JP2010163857A - Form separator - Google Patents

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JP2010163857A
JP2010163857A JP2009096988A JP2009096988A JP2010163857A JP 2010163857 A JP2010163857 A JP 2010163857A JP 2009096988 A JP2009096988 A JP 2009096988A JP 2009096988 A JP2009096988 A JP 2009096988A JP 2010163857 A JP2010163857 A JP 2010163857A
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shaft body
positioning member
shaft
male screw
separator
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Japanese (ja)
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Nobuhiro Sakaguchi
伸宏 坂口
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Kyoto Spacer Co Ltd
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Kyoto Spacer Co Ltd
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Priority to JP2009096988A priority Critical patent/JP2010163857A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a form separator allowing a male screw section from being easily removed from a shaft body without providing an internal space allowing oscillation of a positioning member in the vertical direction. <P>SOLUTION: The form separator comprises a shaft having male screw sections on both ends of the shaft body and positioning members individually installed at both ends of the shaft body in the length direction. A positioning member loading section and a twisting-off groove for twisting the male screw section off the shaft body by turing the operation of the shaft body around the axis of the male screw section is provided on one end of the male screw section in the length direction. The shaft body is provided with a turn-inhibiting means for inhibiting the shaft body embedded in a concrete structure from turning around the axis of the shaft body, and the positioning member comprises a block body formed by compressing mortar. The block body has a through-hole for the shaft body. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、コンクリート製構造物作成のための型枠を組み立てる際、型枠内部を一定の間隔に保持するために用いられる型枠用セパレータに関する。   The present invention relates to a separator for a formwork used to hold the inside of a formwork at a constant interval when assembling a formwork for producing a concrete structure.

一般にコンクリート製構造物を構築する際には、流動体であるモルタルを目的の形状に硬化させるために、鋼板や合板等から構成される一対のコンクリート用型枠と、このコンクリート用型枠の内部空間を所定寸法に維持するための型枠用セパレータが用いられる。   In general, when constructing a concrete structure, in order to harden the mortar, which is a fluid, into a desired shape, a pair of concrete molds composed of steel plates, plywood, etc., and the interior of this concrete mold A mold separator is used to maintain the space at a predetermined size.

ところで従来の型枠用セパレータは、基本的には、図15において概略的に示すように、ロッド状の軸体Aと、この軸体Aの長さ方向両端部に設けられる碗型の一対の位置決め部材Bとから構成されている。   By the way, the conventional separator for formwork basically has a rod-shaped shaft body A and a pair of bowl-shaped shafts provided at both ends in the longitudinal direction of the shaft body A as schematically shown in FIG. And positioning member B.

そして前述の軸体Aの長さ方向両端部には、雄ねじ部Cが周設されるとともに、軸体Aにおける雄ねじ部Cの内側の形成端から所定長さ内方には環状の折取り溝Dとこの該折取り溝Dの外側に位置するストッパEがそれぞれ形成され、前記した位置決め部材Bは、軸体Aにおける雄ねじ部CとストッパEとの間に介装されている(特許文献1参照)。   And the male screw part C is provided in the both ends of the length direction of the above-mentioned shaft body A, and an annular break groove is formed at a predetermined length inward from the inner end of the male screw part C in the shaft body A. D and a stopper E positioned outside the folding groove D are formed, and the positioning member B described above is interposed between the male screw portion C and the stopper E in the shaft body A (Patent Document 1). reference).

ところで、以上の型枠用セパレータは、各位置決め部材Bを型枠Fの内側面に当接させるとともに、型枠Fの外側に突出した軸体Aの雄ねじ部Cに型枠締付け部材Gを螺締することにより、型枠Fの間隔を設定している。   By the way, the above-mentioned separator for formwork makes each positioning member B contact the inner surface of the formwork F, and screw the formwork tightening member G to the male thread portion C of the shaft A protruding outside the formwork F. By tightening, the interval of the formwork F is set.

また一方、固まったコンクリート製構造物から型枠を取り外す際には、軸体Aの雄ねじ部Cを例えば上下方向に折り曲げることで、この雄ねじ部Cを軸体Aの本体部分から切り離すようにしているが、以上のように、雄ねじ部Cを上下方向に折り曲げて切除するためには、碗状に形成される位置決め部材Bの内部空間に雄ねじ部Cの上下方向への揺動許容するための内部空間を必要とし、この雄ねじ部Cの上下方向への揺動範囲を大きく確保するためには、前記した内部空間を広くする必要がある。   On the other hand, when removing the formwork from the solid concrete structure, the male screw portion C of the shaft body A is bent, for example, in the vertical direction so that the male screw portion C is separated from the main body portion of the shaft body A. However, as described above, in order to bend and cut the male screw portion C in the vertical direction, the vertical space of the male screw portion C is allowed to be allowed to swing in the internal space of the positioning member B formed in a bowl shape. In order to require an internal space and to ensure a large swing range in the vertical direction of the male screw portion C, it is necessary to widen the internal space.

しかしながら、位置決め部材Bの内部空間を大きく形成すると、この位置決め部材Bの取り外しによりコンクリート製構造物の外側面に生じる窪みもそれだけ大きくなり、そのため、この窪みを修復するための作業もそれだけ手間を要する不具合がある。   However, if the internal space of the positioning member B is formed to be large, the dent generated on the outer surface of the concrete structure due to the removal of the locating member B increases accordingly, and therefore the work for repairing the dent requires much labor. There is a bug.

実開平6−4258号公報Japanese Utility Model Publication No. 6-4258

本発明は、以上の実情に鑑みて開発されたものであって、その目的とするところは、位置決め部材に上下方向への揺動を許容する内部空間を設けずとも、雄ねじ部分を軸本体から容易に切り離すことが出来る型枠用セパレータを提供することにある。   The present invention has been developed in view of the above circumstances, and the object of the present invention is to provide a male screw portion from the shaft main body without providing an internal space that allows the positioning member to swing in the vertical direction. It is an object of the present invention to provide a mold separator that can be easily separated.

請求項1記載の発明は、軸本体の長さ方向両端に雄ねじ部を備えた軸体と、この軸体の長さ方向両端部にそれぞれ装着される位置決め部材とからなる型枠用セパレータであって、前記雄ねじ部の長さ方向一端部には、前記位置決め部材装填部と、軸本体に対する雄ねじ部の軸心を支点とする回転操作により雄ねじ部を軸本体から切り離すための捻じ切り溝が設けられるとともに、前記軸本体には、この軸本体の軸心を支点としてコンクリート製構造物内に埋設された軸本体の回転を阻止するための回転阻止手段が設けられていることを特徴とする。   The invention according to claim 1 is a formwork separator comprising a shaft body having male screw portions at both ends in the length direction of the shaft body, and positioning members respectively attached to both ends in the length direction of the shaft body. In addition, at one end in the longitudinal direction of the male screw portion, there is provided a threading groove for separating the male screw portion from the shaft main body by a rotation operation with the axial center of the male screw portion with respect to the shaft main body as a fulcrum. In addition, the shaft body is provided with rotation preventing means for preventing rotation of the shaft body embedded in the concrete structure with the shaft center of the shaft body as a fulcrum.

請求項2に記載の発明は、請求項1に記載の型枠用セパレータにおいて、前記位置決め部材装填部に対する前記位置決め部材の装填位置を規制するための位置規制手段が設けられていることを特徴とする。   According to a second aspect of the present invention, in the formwork separator according to the first aspect, a position restricting means for restricting a loading position of the positioning member with respect to the positioning member loading portion is provided. To do.

請求項3に記載の発明は、請求項1または2に記載の前記位置決め部材がモルタルを圧縮処理して形成されたブロック体から構成され、このブロック体には、前記軸体の挿通孔が設けられていることを特徴とする。   According to a third aspect of the present invention, the positioning member according to the first or second aspect includes a block body formed by compressing mortar, and the block body is provided with an insertion hole for the shaft body. It is characterized by being.

請求項4に記載の発明は、請求項1に記載の前記位置決め部材が、軸体が挿通可能な筒部と、この筒部の一端から径方向外方に突出するフランジ部とから構成され、前記筒部を前記軸体の前記装填部に固着していることを特徴とする。   Invention of Claim 4 is comprised from the cylinder part in which the said positioning member of Claim 1 can penetrate a shaft body, and the flange part which protrudes radially outward from the end of this cylinder part, The cylindrical portion is fixed to the loading portion of the shaft body.

請求項1に記載の発明によれば、型枠セパレータを用いてコンクリート製構造物を形成した後、雄ねじ部を工具によりその軸芯を支点にして回転させるだけで、雄ねじ部分を軸本体から切り離すことが出来るので、従来のように位置決め部材に上下方向への揺動を許容する内部空間を設けずとも雄ねじ部分を軸本体から容易に切り離すことが出来、従って完成したコンクリート製構造物の外側面に生じる窪みも小さく出来、それだけ、コンクリート製構造物の外側面の補修に手間を要しない。   According to the first aspect of the present invention, after the concrete structure is formed by using the mold separator, the male screw portion is separated from the shaft main body only by rotating the male screw portion with its axis as a fulcrum using a tool. Therefore, it is possible to easily separate the male screw part from the shaft body without providing an internal space allowing the vertical swinging of the positioning member as in the prior art, and thus the outer surface of the completed concrete structure. The pits that occur in the wall can be made smaller, so that much effort is not required to repair the outer surface of the concrete structure.

請求項2に記載の発明よれば、請求項1に記載の発明の効果に加えて、位置規制手段により位置決め部材の装填位置が正確に規制されるので、一対の型枠間の間隔をよりいっそう確実に維持することが出来る。   According to the invention described in claim 2, in addition to the effect of the invention described in claim 1, since the loading position of the positioning member is accurately regulated by the position regulating means, the distance between the pair of molds is further increased. It can be reliably maintained.

請求項3に記載の発明によれば、請求項1または2に記載の発明の効果に加えて、位置決め部材がセメント材料を圧縮処理して形成されたブロック体から構成されていることから,完成したコンクリート製構造物にこのブロック体を埋め込まれたままにして、その一端がコンクリート製構造物の外面に露出しても違和感を与えることがないし、ブロック体がコンクリート製構造物と相性よく一体化するので、コンクリート製構造物の外面の強度も十分確保出来る。   According to the invention described in claim 3, in addition to the effect of the invention described in claim 1 or 2, the positioning member is composed of a block body formed by compressing a cement material. Even if one end of the block body is left exposed to the outer surface of the concrete structure, the block body is integrated well with the concrete structure. Therefore, sufficient strength of the outer surface of the concrete structure can be secured.

請求項4に記載の発明によれば、請求項1に記載の発明の効果に加えて、コンクリート構造物の外側面に生じる位置規制手段の除去後の痕が非常に浅いものとなるので、この痕がコンクリート製構造物の外側面に露出しても違和感を与えることが少ない。     According to the invention of the fourth aspect, in addition to the effect of the invention of the first aspect, the trace after the removal of the position restricting means generated on the outer surface of the concrete structure becomes very shallow. Even if the marks are exposed on the outer surface of the concrete structure, it is unlikely to give a sense of discomfort.

本発明にかかる型枠用セパレータの一実施形態を示す分解斜視図。The disassembled perspective view which shows one Embodiment of the separator for formwork concerning this invention. 図1に示す型枠用セパレータを型枠間に組みつけた状態の説明図。Explanatory drawing of the state which assembled | attached the separator for mold forms shown in FIG. 1 between mold forms. 図1に示す型枠用セパレータの雄ねじ部を回転させる状態を示す要部の断面図。Sectional drawing of the principal part which shows the state which rotates the external thread part of the separator for formwork shown in FIG. 図1に示す型枠用セパレータの雄ねじ部を取り外した状態を示す要部の断面図。Sectional drawing of the principal part which shows the state which removed the external thread part of the separator for mold forms shown in FIG. 図1に示す型枠用セパレータにより完成したコンクリート構造物の要部の断面図。Sectional drawing of the principal part of the concrete structure completed with the separator for formwork shown in FIG. 本発明にかかる型枠用セパレータの第2の実施形態を示す一部省略正面図。The partially omitted front view showing a second embodiment of the separator for formwork according to the present invention. 同、型枠用セパレータを構成する位置決め部材の斜視図。The perspective view of the positioning member which comprises the separator for mold forms similarly. 図6に示す型枠用セパレータを型枠間に組みつけた状態の説明図。Explanatory drawing of the state which assembled | attached the separator for mold forms shown in FIG. 6 between the mold forms. 図6に示す型枠用セパレータの雄ねじ部を回転させる状態を示す要部の断面図。Sectional drawing of the principal part which shows the state which rotates the external thread part of the separator for mold forms shown in FIG. 図6に示す型枠用セパレータの雄ねじ部を取り外した状態を示す要部の断面図。Sectional drawing of the principal part which shows the state which removed the external thread part of the separator for formwork shown in FIG. 図6に示す型枠用セパレータにより完成したコンクリート構造物の要部の断面図。Sectional drawing of the principal part of the concrete structure completed with the separator for formwork shown in FIG. 本発明にかかる型枠用セパレータの第3の実施形態を示す一部省略正面図。The partially omitted front view showing a third embodiment of the separator for formwork according to the present invention. 図12に示す型枠用セパレータの雄ねじ部を回転させて取り外した状態を示す要部の断面図。Sectional drawing of the principal part which shows the state which rotated and removed the external thread part of the separator for formwork shown in FIG. 図12に示す型枠用セパレータにより完成したコンクリート構造物の要部の断面図。Sectional drawing of the principal part of the concrete structure completed with the separator for formwork shown in FIG. 従来の型枠用セパレータを示す一部省略正面図。The partially abbreviated front view showing a conventional separator for formwork.

以下、本発明にかかる型枠用セパレータの一実施形態について詳細に説明する。   Hereinafter, one embodiment of the separator for formwork concerning the present invention is described in detail.

先ず図1は、本発明にかかる型枠用セパレータの一実施形態を示す分解斜視図、
図2は、図1に示す型枠用セパレータを型枠間に組みつけた状態の説明図、
図3は、図1に示す型枠用セパレータの雄ねじ部を回転させる状態を示す要部の断面図、
図4は、図1に示す型枠用セパレータの雄ねじ部を取り外した状態を示す要部の断面図、
図5は、図1に示す型枠用セパレータにより完成したコンクリート構造物の要部の断面図である。
First, FIG. 1 is an exploded perspective view showing an embodiment of a separator for formwork according to the present invention,
FIG. 2 is an explanatory diagram of a state in which the mold separator shown in FIG.
FIG. 3 is a cross-sectional view of the main part showing a state in which the male screw part of the formwork separator shown in FIG. 1 is rotated;
4 is a cross-sectional view of the main part showing a state where the male screw part of the formwork separator shown in FIG. 1 is removed;
FIG. 5 is a cross-sectional view of a main part of a concrete structure completed by the formwork separator shown in FIG.

以上の図1〜図5において、符号1で示す型枠用セパレータは、基本的には、軸体2と、この軸体2の長さ方向両端部にそれぞれ装着される位置決め部材3と、位置決め部材3が軸体2から抜け外れるのを防止するための抜け止め部材4とから構成される。    In FIG. 1 to FIG. 5, the formwork separator denoted by reference numeral 1 basically includes a shaft body 2, positioning members 3 mounted at both ends in the length direction of the shaft body 2, and positioning. The member 3 includes a retaining member 4 for preventing the member 3 from coming off the shaft body 2.

軸体2は、ロッド状の軸本体21と、この軸本体21の長さ方向両端から軸方向に一体に延設されている雄ねじ部22とから成り、雄ねじ部22の長さ方向一端部には、位置決め部材3及び抜け止め部材4の装填部23と、この装填部23よりも軸本体21側に位置する捻じ切り溝24が設けられている。   The shaft body 2 includes a rod-shaped shaft main body 21 and a male screw portion 22 that is integrally extended in the axial direction from both ends in the length direction of the shaft main body 21. Are provided with a loading portion 23 for the positioning member 3 and the retaining member 4, and a twisted groove 24 positioned closer to the shaft body 21 than the loading portion 23.

この捻じ切り溝24は、断面V字状を呈し、軸本体21の外周全周に形成され、軸本体21に対する雄ねじ部22の軸心を支点とする回転操作により捻じ切られて、雄ねじ部22を軸本体21から切り離せるようにしている。   The twisted groove 24 has a V-shaped cross section, is formed on the entire outer periphery of the shaft main body 21, and is twisted by a rotation operation with the shaft center of the male screw portion 22 with respect to the shaft main body 21 as a fulcrum. Can be separated from the shaft main body 21.

また軸本体21における捻じ切り溝24よりも内方には、軸本体21の軸心を支点としてコンクリート製構造物内に埋設された軸本体21の回転を阻止するための回転阻止手段としての一対の回転阻止片25が径方外方に向けて延設されている。   Further, a pair of rotation prevention means for preventing rotation of the shaft body 21 embedded in the concrete structure with the shaft center of the shaft body 21 as a fulcrum, inward of the twisted groove 24 in the shaft body 21. The rotation prevention piece 25 is extended outward in the radial direction.

この回転阻止片25は、特許請求範囲に記載の位置規制手段としての役割・機能をも兼ね備えている。   The rotation blocking piece 25 also has a role / function as a position restricting means described in the claims.

尚、位置規制手段を装填部23に別途設けてもよい。   In addition, you may provide a position control means in the loading part 23 separately.

即ち、前記装填部23に装填される位置決め部材3の軸方向一端を前記した回転阻止片25の端縁で受け止めて、装填部23に対する位置決め部材3の装填位置を所定位置に規制するようにしている。   That is, one end in the axial direction of the positioning member 3 loaded in the loading unit 23 is received by the end edge of the rotation preventing piece 25, and the loading position of the positioning member 3 with respect to the loading unit 23 is restricted to a predetermined position. Yes.

位置決め部材3は、基本的にはモルタルを圧縮処理して形成された略円柱状のブロック体31から構成され、このブロック体31の軸芯部には、軸体2が挿通可能な貫通孔32が開設されている。   The positioning member 3 is basically composed of a substantially cylindrical block body 31 formed by compressing mortar, and a through-hole 32 through which the shaft body 2 can be inserted into the shaft core portion of the block body 31. Has been established.

この貫通孔32の内径は、軸体2の外径よりもわずかに大きくしている。   The inner diameter of the through hole 32 is slightly larger than the outer diameter of the shaft body 2.

またブロック体31の軸方向一端面の中央には、金属から形成されたリング状の座金33が埋設されている。   A ring-shaped washer 33 made of metal is embedded in the center of one end surface of the block body 31 in the axial direction.

この座金33は、回転阻止片25への接触時に位置決め部材3が損傷するのを防止するためのものである。   The washer 33 is for preventing the positioning member 3 from being damaged when contacting the rotation preventing piece 25.

抜け止め部材4は、プラスチック材料から円筒状に形成された抜け止め筒41を備え、この抜け止め筒41には、長さ方向全長に渡って延びるスリット42が設けられるとともに、外周面には径方向外方に延びる一対の抜け止め片43が一体に突設されている。   The retaining member 4 includes a retaining tube 41 formed in a cylindrical shape from a plastic material. The retaining tube 41 is provided with a slit 42 extending over the entire length in the length direction, and has a diameter on the outer peripheral surface. A pair of retaining pieces 43 extending outward in the direction are integrally projected.

尚、この抜け止め部材4は、例えば金属製のバネ板から形成してもよい。   The retaining member 4 may be formed from a metal spring plate, for example.

以上の構成から成る型枠用セパレータ1は、位置決め部材3を軸体2の長さ方向両端部にそれぞれ挿通した後、抜け止め部材4をさらに軸体2の長さ方向両端部に挿通して、これら位置決め部材3及び抜け止め部材4を軸体2の装填部23に装填することで、位置決め部材3が軸体2から不用意に抜け外れるのを阻止しておく。   In the mold separator 1 having the above configuration, the positioning member 3 is inserted into both end portions in the length direction of the shaft body 2, and then the retaining member 4 is further inserted into both end portions in the length direction of the shaft body 2. The positioning member 3 and the retaining member 4 are loaded into the loading portion 23 of the shaft body 2 to prevent the positioning member 3 from being accidentally detached from the shaft body 2.

以上の型枠用セパレータ1を一対の型枠5a・5b間にセッティングするには、図2に示すように、型枠5a・5bに設けられた貫通孔51に軸体2の雄ねじ部22を通して、雄ねじ部22を型枠5a・5b外に突出させるとともに、この雄ねじ部22に型枠締付け体6を螺締すれば、位置決め部材3を構成するブロック体31の軸方向一端が座金33を介して回転阻止片25の端縁で受け止められるとともに、ブロック体31の軸方向他端面が型枠5の内側面に当接し、これに伴い、位置決め部材3の装填位置が所定位置に規制されて、型枠5a・5bの間隔が一定に保持されるのである。   In order to set the above-mentioned mold separator 1 between the pair of molds 5a and 5b, as shown in FIG. 2, the male screw part 22 of the shaft body 2 is passed through the through hole 51 provided in the molds 5a and 5b. When the male screw portion 22 is protruded out of the molds 5a and 5b and the mold fastening body 6 is screwed to the male screw portion 22, one end in the axial direction of the block body 31 constituting the positioning member 3 is interposed via the washer 33. The other end surface in the axial direction of the block body 31 abuts on the inner surface of the mold 5 and the loading position of the positioning member 3 is restricted to a predetermined position. The distance between the molds 5a and 5b is kept constant.

一方、型枠5a・5b間にコンクリート製構造物7が形成されたならば、先ず型枠締付け体6を雄ねじ部22から取り外して、型枠5a・5bをコンクリート製構造物7から取り外す。   On the other hand, if the concrete structure 7 is formed between the molds 5a and 5b, the mold fastening body 6 is first removed from the male screw portion 22, and the molds 5a and 5b are removed from the concrete structure 7.

続いて雄ねじ部22を挟持可能な挟持部が備えられた例えばスパナなどの工具を用い、この工具により、雄ねじ部22を挟持してこの雄ねじ部22をその軸芯を支点にして強制的に回転させるのであり、コンクリート製構造物7に埋設されている軸本体21は、回転阻止片25により回転不能であるので、雄ねじ部22が装填部23とともに軸本体21に対してその軸芯を支点にして図3において矢印Xで示すように回転し、この雄ねじ部22の回転により、捻じ切り溝24部分で捻じ切られて、図4に示すように、雄ねじ部22と装填部23が軸本体21から切り離されるのである。   Subsequently, using a tool such as a spanner provided with a clamping part capable of clamping the male threaded part 22, the male threaded part 22 is clamped by this tool and the male threaded part 22 is forcibly rotated around its axis. Since the shaft main body 21 embedded in the concrete structure 7 cannot be rotated by the rotation preventing piece 25, the male screw portion 22 and the loading portion 23 serve as a fulcrum with respect to the shaft main body 21. 3 and is rotated by the threaded groove 24 by the rotation of the male threaded portion 22, so that the male threaded portion 22 and the loading portion 23 are connected to the shaft body 21 as shown in FIG. It is separated from.

ところで、型枠5a・5bの取り外しに伴い、ブロック体31は、コンクリート製構造物7に埋め込まれたままとなるが、このブロック体7はモルタルを圧縮処理して形成されたものであることから、図5に示すようにその一端がコンクリート製構造物7の外面に露出しても違和感を与えることがないし、またブロック体31がコンクリート製構造物7と相性よく一体化するので、コンクリート製構造物7の外面の強度も十分確保することが出来る。   By the way, with the removal of the molds 5a and 5b, the block body 31 remains embedded in the concrete structure 7, but this block body 7 is formed by compressing mortar. As shown in FIG. 5, even if one end of the block is exposed to the outer surface of the concrete structure 7, there is no sense of incongruity, and the block body 31 is integrated with the concrete structure 7 with good compatibility. The strength of the outer surface of the object 7 can be sufficiently secured.

尚、雄ねじ部22及び装填部23の取り外し後、ブロック体31の貫通孔32にモルタルボンドやコーキング剤を充填するか、あるいは図5に示すように、例えばプラスチック製の詰め栓Pを圧入して、貫通孔32を埋めるのが好ましい。   After removing the male screw portion 22 and the loading portion 23, the through hole 32 of the block body 31 is filled with mortar bond or a caulking agent, or, as shown in FIG. The through hole 32 is preferably filled.

次に本発明にかかる型枠用セパレータの第2の実施形態を図6〜図11に基づいて説明する。   Next, a second embodiment of the separator for formwork according to the present invention will be described with reference to FIGS.

先ず図6は、本発明にかかる型枠用セパレータの第2の実施形態を示す正面図、
図7は、同、型枠用セパレータを構成する位置決め部材の斜視図、
図8は、図6に示す型枠用セパレータを型枠間に組みつけた状態の説明図、
図9は、図6に示す型枠用セパレータの雄ねじ部を回転させる状態を示す要部の断面図、
図10は、図6に示す型枠用セパレータの雄ねじ部を取り外した状態を示す要部の断面図、
図11は、図6に示す型枠用セパレータにより完成したコンクリート構造物の要部の断面図である。
First, FIG. 6 is a front view showing a second embodiment of the separator for formwork according to the present invention,
FIG. 7 is a perspective view of a positioning member that constitutes the mold separator,
FIG. 8 is an explanatory diagram of a state in which the mold separator shown in FIG.
FIG. 9 is a cross-sectional view of the main part showing a state in which the male thread part of the mold separator shown in FIG. 6 is rotated;
FIG. 10 is a cross-sectional view of the main part showing a state where the male screw part of the formwork separator shown in FIG. 6 is removed;
FIG. 11 is a cross-sectional view of a main part of a concrete structure completed by the formwork separator shown in FIG.

以上の図6から図11において符号10で示す型枠用セパレータは、基本的には、軸体20と、この軸体20の長さ方向両端部にそれぞれ装着される位置決め部材30とから構成される。   The formwork separator indicated by reference numeral 10 in FIGS. 6 to 11 is basically composed of a shaft body 20 and positioning members 30 mounted on both ends of the shaft body 20 in the length direction. The

軸体20は、ロッド状の軸本体210と、この軸本体210の長さ方向両端から軸方向に一体に延設されている雄ねじ部220とから成り、雄ねじ部220の長さ方向一端部には、位置決め部材30の装填部230と、この装填部230よりも軸本体21側に位置する捻じ切り溝240が設けられている。   The shaft body 20 includes a rod-shaped shaft main body 210 and a male screw portion 220 that is integrally extended in the axial direction from both ends in the length direction of the shaft main body 210. Are provided with a loading portion 230 of the positioning member 30 and a twisted groove 240 positioned closer to the shaft body 21 than the loading portion 230.

この捻じ切り溝240は、断面V字状を呈し、軸本体210の外周全周に形成され、軸本体210に対する雄ねじ部220の軸心を支点とする回転操作により捻じ切られて、雄ねじ部220を軸本体210から切り離せるようにしている。   The twist groove 240 has a V-shaped cross section, is formed on the entire outer periphery of the shaft main body 210, and is twisted by a rotation operation with the shaft center of the male screw portion 220 relative to the shaft main body 210 as a fulcrum. Can be separated from the shaft main body 210.

また軸本体210における捻じ切り溝240よりも内方には、軸本体210の軸心を支点としてコンクリート製構造物内に埋設された軸本体210の回転を阻止するための回転阻止手段としての回転阻止片250が径方外方に向けて延設されている。   Further, in the shaft body 210 inward of the twisting groove 240, rotation as a rotation preventing means for preventing rotation of the shaft body 210 embedded in the concrete structure with the shaft center of the shaft body 210 as a fulcrum. A blocking piece 250 extends outward in the radial direction.

また雄ねじ部220と装填部230の境界には、径方向外方に突出する一対の突片からなる回転操作部260が設けられている。   In addition, a rotation operation unit 260 including a pair of projecting pieces projecting radially outward is provided at the boundary between the male screw unit 220 and the loading unit 230.

位置決め部材30は、基本的には軸体210に挿通可能な筒状体310と、この筒状体310の一端外周から径方向外方に延びる円盤状の位置決めフランジ320とから構成されている。   The positioning member 30 basically includes a cylindrical body 310 that can be inserted into the shaft body 210, and a disk-shaped positioning flange 320 that extends radially outward from the outer periphery of one end of the cylindrical body 310.

そしてこの位置決め部材30では、筒状体310に回転操作部260が通過可能なスリット330を、また位置決めフランジ320の内周縁には同じく回転操作部260が通過可能な凹溝340をそれぞれ形成している。   In the positioning member 30, a slit 330 through which the rotation operation unit 260 can pass is formed in the cylindrical body 310, and a concave groove 340 through which the rotation operation unit 260 can also pass is formed in the inner peripheral edge of the positioning flange 320. Yes.

以上の構成から成る型枠用セパレータ10は、位置決め部材30を軸体20の雄ねじ部220に挿通して、スリット330及び凹溝340を介して回転操作部260を通過させた後、位置決め部材30の筒状体310を装填部230にスポット溶接して、位置決め部材30を軸体20の所定位置に固着している。   The formwork separator 10 having the above-described configuration is configured such that the positioning member 30 is inserted through the male screw portion 220 of the shaft body 20 and passed through the rotation operation portion 260 through the slit 330 and the concave groove 340, and then the positioning member 30. The cylindrical body 310 is spot welded to the loading portion 230, and the positioning member 30 is fixed to a predetermined position of the shaft body 20.

以上の型枠用セパレータ10を一対の型枠5a・5bにセッティングするには、位置決め部材30を構成する位置決めフランジ320の外側面を型枠5a・5bの内側面に当接させるとともに、型枠5a・5bに設けられた貫通孔51に軸体20の雄ねじ部220を通して、この雄ねじ部220を型枠5a・5bの外に突出させる。   In order to set the above-mentioned mold separator 10 to the pair of molds 5a and 5b, the outer surface of the positioning flange 320 constituting the positioning member 30 is brought into contact with the inner surface of the molds 5a and 5b, and the mold The male screw part 220 of the shaft body 20 is passed through the through-hole 51 provided in 5a and 5b, and the male screw part 220 is projected out of the molds 5a and 5b.

そしてこの雄ねじ部220に型枠締付け体6を螺締すれば、位置決め部材3を介して型枠5a・5bの間隔を一定に保持することができる。   When the mold fastening body 6 is screwed to the male screw portion 220, the distance between the molds 5a and 5b can be kept constant via the positioning member 3.

一方、型枠5a・5b間にコンクリート製構造物7が形成されたならば、先ず型枠締付け体6を雄ねじ部220から取り外して、型枠5a・5bをコンクリート製構造物7から取り外した後、回転操作部260を挟持する挟持部を備えた工具を用い、この工具の挟持部で回転操作部260を挟持した状態から雄ねじ部220をその軸芯を支点にして回転させるのであり、コンクリート製構造物7に埋設されている軸本体210は、回転阻止片250により回転不能であるので、雄ねじ部220及び装填部230が位置決め部材30とともにその軸芯を支点にして図9において矢印Xで示すように回転して、捻じ切り溝240部分で捻じ切られて、図10に示すように、雄ねじ部220と装填部230が位置決め部材30とともに軸本体210から切り離されるのである。   On the other hand, if the concrete structure 7 is formed between the molds 5a and 5b, the mold fastening body 6 is first removed from the male screw portion 220, and the molds 5a and 5b are removed from the concrete structure 7. Then, using a tool provided with a clamping part for clamping the rotation operation part 260, the male screw part 220 is rotated with its axis as a fulcrum from the state where the rotation operation part 260 is clamped by the clamping part of the tool. Since the shaft main body 210 embedded in the structure 7 cannot be rotated by the rotation preventing piece 250, the male screw portion 220 and the loading portion 230 together with the positioning member 30 are indicated by arrows X in FIG. 10, the threaded portion 240 is twisted and the male threaded portion 220 and the loading portion 230 are moved together with the positioning member 30 as shown in FIG. It is cut off.

ところで、位置決め部材30の取り外しによりコンクリート製構造物7の外側面には、位置決めフランジ320が抜け外れた円盤状の溝71が生じるが、この溝71は、図11に示すように、円盤状の非常に浅いものであるので、この溝71がコンクリート製構造物7の外側面に露出しても違和感を与えることが少ない。   By the way, the disk-shaped groove 71 from which the positioning flange 320 is removed is formed on the outer surface of the concrete structure 7 by the removal of the positioning member 30, and this groove 71 is formed in a disk-like shape as shown in FIG. Since it is very shallow, even if the groove 71 is exposed on the outer surface of the concrete structure 7, it is unlikely to give a sense of incongruity.

尚、コンクリート製構造物7からの軸体20の装填部230の取り外しによりコンクリート製構造物7に生じる小径の深穴72には、モルタルボンドやコーキング剤を充填するか、あるいは、図11に示すように、例えばプラスチック製の詰め栓Pを圧入して、この深穴72を埋めるのが好ましい。   In addition, the mortar bond or the caulking agent is filled in the small-diameter deep hole 72 generated in the concrete structure 7 by removing the loading portion 230 of the shaft body 20 from the concrete structure 7, or as shown in FIG. Thus, for example, it is preferable that the deep hole 72 is filled by press-fitting a plastic plug P.

更に本発明にかかる型枠用セパレータの第3の実施形態を図12〜図14に基づいて説明する。   Furthermore, a third embodiment of the separator for formwork according to the present invention will be described with reference to FIGS.

先ず図12は、本発明にかかる型枠用セパレータの第3の実施形態を示す正面図、
図13は、図12に示す型枠用セパレータの雄ねじ部を回転させて取り外した状態を示す要部の断面図、図14は、図12に示す型枠用セパレータにより完成したコンクリート構造物の要部の断面図である。
First, FIG. 12 is a front view showing a third embodiment of a separator for formwork according to the present invention,
13 is a cross-sectional view of the main part showing a state where the male thread portion of the mold separator shown in FIG. 12 is rotated and removed, and FIG. 14 is an essential part of the concrete structure completed by the mold separator shown in FIG. It is sectional drawing of a part.

以上の図12から図14において符号100で示す型枠用セパレータは、基本的には、軸体200と、この軸体200の長さ方向両端部にそれぞれ装着される位置決め部材300とから構成される。   12 to 14 is basically composed of a shaft body 200 and positioning members 300 respectively attached to both ends of the shaft body 200 in the length direction. The

軸体200は、ロッド状の軸本体211と、この軸本体211の長さ方向両端から軸方向に一体に延設されている雄ねじ部221とから成り、雄ねじ部21の長さ方向一端部には、位置決め部材300の装填部231と、この装填部231よりも軸本体211側に位置する捻じ切り溝241と、この捻じ切り溝241に隣接する係合フランジ242が設けられている。   The shaft body 200 includes a rod-shaped shaft main body 211 and a male screw portion 221 that is integrally extended in the axial direction from both ends in the length direction of the shaft main body 211. Are provided with a loading portion 231 of the positioning member 300, a twisted groove 241 positioned closer to the shaft body 211 than the loaded portion 231, and an engagement flange 242 adjacent to the twisted groove 241.

この捻じ切り溝241は、断面V字状を呈し、軸本体211の外周全周に形成され、軸本体211に対する雄ねじ部221の軸心を支点とする回転操作により捻じ切られて、雄ねじ部221を軸本体211から切り離せるようにしている。   The twisted groove 241 has a V-shaped cross section, is formed on the entire outer periphery of the shaft main body 211, and is twisted off by a rotation operation with the shaft center of the male screw portion 221 with respect to the shaft main body 211 as a fulcrum. Can be separated from the shaft main body 211.

また軸本体211における捻じ切り溝241よりも内方には、軸本体211の軸心を支点としてコンクリート製構造物内に埋設された軸本体211の回転を阻止するための回転阻止手段としての回転阻止片251が径方外方に向けて延設されている。   Further, inwardly of the twisted groove 241 in the shaft main body 211, rotation as a rotation preventing means for preventing rotation of the shaft main body 211 embedded in the concrete structure with the shaft center of the shaft main body 211 as a fulcrum. A blocking piece 251 is extended radially outward.

位置決め部材300は、円錐台状の大径筒部311a及び小径筒部311bが同軸上に形成された段付きの筒状体311から構成されている。   The positioning member 300 includes a stepped cylindrical body 311 in which a truncated cone-shaped large-diameter cylindrical portion 311a and a small-diameter cylindrical portion 311b are coaxially formed.

この位置決め部材300は、プラスチック材から形成され、前記した軸体211に挿通可能である。   The positioning member 300 is made of a plastic material and can be inserted through the shaft body 211 described above.

以上の構成から成る型枠用セパレータ100は、位置決め部材300を軸体200の雄ねじ部221に挿通して、軸体200の装填部231に装填しておく。   In the formwork separator 100 having the above configuration, the positioning member 300 is inserted into the male screw portion 221 of the shaft body 200 and loaded into the loading portion 231 of the shaft body 200.

そして、以上の型枠用セパレータ100を一対の型枠5a・5bにセッティングするには、位置決め部材300の外側面を型枠5a・5bの内側面に当接させるとともに、型枠5a・5bに設けられた貫通孔51に軸体20の雄ねじ部221を通して、この雄ねじ部221を型枠5a・5bの外に突出させ、この雄ねじ部221に型枠締付け体6を螺締する。   In order to set the above-described mold separator 100 to the pair of molds 5a and 5b, the outer surface of the positioning member 300 is brought into contact with the inner surfaces of the molds 5a and 5b, and the molds 5a and 5b are brought into contact with each other. The male screw portion 221 of the shaft body 20 is passed through the provided through-hole 51 to project the male screw portion 221 out of the mold frames 5 a and 5 b, and the mold frame tightening body 6 is screwed to the male screw portion 221.

これにより、位置決め部材300を構成する筒状体311の軸方向一端が係合フランジ242で受け止められるとともに、筒状体311の軸方向他端面が型枠5の内側面に当接し、これに伴い、位置決め部材300の装填位置が所定位置に規制されて、型枠5a・5bの間隔が一定に保持される。   As a result, one end in the axial direction of the cylindrical body 311 constituting the positioning member 300 is received by the engagement flange 242 and the other end surface in the axial direction of the cylindrical body 311 contacts the inner side surface of the mold 5. The loading position of the positioning member 300 is restricted to a predetermined position, and the interval between the molds 5a and 5b is kept constant.

一方、型枠5a・5b間にコンクリート製構造物7が形成されたならば、先ず型枠締付け体6を雄ねじ部221から取り外して、型枠5a・5bをコンクリート製構造物7から取り外す。   On the other hand, if the concrete structure 7 is formed between the molds 5a and 5b, the mold fastening body 6 is first removed from the male screw portion 221 and the molds 5a and 5b are removed from the concrete structure 7.

続いて、例えばスパナなどの工具により、雄ねじ部221を挟持してこの雄ねじ部221をその軸芯を支点にして強制的に回転させるのであり、コンクリート製構造物7に埋設されている軸本体211は、回転阻止片251により回転不能であるので、雄ねじ部221が装填部231とともに軸本体211に対しその軸芯を支点にして回転し、この雄ねじ部221の回転により、捻じ切り溝241部分で捻じ切られて、図13に示すように、雄ねじ部221と装填部231が、位置決め部材300とともに軸本体211から切り離されるのである。   Subsequently, the male threaded portion 221 is sandwiched by a tool such as a spanner and the male threaded portion 221 is forcibly rotated with the shaft core as a fulcrum, and the shaft main body 211 embedded in the concrete structure 7 is used. Since the rotation preventing piece 251 is not rotatable, the male screw portion 221 rotates together with the loading portion 231 with respect to the shaft main body 211 as a fulcrum, and the rotation of the male screw portion 221 causes the threaded groove 241 portion to rotate. As shown in FIG. 13, the external thread portion 221 and the loading portion 231 are separated from the shaft main body 211 together with the positioning member 300.

ところで、位置決め部材30の取り外しによりコンクリート製構造物7の外側面には、位置決め部材300の抜け外れにより溝711が生じるが、この溝711は、モルタルボンドやコーキング剤を充填した上で、図14に示すように、例えばコンクリート製の詰め栓Qを圧入して、溝711を埋めればよい。   By the way, the groove 711 is formed on the outer surface of the concrete structure 7 by the removal of the positioning member 30 due to the detachment of the positioning member 300. The groove 711 is filled with mortar bond or a caulking agent. As shown in FIG. 5, for example, a concrete plug Q may be press-fitted to fill the groove 711.

以上の各実施形態では、回転阻止片25・250を軸本体21・210の長さ方向両端部に設けたが、長さ方向中間部に設けてもよい。   In each of the embodiments described above, the rotation prevention pieces 25 and 250 are provided at both ends in the length direction of the shaft main bodies 21 and 210, but may be provided at intermediate portions in the length direction.

1・10・100 型枠用セパレータ
2・20・200 軸体
22・220・221 雄ねじ部
25・250・251 回転阻止片
24・240・241 捻じ切り溝
3・30・300 位置決め部材
32 貫通孔
4 抜け止め部材
5a・5b 型枠
6 型枠締付け体
7 コンクリート製構造物
1, 10, 100 Formwork separator 2, 20, 200 Shaft body 22, 220, 221 Male thread part 25, 250, 251 Rotation prevention piece 24, 240, 241 Threaded groove 3, 30, 300 Positioning member 32 Through hole 4 Retaining members 5a and 5b Formwork 6 Formwork fastening body 7 Concrete structure

Claims (4)

軸本体の長さ方向両端に雄ねじ部を備えた軸体と、この軸体の長さ方向両端部にそれぞれ装着される位置決め部材とからなる型枠用セパレータであって、前記雄ねじ部の長さ方向一端部には、前記位置決め部材装填部と、軸本体に対する雄ねじ部の軸心を支点とする回転操作により雄ねじ部を軸本体から切り離すための捻じ切り溝が設けられるとともに、前記軸本体には、この軸本体の軸心を支点としてコンクリート製構造物内に埋設された軸本体の回転を阻止するための回転阻止手段が設けられていることを特徴とする型枠用セパレータ。   A separator for a formwork comprising a shaft body provided with male threaded portions at both ends in the length direction of the shaft body, and positioning members respectively mounted at both lengthwise ends of the shaft body, wherein the length of the male threaded portion One end of the direction is provided with a threading groove for separating the male screw portion from the shaft body by a rotation operation with the positioning member loading portion and the shaft center of the male screw portion with respect to the shaft body as a fulcrum. A mold separator comprising a rotation prevention means for preventing rotation of the shaft body embedded in the concrete structure with the shaft center of the shaft body as a fulcrum. 前記位置決め部材装填部に対する前記位置決め部材の装填位置を規制するための位置規制手段が設けられていることを特徴とする請求項1に記載の型枠用セパレータ。   The formwork separator according to claim 1, further comprising a position restricting means for restricting a loading position of the positioning member with respect to the positioning member loading portion. 前記位置決め部材がモルタルを圧縮処理して形成されたブロック体から構成され、このブロック体には、前記軸体の挿通孔が設けられていることを特徴とする請求項1または2に記載の型枠用セパレータ。   The mold according to claim 1 or 2, wherein the positioning member includes a block body formed by compressing mortar, and the block body is provided with an insertion hole for the shaft body. Frame separator. 前記位置決め部材が、軸体が挿通可能な筒部と、この筒部の一端から径方向外方に突出するフランジ部とから構成され、前記筒部を前記軸体の前記装填部に固着していることを特徴とする請求項1に記載の型枠用セパレータ。   The positioning member includes a cylindrical portion through which the shaft body can be inserted, and a flange portion protruding radially outward from one end of the cylindrical portion, and the cylindrical portion is fixed to the loading portion of the shaft body. The separator for formwork according to claim 1, wherein:
JP2009096988A 2008-12-15 2009-04-13 Form separator Pending JP2010163857A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012031688A (en) * 2010-08-02 2012-02-16 Funaki Shoji Kk Spacing holding member, construction structure and construction method for concrete wall
JP2018015982A (en) * 2016-07-28 2018-02-01 株式会社京都スペーサー Method for producing block body for the positioning of separator for mold frame
CN109057341A (en) * 2018-11-01 2018-12-21 上海宝冶集团有限公司 A kind of method for blocking in Screw arbor with nut at both-ends hole
CN113638598A (en) * 2021-09-14 2021-11-12 浙江大学 Anti-radiation concrete opposite-pulling bolt with reserved labyrinth-type holes and construction method

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Publication number Priority date Publication date Assignee Title
JPH03111744A (en) * 1989-09-26 1991-05-13 Fujitsu Ltd Method and apparatus for detecting leaking light
JPH0649989A (en) * 1990-12-20 1994-02-22 Okabe Co Ltd Separator and supporter for formwork
JPH07217207A (en) * 1994-01-28 1995-08-15 Kyoto Supeesaa:Kk Form seat of separator, separator for form, fastener of form, treating member of separator hole, and method thereof
JPH09217485A (en) * 1996-02-09 1997-08-19 Ube House Kogyo Kk Form supporting fixture

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03111744A (en) * 1989-09-26 1991-05-13 Fujitsu Ltd Method and apparatus for detecting leaking light
JPH0649989A (en) * 1990-12-20 1994-02-22 Okabe Co Ltd Separator and supporter for formwork
JPH07217207A (en) * 1994-01-28 1995-08-15 Kyoto Supeesaa:Kk Form seat of separator, separator for form, fastener of form, treating member of separator hole, and method thereof
JPH09217485A (en) * 1996-02-09 1997-08-19 Ube House Kogyo Kk Form supporting fixture

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012031688A (en) * 2010-08-02 2012-02-16 Funaki Shoji Kk Spacing holding member, construction structure and construction method for concrete wall
JP2018015982A (en) * 2016-07-28 2018-02-01 株式会社京都スペーサー Method for producing block body for the positioning of separator for mold frame
CN109057341A (en) * 2018-11-01 2018-12-21 上海宝冶集团有限公司 A kind of method for blocking in Screw arbor with nut at both-ends hole
CN113638598A (en) * 2021-09-14 2021-11-12 浙江大学 Anti-radiation concrete opposite-pulling bolt with reserved labyrinth-type holes and construction method

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