JP2019218757A - Post reinforcement tool for fence structure, post reinforcement structure, and post reinforcement method - Google Patents

Post reinforcement tool for fence structure, post reinforcement structure, and post reinforcement method Download PDF

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JP2019218757A
JP2019218757A JP2018117055A JP2018117055A JP2019218757A JP 2019218757 A JP2019218757 A JP 2019218757A JP 2018117055 A JP2018117055 A JP 2018117055A JP 2018117055 A JP2018117055 A JP 2018117055A JP 2019218757 A JP2019218757 A JP 2019218757A
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column
support
pair
reinforcing
shaft member
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JP7125706B2 (en
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弘晃 小西
Hiroaki Konishi
弘晃 小西
萩原 徹
Toru Hagiwara
徹 萩原
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FUKOKU KOGYO KK
Sekisui Jushi Corp
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Sekisui Jushi Corp
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Abstract

To provide a post reinforcement tool for fence structure, post reinforcement structure, and post reinforcement method capable of reinforcing a post for a fence structure with simple work.SOLUTION: A post reinforcement tool 1 for reinforcing a post 50 of a fence structure 5 including a fixing structure 51 having a shaft member 511 inserted into the hollow columnar post 50 comprises: a pair of reinforcement members 2 that can be inserted into the post 50 through between the shaft member 511 and the inner surface of the post 50 and whose positions within the post 50 can be repositioned from a first position which is arranged at intervals in the lateral direction orthogonal to the axial direction of the post 50 and the insertion direction of the shaft member 511 to a second position which is arranged at intervals in the insertion direction or the direction inclined in the insertion direction; and a spacer 3 which can be inserted between the pair of reinforcement members 2 whose arrangement has been changed to the second position.SELECTED DRAWING: Figure 2

Description

本発明は、柵構造用の支柱を補強するための柵構造用の支柱補強具、及び支柱補強構造、並びに支柱補強方法に関する。   TECHNICAL FIELD The present invention relates to a column reinforcement for a column structure, a column reinforcement structure, and a column reinforcement method for reinforcing a column for a column structure.

従来から、例えば、ガードレール等の柵構造には、地面や基礎に立設された中空柱状の支柱と、該支柱にねじ止めされるブラケットと、該ブラケットに固定される防護板(ビーム)と、を備えたものが提案されており、また、経年劣化等により強度が低下した柵構造を補修する技術も種々提案されている。   Conventionally, for example, in a fence structure such as a guardrail, a hollow pillar-shaped column erected on the ground or a foundation, a bracket screwed to the column, a protective plate (beam) fixed to the bracket, There have been proposed various techniques for repairing a fence structure whose strength has been reduced due to aging or the like.

例えば、特許文献1に開示されている支柱補強具(補強材)は、内部に圧力を加えることで膨張する鋼管で形成された膨張部と、該膨張部に対して着脱可能であり、且つ所定の圧力で該膨張部内に水や空気を注入する注入用アダプタと、該注入用アダプタに取り付けられている鍔部であって、外径が支柱の外径よりも大きくなるように形成された鍔部と、を備えている。   For example, a strut reinforcement (reinforcing material) disclosed in Patent Literature 1 is provided with an inflatable portion formed of a steel pipe that expands by applying pressure to the inside thereof, and is detachable from the inflatable portion and has a predetermined shape. An injection adapter for injecting water or air into the inflatable portion at a pressure of: and a flange attached to the injection adapter, the flange being formed such that the outer diameter is larger than the outer diameter of the column. And a unit.

かかる補強材を用いて支柱を補強する場合、膨張部を支柱内に挿入して鍔部を支柱の開口端に当接させる(乗せる)。そして、注入用アダプタを通じて膨張部内に水や空気を注入し、膨張した膨張部を支柱の内面に圧着させることで支柱を補強した後に、膨張部からアダプタを取り外して支柱内から取り出している。   When reinforcing a support | pillar using such a reinforcing material, an expansion | swelling part is inserted in a support | pillar and a flange part is made to contact | abut (put on) the opening end of a support | pillar. Then, water or air is injected into the expansion section through the injection adapter, and the expanded expansion section is pressed against the inner surface of the column to reinforce the column. Then, the adapter is removed from the expansion section and taken out from the column.

特許第5843194号公報Japanese Patent No. 5843194

ところで、上述の柵構造では、支柱にブラケットを固定するためのねじが、該支柱の内部を通っているため、上記従来の補強材を用いて支柱を補強する場合は、支柱からねじを外したうえで膨張部を支柱内に挿入する必要があった。   By the way, in the above-mentioned fence structure, since the screw for fixing the bracket to the column passes through the inside of the column, when the column is reinforced with the above-mentioned conventional reinforcing material, the screw is removed from the column. Above, it was necessary to insert an inflatable part into a support.

従って、上記従来の補強材を用いて支柱を補強する場合は、支柱からねじを取り外す作業が必要となるため作業が煩雑であるという問題があった。なお、支柱に対して防護板を直接的にねじ止めする場合においても、かかる問題が同様に起こり得る。   Therefore, when the column is reinforced by using the above-mentioned conventional reinforcing material, there is a problem that the operation of removing the screw from the column is required, and the operation is complicated. Note that such a problem can also occur when the protection plate is directly screwed to the support.

そこで、本発明は、かかる実情に鑑み、簡単な作業で柵構造用の支柱を補強できる柵構造用の支柱補強具、及び支柱補強構造、並びに支柱補強方法、を提供することを課題とする。   In view of such circumstances, an object of the present invention is to provide a support structure for a fence structure, a support structure for a support structure, and a support method for a support structure, which can reinforce the support structure for a fence structure with a simple operation.

本発明の柵構造用の支柱補強具は、
中空柱状であり且つ軸線方向における一端部側が埋設される複数の支柱と、
前記支柱と前記支柱に支持させる支持物とを固定するための固定構造であって、前記支柱に対して前記支柱の径方向で挿通される軸部材を有する固定構造と、を備える柵構造の前記支柱を補強する柵構造用の支柱補強具であって、
前記軸部材と前記支柱内面との間を通じて前記支柱内に挿入可能な一対の補強部材であって、前記支柱内での位置を、前記支柱の軸線方向、及び前記軸部材の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向、若しくは前記挿通方向と前記横方向とに対して傾斜する方向で間隔をあけて並ぶ第二の位置に配置変更可能な一対の補強部材と、
前記軸部材と前記支柱内面との間を通じて、前記第二の位置に配置変更された前記一対の補強部材の間に挿入可能なスペーサと、を備える。
The pillar reinforcement for a fence structure of the present invention includes:
A plurality of pillars having a hollow pillar shape and one end side in the axial direction is buried,
A fixing structure for fixing the support and a support to be supported by the support, and a fixing structure having a shaft member inserted through the support in a radial direction of the support, A pillar reinforcement for a fence structure for reinforcing a pillar,
A pair of reinforcing members that can be inserted into the column through the space between the shaft member and the inner surface of the column, wherein the position in the column is defined by the axial direction of the column and the insertion direction of the shaft member. From the first position, which is arranged at an interval between each other in the horizontal direction orthogonal to the direction, the insertion direction, or the first line, which is arranged at an interval in a direction inclined with respect to the insertion direction and the horizontal direction, A pair of reinforcing members that can be repositioned at two positions,
And a spacer that can be inserted between the pair of reinforcing members, the arrangement of which is changed to the second position, between the shaft member and the inner surface of the column.

上記構成の柵構造用の支柱補強具によれば、一対の補強部材を支柱の内周面と軸部材との間から支柱内に挿入すると、一対の補強部材の間のスペースが平面視において軸部材と重なる位置に形成されるが、一対の補強部材を第一の位置から第二の位置に配置変更することで、前記スペースを平面視において軸部材から外れた位置に形成することができる。   According to the support structure for a fence structure having the above-described configuration, when the pair of reinforcing members are inserted into the support from between the inner peripheral surface of the support and the shaft member, the space between the pair of reinforcing members becomes axial in plan view. The space is formed at a position overlapping with the member, but by changing the arrangement of the pair of reinforcing members from the first position to the second position, the space can be formed at a position deviated from the shaft member in plan view.

そして、軸部材と支柱内面との間を通じて前記スペース内にスペーサを挿入すると、該スペーサにより一対の補強部材の間隔が保たれ、これにより、支柱が補強される。   When a spacer is inserted into the space through the space between the shaft member and the inner surface of the column, the spacer keeps a space between the pair of reinforcing members, thereby reinforcing the column.

このように、前記柵構造用の支柱補強具は、支柱に固定構造の軸部材を取り付けたまま支柱を補強できる。   As described above, the column reinforcement for the fence structure can reinforce the column with the fixed-structure shaft member attached to the column.

本発明の柵構造用の支柱補強具において、
前記補強部材には、該補強部材の前記支柱内への挿入方向における後方側に向かって延出する延出操作部を有するようにしてもよい。
In the column reinforcement for a fence structure of the present invention,
The reinforcing member may include an extension operating portion extending rearward in a direction in which the reinforcing member is inserted into the column.

かかる構成によれば、延出操作部を掴んだまま支柱内に補強部材を挿入でき、また、支柱内の補強部材を第一の位置から第二の位置に配置変更できるため、補強部材の設置作業を容易に行うことができるようになる。   According to this configuration, the reinforcing member can be inserted into the support while holding the extension operation section, and the reinforcing member in the support can be changed in position from the first position to the second position. Work can be performed easily.

本発明の柵構造用の支柱補強具において、
前記延出操作部には、前記一対の補強部材が前記第一の位置から前記第二の位置に配置変更された状態で、前記軸部材上に掛止される掛止部が設けられていてもよい。
In the column reinforcement for a fence structure of the present invention,
The extension operating portion is provided with a hook portion that is hooked on the shaft member in a state where the pair of reinforcing members are rearranged from the first position to the second position. Is also good.

このようにすれば、一対の補強部材が第一の位置から第二の位置に切り替えられると、掛止部が軸部材上に掛止されるため、一対の補強部材の間にスペーサを挿入できる状態を保ち易くすることができる。   With this configuration, when the pair of reinforcing members are switched from the first position to the second position, the locking portion is locked on the shaft member, so that the spacer can be inserted between the pair of reinforcing members. The state can be easily maintained.

本発明の柵構造用の支柱補強具は、
前記一対の補強部材の間において、前記スペーサを前記支柱の軸線方向でガイドするためのガイド構造を備えていてもよい。
The pillar reinforcement for a fence structure of the present invention includes:
A guide structure for guiding the spacer in the axial direction of the column may be provided between the pair of reinforcing members.

かかる構成によれば、ガイド構造によって、スペーサを一対の補強部材の間で前記軸線方向に沿って移動させることができるため、スペーサを前記軸線方向に沿う真っ直ぐな姿勢で一対の補強部材の間に挿入できる。従って、前記柵構造用の支柱補強具は、補強後の支柱の強度を調整し易くなるため、補強後の支柱の強度を所望する強度に合わせ易くなる。   According to this configuration, since the spacer can be moved along the axial direction between the pair of reinforcing members by the guide structure, the spacer can be moved between the pair of reinforcing members in a straight posture along the axial direction. Can be inserted. Therefore, the pillar reinforcing tool for the fence structure can easily adjust the strength of the post after reinforcement, and thus can easily adjust the strength of the post after reinforcement to a desired strength.

本発明の柵構造の支柱補強構造は、
中空柱状であり且つ軸線方向における一端部側が埋設される複数の支柱と、
前記支柱と前記支柱に支持させる支持物とを固定するための固定構造であって、前記支柱に対して前記支柱の径方向で挿通する軸部材を有する固定構造と、を備える柵構造の前記支柱を補強する柵構造用の支柱補強構造であって、
前記軸部材と前記支柱内面との間を通じて前記支柱内に挿入された一対の補強部材であって、前記支柱内における位置が、前記支柱の軸線方向、及び前記軸部材の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向、若しくは前記挿通方向と前記横方向とに対して傾斜する方向で間隔をあけて並ぶ第二の位置に配置変更された一対の補強部材と、
前記軸部材と前記支柱内面との間を通じて、前記第二の位置に配置変更された前記一対の補強部材の間に挿入されたスペーサと、を備える。
The strut reinforcement structure of the fence structure of the present invention includes:
A plurality of pillars having a hollow pillar shape and one end side in the axial direction is buried,
A fixing structure for fixing the support and a support to be supported by the support, and a fixing structure having a shaft member inserted through the support in a radial direction of the support; A pillar reinforcement structure for a fence structure that reinforces
A pair of reinforcing members inserted into the column through the space between the shaft member and the column inner surface, wherein the position in the column is the direction of the axis of the column and the direction of insertion of the shaft member. From the first position, which is arranged at an interval between each other in the horizontal direction perpendicular to the second direction, the second direction, which is arranged at an interval in the direction inclined with respect to the insertion direction or the insertion direction and the horizontal direction, A pair of reinforcing members relocated to the position of,
A spacer inserted between the pair of reinforcing members, the arrangement of which is changed to the second position, between the shaft member and the inner surface of the support column.

上記構成の柵構造用の支柱補強構造は、一対の補強部材を支柱の内周面と軸部材との間から支柱内に挿入し、さらに、第一の位置から第二の位置に配置変更することで平面視において軸部材から外れた位置に形成した一対の補強部材の間のスペースにスペーサを挿入することで構築できるため、軸部材を支柱に取り付けたまま、該支柱補強構造を構築する作業、すなわち、支柱を補強することができる。   The column reinforcing structure for a fence structure having the above configuration inserts a pair of reinforcing members into the column from between the inner peripheral surface of the column and the shaft member, and further changes the arrangement from the first position to the second position. In this way, since it can be constructed by inserting a spacer into a space between a pair of reinforcing members formed at a position deviated from the shaft member in plan view, an operation of constructing the column reinforcement structure with the shaft member attached to the column That is, the column can be reinforced.

本発明の柵構造用の支柱補強方法は、
中空柱状であり且つ軸線方向における一端部側が埋設される複数の支柱と、
前記支柱と前記支柱に支持させる支持物とを固定するための固定構造であって、前記支柱に対して前記支柱の径方向で挿通される軸部材を有する固定構造と、を備える柵構造の前記支柱の支柱補強方法であって、
一対の補強部材を、前記軸部材と前記支柱内面との間を通じて前記支柱内に挿入した後に、該一対の補強部材を、前記支柱の軸線方向、及び前記軸部材の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向、若しくは前記挿通方向と前記横方向とに対して傾斜する方向で間隔をあけて並ぶ第二の位置に配置変更し、
前記軸部材と前記支柱内面との間を通じて、前記第二の位置に配置変更された前記一対の補強部材の間にスペーサを挿入する。
The method of reinforcing a support for a fence structure according to the present invention includes:
A plurality of pillars having a hollow pillar shape and one end side in the axial direction is buried,
A fixing structure for fixing the support and a support to be supported by the support, and a fixing structure having a shaft member inserted through the support in a radial direction of the support, A method of reinforcing a pillar,
After inserting the pair of reinforcing members into the column through the space between the shaft member and the inner surface of the column, the pair of reinforcing members are moved in the axial direction of the column and in the insertion direction of the shaft member. From the first position, which is arranged at an interval between each other in the transverse direction orthogonal to the second direction, the second direction, which is arranged at an interval in a direction inclined with respect to the insertion direction, or the insertion direction and the lateral direction, Change the position to
A spacer is inserted between the pair of reinforcing members, the arrangement of which is changed to the second position, between the shaft member and the inner surface of the column.

上記構成の柵構造用の支柱補強方法によれば、一対の補強部材を支柱の内周面と軸部材との間から支柱内に挿入した後、一対の補強部材を第一の位置から第二の位置に配置変更すると、一対の補強部材の間のスペースが平面視において軸部材から外れた位置に形成される。そして、軸部材と支柱内面との間を通じてかかるスペース内にスペーサを挿入すると、該スペーサにより一対の補強部材の間隔が保たれ、これにより、支柱が補強される。   According to the column reinforcing method for a fence structure having the above-described configuration, after inserting the pair of reinforcing members into the column from between the inner peripheral surface of the column and the shaft member, the pair of reinforcing members is moved from the first position to the second position. When the arrangement is changed to the position, the space between the pair of reinforcing members is formed at a position deviated from the shaft member in plan view. Then, when the spacer is inserted into the space passing between the shaft member and the inner surface of the column, the spacer keeps the space between the pair of reinforcing members, thereby reinforcing the column.

このように、前記柵構造用の支柱補強方法は、支柱に固定構造の軸部材を取り付けたまま支柱を補強できる。   As described above, according to the method of reinforcing a support for a fence structure, the support can be reinforced while the shaft member having the fixed structure is attached to the support.

以上のように、本発明の柵構造用の支柱補強具、及び支柱補強構造、並びに支柱補強方法によれば、簡単な作業で柵構造用の支柱を補強できる、という優れた効果を奏し得る。   As described above, according to the support structure for a fence structure, the support structure for a support structure, and the support method for a support structure of the present invention, an excellent effect that a support structure for a fence structure can be enhanced by a simple operation can be obtained.

図1は、本発明の一実施形態に係る支柱補強具の設置対象とする柵構造の外観図である。FIG. 1 is an external view of a fence structure to which a column reinforcement according to an embodiment of the present invention is to be installed. 図2は、図1に示す柵構造の部分断面図である。FIG. 2 is a partial sectional view of the fence structure shown in FIG. 図3は、図1のIII−III線における柵構造の部分断面図である。FIG. 3 is a partial cross-sectional view of the fence structure along the line III-III in FIG. 1. 図4は、同実施形態に係る支柱補強具の補強部材の斜視図である。FIG. 4 is a perspective view of a reinforcing member of the column reinforcement according to the embodiment. 図5は、同実施形態に係る支柱補強具のスペーサの斜視図である。FIG. 5 is a perspective view of a spacer of the column reinforcement according to the embodiment. 図6は、同実施形態に係る支柱補強方法の説明図であって、支柱に一対の補強部材を挿入した直後の状態の説明図である。FIG. 6 is an explanatory diagram of the column reinforcing method according to the embodiment, and is a diagram illustrating a state immediately after a pair of reinforcing members are inserted into the column. 図7は、同実施形態に係る支柱補強方法の説明図であって、支柱に挿入した一対の補強部材を、第一の位置から第二の位置に配置変更した状態の説明図である。FIG. 7 is an explanatory diagram of the column reinforcing method according to the embodiment, and is a diagram illustrating a state in which a pair of reinforcing members inserted into the column are rearranged from a first position to a second position. 図8は、同実施形態に係る支柱補強方法の説明図であって、一対の補強部材の間にスペーサを挿入した状態の説明図である。FIG. 8 is an explanatory diagram of the column reinforcing method according to the embodiment, illustrating a state in which a spacer is inserted between a pair of reinforcing members. 図9は、本発明の他実施形態に係る支柱補強具における、補強部材の斜視図である。FIG. 9 is a perspective view of a reinforcing member in a column reinforcement according to another embodiment of the present invention. 図10は、同実施形態に係る支柱補強具を支柱に設置した状態の説明図である。FIG. 10 is an explanatory diagram of a state in which the column reinforcement according to the same embodiment is installed on a column. 図11は、本発明の別の実施形態に係る支柱補強具における、補強部材の斜視図である。FIG. 11 is a perspective view of a reinforcing member in a column reinforcing device according to another embodiment of the present invention. 図12は、同実施形態に係る支柱補強具における、スペーサの斜視図である。FIG. 12 is a perspective view of a spacer in the column reinforcement according to the embodiment. 図13は、同実施形態に係る支柱補強具の使用状態の説明図であって、支柱に設置した状態の説明図である。FIG. 13 is an explanatory diagram of a use state of the column reinforcement according to the same embodiment, and is an explanatory diagram of a state where the column is installed on a column. 図14は、同実施形態に係る支柱補強具の説明図であって、支柱に一対の補強部材を挿入した直後の状態の説明図である。FIG. 14 is an explanatory diagram of the column reinforcing tool according to the embodiment, and is a diagram illustrating a state immediately after a pair of reinforcing members are inserted into the column. 図15は、同実施形態に係る支柱補強具の説明図であって、支柱に挿入した一対の補強部材を、第一の位置から第二の位置に配置変更した後に、該一対の補強部材の間にスペーサを挿入した状態の説明図である。FIG. 15 is an explanatory diagram of the column reinforcing member according to the embodiment, and after a pair of reinforcing members inserted into the column are rearranged from the first position to the second position, the pair of reinforcing members It is explanatory drawing of the state which inserted the spacer between.

以下、本発明の一実施形態に係る柵構造用の支柱補強具、及び支柱補強構造、並びに支柱補強方法について添付図面を参照しつつ説明を行う。   Hereinafter, a column reinforcement for a fence structure, a column reinforcement structure, and a column reinforcement method according to an embodiment of the present invention will be described with reference to the accompanying drawings.

柵構造とは、所定の間隔毎に立設された複数の支柱と、該支柱に支持させる支持物と、該支持物を支柱に固定する固定構造とで構成されている。なお、本実施形態では、柵構造がガードレールであり、支持物が複数の支柱に掛け渡された長尺なビームであることを前提として以下の説明を行うこととする。   The fence structure is composed of a plurality of columns erected at predetermined intervals, a support for supporting the columns, and a fixing structure for fixing the supports to the columns. In the present embodiment, the following description will be made on the assumption that the fence structure is a guardrail and the support is a long beam spanned by a plurality of columns.

図1に示すように、柵構造5の支柱50は、中空柱状(本実施形態では、円筒状)であり、下端部が地面Gに築かれた基礎Bに埋設されている。なお、支柱50の下端側の内部は空である場合もあるし、土等が詰まっている場合もある。   As shown in FIG. 1, the column 50 of the fence structure 5 has a hollow column shape (in the present embodiment, a cylindrical shape), and a lower end portion is buried in a foundation B laid on the ground G. In addition, the inside of the lower end side of the support column 50 may be empty or may be clogged with soil or the like.

固定構造51は、ビーム52を支柱50の上端側で受けるブラケット510と、支柱50の径方向において、支柱50とブラケット510とに挿通する軸部材511と、を有する。   The fixing structure 51 has a bracket 510 that receives the beam 52 on the upper end side of the column 50, and a shaft member 511 that penetrates the column 50 and the bracket 510 in the radial direction of the column 50.

ブラケット510は、支柱50の外面に固定されている。   The bracket 510 is fixed to the outer surface of the column 50.

軸部材511は、雄ねじ部材としてのボルトと、該ボルトに螺合させるナットとで構成されている。また、軸部材511は、ボルトの頭部とナットとによって、支柱50とブラケット510とを外側(ボルトの軸線方向における外側)から締結するように構成されている。   The shaft member 511 includes a bolt as a male screw member and a nut screwed to the bolt. Further, the shaft member 511 is configured to fasten the support 50 and the bracket 510 from outside (outside in the axial direction of the bolt) with the head of the bolt and the nut.

なお、本実施形態では、支柱50の軸線方向を高さ方向、支柱50とブラケット510とに対して軸部材511を挿通する方向を前後方向、高さ方向と前後方向とに直交する方向を横方向と称する。   In the present embodiment, the direction of the axis of the column 50 is the height direction, the direction of inserting the shaft member 511 into the column 50 and the bracket 510 is the front-rear direction, and the direction perpendicular to the height direction and the front-rear direction is the horizontal direction. Called direction.

柵構造用の支柱補強具1(以下、支柱補強具1と称する)は、図2,3に示すように、軸部材511と支柱50の内面との間を通じて支柱50内に挿入可能な一対の補強部材2であって、支柱50内での位置を、支柱50の軸線方向、及び支柱50(本実施形態では支柱50及びブラケット510)に対する軸部材511の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、挿通方向で間隔をあけて並ぶ第二の位置に配置変更可能な一対の補強部材2と、軸部材511と支柱50の内面との間を通じて、第二の位置に配置変更された一対の補強部材2の間に挿入可能なスペーサ3と、一対の補強部材2の間へのスペーサ3の挿入操作をガイドするためのガイド構造4(図6参照)と、を備えている。   As shown in FIGS. 2 and 3, a column reinforcement 1 for a fence structure (hereinafter, referred to as column reinforcement 1) includes a pair of inserts that can be inserted into the column 50 between the shaft member 511 and the inner surface of the column 50. The position of the reinforcing member 2 in the support 50 is orthogonal to the axial direction of the support 50 and the direction of the insertion of the shaft member 511 into the support 50 (the support 50 and the bracket 510 in the present embodiment). A pair of reinforcing members 2 whose arrangement can be changed from a first position arranged at intervals in the horizontal direction to a second position arranged at intervals in the insertion direction, a shaft member 511 and a support 50 A spacer 3 that can be inserted between the pair of reinforcing members 2 whose arrangement has been changed to the second position through the inner surface, and a guide for guiding the operation of inserting the spacer 3 between the pair of reinforcing members 2. Structure 4 (see FIG. 6) That.

補強部材2は、図4に示すように、長尺な補強部材本体部20と、該補強部材本体部20から、補強部材2を支柱50に挿入する挿入方向における後方側に延出する延出操作部21と、延出操作部21に設けられた掛止部22であって、軸部材511上に掛止可能な掛止部22と、を有する。   As shown in FIG. 4, the reinforcing member 2 has a long reinforcing member main body 20 and an extension extending from the reinforcing member main body 20 to the rear side in the insertion direction for inserting the reinforcing member 2 into the column 50. It has an operating portion 21 and a hooking portion 22 provided on the extension operating portion 21, the hooking portion 22 being hookable on the shaft member 511.

補強部材本体部20には、支柱50の内面に対向配置する外側対向面20aと、他の補強部材2の補強部材本体部20に向けて配置される内側対向面20bと、が含まれている。   The reinforcing member body 20 includes an outer facing surface 20a facing the inner surface of the column 50, and an inner facing surface 20b facing the reinforcing member body 20 of the other reinforcing member 2. .

また、本実施形態に係る補強部材本体部20は、中空の柱状、より具体的には多角筒状である筒状部200と、該筒状部200内に設けられる支持部201とを有しており、筒状部200の外面により、補強部材本体部20の外側対向面20aと内側対向面20bとが構成されている。なお、本実施形態では、外側対向面20aが角部を有する屈曲面となっており、内側対向面20bが全域に亘って平らな平面となっている。   Further, the reinforcing member main body 20 according to the present embodiment has a hollow columnar shape, more specifically, a cylindrical portion 200 having a polygonal cylindrical shape, and a support portion 201 provided in the cylindrical portion 200. The outer surface of the tubular portion 200 defines an outer facing surface 20a and an inner facing surface 20b of the reinforcing member main body 20. In the present embodiment, the outer facing surface 20a is a curved surface having a corner, and the inner facing surface 20b is a flat surface over the entire area.

ここで、補強部材本体部20は、前記挿入方向における前端側が支柱50の埋設箇所の表面(地際)よりも下方側に位置し、前記挿入方向における後端側が地際よりも上方側に位置するようにして、支柱50内に挿入される。そのため、支柱50内に挿入(設置)された補強部材本体部20は、地際の上下に跨るように配置されている。   Here, in the reinforcing member main body 20, the front end side in the insertion direction is located below the surface (ground) of the buried position of the support column 50, and the rear end side in the insertion direction is located above the ground. In such a manner, it is inserted into the support 50. For this reason, the reinforcing member main body 20 inserted (installed) in the support column 50 is disposed so as to straddle vertically above and below the ground.

延出操作部21は、長尺であり且つ長手方向における一端部が補強部材本体部20内に固定されている。そのため、延出操作部21の長手方向における他端部は、補強部材本体部20の後方側に位置している。   The extension operation unit 21 is long and one end in the longitudinal direction is fixed in the reinforcing member main body 20. Therefore, the other end in the longitudinal direction of the extension operation unit 21 is located on the rear side of the reinforcing member main body 20.

また、延出操作部21には、補強部材本体部20の横幅方向において、該補強部材本体部20の中央部よりも一方側にずれた場所に位置し、且つ軸部材511の側部に当接可能な横当部210を有する。また、横当部210は、補強部材本体部20の長手方向に沿って延びている。   Further, the extension operation unit 21 is located at a position shifted to one side from the center of the reinforcing member main body 20 in the width direction of the reinforcing member main body 20 and contacts the side of the shaft member 511. It has a contact portion 210 that can be contacted. The lateral contact portion 210 extends along the longitudinal direction of the reinforcing member main body 20.

掛止部22は、延出操作部21の横当部210を基準として、補強部材本体部20の横幅方向における該補強部材本体部20の中央部を境とする他方側に向かって延びている。   The hooking portion 22 extends toward the other side of the reinforcing member main body 20 in the lateral width direction with respect to the lateral contact portion 210 of the extension operating portion 21. .

なお、上述のように、延出操作部21の横当部210は、前記横幅方向において補強部材本体部20の中央部よりも一方側にずれた場所に位置しているため、掛止部22の基端も同様に、前記横幅方向において補強部材本体部20の中央部よりも一方側にずれた場所に位置している。一方、掛止部22の先端は、前記横幅方向において補強部材本体部20の中央部よりも他方側にずれた場所に位置している。そのため、掛止部22は、前記横幅方向における補強部材本体部20の一方側から他方側に亘って延びている。   As described above, the horizontal contact portion 210 of the extension operating portion 21 is located at a position shifted to one side from the central portion of the reinforcing member main body portion 20 in the lateral width direction. Is also located at a position shifted to one side from the center of the reinforcing member body 20 in the lateral width direction. On the other hand, the tip of the hooking portion 22 is located at a position shifted from the center of the reinforcing member main body 20 to the other side in the lateral width direction. Therefore, the hook portion 22 extends from one side to the other side of the reinforcing member main body portion 20 in the lateral width direction.

そして、掛止部22の下端部(補強部材本体部20側の端部)は、図3に示すように、補強部材本体部20の横幅方向に沿って延び、且つ軸部材511上に載置可能な載置部220となっている。また、載置部220は、一対の補強部材2が第一の位置から第二の位置に配置変更された状態で、軸部材511上に載置されるように構成されている。そのため、軸部材511上に載置部220を載置することで、支柱50内に挿入した補強部材2を軸部材511に吊下することができる。   As shown in FIG. 3, the lower end of the hooking portion 22 (the end on the side of the reinforcing member main body 20) extends along the width direction of the reinforcing member main body 20 and is placed on the shaft member 511. The mounting section 220 is possible. Further, the mounting portion 220 is configured to be mounted on the shaft member 511 in a state where the pair of reinforcing members 2 have been rearranged from the first position to the second position. Therefore, by placing the mounting portion 220 on the shaft member 511, the reinforcing member 2 inserted into the support column 50 can be hung on the shaft member 511.

スペーサ3は、一対の補強部材2の間に挿入された状態で、該一対の補強部材2のそれぞれの内側対向面20bに当接させるように構成されている。なお、スペーサ3は、一対の補強部材2の間に挿入された時点で一対の補強部材2のそれぞれの内側対向面20bに当接するように構成されていてもよいし(図8参照)、一対の補強部材2の間に挿入された後に(例えば、支柱50に外部から衝撃が加わったときに)、一対の補強部材2のそれぞれの内側対向面20bに当接するように構成されていてもよい。   The spacers 3 are configured to abut on the respective inner facing surfaces 20 b of the pair of reinforcing members 2 in a state inserted between the pair of reinforcing members 2. The spacer 3 may be configured to abut on the respective inner facing surfaces 20b of the pair of reinforcing members 2 when inserted between the pair of reinforcing members 2 (see FIG. 8), or (For example, when an external impact is applied to the column 50), and may be configured to come into contact with the respective inner facing surfaces 20 b of the pair of reinforcing members 2. .

本実施形態に係るスペーサ3は、図5に示すように、長尺であり、且つ平行な姿勢で互いの間に間隔をあけて間対向する長尺な一対の長板部30と、該長板部30のそれぞれに連設されている連設部31と、を備えている。   As shown in FIG. 5, the spacer 3 according to the present embodiment includes a pair of long plate portions 30 that are long and are opposed to each other in a parallel posture with an interval therebetween. And a connecting portion 31 connected to each of the plate portions 30.

一対の長板部30は、長方形状であり、板面を対向させた状態で並んでいる。また、連設部31も長方形状となっており、一対の長板部30のそれぞれの長辺、より具体的には、一対の長板部30が並ぶ方向で対向している一方の長板部30の長辺と他方の長板部30の長辺とに連続している。そのため、本実施形態のスペーサ3はコの字状となっている。   The pair of long plate portions 30 have a rectangular shape and are arranged with the plate surfaces facing each other. In addition, the continuous portion 31 also has a rectangular shape, and each long side of the pair of long plate portions 30, more specifically, one long plate opposed in the direction in which the pair of long plate portions 30 are arranged. The long side of the portion 30 and the long side of the other long plate portion 30 are continuous. Therefore, the spacer 3 of the present embodiment has a U shape.

スペーサ3は、一対の補強部材2の間に挿入された状態においては、一対の長板部30のうちの一方の外面が一方の補強部材2の内側対向面20bに対向配置され、他方の長板部30の外面が他方の補強部材2の内側対向面20bに対向配置される。   When the spacer 3 is inserted between the pair of reinforcing members 2, one outer surface of the pair of long plate portions 30 is disposed to face the inner facing surface 20 b of the one reinforcing member 2, and the other long plate portion 30 is long. The outer surface of the plate portion 30 is disposed to face the inner facing surface 20b of the other reinforcing member 2.

ガイド構造4は、図4に示すように、一対の補強部材2の間に挿入するスペーサ3を前記高さ方向でガイドする挿入ガイド部40と、一対の補強部材2の間へのスペーサ3の差し込み位置(前記高さ方向での位置)を決定するための位置決部41と、を有する。   As shown in FIG. 4, the guide structure 4 includes an insertion guide portion 40 that guides the spacer 3 inserted between the pair of reinforcing members 2 in the height direction, and the spacer 3 between the pair of reinforcing members 2. A positioning unit 41 for determining an insertion position (the position in the height direction).

本実施形態の挿入ガイド部40は、内側対向面20bから突出する凸部によって構成されている。   The insertion guide part 40 of the present embodiment is configured by a convex part protruding from the inner facing surface 20b.

また、内側対向面20bの横幅方向(補強部材本体部20の横幅方向)における一方側には、複数の挿入ガイド部40を補強部材本体部20の軸線方向に沿って一列に並べて形成した一群の挿入ガイド部40が、2列形成されており、内側対向面20bの横幅方向(補強部材本体部20の横幅方向)における他方側にもまた、複数の挿入ガイド部40を補強部材本体部20の軸線方向に沿って一列に並べた一群の挿入ガイド部40が、2列形成されている。   In addition, a group of a plurality of insertion guides 40 formed in a row along the axial direction of the reinforcing member main body 20 is provided on one side of the inner facing surface 20b in the horizontal width direction (the horizontal width direction of the reinforcing member main body 20). The insertion guide portions 40 are formed in two rows, and a plurality of insertion guide portions 40 are also provided on the other side of the inner facing surface 20b in the lateral width direction (the lateral width direction of the reinforcing member main body portion 20). A group of insertion guide portions 40 arranged in a line along the axial direction is formed in two lines.

内側対向面20bの横幅方向における一方側に形成されている2つの一群の挿入ガイド部40は、長板部30の横幅よりも広い間隔をあけて前記横幅方向で並んでおり、内側対向面20bの横幅方向における他方側に形成されている2つの一群の挿入ガイド部40もまた、長板部30の横幅よりも広い間隔をあけて前記横幅方向で並んでいる。   Two groups of insertion guide portions 40 formed on one side in the width direction of the inner facing surface 20b are arranged in the width direction at an interval wider than the width of the long plate portion 30. Also, two groups of insertion guide portions 40 formed on the other side in the lateral width direction are arranged in the lateral direction at an interval wider than the lateral width of the long plate portion 30.

位置決部41は、内側対向面20bに突設され、且つ挿入ガイド部40よりも前方側(前記挿入方向における前方側)に形成されている。そのため、長板部30を内側対向面20bに沿わせた状態でスペーサ3を挿入ガイド部40の間に挿入した際、該スペーサ3の先端が位置決部41に当接することで、補強部材2の間でのスペーサ3の位置が定まるようになっている。   The positioning portion 41 is provided so as to protrude from the inner facing surface 20b, and is formed on the front side (the front side in the insertion direction) of the insertion guide portion 40. Therefore, when the spacer 3 is inserted between the insertion guide portions 40 with the long plate portion 30 along the inner facing surface 20b, the tip of the spacer 3 abuts on the positioning portion 41, and the reinforcing member 2 The position of the spacer 3 between them is determined.

本実施形態に係る支柱補強具1の構成は以上の通りである。続いて、本実施形態に係る支柱補強具1を用いた柵構造用の支柱補強方法を説明する。   The configuration of the column reinforcement 1 according to the present embodiment is as described above. Subsequently, a method for reinforcing a column for a fence structure using the column reinforcing tool 1 according to the present embodiment will be described.

支柱補強方法では、一対の補強部材2を、軸部材511と支柱50の内面との間を通じて支柱50内に挿入する(図6参照)。   In the column reinforcement method, a pair of reinforcement members 2 are inserted into the column 50 between the shaft member 511 and the inner surface of the column 50 (see FIG. 6).

一方の補強部材2は、外側対向面20aが支柱50の内面に対向するように補強部材本体部20の向きを整えた後、一方の挿入領域を通じて該補強部材本体部20を支柱50内に挿入する。また、他方の補強部材2は、外側対向面20aが支柱50の内面に対向するように補強部材本体部20の向きを整えた後、他方の挿入領域を通じて該補強部材本体部20を支柱50内に挿入する。   One of the reinforcing members 2 is arranged such that the outer facing surface 20a faces the inner surface of the column 50, and then the reinforcing member main body 20 is inserted into the column 50 through one insertion region. I do. Also, the other reinforcing member 2 adjusts the direction of the reinforcing member main body 20 so that the outer facing surface 20a faces the inner surface of the support 50, and then connects the reinforcing member main body 20 to the support 50 through the other insertion region. Insert

これにより、支柱50内で軸部材511よりも下方側に配置された一対の補強部材本体部20は、内側対向面20bを互いに対向させた状態で横並び(前記横方向で横並び)に配置される。   Thereby, the pair of reinforcing member main bodies 20 arranged below the shaft member 511 in the support column 50 are arranged side by side (the sideways in the lateral direction) with the inner facing surfaces 20b facing each other. .

なお、本実形態では、延出操作部21を掴んで補強部材本体部20の向きや姿勢を変えたり、支柱50に挿入する操作を行えばよい。   In the present embodiment, it is sufficient to change the direction and the posture of the reinforcing member main body portion 20 by holding the extension operation portion 21 or perform the operation of inserting the reinforcing member main body portion 20 into the support column 50.

続いて、一対の補強部材2を、支柱50の軸線方向、及び軸部材511の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向で間隔をあけて並ぶ第二の位置に配置変更する(図7参照)。このようにすると、支柱50を平面視した状態における軸部材511の両側に、一対の補強部材2の間のスペース(すなわち、スペーサ3を挿入可能な挿入スペース)が形成される。   Subsequently, the pair of reinforcing members 2 are arranged in the axial direction of the support column 50 and in the first position in which the reinforcing members 2 are arranged at an interval between each other in a lateral direction orthogonal to the insertion direction of the shaft member 511, The arrangement is changed to a second position arranged at intervals in the insertion direction (see FIG. 7). In this way, a space between the pair of reinforcing members 2 (that is, an insertion space into which the spacer 3 can be inserted) is formed on both sides of the shaft member 511 in a state where the support 50 is viewed in a plan view.

そして、該挿入スペース内に、一対のスペーサ3を挿入する(図8参照)。このとき、一方のスペーサ3は、一方の挿入領域を通じて挿入スペース内に挿入され、他方のスペーサ3は、他方の挿入領域を通じて挿入スペース内に挿入される。   Then, a pair of spacers 3 is inserted into the insertion space (see FIG. 8). At this time, one spacer 3 is inserted into the insertion space through one insertion region, and the other spacer 3 is inserted into the insertion space through the other insertion region.

また、挿入スペース内に挿入されたスペーサ3は、挿入ガイド部40にガイドされて前記高さ方向に沿って真っすぐに挿入され、先端が位置決部41に当接することで、一対の補強部材2の間へのスペーサ3の差し込み深さ(前記高さ方向での位置)が定まる。   In addition, the spacer 3 inserted into the insertion space is guided by the insertion guide portion 40 and is inserted straight along the height direction, and the distal end abuts on the positioning portion 41, whereby the pair of reinforcing members 2 The insertion depth (position in the height direction) of the spacer 3 into the space between them is determined.

このようにして、柵構造5の支柱50に対して、一対の補強部材2を、軸部材511と支柱50の内面との間を通じて支柱50内に挿入した後に、該一対の補強部材2を、支柱50の軸線方向、及び軸部材511の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向で間隔をあけて並ぶ第二の位置に配置変更し、軸部材511と支柱50の内面との間を通じて、第二の位置に配置変更された一対の補強部材2の間にスペーサ3を挿入した補強構造が構築される。   In this manner, after the pair of reinforcing members 2 are inserted into the column 50 through the space between the shaft member 511 and the inner surface of the column 50, the pair of reinforcing members 2 are inserted into the column 50 of the fence structure 5. From a first position spaced apart from each other in a lateral direction orthogonal to each of the axial direction of the support 50 and the insertion direction of the shaft member 511, a first position spaced apart from each other in the insertion direction. A reinforcement structure is constructed in which the arrangement is changed to the second position, and the spacer 3 is inserted between the pair of reinforcement members 2 whose arrangement is changed to the second position, between the shaft member 511 and the inner surface of the column 50.

また、補強構造は、一対の補強部材本体部20が、外側対向面20aを支柱50の内周面に当接させた状態で地際の上下に跨るようにして支柱50内に挿入され、且つ一対の補強部材本体部20の間にはスペーサ3が挿入されているため、支柱50の根元の折損に対する強度を高めることができる。   Further, the reinforcing structure is inserted into the support column 50 such that the pair of reinforcing member main bodies 20 straddle vertically above and below the ground with the outer facing surface 20a abutting on the inner peripheral surface of the support column 50, and Since the spacer 3 is inserted between the pair of reinforcing member main bodies 20, the strength against breakage of the base of the column 50 can be increased.

以上のように、本実施形態に係る支柱補強具1によれば、一対の補強部材2を支柱50の内周面と軸部材511との間から支柱50内に挿入すると、一対の補強部材2の間のスペースが平面視において軸部材511と重なる位置に形成されるが、軸部材511と支柱50の内面との間から支柱50に挿入した一対の補強部材2を第一の位置から第二の位置に配置変更可能であるため、一対の補強部材2を第一の位置から第二の位置に配置変更することで、スペースを平面視において軸部材511から外れた位置に形成することができる。   As described above, according to the column reinforcement 1 according to the present embodiment, when the pair of reinforcement members 2 are inserted into the column 50 from between the inner peripheral surface of the column 50 and the shaft member 511, the pair of reinforcement members 2 Is formed at a position overlapping with the shaft member 511 in a plan view, but the pair of reinforcing members 2 inserted into the column 50 from between the shaft member 511 and the inner surface of the column 50 are moved from the first position to the second position. The space can be formed at a position deviated from the shaft member 511 in a plan view by changing the arrangement of the pair of reinforcing members 2 from the first position to the second position. .

そして、軸部材511と支柱50の内面との間を通じてスペース内にスペーサ3を挿入すると、該スペーサ3により一対の補強部材2の間隔が保たれ、これにより、支柱50が補強される。   When the spacer 3 is inserted into the space through the space between the shaft member 511 and the inner surface of the column 50, the spacer 3 keeps the space between the pair of reinforcing members 2 to reinforce the column 50.

このように、柵構造用の支柱補強具1は、支柱50にビーム52を固定している軸部材511を支柱50とビーム52とに取り付けたまま支柱50を補強できるため、簡単な作業で柵構造用の支柱50を補強できる、という優れた効果を奏し得る。また、支柱補強構造、及び支柱補強方法においても支柱補強具1と同様に、簡単な作業で柵構造用の支柱50を補強できる、という優れた効果を奏し得る。   As described above, the support structure 1 for a fence structure can reinforce the support column 50 with the shaft member 511 fixing the beam 52 to the support column 50 attached to the support column 50 and the beam 52. An excellent effect that the structural column 50 can be reinforced can be obtained. Further, also in the column reinforcement structure and the column reinforcement method, similarly to the column reinforcement 1, there can be provided an excellent effect that the column 50 for the fence structure can be reinforced by a simple operation.

また、補強部材2には、該補強部材2の前記支柱50内への挿入方向における後方側に向かって延出する延出操作部21が設けられているため、作業者が延出操作部21を掴んだまま支柱50内に補強部材2を挿入でき、また、支柱50内の補強部材2を第一の位置から第二の位置に配置変更できるため、補強部材2の設置作業を容易に行うことができるようになる。   In addition, since the reinforcing member 2 is provided with the extending operation unit 21 that extends rearward in the direction in which the reinforcing member 2 is inserted into the support column 50, the worker can use the extending operation unit 21. The reinforcement member 2 can be inserted into the support column 50 while holding the gripping member, and the arrangement of the reinforcement member 2 in the support column 50 can be changed from the first position to the second position. Will be able to do it.

さらに、延出操作部21には、一対の補強部材2が第一の位置から第二の位置に配置変更された状態で、軸部材511上に掛止される掛止部22が設けられていているため、一対の補強部材2が第一の位置から第二の位置に切り替えた状態で掛止部22を軸部材511上に掛止することによって、一対の補強部材2の間にスペーサ3を挿入できる状態を保ち易くすることができる。   Further, the extension operating portion 21 is provided with a hooking portion 22 that is hooked on the shaft member 511 in a state where the pair of reinforcing members 2 are rearranged from the first position to the second position. Therefore, by locking the locking portion 22 on the shaft member 511 in a state where the pair of reinforcing members 2 are switched from the first position to the second position, the spacer 3 is positioned between the pair of reinforcing members 2. Can be easily maintained.

また、ガイド構造4が、一対の補強部材2の間でスペーサ3を支柱50の軸線方向でガイドする挿入ガイド部40を有するため、一対の補強部材2の間でスペーサ3を前記軸線方向に沿って移動させ易くなる。従って、スペーサ3を前記軸線方向に沿う真っ直ぐな姿勢で一対の補強部材2の間に挿入し易くすることで、補強後の支柱50の強度を簡単に調整できるようになるため、補強後の支柱50の強度を所望する強度に合わせ易くなる。   In addition, since the guide structure 4 has the insertion guide portion 40 that guides the spacer 3 between the pair of reinforcing members 2 in the axial direction of the column 50, the spacer 3 is moved along the axial direction between the pair of reinforcing members 2. Easier to move. Therefore, the strength of the post 50 after reinforcement can be easily adjusted by facilitating the insertion of the spacer 3 between the pair of reinforcement members 2 in a straight posture along the axial direction. It becomes easy to adjust the strength of 50 to the desired strength.

なお、本発明の支柱補強具、支柱補強方法、支柱補強構造は、上記実施形態に限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々の変更を加え得ることは勿論である。   Note that the column reinforcement, the column reinforcement method, and the column reinforcement structure of the present invention are not limited to the above-described embodiment, and various modifications can be made without departing from the scope of the present invention. .

上記実施形態では、支柱補強具1の設置対象となる支柱50が基礎Bに立設されていたが、この構成に限定されない。支柱補強具1の設置対象となる支柱50は、例えば、地面や舗装された路面等に立設されていてもよい。   In the above-described embodiment, the column 50 on which the column reinforcement 1 is to be installed is erected on the foundation B, but the present invention is not limited to this configuration. The column 50 on which the column reinforcement 1 is installed may be, for example, erected on the ground or on a paved road surface.

上記実施形態では、支柱50に支持させる支持物がビーム52であることを前提として支柱補強具1等の説明を行ったが、例えば、支柱50に支持させる支持物は、パネルや、ケーブル、パイプ等であってもよい。すなわち、柵構造5は、ガードレールとは別種の柵構造(例えば、横断転落防止柵等)であってもよい。   In the above-described embodiment, the description has been given of the column reinforcement 1 and the like on the assumption that the support to be supported by the column 50 is the beam 52. However, for example, the support to be supported by the column 50 is a panel, a cable, or a pipe. And so on. That is, the fence structure 5 may be a fence structure different from the guardrail (for example, a cross fall prevention fence).

上記実施形態において、固定構造51は、ブラケット510を介して支持物を支柱50に固定するように構成されていたが、この構成に限定されない。例えば、固定構造51は、ブラケット510を介さずに支持物を支柱50に固定するように構成されていてもよい。この場合、軸部材511を支持物と支柱50とに挿通することで、支柱50に対する支持物の設置位置を決定できるようにしてもよい。   In the above embodiment, the fixing structure 51 is configured to fix the support to the column 50 via the bracket 510, but is not limited to this configuration. For example, the fixing structure 51 may be configured to fix the support to the column 50 without the intervention of the bracket 510. In this case, the installation position of the support with respect to the support 50 may be determined by inserting the shaft member 511 between the support and the support 50.

上記実施形態において、スペーサ3は、長手方向に直交する方向での断面形状がコの字状となるように形成されていたが、この構成に限定されない。スペーサ3は、例えば、角柱状や、角筒状であってもよい。   In the above embodiment, the spacer 3 is formed so that the cross-sectional shape in a direction orthogonal to the longitudinal direction is a U-shape, but is not limited to this configuration. The spacer 3 may be, for example, in the shape of a prism or a prism.

上記実施形態において、補強部材本体部20の外側対向面20aは、角部を有する屈曲面となっていたが、この構成に限定されない。例えば、補強部材本体部20の外側対向面20aは、図9に示すように、円弧状の湾曲面であってもよい。この場合、図10に示すように、補強部材本体部20の外側対向面20a全体を支柱50の内周面に当接させることが可能となる。   In the above embodiment, the outer facing surface 20a of the reinforcing member main body 20 is a curved surface having a corner, but the present invention is not limited to this configuration. For example, the outer facing surface 20a of the reinforcing member main body 20 may be an arcuate curved surface as shown in FIG. In this case, as shown in FIG. 10, the entire outer facing surface 20 a of the reinforcing member main body 20 can be brought into contact with the inner peripheral surface of the column 50.

上記実施形態において、連設部31は、各長板部30の長辺に連続していたが、この構成に限定されない、例えば、連設部31は、各長板部30の板面に連続していてもよい。   In the above embodiment, the continuous portion 31 is continuous with the long side of each long plate portion 30. However, the present invention is not limited to this configuration. For example, the continuous portion 31 is continuous with the plate surface of each long plate portion 30. You may have.

上記実施形態において、挿入ガイド部40は、内側対向面20bに形成された突起により構成されていたが、この構成に限定されない。例えば、挿入ガイド部40は、一対の補強部材2の間に挿入されたスペーサ3を前記高さ方向でガイドすることができれば、補強部材本体部20の軸線方向に沿って真っすぐに延びる溝等によって構成されていてもよい。   In the above embodiment, the insertion guide portion 40 is configured by the protrusion formed on the inner facing surface 20b, but is not limited to this configuration. For example, as long as the insertion guide portion 40 can guide the spacer 3 inserted between the pair of reinforcing members 2 in the height direction, a groove or the like extending straight along the axial direction of the reinforcing member main body portion 20. It may be configured.

上記実施形態では、前記挿通方向で並ぶ一対の補強部材2の位置を第二の位置として説明したが、この構成に限定されない。例えば、上記実施形態では、前記挿通方向と前記横方向とに対して傾斜する方向を一対の補強部材2の第二の位置としてもよい。   In the above embodiment, the position of the pair of reinforcing members 2 arranged in the insertion direction has been described as the second position, but the present invention is not limited to this configuration. For example, in the above embodiment, a direction inclined with respect to the insertion direction and the lateral direction may be the second position of the pair of reinforcing members 2.

上記実施形態において、一対の補強部材2は、別体物で構成されていたが、例えば、延出操作部21同士や、掛止部22同士を接続して一体物としてもよい。   In the above-described embodiment, the pair of reinforcing members 2 are configured as separate objects. However, for example, the extending operation sections 21 and the hooking sections 22 may be connected to form an integrated body.

上記実施形態において、補強部材本体部20は、中空の柱状(より具体的には多角筒状)の筒状部200を有するように構成されていたが、この構成に限定されない。例えば、補強部材本体部20は、図11乃至図15に示すように、湾曲、若しくは屈曲した板状部202を有するように構成されていてもよい。また、図11に図示している補強部材2では、掛止部22の先端が下方側に向かって垂下しており、さらに、挿入ガイド部40が溝状に形成されている。   In the above-described embodiment, the reinforcing member main body portion 20 is configured to have the hollow columnar (more specifically, polygonal cylindrical) cylindrical portion 200, but is not limited to this configuration. For example, as shown in FIGS. 11 to 15, the reinforcing member main body 20 may be configured to have a curved or bent plate-like portion 202. Further, in the reinforcing member 2 shown in FIG. 11, the tip of the hooking portion 22 hangs downward, and the insertion guide portion 40 is formed in a groove shape.

なお、図11乃至図15に示す補強部材本体部20では、板状部202の外側の一面(外周面)が支柱50の内面に対向配置される外側対向面20aとなり、板状部202の内側の一面(内周面)が他の補強部材2の補強部材本体部20に向けて配置される内側対向面20bとなっている。   In the reinforcing member main body 20 shown in FIGS. 11 to 15, one outer surface (outer peripheral surface) of the plate-like portion 202 becomes an outer facing surface 20 a arranged to face the inner surface of the support 50, and (Inner peripheral surface) is an inner facing surface 20b arranged toward the reinforcing member body 20 of the other reinforcing member 2.

上記実施形態では、一対の長板部30が、板面を対向させた状態で並んでいたが、この構成に限定されない。例えば、図12に示すように、一対の長板部30は、それぞれの幅方向を同方向に揃えた姿勢で横並びに配置されていてもよい。また、この場合においては、連設部31が、一対の長板部30が並ぶ方向に対して直交する方向において屈曲、又は湾曲していてもよい。   In the above embodiment, the pair of long plate portions 30 are arranged with the plate surfaces facing each other, but the present invention is not limited to this configuration. For example, as shown in FIG. 12, the pair of long plate portions 30 may be arranged side by side with their width directions aligned in the same direction. In this case, the connecting portion 31 may be bent or curved in a direction orthogonal to the direction in which the pair of long plate portions 30 are arranged.

1…支柱補強具、2…補強部材、3…スペーサ、4…ガイド構造、5…柵構造、20…補強部材本体部、20a…外側対向面、20b…内側対向面、21…延出操作部、22…掛止部、30…長板部、31…連設部、40…挿入ガイド部、41…位置決部、50…支柱、52…ビーム、200…筒状部、201…支持部、202…板状部、210…横当部、220…掛止面、510…ブラケット、511…軸部材、B…基礎、G…地面   DESCRIPTION OF SYMBOLS 1 ... Post reinforcement, 2 ... Reinforcement member, 3 ... Spacer, 4 ... Guide structure, 5 ... Fence structure, 20 ... Reinforcement member main body, 20a ... Outside facing surface, 20b ... Inside facing surface, 21 ... Extension operating portion , 22 ... Hooking part, 30 ... Long plate part, 31 ... Continuous part, 40 ... Introduction guide part, 41 ... Positioning part, 50 ... Post, 52 ... Beam, 200 ... Tube, 201 ... Support part, 202: plate portion, 210: lateral contact portion, 220: hooking surface, 510: bracket, 511: shaft member, B: foundation, G: ground

Claims (6)

中空柱状であり且つ軸線方向における一端部側が埋設される複数の支柱と、
前記支柱と前記支柱に支持させる支持物とを固定するための固定構造であって、前記支柱に対して前記支柱の径方向で挿通される軸部材を有する固定構造と、を備える柵構造の前記支柱を補強する柵構造用の支柱補強具であって、
前記軸部材と前記支柱内面との間を通じて前記支柱内に挿入可能な一対の補強部材であって、前記支柱内での位置を、前記支柱の軸線方向、及び前記軸部材の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向、若しくは前記挿通方向と前記横方向とに対して傾斜する方向で間隔をあけて並ぶ第二の位置に配置変更可能な一対の補強部材と、
前記軸部材と前記支柱内面との間を通じて、前記第二の位置に配置変更された前記一対の補強部材の間に挿入可能なスペーサと、を備える、
柵構造用の支柱補強具。
A plurality of pillars having a hollow pillar shape and one end side in the axial direction is buried,
A fixing structure for fixing the support and a support to be supported by the support, and a fixing structure having a shaft member inserted through the support in a radial direction of the support, A pillar reinforcement for a fence structure for reinforcing a pillar,
A pair of reinforcing members that can be inserted into the column through the space between the shaft member and the inner surface of the column, wherein the position in the column is defined by the axial direction of the column and the insertion direction of the shaft member. From the first position, which is arranged at an interval between each other in the horizontal direction orthogonal to the direction, the insertion direction, or the first line, which is arranged at an interval in a direction inclined with respect to the insertion direction and the horizontal direction, A pair of reinforcing members that can be repositioned at two positions,
And a spacer that can be inserted between the pair of reinforcing members that have been rearranged at the second position, between the shaft member and the inner surface of the column.
Post reinforcement for fence structure.
前記補強部材には、該補強部材の前記支柱内への挿入方向における後方側に向かって延出する延出操作部を有する、請求項1に記載の柵構造用の支柱補強具。   2. The column reinforcing member for a fence structure according to claim 1, wherein the reinforcing member has an extension operating portion extending rearward in a direction in which the reinforcing member is inserted into the column. 3. 前記延出操作部には、前記一対の補強部材が前記第一の位置から前記第二の位置に配置変更された状態で、前記軸部材上に掛止される掛止部が設けられる、
請求項2に記載の柵構造用の支柱補強具。
The extension operation unit is provided with a hook that is hooked on the shaft member in a state in which the pair of reinforcing members are rearranged from the first position to the second position.
The support | pillar reinforcement for fence structures of Claim 2.
前記一対の補強部材の間において、前記スペーサを前記支柱の軸線方向でガイドするためのガイド構造を備える、
請求項1乃至請求項3の何れか1項に記載の柵構造用の支柱補強具。
A guide structure for guiding the spacer in the axial direction of the column between the pair of reinforcing members,
The support | pillar reinforcement for fence structures of any one of Claims 1 thru | or 3.
中空柱状であり且つ軸線方向における一端部側が埋設される複数の支柱と、
前記支柱と前記支柱に支持させる支持物とを固定するための固定構造であって、前記支柱に対して前記支柱の径方向で挿通する軸部材を有する固定構造と、を備える柵構造の前記支柱を補強する柵構造用の支柱補強構造であって、
前記軸部材と前記支柱内面との間を通じて前記支柱内に挿入された一対の補強部材であって、前記支柱内における位置が、前記支柱の軸線方向、及び前記軸部材の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向、若しくは前記挿通方向と前記横方向とに対して傾斜する方向で間隔をあけて並ぶ第二の位置に配置変更された一対の補強部材と、
前記軸部材と前記支柱内面との間を通じて、前記第二の位置に配置変更された前記一対の補強部材の間に挿入されたスペーサと、を備える、
柵構造の支柱補強構造。
A plurality of pillars having a hollow pillar shape and one end side in the axial direction is buried,
A fixing structure for fixing the support and a support to be supported by the support, and a fixing structure having a shaft member inserted through the support in a radial direction of the support; A pillar reinforcement structure for a fence structure that reinforces
A pair of reinforcing members inserted into the column through the space between the shaft member and the column inner surface, wherein the position in the column is the direction of the axis of the column and the direction of insertion of the shaft member. From the first position, which is arranged at an interval between each other in the horizontal direction perpendicular to the second direction, the second direction, which is arranged at an interval in the direction inclined with respect to the insertion direction or the insertion direction and the horizontal direction, A pair of reinforcing members relocated to the position of,
And a spacer inserted between the pair of reinforcing members, the arrangement of which is changed to the second position, between the shaft member and the inner surface of the column.
Reinforcement structure of fence structure.
中空柱状であり且つ軸線方向における一端部側が埋設される複数の支柱と、
前記支柱と前記支柱に支持させる支持物とを固定するための固定構造であって、前記支柱に対して前記支柱の径方向で挿通される軸部材を有する固定構造と、を備える柵構造の前記支柱の支柱補強方法であって、
一対の補強部材を、前記軸部材と前記支柱内面との間を通じて前記支柱内に挿入した後に、該一対の補強部材を、前記支柱の軸線方向、及び前記軸部材の挿通方向のそれぞれの方向に対して直交する横方向で互いの間に間隔をあけて並ぶ第一の位置から、前記挿通方向、若しくは前記挿通方向と前記横方向とに対して傾斜する方向で間隔をあけて並ぶ第二の位置に配置変更し、
前記軸部材と前記支柱内面との間を通じて、前記第二の位置に配置変更された前記一対の補強部材の間にスペーサを挿入する、
柵構造用の支柱補強方法。
A plurality of pillars having a hollow pillar shape and one end side in the axial direction is buried,
A fixing structure for fixing the support and a support to be supported by the support, and a fixing structure having a shaft member inserted through the support in a radial direction of the support, A method of reinforcing a pillar,
After inserting the pair of reinforcing members into the column through the space between the shaft member and the inner surface of the column, the pair of reinforcing members are moved in the axial direction of the column and in the insertion direction of the shaft member. From the first position, which is arranged at an interval between each other in the transverse direction orthogonal to the second direction, the second direction, which is arranged at an interval in a direction inclined with respect to the insertion direction, or the insertion direction and the lateral direction, Change the position to
Through a space between the shaft member and the inner surface of the column, a spacer is inserted between the pair of reinforcing members that have been rearranged at the second position.
A method of reinforcing columns for fence structures.
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