JP6804003B1 - Formwork structure for concrete placement and central member for concrete placement - Google Patents

Formwork structure for concrete placement and central member for concrete placement Download PDF

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JP6804003B1
JP6804003B1 JP2020106631A JP2020106631A JP6804003B1 JP 6804003 B1 JP6804003 B1 JP 6804003B1 JP 2020106631 A JP2020106631 A JP 2020106631A JP 2020106631 A JP2020106631 A JP 2020106631A JP 6804003 B1 JP6804003 B1 JP 6804003B1
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田口敦也
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田口 敦也
田口 敦也
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【課題】相対向する第1型枠形成部材同士の間隔を規定する第1規定部材と、第1型枠形成部材に直交する第2型枠形成部材との間隔を安定した状態で規定する。【解決手段】相対向する第1型枠形成部材1と、これらに直交する第2型枠形成部材2とを有するコンクリート打設用型枠3と、第1型枠形成部材1同士の間隔W1を規定する第1規定部材10と、第1規定部材10と第2型枠形成部材2との間隔W2を規定する第2規定部材20とを備え、第1規定部材10は、第1型枠形成部材1に対し直交して配置され、両端部にネジ部が設けられるとともに、中央部に両端のネジ部と軸線14aが直交する中央ネジ部14が設けられ、両端部のネジ部の軸線13aと中央ネジ部14の軸線14aとが同一平面上で直交する中央部材15と、中央部材15の両端部のネジ部と結合する第1棒状ネジ部材11と、中央部材15の中央ネジ部14と結合する第2棒状ネジ部材22を備える。【選択図】図1PROBLEM TO BE SOLVED: To define a stable distance between a first defining member which defines a distance between first formwork forming members facing each other and a second formwork forming member orthogonal to the first formwork forming member. SOLUTION: A concrete casting formwork 3 having a first formwork forming member 1 facing each other and a second formwork forming member 2 orthogonal to these, and a distance W1 between the first formwork forming members 1 The first defining member 10 includes a first defining member 10 and a second defining member 20 that defines a distance W2 between the first defining member 10 and the second form forming member 2. The first defining member 10 is a first form. It is arranged orthogonal to the forming member 1, and screw portions are provided at both ends, and a central screw portion 14 is provided at the center portion where the screw portions at both ends and the axis line 14a are orthogonal to each other. The central member 15 in which the axis 14a of the central thread portion 14 is orthogonal to each other on the same plane, the first rod-shaped threaded member 11 that connects to the threaded portions at both ends of the central member 15, and the central threaded portion 14 of the central member 15. A second rod-shaped screw member 22 to be connected is provided. [Selection diagram] Fig. 1

Description

本発明は、コンクリート打設用型枠構造およびコンクリート打設用中央部材に関するものである。 The present invention relates to a concrete casting formwork structure and a concrete casting central member.

従来、例えば特許文献1の図2に見られるように、
平面視で、相対向して配置される第1型枠形成部材(100,100)と、この第1型枠形成部材(100,100)に直交する第2型枠形成部材(100)と有するコンクリート打設用型枠と、
このコンクリート打設用型枠内に設けられ、前記第1型枠形成部材(110,100)同士の間隔を規定する第1規定部材(21)と、この第1規定部材(21)と前記第2型枠形成部材(100)との間隔を規定する第2規定部材(22)と、
を備えた、コンクリート打設用型枠構造であって、
平面視で、前記第1規定部材(21)は、
前記第1型枠形成部材(100,100)同士の間において前記第1型枠形成部材(100,100)に対し直交して配置され、中央部(23)に中央ネジ部が設けられた中央部材(21)を備え、
平面視で、前記第2規定部材(22)は、
前記中央部材の中央ネジ部とネジ結合することで、中央部材と前記第2型枠形成部材との間隔を調整可能とする第2棒状ネジ部材を備えているコンクリート打設用型枠構造が知られている。
Conventionally, for example, as seen in FIG. 2 of Patent Document 1,
It has a first formwork forming member (100, 100) arranged to face each other in a plan view and a second formwork forming member (100) orthogonal to the first formwork forming member (100, 100). Formwork for concrete placement and
The first defining member (21) provided in the concrete casting formwork and defining the distance between the first formwork forming members (110, 100), the first defining member (21), and the first The second defining member (22), which defines the distance from the two formwork forming member (100),
It is a formwork structure for concrete placement equipped with
In a plan view, the first defining member (21) is
The first form-forming members (100, 100) are arranged orthogonal to the first form-forming member (100, 100), and a central screw portion is provided in the central portion (23). With the member (21)
In a plan view, the second defined member (22) is
The concrete casting formwork structure provided with the second rod-shaped screw member that makes it possible to adjust the distance between the central member and the second formwork forming member by screwing with the central screw portion of the central member is known. Has been done.

この特許文献1のコンクリート打設用型枠構造によれば、第1規定部材(21)および第2規定部材(22)によって、第1規定部材(21)と第2型枠形成部材(100)との間隔を規定することが可能かも知れない。 According to the concrete casting formwork structure of Patent Document 1, the first defining member (21) and the second defining member (22) are used to form the first defining member (21) and the second defining member (100). It may be possible to specify the interval with.

しかし、特許文献1には、その0040段落に、
「以上の様に構成された第2実施例は、平行に配置された型枠100、100の
間に、サポート部材本体21を挿入し、このサポート部材本体21の両端部に形
成された固定部材30のボルト部材33により、サポート部材本体21と型枠1
00、100とを固定する。」
と記載され、同0042段落に、
「また固定部材30のボルト部材33は、サポート部材本体21を貫通する構成
にすることもでき」
との記載はあるものの、サポート部材本体21と固定部材30との結合構造については記載されておらず、しかも、サポート部材本体21はサポート棒部材22側に開口した断面U字形の部材であるから(同文献0037段落および図2(b))、サポート部材本体21はサポート棒部材22の軸方向に移動するおそれがある。
However, in Patent Document 1, in paragraph 0040,
"In the second embodiment configured as described above, the support member main body 21 is inserted between the formwork 100 and 100 arranged in parallel, and the fixing members formed at both ends of the support member main body 21 are formed. The support member main body 21 and the formwork 1 are provided by the bolt member 33 of 30.
00 and 100 are fixed. "
Is stated in paragraph 0042,
"In addition, the bolt member 33 of the fixing member 30 may be configured to penetrate the support member main body 21."
However, the connecting structure between the support member main body 21 and the fixing member 30 is not described, and the support member main body 21 is a member having a U-shaped cross section that opens toward the support rod member 22 side. (Paragraph 0037 of the same document and FIG. 2B), the support member main body 21 may move in the axial direction of the support rod member 22.

したがって、第1規定部材(サポート部材本体21)と第2型枠形成部材(100)との間隔は不安定となるおそれがある。 Therefore, the distance between the first defined member (support member main body 21) and the second formwork forming member (100) may become unstable.

また、従来、例えば特許文献2の図2〜図4に見られるように、
平面視で、相対向して配置される第1型枠形成部材(12a、12b)と、この第1型枠形成部材(12a、12b)に直交する第2型枠形成部材(11)と有するコンクリート打設用型枠と、
このコンクリート打設用型枠内に設けられ、前記第1型枠形成部材(12a、12b)同士の間隔を規定する第1規定部材(第1セパレータ13)と、この第1規定部材(13)と前記第2型枠形成部材(11)との間隔を規定する第2規定部材(第2セパレータ14)と、
を備えた、コンクリート打設用型枠構造であって、
隣接して直交する二つの孔22,23(孔22はネジ穴、孔23は通し孔(バカ孔))が加工された金属ブロックにより構成されている支持金具21を備え、
第2規定部材(14)は、通し孔23に第1セパレータ13を通すことで第1セパレータ13上に支持された支持金具21のネジ穴22に一端をネジ結合させることで、支持金具21と前記第2型枠形成部材との間隔を調整可能としたコンクリート打設用型枠構造が知られている。
Further, conventionally, as seen in FIGS. 2 to 4 of Patent Document 2, for example,
It has a first formwork forming member (12a, 12b) arranged to face each other in a plan view and a second formwork forming member (11) orthogonal to the first formwork forming member (12a, 12b). Formwork for concrete placement and
A first defining member (first separator 13) provided in the concrete casting formwork and defining the distance between the first formwork forming members (12a, 12b) and the first defining member (13). And the second defining member (second separator 14) that defines the distance between the second formwork forming member (11) and the second formwork forming member (11).
It is a formwork structure for concrete placement equipped with
A support metal fitting 21 made of a metal block in which two adjacent and orthogonal holes 22 and 23 (hole 22 is a screw hole and hole 23 is a through hole (stupid hole)) is provided.
The second defined member (14) is connected to the support metal fitting 21 by screwing one end to the screw hole 22 of the support metal fitting 21 supported on the first separator 13 by passing the first separator 13 through the through hole 23. A formwork structure for placing concrete is known in which the distance from the second formwork forming member can be adjusted.

しかし、この特許文献2のものでは、支持金具21が第1セパレータ13上をスライド可能な上に、第2セパレータ14に作用する軸力(スラスト力あるいは引っ張り力)が、支持金具21を第1セパレータ13の軸線回りに回動させようとするモーメントを発生させる。 However, in the case of Patent Document 2, the support metal fitting 21 is slidable on the first separator 13, and the axial force (thrust force or tensile force) acting on the second separator 14 makes the support metal fitting 21 first. A moment is generated to rotate the separator 13 around the axis.

したがって、第1規定部材(第1セパレータ13)と第2型枠形成部材(11)との間隔は不安定となるおそれがある。 Therefore, the distance between the first defined member (first separator 13) and the second formwork forming member (11) may become unstable.

実開平6−14356号公報Jikkenhei 6-14356 Gazette 特開平8−53936号公報Japanese Unexamined Patent Publication No. 8-53936

本発明が解決しようとする課題は、相対向して配置される第1型枠形成部材同士の間隔を規定する第1規定部材と、第1型枠形成部材に直交する第2型枠形成部材との間隔を、安定した状態で規定することができるコンクリート打設用型枠構造およびコンクリート打設用中央部材を提供することである。 The problem to be solved by the present invention is a first defining member that defines the distance between the first form forming members arranged so as to face each other, and a second form forming member that is orthogonal to the first form forming member. It is an object of the present invention to provide a formwork structure for concrete placement and a central member for concrete placement, which can specify the interval between the two and the concrete in a stable state.

上記課題を解決するために本発明のコンクリート打設用型枠構造は、
平面視で、相対向して配置される第1型枠形成部材と、この第1型枠形成部材に直交する第2型枠形成部材と有するコンクリート打設用型枠と、
このコンクリート打設用型枠内に設けられ、前記第1型枠形成部材同士の間隔を規定する第1規定部材と、この第1規定部材と前記第2型枠形成部材との間隔を規定する第2規定部材と、
を備えた、コンクリート打設用型枠構造であって、
平面視で、前記第1規定部材は、
前記第1型枠形成部材同士の間において前記第1型枠形成部材に対し直交して配置され、両端部にネジ部が設けられるとともに、中央部に前記両端のネジ部と軸線が直交する中央ネジ部が設けられ、前記両端部のネジ部の軸線と前記中央ネジ部の軸線とが同一平面上で直交する、中央部材と、
この中央部材の両端部のネジ部のうち一方のネジ部とネジ結合することで、中央部材と一方の第1型枠形成部材との間隔を調整可能とする一方の第1棒状ネジ部材と、
前記中央部材の両端部のネジ部のうち他方のネジ部とネジ結合することで、中央部材と他方の第1型枠形成部材との間隔を調整可能とする他方の第1棒状ネジ部材と、
を備え、
平面視で、前記第2規定部材は、
前記中央部材の中央ネジ部とネジ結合することで、中央部材と前記第2型枠形成部材との間隔を調整可能とする第2棒状ネジ部材を備え
前記両端部のネジ部は筒状ナット形状であり、
前記両端部のネジ部)の軸線方向に関し、前記中央部材は第1型枠形成部材同士の間隔よりも短く、
前記第1棒状ネジ部材の第1型枠形成部材側の端部には、第1棒状ネジ部材と第1型枠形成部材とを接続する接続部材がネジ結合され、
前記中央部材の端部のネジ部と第1棒状ネジ部材とのネジ結合の長さは、第1棒状ネジ部材における中央部材の端部のネジ結合部および前記接続部材とのネジ結合部を除く部位の長さよりも長く、
前記中央部材の中央部は、前記両端部のネジ部の軸線を挟んで相対向する一対の平面部を有していることを特徴とする。
In order to solve the above problems, the formwork structure for concrete placement of the present invention
In a plan view, a first formwork forming member arranged to face each other, a second formwork forming member orthogonal to the first formworking member, and a concrete casting formwork having the same formwork.
The first defining member provided in the concrete casting formwork and defining the distance between the first formwork forming members and the distance between the first defining member and the second formwork forming member are defined. 2nd regulation member and
It is a formwork structure for concrete placement equipped with
In a plan view, the first defined member is
The first form-forming members are arranged orthogonal to the first form-forming member, and screw portions are provided at both ends, and the screw portions at both ends and the axis are orthogonal to each other at the center. A central member, which is provided with a threaded portion and whose axis of the threaded portion at both ends and the axis of the central threaded portion are orthogonal to each other on the same plane.
One first rod-shaped screw member that makes it possible to adjust the distance between the central member and one first formworking member by screw-coupling with one of the screw portions at both ends of the central member.
The other first rod-shaped screw member, which makes it possible to adjust the distance between the central member and the other first formwork forming member by screwing with the other screw portion of the screw portions at both ends of the central member.
With
In a plan view, the second defined member is
A second rod-shaped screw member is provided , which makes it possible to adjust the distance between the central member and the second formwork forming member by screwing with the central screw portion of the central member .
The threaded portions at both ends have a tubular nut shape.
With respect to the axial direction of the screw portions at both ends), the central member is shorter than the distance between the first form forming members.
A connecting member connecting the first rod-shaped screw member and the first formworking member is screwed to the end of the first rod-shaped screw member on the side of the first formworking member.
The length of the screw connection between the screw portion at the end of the central member and the first rod-shaped screw member excludes the screw joint at the end of the central member in the first rod-shaped screw member and the screw connection with the connection member. Longer than the length of the part,
The central portion of the central member is characterized by having a pair of flat portions facing each other with the axes of the screw portions at both ends thereof interposed therebetween .

このコンクリート打設用型枠構造によれば、
平面視で、第1型枠形成部材同士の間隔を規定する第1規定部材は、
第1型枠形成部材同士の間において第1型枠形成部材に対し直交して配置され、両端部にネジ部が設けられるとともに、中央部に前記両端のネジ部と軸線が直交する中央ネジ部が設けられ、前記両端部のネジ部の軸線と前記中央ネジ部の軸線とが同一平面上で直交する、中央部材と、
この中央部材の両端部のネジ部のうち一方のネジ部とネジ結合することで、中央部材と一方の第1型枠形成部材との間隔を調整可能とする一方の第1棒状ネジ部材と、
前記中央部材の両端部のネジ部のうち他方のネジ部とネジ結合することで、中央部材と他方の第1型枠形成部材との間隔を調整可能とする他方の第1棒状ネジ部材と、
を備えているので、
第1型枠形成部材同士の間に第1規定部材を配置し、その中央部材の両端部にそれぞれネジ結合される第1棒状ネジ部材を中央部材に対し回動させることで、第1型枠形成部材同士の間隔を適切に調整して規定することができる。
また、平面視で、第2規定部材は、
中央部材の中央ネジ部とネジ結合することで、中央部材と前記第2型枠形成部材との間隔を調整可能とする第2棒状ネジ部材を備えているので、第2棒状ネジ部材を中央部材に対し回動させることで、中央部材と第2型枠形成部材との間隔を適切に調整して規定することができる。
そして、中央部材は、その両端部にそれぞれ第1棒状ネジ部材が従来技術とは異なり挿通ではなくネジ結合され、これら第1棒状ネジ部材を中央部材に対して回動させることで、位置決めがなされるから、相対向して配置される第1型枠形成部材同士の間隔を安定した状態で規定することができる。
また、第2棒状ネジ部材がネジ結合される中央部材の中央ネジ部は、その軸線が前記両端部のネジ部の軸線と同一平面上で直交するように設けられているから、第2棒状ネジ部材に作用する軸力(スラスト力あるいは引っ張り力)は、中央部材を第1棒状ネジ部材の軸線回りに回動させようとするモーメントを発生させないし、中央部材は第1棒状ネジ部材に対してネジ結合されているので、第1棒状ネジ部材対し、第2棒状ネジ部材の軸線方向へ移動するおそれもない。
According to this concrete casting formwork structure
In a plan view, the first defining member that defines the distance between the first formwork forming members is
The first formwork forming members are arranged orthogonal to the first formwork forming member, and screw portions are provided at both ends, and a central screw portion whose axis is orthogonal to the screw portions at both ends is provided in the central portion. Is provided, and the central member, wherein the axis of the threaded portion at both ends and the axis of the central threaded portion are orthogonal to each other on the same plane.
One first rod-shaped screw member that makes it possible to adjust the distance between the central member and one first formworking member by screw-coupling with one of the screw portions at both ends of the central member.
The other first rod-shaped screw member, which makes it possible to adjust the distance between the central member and the other first formwork forming member by screwing with the other screw portion of the screw portions at both ends of the central member.
Because it has
The first formwork is formed by arranging the first defined member between the first formwork forming members and rotating the first rod-shaped screw member screwed to both ends of the central member with respect to the central member. The spacing between the forming members can be appropriately adjusted and specified.
In addition, in plan view, the second specified member is
Since the second rod-shaped screw member is provided so that the distance between the central member and the second formworking member can be adjusted by screwing with the central screw portion of the central member, the second rod-shaped screw member can be used as the central member. The distance between the central member and the second formwork forming member can be appropriately adjusted and specified by rotating the member.
Then, unlike the prior art, the central member has first rod-shaped screw members screwed to both ends thereof instead of being inserted, and these first rod-shaped screw members are rotated with respect to the central member to be positioned. Therefore, the distance between the first formwork forming members arranged so as to face each other can be specified in a stable state.
Further, since the central thread portion of the central member to which the second rod-shaped screw member is screwed is provided so that its axis is orthogonal to the axis of the threaded portions at both ends on the same plane, the second rod-shaped screw The axial force (thrust force or tensile force) acting on the member does not generate a moment that tries to rotate the central member around the axis of the first rod-shaped screw member, and the central member acts on the first rod-shaped screw member. Since it is screw-coupled, there is no possibility that the second rod-shaped screw member will move in the axial direction with respect to the first rod-shaped screw member.

したがって、本発明のコンクリート打設用型枠構造によれば、相対向して配置される第1型枠形成部材同士の間隔を規定する第1規定部材と、第1型枠形成部材に直交する第2型枠形成部材との間隔を、安定した状態で規定することができる。 Therefore, according to the concrete casting formwork structure of the present invention, the first formwork member that defines the distance between the first formwork forming members arranged so as to face each other is orthogonal to the first formwork forming member. The distance from the second formwork forming member can be defined in a stable state.

また、前記第1棒状ネジ部材の第1型枠形成部材側の端部には、第1棒状ネジ部材と第1型枠形成部材とを接続する接続部材がネジ結合され、
前記中央部材の端部のネジ部と第1棒状ネジ部材とのネジ結合の長さは、第1棒状ネジ部材における中央部材の端部のネジ結合部および前記接続部材とのネジ結合部を除く部位の長さよりも長い構成となっているので、中央部材および第1棒状ネジ部材に作用する第2棒状ネジ部材の軸力を、中央部材および第1棒状ネジ部材で安定した状態で受け止めることが可能となる。
The front SL At the end of the first mold frame forming member side of the first rod-shaped screw member, connecting members for connecting the first rod-shaped screw member and a first mold frame member is screwed,
The length of the screw connection between the screw portion at the end of the central member and the first rod-shaped screw member excludes the screw joint at the end of the central member in the first rod-shaped screw member and the screw connection with the connection member. Since the structure is longer than the length of the portion, the axial force of the second rod-shaped screw member acting on the central member and the first rod-shaped screw member can be received by the central member and the first rod-shaped screw member in a stable state. It will be possible.

このコンクリート打設用型枠構造においては、
前記中央部材と第1棒状ネジ部材とのネジ結合部におけるネジ結合境界部には、リング状の止め輪が設けられる構成とすることができる。
このように構成すると、中央部材と第1棒状ネジ部材とのネジ結合状態をリング状の止め輪で固定化できるため、相対向して配置される第1型枠形成部材同士の間隔を第1規定部材で、より安定した状態で規定することができるとともに、第1規定部材と第2型枠形成部材との間隔を、より安定した状態で規定することができる。
In this concrete casting formwork structure,
A ring-shaped retaining ring may be provided at the screw coupling boundary portion of the screw coupling portion between the central member and the first rod-shaped screw member.
With this configuration, the screw connection state between the central member and the first rod-shaped screw member can be fixed by a ring-shaped retaining ring, so that the distance between the first formwork forming members arranged so as to face each other is first. The defining member can be defined in a more stable state, and the distance between the first defining member and the second formwork forming member can be defined in a more stable state.

また、上記課題を解決するために本発明のコンクリート打設用中央部材は、
請求項1または2のコンクリート打設用型枠構造に用いられる中央部材であって、
中央部の両端部に筒状ナット形状のネジ部が設けられるとともに、中央部に前記両端のネジ部と軸線が直交する中央ネジ部が設けられ、前記両端部のネジ部の軸線と前記中央ネジ部の軸線とが同一平面上で直交し
前記中央部は、前記両端部のネジ部の軸線を挟んで相対向する一対の平面部を有していることを特徴とする。
Further, in order to solve the above problems, the central member for concrete placement of the present invention is used.
A central member used in the concrete casting formwork structure of claim 1 or 2 .
With threaded portion of the cylindrical nut shape is provided at both ends of the central portion, the central threaded portion is provided with threads and the axis of said end to the central portion are orthogonal, the central screw and the axis of the threaded portion of the end portions The axis of the part is orthogonal on the same plane ,
The central portion is characterized by having a pair of flat portions facing each other with the axes of the screw portions at both ends thereof interposed therebetween .

このコンクリート打設用中央部材によれば、
その両端部にそれぞれ第1棒状ネジ部材が従来技術とは異なり挿通ではなくネジ結合され、これら第1棒状ネジ部材を中央部材に対して回動させることで、位置決めがなされるから、相対向して配置される第1型枠形成部材同士の間隔を安定した状態で規定することができる。
また、第2棒状ネジ部材がネジ結合される中央ネジ部は、その軸線が前記両端部のネジ部の軸線と同一平面上で直交するように設けられているから、第2棒状ネジ部材に作用する軸力(スラスト力あるいは引っ張り力)は、中央部材を第1棒状ネジ部材の軸線回りに回動させようとするモーメントを発生させないし、中央部材は第1棒状ネジ部材に対してネジ結合されているので、第1棒状ネジ部材対し、第2棒状ネジ部材の軸線方向へ移動するおそれもない。
According to this central member for concrete placement
Unlike the prior art, the first rod-shaped screw members are screwed to both ends instead of being inserted, and by rotating these first rod-shaped screw members with respect to the central member, positioning is performed, so that they face each other. It is possible to specify the distance between the first form-forming members arranged in a stable state.
Further, since the central thread portion to which the second rod-shaped screw member is screwed is provided so that its axis is orthogonal to the axis of the screw portions at both ends on the same plane, it acts on the second rod-shaped screw member. The axial force (thrust force or tensile force) to be applied does not generate a moment that tries to rotate the central member around the axis of the first rod-shaped screw member, and the central member is screwed to the first rod-shaped screw member. Therefore, there is no possibility that the second rod-shaped screw member moves in the axial direction with respect to the first rod-shaped screw member.

したがって、本発明のコンクリート打設用中央部材によれば、相対向して配置される第1型枠形成部材同士の間隔を規定する第1規定部材と、第1型枠形成部材に直交する第2型枠形成部材との間隔を、安定した状態で規定することができる。 Therefore, according to the central member for concrete casting of the present invention, the first defining member that defines the distance between the first formwork forming members arranged so as to face each other and the first defining member that is orthogonal to the first formwork forming member. The distance between the two formwork forming members can be specified in a stable state.

本発明に係るコンクリート打設用型枠構造およびコンクリート打設用中央部材の実施の形態を示す図で、(a)は平面図、(b)は図(a)の左側面図、(c)は止め輪40の平面図、(d)は同じく正面図。It is a figure which shows the embodiment of the concrete casting formwork structure and the concrete placing central member which concerns on this invention, (a) is a plan view, (b) is the left side view of FIG. (a), (c). Is a plan view of the retaining ring 40, and (d) is also a front view. (a)(b)は本発明に係るコンクリート打設用型枠構造およびコンクリート打設用中央部材の実施の形態の適用例を示す平面図。(A) (b) is a plan view which shows the application example of the embodiment of the concrete casting formwork structure and the concrete placing central member which concerns on this invention. 他の実施の形態を示す図で、(a)は平面図、(b)は図(a)の左側面図、(c)は図(b)における部分省略c−c断面図。It is a figure which shows the other embodiment, (a) is a plan view, (b) is a left side view of FIG. (a), (c) is a partial omission cc sectional view in FIG. (B).

以下、本発明に係るコンクリート打設用型枠構造およびコンクリート打設用中央部材の実施の形態について図面を参照して説明する。なお、各図において、同一部分ないし相当する部分には、同一の符号を付してある。 Hereinafter, embodiments of the concrete casting formwork structure and the concrete casting central member according to the present invention will be described with reference to the drawings. In each figure, the same parts or corresponding parts are designated by the same reference numerals.

図1に示すように、この実施の形態のコンクリート打設用型枠構造は、
平面視で、相対向して配置される第1型枠形成部材1、1と、この第1型枠形成部材1に直交する第2型枠形成部材2と有するコンクリート打設用型枠3と、
このコンクリート打設用型枠3内に設けられ、第1型枠形成部材1同士の間隔W1を規定する第1規定部材10と、この第1規定部材10と第2型枠形成部材2との間隔W2を規定する第2規定部材20と、を備えている。
As shown in FIG. 1, the concrete casting formwork structure of this embodiment is
The first formwork forming members 1 and 1 arranged to face each other in a plan view, the second formwork forming member 2 orthogonal to the first formwork forming member 1, and the concrete casting formwork 3 ,
The first defining member 10 provided in the concrete casting formwork 3 and defining the distance W1 between the first formwork forming members 1 and the first defining member 10 and the second formwork forming member 2 A second defining member 20 that defines an interval W2 is provided.

平面視で、第1規定部材10は、
第1型枠形成部材1同士の間において第1型枠形成部材1に対し直交して配置され、両端部にネジ部13が設けられるとともに、中央部15cに両端のネジ部13と軸線14aが直交する中央ネジ部14が設けられ、両端部のネジ部13の軸線13aと中央ネジ部14の軸線14aとが同一平面上で直交する中央部材15と、
この中央部材15の両端部のネジ部13のうち一方のネジ部とネジ結合することで、中央部材15と一方の第1型枠形成部材1との間隔W11を調整可能とする一方の第1棒状ネジ部材11と、
中央部材15の両端部のネジ部13のうち他方のネジ部とネジ結合することで、中央部材15と他方の第1型枠形成部材1との間隔W11’を調整可能とする他方の第1棒状ネジ部材11’と、を備えている。
なお、第1規定部材10は、第1型枠形成部材1に対しネジ部13の軸線13aが直交するように配置される。
In a plan view, the first defined member 10 is
The first form-forming members 1 are arranged orthogonal to the first form-forming member 1, and the screw portions 13 are provided at both ends, and the screw portions 13 and the axis 14a at both ends are provided at the central portion 15c. A central member 15 is provided with orthogonal central screw portions 14, and the axis 13a of the screw portions 13 at both ends and the axis 14a of the central screw portion 14 are orthogonal to each other on the same plane.
By screw-coupling with one of the screw portions 13 at both ends of the central member 15, the distance W11 between the central member 15 and the one first form forming member 1 can be adjusted. Rod-shaped screw member 11 and
The other first, which makes it possible to adjust the distance W11'between the central member 15 and the other first form-forming member 1 by screw-coupling with the other screw portion of the screw portions 13 at both ends of the central member 15. It includes a bar-shaped screw member 11'.
The first defined member 10 is arranged so that the axis line 13a of the screw portion 13 is orthogonal to the first formwork forming member 1.

平面視で、第2規定部材20は、
中央部材15の中央ネジ部14とネジ結合することで、中央部材15と第2型枠形成部材2との間隔W2を調整可能とする第2棒状ネジ部材22を備えている。
In a plan view, the second defined member 20 is
The second rod-shaped screw member 22 is provided so that the distance W2 between the central member 15 and the second formworking member 2 can be adjusted by screwing with the central screw portion 14 of the central member 15.

このコンクリート打設用型枠構造によれば、
平面視で、第1型枠形成部材1同士の間隔W1を規定する第1規定部材10は、
第1型枠形成部材1同士の間において第1型枠形成部材1に対し直交して配置され、両端部にネジ部13が設けられるとともに、中央部15cに両端のネジ部13と軸線14aが直交する中央ネジ部14が設けられ、両端部のネジ部13の軸線13aと中央ネジ部14の軸線14aとが同一平面上で直交する、中央部材15と、
この中央部材15の両端部のネジ部13のうち一方のネジ部13とネジ結合することで、中央部材15と一方の第1型枠形成部材1との間隔W11を調整可能とする一方の第1棒状ネジ部材11と、
中央部材15の両端部のネジ部13のうち他方のネジ部13とネジ結合することで、中央部材15と他方の第1型枠形成部材1との間隔W11’を調整可能とする他方の第1棒状ネジ部材11’と、
を備えているので、
第1型枠形成部材1同士の間に第1規定部材10を配置し、その中央部材15の両端部(13)にそれぞれネジ結合される第1棒状ネジ部材11,11’を中央部材15に対し回動させることで、第1型枠形成部材1同士の間隔W1を適切に調整して規定することができる。
According to this concrete casting formwork structure
In a plan view, the first defining member 10 that defines the distance W1 between the first form forming members 1 is
The first form-forming members 1 are arranged orthogonal to the first form-forming member 1, and screw portions 13 are provided at both ends, and the screw portions 13 and the axis 14a at both ends are provided at the central portion 15c. A central member 15 is provided with orthogonal central screw portions 14, and the axis 13a of the screw portions 13 at both ends and the axis 14a of the central screw portion 14 are orthogonal to each other on the same plane.
By screw-coupling with one of the screw portions 13 of the screw portions 13 at both ends of the central member 15, the distance W11 between the central member 15 and the one first form forming member 1 can be adjusted. 1 rod-shaped screw member 11 and
The other third, which makes it possible to adjust the distance W11'between the central member 15 and the other first form-forming member 1 by screw-coupling with the other screw portion 13 of the screw portions 13 at both ends of the central member 15. 1 rod-shaped screw member 11'and
Because it has
The first defined member 10 is arranged between the first formwork forming members 1, and the first rod-shaped screw members 11 and 11'that are screwed to both ends (13) of the central member 15 are used as the central member 15. By rotating the first mold forming member 1, the distance W1 between the first form forming members 1 can be appropriately adjusted and specified.

また、平面視で、第2規定部材20は、
中央部材15の中央ネジ部14とネジ結合することで、中央部材15と第2型枠形成部材2との間隔W2を調整可能とする第2棒状ネジ部材22を備えているので、第2棒状ネジ部材22を中央部材15に対し回動させることで、中央部材15と第2型枠形成部材2との間隔W2を適切に調整して規定することができる。
Further, in a plan view, the second defined member 20 is
Since the second rod-shaped screw member 22 is provided so that the distance W2 between the central member 15 and the second formworking member 2 can be adjusted by screwing with the central screw portion 14 of the central member 15, the second rod-shaped member is provided. By rotating the screw member 22 with respect to the central member 15, the distance W2 between the central member 15 and the second formworking member 2 can be appropriately adjusted and defined.

そして、中央部材15は、その両端部(13)にそれぞれ第1棒状ネジ部材11,11’が、従来技術とは異なり挿通ではなくネジ結合され、これら第1棒状ネジ部材11,11’を中央部材15に対して回動させることで、位置決めがなされるから、相対向して配置される第1型枠形成部材1同士の間隔W1を安定した状態で規定することができる。 Then, in the central member 15, the first rod-shaped screw members 11 and 11'are screwed to both end portions (13), respectively, instead of being inserted, unlike the prior art, and these first rod-shaped screw members 11 and 11'are centered. Since positioning is performed by rotating the member 15, the distance W1 between the first form-forming members 1 arranged opposite to each other can be defined in a stable state.

また、第2棒状ネジ部材22がネジ結合される中央部材15の中央ネジ部14は、その軸線14aが両端部のネジ部13の軸線13aと同一平面上で直交するように設けられているから、第2棒状ネジ部材22に作用する軸力(スラスト力あるいは引っ張り力)は、中央部材15を第1棒状ネジ部材11,11’の軸線(13a)回りに回動させようとするモーメントを発生させないし、中央部材15は、第1棒状ネジ部材11,11’に対してネジ結合されているので、第1棒状ネジ部材11,11’対し、第2棒状ネジ部材22の軸線(14a)方向へ移動するおそれもない。 Further, the central screw portion 14 of the central member 15 to which the second rod-shaped screw member 22 is screwed is provided so that its axis 14a is orthogonal to the axis 13a of the screw portions 13 at both ends on the same plane. , The axial force (thrust force or tensile force) acting on the second bar-shaped screw member 22 generates a moment for rotating the central member 15 around the axis (13a) of the first bar-shaped screw members 11, 11'. Since the central member 15 is screw-coupled to the first rod-shaped screw members 11 and 11', the direction of the axis (14a) of the second rod-shaped screw member 22 with respect to the first rod-shaped screw members 11 and 11'. There is no risk of moving to.

したがって、この実施の形態のコンクリート打設用型枠構造によれば、相対向して配置される第1型枠形成部材1同士の間隔W1を規定する第1規定部材10と、第1型枠形成部材1に直交する第2型枠形成部材2との間隔W2を、安定した状態で規定することができる。 Therefore, according to the concrete casting formwork structure of this embodiment, the first formwork member 10 that defines the distance W1 between the first formwork forming members 1 arranged so as to face each other and the first formwork. The distance W2 from the second formwork forming member 2 orthogonal to the forming member 1 can be defined in a stable state.

図1に示すように、第1棒状ネジ部材11,11’の第1型枠形成部材1側の端部には、第1棒状ネジ部材11(11’)と第1型枠形成部材1とを接続する接続部材30がネジ結合され、
中央部材15の端部のネジ部13と第1棒状ネジ部材11(11’)とのネジ結合の長さL2は、第1棒状ネジ部材11(11’)における中央部材15の端部のネジ結合部および前記接続部材30とのネジ結合部を除く部位の長さL1よりも長くなっている。
As shown in FIG. 1, the first rod-shaped screw member 11 (11') and the first form-forming member 1 are attached to the ends of the first rod-shaped screw members 11 and 11'on the first form-forming member 1 side. The connecting member 30 for connecting the above is screwed together.
The length L2 of the screw connection between the screw portion 13 at the end of the central member 15 and the first rod-shaped screw member 11 (11') is the screw at the end of the central member 15 in the first rod-shaped screw member 11 (11'). The length of the portion excluding the joint portion and the screw joint portion with the connection member 30 is longer than L1.

このように構成すると、中央部材15および第1棒状ネジ部材11、11’に作用する第2棒状ネジ部材22の軸力を、中央部材15および第1棒状ネジ部材11,11’で安定した状態で受け止めることが可能となる。 With this configuration, the axial force of the second rod-shaped screw member 22 acting on the central member 15 and the first rod-shaped screw members 11, 11'is stable in the central member 15 and the first rod-shaped screw members 11, 11'. It will be possible to catch it with.

中央部材15と第1棒状ネジ部材11(11’)とのネジ結合部におけるネジ結合境界部には、リング状の止め輪40が設けられている。 A ring-shaped retaining ring 40 is provided at the screw coupling boundary portion of the screw coupling portion between the central member 15 and the first rod-shaped screw member 11 (11').

このように構成すると、中央部材15と第1棒状ネジ部材11(11’)とのネジ結合状態をリング状の止め輪40で固定化できるため、相対向して配置される第1型枠形成部材1同士の間隔W1を第1規定部材10で、より安定した状態で規定することができるとともに、第1規定部材10と第2型枠形成部材2との間隔W2を、より安定した状態で規定することができる。 With this configuration, the screw connection state between the central member 15 and the first rod-shaped screw member 11 (11') can be fixed by the ring-shaped retaining ring 40, so that the first formwork is formed so as to face each other. The distance W1 between the members 1 can be defined by the first defining member 10 in a more stable state, and the distance W2 between the first defining member 10 and the second formwork forming member 2 can be defined in a more stable state. Can be specified.

上述したように、この実施の形態のコンクリート打設用中央部材15は、
両端部にネジ部13が設けられるとともに、中央部15cに両端のネジ部13と軸線14aが直交する中央ネジ部14が設けられ、両端部のネジ部13の軸線13aと中央ネジ部14の軸線14aとが同一平面上で直交するものである。
As described above, the concrete placing central member 15 of this embodiment is
Threaded portions 13 are provided at both ends, and a central threaded portion 14 is provided at the central portion 15c so that the threaded portions 13 at both ends and the axis line 14a are orthogonal to each other. It is orthogonal to 14a on the same plane.

このコンクリート打設用中央部材15によれば、上述したとおりの作用効果が得られる。 According to the concrete casting central member 15, the effects as described above can be obtained.

以上のようなコンクリート打設用型枠構造ないしコンクリート打設用中央部材15は、前述した特許文献1,2記載されたような工事を行う場合の他、例えば、図2(a)に示すようなコンクリート打設工事を行う場合にも適している。 The concrete casting formwork structure or the concrete placing central member 15 as described above is, for example, as shown in FIG. 2A, in addition to the case where the construction as described in Patent Documents 1 and 2 described above is performed. It is also suitable for concrete casting work.

図2(a)において、2および4は柱を構築するためのコンクリート打設空間S1を形成するための型枠形成部材であり、51,52はコンクリート打設空間S1を規定するための公知のセパレータ(間隔規定部材)である。 In FIG. 2A, 2 and 4 are formwork forming members for forming a concrete placing space S1 for constructing columns, and 51 and 52 are known for defining a concrete placing space S1. It is a separator (spacing member).

1は、柱(S1)同士を連結する壁を構築するためのコンクリート打設空間S2を形成するための型枠形成部材であり、53はコンクリート打設空間S2を規定するための公知のセパレータ(間隔規定部材)である。 Reference numeral 1 denotes a formwork forming member for forming a concrete placing space S2 for constructing a wall connecting columns (S1) to each other, and 53 is a known separator (53) for defining a concrete placing space S2. Interval defining member).

例えば、図2(a)に示すような型枠構成において、柱(S1)の外面同士の間隔W5を規定すべく、A点とB点との間に公知の間隔規定部材(例えばセパレータ)を設けることは、AB間が長距離であるため、困難である。 For example, in the formwork configuration as shown in FIG. 2A, a known spacing defining member (for example, a separator) is provided between points A and B in order to define the spacing W5 between the outer surfaces of the columns (S1). It is difficult to provide because the distance between AB is long.

そこで、図2(b)に示すように、壁(S2)用の間隔規定部材53の内、柱(S1)に近い間隔規定部材53’に代えて、本実施形態の第1規定部材10を用い、第1規定部材10と、柱(S1)の外面を形成する部材である第2型枠形成部材2との間に本実施形態の第2規定部材20を用いて本実施形態のコンクリート打設用型枠構造を構築することにより、第1規定部材10と第2型枠形成部材2との間隔W2を安定した状態で規定し、それによって、間接的に柱(S1)の外面同士の間隔W5を規定することができる。 Therefore, as shown in FIG. 2B, among the spacing defining members 53 for the wall (S2), the first defining member 10 of the present embodiment is used instead of the spacing defining member 53'close to the pillar (S1). The concrete casting of the present embodiment is performed by using the second defined member 20 of the present embodiment between the first defined member 10 and the second formwork forming member 2 which is a member forming the outer surface of the pillar (S1). By constructing the installation formwork structure, the distance W2 between the first defining member 10 and the second formwork forming member 2 is defined in a stable state, thereby indirectly between the outer surfaces of the columns (S1). The interval W5 can be specified.

第1型枠形成部材1、第2型枠形成部材2はそれぞれ公知の部材を用いることができる。例えばベニヤ板を用いることができる。 Known members can be used for the first formwork forming member 1 and the second formwork forming member 2, respectively. For example, plywood can be used.

第1棒状ネジ部材11、第2棒状ネジ部材22は、いずれも公知のボルトで構成することができるが、必要に応じ、中間部はネジ無しの6角柱とし、工具を用いて回動しやすくすることもできる。 Both the first rod-shaped screw member 11 and the second rod-shaped screw member 22 can be composed of known bolts, but if necessary, the intermediate portion is a hexagonal prism without screws, and it is easy to rotate with a tool. You can also do it.

中央部材15は、公知の材料、例えば鉄等の金属で構成することができる。両端部のネジ部13は筒状ナット形状にできる。中央ネジ部14が形成される中央部15cは図1に示すように他の部位よりも肉厚として強度の増大を図ることが望ましい。 The central member 15 can be made of a known material, for example, a metal such as iron. The screw portions 13 at both ends can be formed into a tubular nut shape. As shown in FIG. 1, it is desirable that the central portion 15c on which the central screw portion 14 is formed is thicker and stronger than the other portions.

中央ネジ部14は、袋ナット状とすることもできるし、中央部15cを貫通するネジ穴とすることもできる。 The central screw portion 14 may have a bag nut shape, or may have a screw hole penetrating the central portion 15c.

なお、中央部材15と第1棒状ネジ部材11、第2棒状ネジ部材22とのネジ結合の雄雌関係は逆にすることもできる。 The male-female relationship between the central member 15, the first rod-shaped screw member 11, and the second rod-shaped screw member 22 can be reversed.

第1棒状ネジ部材11,11’の第1型枠形成部材1側の端部に設けられる接続部材30としては、公知の接続部材(Pコン、その他の接続部材(例えば上記特許文献2記載の長ナット31))を用いることができる。 As the connecting member 30 provided at the end of the first rod-shaped screw members 11 and 11'on the first form forming member 1 side, a known connecting member (P-con or other connecting member (for example, the above-mentioned Patent Document 2) is described. A long nut 31)) can be used.

中央部材15と第1棒状ネジ部材11(11’)とのネジ結合部におけるネジ結合境界部に設けるリング状の止め輪40は、第1棒状ネジ部材11(11’)が中央部材15側に入り込む方向への回動を規制することができるものであれば良く、例えば、図1(d)に示すように締め代41を有するリングとし、第1棒状ネジ部材11(11’)に装着し、位置決めした後、ハンマー等で締め代41を狭めるように叩く等して固定化できるものとする。 The ring-shaped retaining ring 40 provided at the screw coupling boundary portion of the screw coupling portion between the central member 15 and the first rod-shaped screw member 11 (11') has the first rod-shaped screw member 11 (11') on the central member 15 side. Anything that can regulate the rotation in the entering direction is sufficient. For example, as shown in FIG. 1D, a ring having a tightening allowance 41 is formed and attached to the first rod-shaped screw member 11 (11'). After positioning, it can be fixed by hitting it with a hammer or the like so as to narrow the tightening allowance 41.

以上、本発明の実施の形態について説明したが、本発明は上記の実施の形態に限定されるものではなく、本発明の要旨の範囲内において適宜変形実施可能である。 Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and can be appropriately modified within the scope of the gist of the present invention.

例えば、中央部材15は図3に示すような形状とすることもできる。
このような形状にすると、工具で操作しやすくなる。
For example, the central member 15 may have a shape as shown in FIG.
Such a shape makes it easier to operate with a tool.

1: 第1型枠形成部材
2: 第2型枠形成部材
3: コンクリート打設用型枠
10: 第1規定部材
11,11’:第1棒状ネジ部材
13: ネジ部
13a: 軸線
14: 中央ネジ部
14a: 軸線
15: 中央部材
15c: 中央部
20: 第2規定部材
22: 第2棒状ネジ部材
30: 接続部材
40: 止め輪
1: 1st formwork forming member 2: 2nd formwork forming member 3: Concrete casting formwork 10: 1st specified member 11, 11': 1st rod-shaped screw member 13: Threaded portion 13a: Axis line 14: Center Threaded part 14a: Axial line 15: Central member 15c: Central part 20: Second specified member 22: Second rod-shaped screw member 30: Connecting member 40: Retaining ring

Claims (3)

平面視で、相対向して配置される第1型枠形成部材(1)と、この第1型枠形成部材(1)に直交する第2型枠形成部材(2)と有するコンクリート打設用型枠(3)と、
このコンクリート打設用型枠(3)内に設けられ、前記第1型枠形成部材(1)同士の間隔(W1)を規定する第1規定部材(10)と、この第1規定部材(10)と前記第2型枠形成部材(2)との間隔(W2)を規定する第2規定部材(20)と、
を備えた、コンクリート打設用型枠構造であって、
平面視で、前記第1規定部材(10)は、
前記第1型枠形成部材(1)同士の間において前記第1型枠形成部材(1)に対し直交して配置され、両端部にネジ部(13)が設けられるとともに、中央部(15c)に前記両端のネジ部(13)と軸線(14a)が直交する中央ネジ部(14)が設けられ、前記両端部のネジ部(13の軸線(13a)と前記中央ネジ部(14)の軸線(14a)とが同一平面上で直交する、中央部材(15)と、
この中央部材(15)の両端部のネジ部(13)のうち一方のネジ部とネジ結合することで、中央部材(15)と一方の第1型枠形成部材(1)との間隔(W11)を調整可能とする一方の第1棒状ネジ部材(11)と、
前記中央部材(15)の両端部のネジ部(13)のうち他方のネジ部(13)とネジ結合することで、中央部材(15)と他方の第1型枠形成部材(1)との間隔(W11’)を調整可能とする他方の第1棒状ネジ部材(11’)と、
を備え、
平面視で、前記第2規定部材(20)は、
前記中央部材(15)の中央ネジ部(14)とネジ結合することで、中央部材(15)と前記第2型枠形成部材(2)との間隔(W2)を調整可能とする第2棒状ネジ部材(22)を備え
前記両端部のネジ部(13)は筒状ナット形状であり、
前記両端部のネジ部(13)の軸線(13a)方向に関し、前記中央部材(15)は第1型枠形成部材(1)同士の間隔(W1)よりも短く、
前記第1棒状ネジ部材(11)の第1型枠形成部材(1)側の端部には、第1棒状ネジ部材(11)と第1型枠形成部材(1)とを接続する接続部材(30)がネジ結合され、
前記中央部材(15)の端部のネジ部(13)と第1棒状ネジ部材(11)とのネジ結合の長さ(L2)は、第1棒状ネジ部材(11)における中央部材(15)の端部のネジ結合部および前記接続部材(30)とのネジ結合部を除く部位の長さ(L1)よりも長く、
前記中央部材(15)の中央部(15c)は、前記両端部のネジ部(13)の軸線(13a)を挟んで相対向する一対の平面部(15f、15f)を有している
ことを特徴とするコンクリート打設用型枠構造。
For placing concrete having a first formwork forming member (1) arranged to face each other in a plan view and a second formworking member (2) orthogonal to the first formworking member (1). Formwork (3) and
A first defining member (10) provided in the concrete casting formwork (3) and defining a distance (W1) between the first formwork forming members (1), and the first defining member (10). ) And the second defining member (20) that defines the distance (W2) between the second formwork forming member (2).
It is a formwork structure for concrete placement equipped with
In a plan view, the first defined member (10) is
The first form-forming members (1) are arranged orthogonal to the first form-forming member (1), and screw portions (13) are provided at both ends and a central portion (15c). Is provided with a central threaded portion (14) in which the threaded portions (13) at both ends and the axis (14a) are orthogonal to each other, and the axial line (13a) and the central threaded portion (14) of the threaded portions (13 ) at both ends are provided. A central member (15) whose axis (14a) is orthogonal to each other on the same plane,
By screwing with one of the screw portions (13) at both ends of the central member (15), the distance (W11) between the central member (15) and the one first formwork forming member (1) ) Is adjustable, and the first rod-shaped screw member (11)
The central member (15) and the other first formwork forming member (1) are formed by screwing with the other threaded portion (13) of the threaded portions (13) at both ends of the central member (15). The other first rod-shaped screw member (11') that makes the interval (W11') adjustable,
With
In a plan view, the second defined member (20) is
A second rod shape that makes it possible to adjust the distance (W2) between the central member (15) and the second formwork forming member (2) by screwing it to the central screw portion (14) of the central member (15). Equipped with a screw member (22)
The screw portions (13) at both ends have a tubular nut shape.
With respect to the axial direction (13a) of the screw portions (13) at both ends, the central member (15) is shorter than the distance (W1) between the first form forming members (1).
At the end of the first rod-shaped screw member (11) on the first formwork forming member (1) side, a connecting member for connecting the first rod-shaped screw member (11) and the first formwork forming member (1). (30) is screwed together
The length (L2) of the screw connection between the screw portion (13) at the end of the central member (15) and the first rod-shaped screw member (11) is the central member (15) in the first rod-shaped screw member (11). It is longer than the length (L1) of the portion excluding the screw joint portion at the end of and the screw joint portion with the connection member (30).
The central portion (15c) of the central member (15) has a pair of flat surfaces (15f, 15f) facing each other with the axis (13a) of the screw portions (13) at both ends thereof interposed therebetween. /> A formwork structure for concrete placement.
請求項1において、
前記中央部材(15)と第1棒状ネジ部材(11)とのネジ結合部におけるネジ結合境界部には、リング状の止め輪(40)が設けられることを特徴とするコンクリート打設用型枠構造。
Oite to claim 1,
A concrete casting formwork characterized in that a ring-shaped retaining ring (40) is provided at a screw coupling boundary portion in a screw coupling portion between the central member (15) and the first rod-shaped screw member (11). Construction.
請求項1または2のコンクリート打設用型枠構造に用いられる中央部材(15)であって、
中央部(15c)の両端部に筒状ナット形状のネジ部(13)が設けられるとともに、中央部(15c)に前記両端のネジ部(13)と軸線(14a)が直交する中央ネジ部(14)が設けられ、前記両端部のネジ部(13)の軸線(13a)と前記中央ネジ部(14)の軸線(14a)とが同一平面上で直交し
前記中央部(15c)は、前記両端部のネジ部(13)の軸線(13a)を挟んで相対向する一対の平面部(15f、15f)を有している
ことを特徴とするコンクリート打設用中央部材。
A central member (15) used in the concrete casting formwork structure of claim 1 or 2 .
With threaded portion of the cylindrical nut shape at both ends of the central portion (15c) (13) are provided, the threaded portion of said end to a central portion (15c) (13) and the central threaded portion axis (14a) is orthogonal ( 14) is provided, and the axis (13a) of the screw portion (13) at both ends and the axis (14a) of the central screw portion (14) are orthogonal to each other on the same plane .
The central portion (15c) is characterized by having a pair of flat surfaces (15f, 15f) facing each other with the axes (13a) of the screw portions (13) at both ends thereof interposed therebetween. Central member for concrete placement.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931914A (en) * 2021-09-03 2022-01-14 深圳市艾比森光电股份有限公司 Connecting device and display screen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113931914A (en) * 2021-09-03 2022-01-14 深圳市艾比森光电股份有限公司 Connecting device and display screen
CN113931914B (en) * 2021-09-03 2023-06-09 深圳市艾比森光电股份有限公司 Connecting device and display screen

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