part is exposed from the hardened concrete, the outer engaging piece is separated from the vicinity of the inner engaging piece.
According to the distance holder according to the present invention, the outer side engagement piece and the inner side engagement piece are formed by bending both side edges of the plate-like main body. Rather than supporting the concrete pressure with the thickness, the width concrete pressure of both engaging pieces can be supported.
Therefore, the thickness of the plate-like main body can be reduced as much as possible to reduce the weight, and the required strength can be ensured without forming ribs.
Then, by forming the notch portion in the vicinity of the inner engagement piece of the mold engagement portion, the outer engagement pieces can be easily separated when the plate-like main body is broken from the notch portion.
In addition, by forming the inclined end portions at the upper end portions of the outer engagement piece and the inner engagement piece, the lower end portion of the concrete mold can be dropped into the mold engagement portion along the inclined portion. The installation work of the frame becomes easy and the efficiency of construction improves.
Furthermore, the holder can be securely mounted on the concrete mold by forming a locking piece, bending the tip thereof and locking it to the end of the mold.

薄手の鉄板をプレス成形して平坦な板状本体を形成するとともに、板状本体の長手方向における両端部の両側縁に外側係合片を折り曲げ形成し、板状本体の長手方向における中間部の両側縁に各外側係合片と対を成す内側係合片を折り曲げ形成し、内外両係合片でコンクリート型枠の端部が係合される型枠係合部を形成する。前記型枠係合部の内側係合片近傍に切欠部を形成し、切欠部から板状本体を破断して両外側係合片を分離可能にする。前記各外側係合片の前記内側係合片との対向端の上部に傾斜端部を形成し、前記各内側係合片の前記外側係合片との対向端の上部に傾斜端部を形成し、型枠係合部にコンクリート型枠の下端部を係合するとき、同下端部が両傾斜端部に沿って型枠係合部内に落とし込まれるように構成する。前記両側縁に折り曲げ形成した外側係合片の間に係止片を折り曲げ形成し、型枠係合部に係合したコンクリート型枠の端部に係止片の先端部を折り曲げて係止するように構成する。   A thin steel plate is press-molded to form a flat plate-like main body, and outer engagement pieces are bent at both side edges of both ends in the longitudinal direction of the plate-like main body, Inner engagement pieces that are paired with the outer engagement pieces are bent at both side edges to form a formwork engagement portion that engages the ends of the concrete formwork with the inner and outer engagement pieces. A notch portion is formed in the vicinity of the inner engagement piece of the mold engagement portion, and the plate-like main body is broken from the notch portion so that the outer engagement pieces can be separated. An inclined end portion is formed at an upper portion of each outer engagement piece facing the inner engagement piece, and an inclined end portion is formed at an upper portion of each inner engagement piece facing the outer engagement piece. And when engaging the lower end part of a concrete formwork with a formwork engagement part, it comprises so that the same lower end part may be dropped in a formwork engagement part along both inclination edge parts. A locking piece is formed between the outer engaging pieces that are bent on both side edges, and the front end of the locking piece is bent and locked to the end of the concrete formwork that is engaged with the formwork engaging part. Configure as follows.

以下に本発明を図面に基づき説明するに、図1には本発明の実施例に係るコンクリート型枠用間隔保持具が示されている。当該間隔保持具は、薄手の鉄板をプレス成形することにより板状本体11、両端に各2枚の外側係合片12、各外側係合片と対を成す4枚の内側係合片、両端の内側係合片を連結する2枚の中間折り曲げ片14及び2個の係止片15の各部が形成されている。   The present invention will be described below with reference to the drawings. FIG. 1 shows a concrete formwork spacing holder according to an embodiment of the present invention. The spacing holder is formed by press-molding a thin iron plate, two outer engagement pieces 12 at each end, four inner engagement pieces paired with each outer engagement piece, both ends The two intermediate bent pieces 14 and the two locking pieces 15 for connecting the inner engaging pieces are formed.

板状本体11は凹凸部の無い平坦な長方形に形成されている。外側係合片12は略正方形を有し、板状本体11の長手方向における両端部の両側縁から直角に折り曲げられている。外側係合片12の内側の上部角隅に三角形の係合凸片12aが一体に形成されている。この係合凸片12aには傾斜端部12bが形成されている。   The plate-like main body 11 is formed in a flat rectangular shape having no irregularities. The outer engagement piece 12 has a substantially square shape and is bent at right angles from both side edges of both ends in the longitudinal direction of the plate-like main body 11. Triangular engagement convex pieces 12 a are integrally formed at the upper corners inside the outer engagement pieces 12. An inclined end 12b is formed on the engaging convex piece 12a.

内側係合片13と中間折り曲げ片14は板状本体11の長手方向における中間部の両側縁から直角に折り曲げられている。内側係合片13は中間折り曲げ片14より高く設けられ、内側係合片13の外側の上部角部に傾斜部13aが形成されている。   The inner engagement piece 13 and the intermediate bent piece 14 are bent at right angles from both side edges of the intermediate portion in the longitudinal direction of the plate-like main body 11. The inner engagement piece 13 is provided higher than the intermediate bent piece 14, and an inclined portion 13 a is formed at an upper corner portion outside the inner engagement piece 13.

一端側の2枚の外側係合片12と隣り合う2枚の内側係合片13が対を成し、両係合片12,13によって板状本体11の一端に型枠係合部16が区画形成され、同様にして他端側にも型枠嵌合部16が区画形成されている。     Two outer engagement pieces 12 on one end side and two inner engagement pieces 13 adjacent to each other form a pair, and both engagement pieces 12 and 13 form a frame engagement portion 16 at one end of the plate-like main body 11. A partition is formed, and similarly, the mold fitting portion 16 is also formed on the other end side.

型枠嵌合部16には内側係合片13に隣接して三角形の切欠部17が形成されている。この切欠部17は板状本体11の側縁から本体幅方向に延び、板状本体11の幅が切欠部17によって狭められているので、板状本体11を切欠部から分離できる。   A triangular notch 17 is formed in the mold fitting portion 16 adjacent to the inner engagement piece 13. The notch 17 extends from the side edge of the plate-like main body 11 in the body width direction, and the width of the plate-like main body 11 is narrowed by the notch 17, so that the plate-like main body 11 can be separated from the notch.

係止片15は略T字形を有し、隣接する両外側係合片12の間に立設されている。この係止片15は型枠嵌合部16の一部をT字形に打ち抜き、打ち抜き片を板状本体11に対して直角に折り曲げて形成され、両外側係合片12の内側端部とほぼ整列するように配置されている。   The locking piece 15 has a substantially T-shape and is erected between the adjacent outer engaging pieces 12. The locking piece 15 is formed by punching a part of the mold fitting portion 16 into a T shape, and bending the punched piece at a right angle with respect to the plate-like main body 11. Arranged to align.

板状本体11の中間部には軽量化を図るため円形の打ち抜き穴18が複数箇所に形成されている。また、隣接する外側係合片12の間に釘穴19が形成されている。   Circular punched holes 18 are formed at a plurality of locations in the middle portion of the plate-like body 11 in order to reduce the weight. A nail hole 19 is formed between the adjacent outer engagement pieces 12.

本実施形態に係るコンクリート型枠用間隔保持具10の構造は以上の通りであって、以下にその使用方法を説明する。図2に示すように、間隔保持具10を基礎コンクリート面hの所定箇所に設置し、釘穴19からコンクリート面hに釘20を打ち込んで間隔保持具10を固定する。コンクリート型枠30を外側係合片12の傾斜部12bと内側係合片13の傾斜部13aに沿って傾けながら下端部を一方の型枠係合部16の底面に当たるまでに差し込む。型枠30をコンクリート面hと直角を成すように起し、外側係合片12の内側端部と内側係合片13の外側端部の間に型枠30の下端部を嵌合させる。これにより、型枠30の下端部の裏面に設けられている折り返し片31に間隔保持具10の係合凸片12aが係合するので、さらにT型係止片15の頭部を折り曲げて型枠30の折り返し片31に係止する。同様にして、他方の型枠嵌合部16にも型枠30を嵌合する。続いて、図3に示すようにコンクリート型枠30の上端部にそれぞれ2個の間隔保持具10を装着して両型枠30を所定の間隔に立設保持する。   The structure of the concrete formwork spacing holder 10 according to the present embodiment is as described above, and the method of using the structure will be described below. As shown in FIG. 2, the interval holder 10 is installed at a predetermined location on the foundation concrete surface h, and the nail 20 is driven into the concrete surface h from the nail hole 19 to fix the interval holder 10. While the concrete mold 30 is tilted along the inclined portion 12 b of the outer engagement piece 12 and the inclined portion 13 a of the inner engagement piece 13, the concrete mold 30 is inserted until it hits the bottom surface of one of the mold engagement portions 16. The mold 30 is raised so as to make a right angle with the concrete surface h, and the lower end of the mold 30 is fitted between the inner end of the outer engagement piece 12 and the outer end of the inner engagement piece 13. As a result, the engagement convex piece 12a of the spacing holder 10 is engaged with the folded piece 31 provided on the back surface of the lower end portion of the mold frame 30, and the head of the T-type locking piece 15 is further bent to form the mold. Locks to the folded piece 31 of the frame 30. Similarly, the mold 30 is fitted to the other mold fitting 16. Subsequently, as shown in FIG. 3, two spacing holders 10 are respectively attached to the upper end portions of the concrete mold 30 to hold both the molds 30 upright at predetermined intervals.

図3に示すように、4個の間隔保持具10で立設保持した両型枠間30にコンクリートを流し込み、コンクリートがある程度硬化して型枠30に加わる圧力が消滅した後、型枠上端部の間隔保持具10を外し、次ぎに型枠30をコンクリートに埋設された間隔保持具10から取り外す。すると、硬化したコンクリートから型枠係合部16が露出するので、ハンマーでたたく等して切欠部17から外側係合片と共に型枠嵌合部16を分離する。   As shown in FIG. 3, after pouring concrete between the two molds 30 standing and held by the four spacing holders 10, the concrete is hardened to some extent and the pressure applied to the mold 30 disappears, and then the upper end of the mold The spacing holder 10 is removed, and then the mold 30 is removed from the spacing holder 10 embedded in the concrete. Then, since the formwork engaging part 16 is exposed from the hardened concrete, the formwork fitting part 16 is separated from the notch part 17 together with the outer engaging piece by hitting with a hammer.

本実施例に係る間隔保持具10によれば、板状本体11の両側縁を折り曲げて外側係合片12と内側係合片13を形成したので、従来の間隔保持具のように外側係合片12の折り曲げ部の厚みでコンクリートの圧力を支えるのではなく、外側係合片12の幅でコンクリート圧力を支えることができる。
従って、板状本体11の厚みを可及的に薄くして軽量化を図り、かつリブを形成しなくても所要の強度を確保できる。
According to the interval holder 10 according to the present embodiment, the outer side engagement pieces 12 and the inner engagement pieces 13 are formed by bending both side edges of the plate-like main body 11, so that the outer engagement is performed like a conventional interval holder. Rather than supporting the concrete pressure with the thickness of the bent portion of the piece 12, the concrete pressure can be supported with the width of the outer engagement piece 12.
Therefore, the thickness of the plate-like main body 11 can be reduced as much as possible to reduce the weight, and the required strength can be ensured without forming ribs.

型枠係合部16の内側係合片13の近傍に切欠部17を形成したので、切欠部17から容易に型枠嵌合部16を分離できる。また、外側係合片12と内側係合片13の各上端部に傾斜端部12b,13aを形成したので、傾斜部12a,13aに沿ってコンクリート型枠30の下端部を型枠係合部16に落とし込むことができる。このため、型枠30の設置作業が容易になり、施工の能率が向上する。   Since the notch 17 is formed in the vicinity of the inner engagement piece 13 of the mold engaging part 16, the mold fitting part 16 can be easily separated from the notch 17. In addition, since the inclined end portions 12b and 13a are formed at the upper end portions of the outer engagement piece 12 and the inner engagement piece 13, the lower end portion of the concrete mold 30 is moved along the inclined portions 12a and 13a. Can be dropped to 16. For this reason, the installation work of the formwork 30 becomes easy and the efficiency of construction improves.

T型係止片15を形成し、その先端部を折り曲げて型枠30の端部31に係止できるので、確実に保持具10をコンクリート型枠30に装着できる。   Since the T-shaped locking piece 15 can be formed, and its tip can be bent and locked to the end 31 of the mold 30, the holder 10 can be securely attached to the concrete mold 30.

本発明の実施例に係るコンクリート型枠用間隔保持具を示す斜視図である。It is a perspective view which shows the space | interval holder for concrete forms which concerns on the Example of this invention. 同間隔保持具の使用方法を示す一部破断断面図である。It is a partially broken sectional view which shows the usage method of the space | interval holder. 同間隔保持具の使用方法を示す斜視図である。It is a perspective view which shows the usage method of the space | interval holder. 従来のコンクリート型枠用間隔保持具の使用方法を示す斜視図である。It is a perspective view which shows the usage method of the space | interval holder for the conventional concrete formwork.

符号の説明Explanation of symbols

10…コンクリート型枠用間隔保持具、11…板状本体、12…外側係合片、12a…係合凸片、12b…傾斜部、13…内側係合片、13a…傾斜部、15…係止片、16…型枠嵌合部、17…切欠部。   DESCRIPTION OF SYMBOLS 10 ... Space | interval holder for concrete formwork, 11 ... Plate-shaped main body, 12 ... Outer engagement piece, 12a ... Engagement convex piece, 12b ... Inclination part, 13 ... Inner engagement piece, 13a ... Inclination part, 15 ... Engagement Stop piece, 16 ... Formwork fitting part, 17 ... Notch part.

Claims (4)

対向して配置される一対のコンクリート型枠を所定間隔に保持するため両コンクリート型枠の下端部間に配置されるコンクリート型枠用間隔保持具であって、板状本体の長手方向における両端部の両側縁に外側係合片を折り曲げ形成し、板状本体の長手方向における中間部の両側縁に各外側係合片と対を成す内側係合片を折り曲げ形成し、内外両係合片でコンクリート型枠の端部が係合される型枠係合部を形成したことを特徴とするコンクリート型枠用間隔保持具。 A concrete mold spacing holder disposed between the lower ends of both concrete molds to hold a pair of opposing concrete molds at a predetermined interval, and both ends of the plate-like body in the longitudinal direction The outer engaging pieces are bent and formed on both side edges of the plate-like body, and the inner engaging pieces that are paired with the outer engaging pieces are bent and formed on both side edges of the intermediate portion in the longitudinal direction of the plate-like main body. A concrete formwork spacing holder, characterized in that a formwork engaging part with which an end of a concrete formwork is engaged is formed. 前記型枠係合部の内側係合片近傍に切欠部を形成し、切欠部から板状本体を破断して両外側係合片を分離可能にしたことを特徴とする請求項1に記載のコンクリート型枠用間隔保持具。 The cutout portion is formed in the vicinity of the inner engagement piece of the mold engagement portion, and the outer engagement piece is separable by breaking the plate-like main body from the cutout portion. Spacing retainer for concrete formwork. 前記各外側係合片の前記内側係合片との対向端の上部に傾斜端部を形成し、前記各内側係合片の前記外側係合片との対向端の上部に傾斜端部を形成し、型枠係合部にコンクリート型枠の下端部を係合するとき、同下端部が両傾斜端部に沿って型枠係合部内に落とし込まれるようにしたことを特徴とする請求項1に記載のコンクリート型枠用間隔保持具。 An inclined end portion is formed at an upper portion of each outer engagement piece facing the inner engagement piece, and an inclined end portion is formed at an upper portion of each inner engagement piece facing the outer engagement piece. When the lower end portion of the concrete mold is engaged with the formwork engaging portion, the lower end portion is dropped into the formwork engaging portion along both inclined end portions. The spacing holder for concrete molds according to 1. 前記両側縁に折り曲げ形成した外側係合片の間に係止片を折り曲げ形成し、型枠係合部に係合したコンクリート型枠の端部に係止片の先端部を折り曲げて係止するようにしたことを特徴とする請求項1に記載のコンクリート型枠用間隔保持具。 A locking piece is formed between the outer engaging pieces that are bent on both side edges, and the front end of the locking piece is bent and locked to the end of the concrete formwork that is engaged with the formwork engaging part. The interval holder for concrete molds according to claim 1, which is configured as described above.
JP2004165301A 2004-06-03 2004-06-03 Space holder for concrete form Withdrawn JP2005344373A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014101633A (en) * 2012-11-16 2014-06-05 Yukio Akita Separator for stacking

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014101633A (en) * 2012-11-16 2014-06-05 Yukio Akita Separator for stacking

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