JP2010174590A - Connection structure and connection method of conductive member of pca frame and pca member used therefor - Google Patents

Connection structure and connection method of conductive member of pca frame and pca member used therefor Download PDF

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JP2010174590A
JP2010174590A JP2009021476A JP2009021476A JP2010174590A JP 2010174590 A JP2010174590 A JP 2010174590A JP 2009021476 A JP2009021476 A JP 2009021476A JP 2009021476 A JP2009021476 A JP 2009021476A JP 2010174590 A JP2010174590 A JP 2010174590A
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pca
metal plate
conductive
connection
notch
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JP5231270B2 (en
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Shinichi Amagumo
伸一 天雲
Kiyoshi Ogura
清志 小倉
Kazuhiko Ikeda
和彦 池田
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To facilitate a visual check of connection work and a connection state between conductive members buried in a PCa member and facilitate back filling of a notch by improving fixation performance of post-burial mortar which is filed into the notch. <P>SOLUTION: The conductive member A, the end of which is provided with a metal sheet a, is hammered into the PCa member in a state where the metal sheet is exposed in the interior of the notch b formed on the side of the end of the PCa member in the axial direction. After connecting the PCa members with each other, the conductive members A are physically and electrically connected with each other by welding a metal sheet 11 for connection to the metal sheets a which are in the notches b positioned across a connection joint from each other. After that, the mortar 12 is filled into the notch b. The conductive member A is constituted by an electric conductor 2 and an L-shaped iron plate 3. The conductive member A consists of two reinforcing iron bars 1 arranged in parallel with each other, and the L-shaped iron plate 3 is welded to the two reinforcing iron bars 1 at both ends of the electric conductor 2 in a state where one side of the L-shaped iron plate 3 is sandwitched by the two reinforcing iron bars 1. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、例えば、PCa(プレキャストコンクリート)柱を用いた多層建築物における避雷導体等に好適なPCa架構における導電性部材の接続構造及び接続方法に関する。   The present invention relates to a connection structure and a connection method for conductive members in a PCa frame suitable for lightning conductors and the like in multilayer buildings using PCa (precast concrete) columns, for example.

一般に、PCa柱を用いた多層建築物においては、PCa柱の主筋同士の接合にモルタル等によるグラウト式機械継手が用いられており、機械継手の位置で主筋同士の電気的接続が断たれるので、主筋を圧接する在来工法によるRC造建築物のように、主筋をそのまま落雷時の雷電流を接地する避雷導体として利用する訳にはいかない。   In general, in multi-layer buildings using PCa columns, grout-type mechanical joints such as mortar are used for joining the main bars of PCa columns, and the electrical connection between the main bars is broken at the position of the mechanical joint. The main bar cannot be used as a lightning conductor for grounding the lightning current during a lightning strike, as is the case with a conventional RC structure building that presses the main bar.

そのため、PCa架構とした多層建築物においても、柱用PCa部材の主筋を避雷導体として利用できるようにした柱の接続構造が、特許文献1によって提案されている。この接続構造は、柱用PCa部材の内部に主筋と電気的に接続された導電性金物を柱用PCa部材の上面と下面に露出した状態に埋設しておき、下階側の柱用PCa部材の上に上階側の柱用PCa部材を接続することにより、上下の導電性金物同士が接触して、電気的に接続されるようにしたものである。   For this reason, Patent Document 1 proposes a column connection structure in which a main bar of a column PCa member can be used as a lightning conductor even in a multi-layer building having a PCa frame. In this connection structure, a conductive metal object electrically connected to the main bar is embedded inside the column PCa member so as to be exposed on the upper and lower surfaces of the column PCa member, and the column PCa member on the lower floor side is embedded. By connecting the upper PCa member for the upper floor on the upper and lower sides, the upper and lower conductive metal objects come into contact with each other and are electrically connected.

しかし、これによる場合は、上下の柱用PCa部材の端面間に形成される隙間の内部で導電性金物同士の接触が行われるので、接続状態を目視で確認することができず、施工管理、品質確保が極めて困難である。そのため、特許文献1に記載の発明では、柱用PCa部材の上面と下面に露出させる導電性金物を通電により溶解する金属材料で作製し、上下の柱用PCa部材の接続後、通電により導電性金物を溶解して電気的に接続するといった特殊な工夫がなされている。しかし、このように工夫しても、溶解によって実際に電気的な接続が成されたか否かの確認は困難であり、しかも、接続不良が確認された場合の対応も困難であるなど、問題が多い。   However, in this case, since the conductive metal objects are brought into contact with each other inside the gap formed between the end faces of the upper and lower column PCa members, the connection state cannot be visually confirmed. Quality assurance is extremely difficult. Therefore, in the invention described in Patent Document 1, the conductive metal exposed on the upper and lower surfaces of the column PCa member is made of a metal material that is melted by energization. Special measures have been taken, such as melting and electrically connecting hardware. However, even with this ingenuity, it is difficult to confirm whether or not an electrical connection has actually been made by melting, and it is also difficult to respond when a connection failure is confirmed. Many.

そのため、実際のPCa架構を有する建築工事では、次の二つの方法が採用されることが多い。その一つは、図16に示すように、柱用PCa部材の製造段階で、合成樹脂製のさや管(PF管)15を柱用PCa部材に打ち込んでおき、柱用PCa部材を接続する都度、さや管15に軟質導線16を通して、避雷導体を構築する方法である。   For this reason, the following two methods are often employed in construction work having an actual PCa frame. One of them is, as shown in FIG. 16, in the manufacturing stage of the column PCa member, a synthetic resin sheath tube (PF tube) 15 is driven into the column PCa member, and each time the column PCa member is connected. In this method, a lightning conductor is constructed by passing the soft conductor 16 through the sheath tube 15.

他の一つは、図17に示すように、柱用PCa部材に接続用軟質導線付き避雷導体(これは2本の鉄筋、軟銅線、軟銅帯、ステンレス鋼板等を組み合わせて構成されている。)17を、上部の接続用軟質導線18aが、柱用PCa部材の上端から柱梁仕口部用PCa部材を迂回し得る長さで突出し、下部の接続用軟質導線18bが、柱用PCa部材の端部側面の切欠きbに露出した状態に打ち込んでおく一方、梁柱仕口部用PCa部材の側面には上下方向全長にわたる縦溝cを形成しておき、上下の接続用軟質導線付き避雷導体17、17同士を切欠きbの内部で接続し、切欠きb及び縦溝cにモルタル12を充填して、接続用軟質導線18a、18bを被覆する方法である。   As shown in FIG. 17, the other one is a lightning conductor with a soft lead wire for connection to a pillar PCa member (this is composed of two reinforcing bars, a soft copper wire, a soft copper strip, a stainless steel plate, etc.). ) 17 protrudes from the upper end of the column PCa member with a length that can bypass the column beam joint PCa member from the upper end of the column PCa member, and the lower connection soft conductor 18b projects to the column PCa member While being exposed in the notch b on the side surface of the end portion of the beam, a vertical groove c is formed on the side surface of the beam column joint portion PCa member in the entire vertical direction, and lightning arrester conductors with soft conductors for connecting the upper and lower sides are formed. 17 and 17 are connected to each other inside the notch b, and the mortar 12 is filled in the notch b and the longitudinal groove c to cover the connecting soft conductive wires 18a and 18b.

しかしながら、前者による場合、軟質導線16がさや管15に挿入されているため、避雷導体とPCa架構の構造鉄筋とが電気的に接続されておらず、落雷時、避雷導体と構造鉄筋に電位差が生じ、不測な短絡現象が発生する可能性がある上、さや管15に挿通されている軟質導線16が、落雷時に、フレミングの左手の法則によって、さや管15内で暴れるという問題もある。   However, in the former case, since the soft conducting wire 16 is inserted into the sheath tube 15, the lightning conductor and the structural reinforcement of the PCa frame are not electrically connected, and there is a potential difference between the lightning conductor and the structural reinforcement during a lightning strike. There is a possibility that an unexpected short-circuit phenomenon may occur, and there is a problem that the soft conductive wire 16 inserted through the sheath 15 is exposed in the sheath 15 due to Fleming's left-hand rule during a lightning strike.

後者による場合、接続用軟質導線付き避雷導体17をPCa部材の主筋周りに埋設されるせん断補強筋に番線で結束することで、避雷導体17とPCa架構の構造鉄筋を電気的に接続し、電位差を無くすことができる。しかし、その反面、避雷導体17が2本の鉄筋、軟銅線、軟銅帯、ステンレス鋼板等を組み合わせた特殊な金物であるため、コストが高く付き、しかも、柱用PCa部材の上端から上部の接続用軟質導線18aが長く突出しているため、高所での柱構築作業の邪魔になり、作業上の危険回避に相当な注意が要求されることになる。また、PCa部材から露出する導電性部材が軟質導線であるため、切欠きbや縦溝cにモルタル12をコテ押さえで充填する際、軟質導線の変形と復元によってモルタル12が浮き上がり、空隙が生じて、後埋めモルタル12の定着が悪いという問題がある。   In the case of the latter, the lightning conductor 17 with a soft conducting wire for connection is tied to the shear reinforcement bar embedded around the main bar of the PCa member with a wire, so that the lightning conductor 17 and the structural reinforcing bar of the PCa frame are electrically connected, and the potential difference Can be eliminated. However, on the other hand, the lightning conductor 17 is a special hardware that combines two rebars, an annealed copper wire, an annealed copper strip, a stainless steel plate, etc., so that the cost is high. Since the soft conductive wire 18a protrudes long, it interferes with the pillar construction work at a high place, and considerable attention is required to avoid danger in the work. In addition, since the conductive member exposed from the PCa member is a soft conductor, when the mortar 12 is filled into the notch b or the longitudinal groove c with a trowel presser, the mortar 12 is lifted due to deformation and restoration of the soft conductor, and a void is generated. Thus, there is a problem that the post-embedding mortar 12 is poorly fixed.

尚、後者に類似する方法として、図18に示すように、柱用PCa部材に接続用軟質導線19のみを、その上下両端部がPCa部材の軸方向両端部側面に形成された切欠きbの内部に露出した状態に打ち込んでおき、上下の接続用軟質導線19、19同士を切欠きbの内部においてネジ接続式継手等の端子金物20により接続し、切欠きbにモルタル12を充填して、接続用軟質導線を隠蔽する方法が、特許文献2によって提案されている。この方法は、PCa部材の側面からの作業で接続用軟質導線同士の接続を行える点で、図17の従来例と同様な利点を有しているが、切欠きb内部に軟質導線が露出しているので、切欠きbに充填する後埋めモルタル12の定着が悪い点では、図17の従来例と大同小異である。   As a method similar to the latter, as shown in FIG. 18, only the soft connecting wire 19 is connected to the column PCa member, and the upper and lower ends of the notch b formed on the side surfaces of both ends in the axial direction of the PCa member. It is driven in the state exposed inside, and the upper and lower connecting soft conductors 19, 19 are connected to each other by a terminal fitting 20 such as a screw connection joint inside the notch b, and the mortar 12 is filled in the notch b. Patent Document 2 proposes a method of concealing the soft connecting wire. This method has an advantage similar to that of the conventional example of FIG. 17 in that the connection between the soft lead wires for connection can be performed by working from the side surface of the PCa member, but the soft lead wire is exposed inside the notch b. Therefore, the post-filling mortar 12 filled in the notch b is poorly fixed in the same manner as the conventional example of FIG.

特開平7−212949号公報JP-A-7-212949 特開2000−299918号公報JP 2000-299918 A

本発明は、上記の問題点を踏まえて成されたものであって、その目的とするところは、PCa部材に埋設された導電性部材同士の接続作業及び接続状態の目視確認を容易に行えると共に、切欠きに充填する後埋めモルタルの定着性を良くして、切欠きの埋め戻しを容易に行えるようにすることにある。   The present invention has been made in view of the above-mentioned problems, and the object of the present invention is to facilitate the connection work between the conductive members embedded in the PCa member and the visual confirmation of the connection state. An object of the present invention is to improve the fixing property of the post-filling mortar filled in the notch so that the notch can be easily backfilled.

上記の目的を達成するために本発明が講じた技術的手段は、次のとおりである。即ち、請求項1に記載の発明によるPCa架構における導電性部材の接続構造は、端部に金属板を備えた導電性部材がPCa部材に、当該PCa部材の軸方向端部側面に形成された切欠きの内部に前記金属板を露出させた状態に打ち込まれ、これらのPCa部材同士の接続目地を挟んで対向位置する切欠きの内部において、双方の切欠き内部に露出した金属板とそれに当て付けた接続用金属板とが接合されることにより導電性部材同士が物理的及び電気的に接続され、前記金属板及び接続用金属板が前記切欠きに充填された充填材によって被覆されていることを特徴としている。尚、この発明において、接合の具体的な手段としては、溶接、ロウ付け、ボルト接合の何れであってもよい。充填材としては、モルタルやコンクリートの他、固結性樹脂等のグラウト材の何れであってもよいが、コスト、施工性等の観点からはモルタルを用いることが望ましい。   The technical means taken by the present invention in order to achieve the above object are as follows. That is, in the connection structure of the conductive member in the PCa frame according to the first aspect of the present invention, the conductive member having the metal plate at the end is formed on the PCa member and on the side surface of the axial end of the PCa member. The metal plate is driven in a state where the metal plate is exposed inside the notch, and the metal plate exposed inside both the notches and the contact with the metal plate in the notch located opposite to each other with the joint joint between the PCa members interposed therebetween. By joining the attached connecting metal plate, the conductive members are physically and electrically connected to each other, and the metal plate and the connecting metal plate are covered with the filler filled in the notch. It is characterized by that. In the present invention, the specific means for joining may be welding, brazing, or bolt joining. The filler may be any of grout materials such as caking resin in addition to mortar and concrete, but it is desirable to use mortar from the viewpoint of cost, workability and the like.

請求項2に記載の発明は、請求項1に記載のPCa架構における導電性部材の接続構造であって、導電性部材がPCa部材に埋設されたせん断補強筋に接触状態に結束されていることを特徴としている。   The invention according to claim 2 is the connection structure of the conductive member in the PCa frame according to claim 1, wherein the conductive member is bound in contact with a shear reinforcing bar embedded in the PCa member. It is characterized by.

請求項3に記載の発明は、請求項1又は2に記載のPCa架構における導電性部材の接続構造であって、接続用金属板に後埋めモルタル定着強化手段が施されていることを特徴としている。   The invention described in claim 3 is a connection structure for conductive members in the PCa frame according to claim 1 or 2, wherein the connecting metal plate is provided with post-filling mortar fixing strengthening means. Yes.

請求項4に記載の発明は、請求項1〜3の何れかに記載のPCa架構における導電性部材の接続構造であって、導電性部材が互いに平行に配置された2本の鉄筋から成る導電体と、導電体の両端において2本の鉄筋に一片を挟んだ状態に溶接したL型鉄板とで構成されていることを特徴としている。   The invention according to claim 4 is the connection structure for the conductive member in the PCa frame according to any one of claims 1 to 3, wherein the conductive member is composed of two reinforcing bars in which the conductive members are arranged in parallel to each other. And an L-shaped iron plate welded in a state in which one piece is sandwiched between two reinforcing bars at both ends of the conductor.

請求項5に記載の発明によるPCa架構における導電性部材の接続方法は、端部に金属板が設けられた導電性部材をPCa部材に、当該PCa部材の軸方向端部側面に形成された切欠きの内部に前記金属板が露出した状態に打ち込んでおき、これらのPCa部材同士を接続した後、接続目地を挟んで対向位置する切欠きの内部の金属板に接続用金属板を溶接することにより導電性部材同士を物理的及び電気的に接続し、しかる後、前記切欠きに充填材を充填することを特徴としている。   According to a fifth aspect of the present invention, there is provided a method for connecting a conductive member in a PCa frame, in which a conductive member provided with a metal plate at an end is a PCa member, and a cut formed on a side surface of an axial end portion of the PCa member. After the metal plate is driven in an exposed state inside the notch, these PCa members are connected to each other, and then the connecting metal plate is welded to the metal plate inside the notch located opposite to the joint joint. Thus, the conductive members are physically and electrically connected to each other, and then the notch is filled with a filler.

請求項6に記載の発明によるPCa部材は、請求項5に記載のPCa架構における導電性部材の接続方法に用いるPCa部材であって、両端部に金属板を備えた導電性部材がPCa部材に、当該PCa部材の軸方向両端部側面に形成された切欠きの内部に前記金属板を露出させた状態に打ち込まれていることを特徴としている。   A PCa member according to a sixth aspect of the present invention is a PCa member used in the method for connecting a conductive member in the PCa frame according to the fifth aspect, wherein the conductive member having metal plates at both ends is used as the PCa member. The PCa member is driven into a state in which the metal plate is exposed inside a notch formed on both side surfaces in the axial direction of the PCa member.

請求項1に記載の発明によれば、PCa部材の側面からの作業で導電性部材同士の接続を行うことになるので、導電性部材同士の接続作業が容易である。しかも、導電性部材同士の接続を、PCa部材側面の切欠き内部に露出した金属板とそれに当て付けた接続用金属板を、例えば、隅肉溶接するという建築工事における通常の溶接作業によって行えるので、電気工事専門の施工者でなくても容易に導電性部材同士の接続を行うことができ、接続状態の目視確認も、通常の溶接箇所の点検と同じ作業で行うことができ、接続状態の目視確認が容易である。   According to the first aspect of the present invention, since the conductive members are connected by the work from the side surface of the PCa member, the connection work between the conductive members is easy. In addition, since the conductive members can be connected to each other by, for example, a normal welding operation in a building work in which fillet welding is performed on the metal plate exposed inside the notch on the side surface of the PCa member and the connecting metal plate applied thereto. Even if you are not an electrical construction specialist, you can easily connect conductive members, and the visual confirmation of the connection state can be done in the same work as the normal inspection of the welded place. Visual confirmation is easy.

殊に、PCa部材側面の切欠き内部に露出する部材が金属板であり、軟銅線や軟銅帯等の軟質導体が切欠き内部に存在しないので、溶接による導電性部材同士の接続後、切欠きに充填材の一例であるモルタルをコテ押さえで充填する際、軟質導線の変形と復元によりモルタルが浮き上がって、空隙が生じるといった不都合がなく、後埋めモルタルの定着が良好であるため、切欠きの埋め戻しを容易に行える効果がある。   In particular, since the member exposed inside the notch on the side of the PCa member is a metal plate and there is no soft conductor such as an annealed copper wire or an annealed copper strip inside the notch, the notch is formed after the conductive members are connected by welding. When filling a mortar, which is an example of a filler, with a soldering iron, there is no inconvenience that the mortar floats up due to deformation and restoration of the soft lead wire, and there is no inconvenience that voids are formed, and the post-filling mortar is well fixed. There is an effect that can be easily backfilled.

請求項2に記載の発明によれば、導電性部材がPCa部材に埋設されたフープ筋やスターラップ筋などのせん断補強筋に接触状態に結束されているので、この発明を落雷時の雷電流を接地する避雷導体に適用することにより、避雷導体とPCa架構の構造鉄筋を電気的に接続して、落雷時における避雷導体とPCa架構の構造鉄筋の電位差を無くすことができる。   According to the second aspect of the present invention, since the conductive member is bound in contact with a shear reinforcement bar such as a hoop bar or a stir bar bar embedded in the PCa member, the present invention is applied to a lightning current during a lightning strike. Is applied to the lightning conductor for grounding, the lightning conductor and the structural rebar of the PCa frame can be electrically connected, and the potential difference between the lightning conductor and the structural bar of the PCa frame during a lightning strike can be eliminated.

請求項3に記載の発明によれば、接続用金属板に後埋めモルタル定着強化手段が施されているので、後埋めモルタルの定着力を一層高めることができる。   According to the invention described in claim 3, since the post-fill mortar fixing strengthening means is applied to the connecting metal plate, the fixing power of the post-fill mortar can be further enhanced.

請求項4に記載の発明によれば、PCa部材に打ち込まれる導電性部材が、互いに平行に配置された2本の鉄筋から成る導電体と、導電体の両端において2本の鉄筋に一片を挟んだ状態に溶接したL型鉄板という建築工事における汎用の鉄筋、鉄板で構成されるものとなるので、低コストで実施でき、異種金属接触による電蝕の虞もない。   According to the fourth aspect of the present invention, the conductive member driven into the PCa member includes a conductor composed of two reinforcing bars arranged in parallel to each other, and a piece sandwiched between the two reinforcing bars at both ends of the conductor. Since it is composed of general-purpose reinforcing bars and steel plates in construction work called L-shaped iron plates welded in an open state, it can be implemented at low cost and there is no risk of electrical corrosion due to contact with different metals.

請求項5に記載の発明によれば、請求項1に記載の発明に係るPCa架構における導電性部材の接続構造を容易に実現できる効果がある。   According to the invention described in claim 5, there is an effect that the conductive member connection structure in the PCa frame according to the invention described in claim 1 can be easily realized.

請求項6に記載の発明によれば、両端部に金属板を備えた導電性部材がPCa部材に、当該PCa部材の軸方向両端部側面に形成された切欠きの内部に前記金属板を露出させた状態に打ち込まれているので、請求項5に記載の発明に係るPCa架構における導電性部材の接続方法を容易に実施できる。   According to the sixth aspect of the present invention, the conductive member provided with the metal plate at both ends is exposed to the PCa member, and the metal plate is exposed inside the notch formed at the side surfaces of the axial end portions of the PCa member. Since it is driven into the state which was made to do, the connection method of the electroconductive member in the PCa frame which concerns on invention of Claim 5 can be implemented easily.

本発明に用いる導電性部材の一例を示す斜視図である。It is a perspective view which shows an example of the electroconductive member used for this invention. 本発明に用いる柱用のPCa部材の斜視図である。It is a perspective view of the PCa member for pillars used for this invention. 本発明に用いる柱梁仕口部用のPCa部材の斜視図である。It is a perspective view of the PCa member for column beam joints used for the present invention. 柱用のPCa部材の横断平面図である。It is a cross-sectional top view of the PCa member for pillars. 柱梁仕口部用のPCa部材の横断平面図である。It is a cross-sectional plan view of the PCa member for column beam joints. 本発明に係るPCa架構における導電性部材の接続構造及び接続方法を説明する縦断側面図である。It is a vertical side view explaining the connection structure and connection method of the electroconductive member in the PCa frame which concerns on this invention. 要部の縦断側面図である。It is a vertical side view of the principal part. 要部の横断平面図である。It is a cross-sectional top view of the principal part. 要部の斜視図である。It is a perspective view of the principal part. 要部の側面図である。It is a side view of the principal part. 図10の工程に続く要部の側面図である。It is a side view of the principal part following the process of FIG. 本発明の他の実施形態を示す要部の斜視図である。It is a perspective view of the principal part which shows other embodiment of this invention. 本発明の他の実施形態を示す要部の斜視図である。It is a perspective view of the principal part which shows other embodiment of this invention. 本発明の他の実施形態を示す要部の縦断側面図である。It is a vertical side view of the principal part which shows other embodiment of this invention. モルタル充填前の状態における要部の正面図である。It is a front view of the principal part in the state before mortar filling. 従来例を説明する縦断側面図である。It is a vertical side view explaining a prior art example. 従来例を説明する縦断側面図である。It is a vertical side view explaining a prior art example. 従来例を説明する縦断側面図である。It is a vertical side view explaining a prior art example.

以下、本発明の実施形態を図面に基づいて説明する。図1の(A)、(B)は、避雷導体として構成された導電性部材Aの一例を示す。この導電性部材Aは、両端に金属板a、aを備えており、具体的には、図1の(A)、(B)に示すように、互いに平行に配置された2本の鉄筋1、1から成る導電体2と、導電体2の両端において2本の鉄筋1、1に一片を挟んだ状態に溶接した一対のL型鉄板3、3とで構成されている。鉄筋1としては、例えばD16の異形鉄筋が用いられ、L型鉄板3としては例えば75×75×6の山形鋼が用いられる。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1A and 1B show an example of a conductive member A configured as a lightning conductor. The conductive member A includes metal plates a and a at both ends. Specifically, as shown in FIGS. 1A and 1B, two reinforcing bars 1 arranged in parallel to each other. 1 and a pair of L-shaped iron plates 3 and 3 welded in a state in which one piece is sandwiched between two reinforcing bars 1 and 1 at both ends of the conductor 2. As the reinforcing bar 1, for example, a D16 deformed reinforcing bar is used, and as the L-shaped iron plate 3, for example, 75 × 75 × 6 angle steel is used.

導電性部材Aの長さは、導電性部材Aを打ち込むPCa部材の軸長に対応して設定されるものである。例えば、図6に示すように、軸長の長い柱用のPCa部材4と軸長の短い柱梁仕口部用のPCa部材5を組み合わせてPCa柱を構築する場合、導電性部材Aとしては、図1の(A)に示すように、柱用のPCa部材4に打ち込まれる長尺物と、図1の(B)に示すように、柱梁仕口部用のPCa部材5に打ち込まれる短尺物が製造されるが、両者は、導電体2の長さが異なる以外、同じ構成である。   The length of the conductive member A is set corresponding to the axial length of the PCa member into which the conductive member A is driven. For example, as shown in FIG. 6, when a PCa column is constructed by combining a PCa member 4 for a column with a long axial length and a PCa member 5 for a column beam joint with a short axial length, as the conductive member A, As shown in FIG. 1A, a long object is driven into the column PCa member 4, and as shown in FIG. 1B, it is driven into the column beam joint PCa member 5. Although a short thing is manufactured, both are the same structures except the length of the conductor 2 differing.

図2、図4に示すように、柱用のPCa部材4には、図1の(A)に示した導電性部材Aが、当該PCa部材4の軸方向両端部側面に形成された切欠きb、bの内部に前記金属板a、a(L型鉄板3、3における鉄筋1、1に溶接した方とは反対側の一片)を露出させた状態に打ち込まれ、図3、図5に示すように、柱梁仕口部用のPCa部材5には、図1の(B)に示した導電性部材Aが、当該PCa部材5の軸方向両端部側面に形成された
切欠きb、bの内部に前記金属板(L型鉄板3、3における前記一片)a、aを露出させた状態に打ち込まれている。尚、図2、図4に示す6は柱用の主筋、図3、図5に示す7は主筋挿通用の金属製のシース管である。
As shown in FIGS. 2 and 4, the PCa member 4 for pillars has a notch formed on the side surfaces of both ends of the PCa member 4 in the axial direction of the conductive member A shown in FIG. The metal plates a and a (one piece of the L-shaped iron plates 3 and 3 on the side opposite to the one welded to the reinforcing bars 1 and 1) are exposed in the inside of b and b, and FIG. 3 and FIG. As shown, in the PCa member 5 for the column beam joint, the conductive member A shown in FIG. 1B is provided with notches b formed on the side surfaces of both ends of the PCa member 5 in the axial direction. The metal plate (the one piece in the L-shaped iron plates 3 and 3) a and a are driven into the inside of b. 2 and 4 is a main bar for the column, and 7 shown in FIGS. 3 and 5 is a metal sheath tube for inserting the main bar.

図4、図5に示すように、導電性部材Aは、主筋群周囲に配筋されるせん断補強筋(図示の実施形態では、PCa柱を対象としているので、フープ筋であるが、PCa梁を対象とする場合は、スターラップ筋となる。)8に接触状態に番線(図示せず)で結束してある。   As shown in FIGS. 4 and 5, the conductive member A is a shear reinforcement bar arranged around the main bar group (in the illustrated embodiment, it is a hoop bar because it is a PCa column, but the PCa beam In this case, it is a stirrup streak.) 8 is bound in contact with a wire (not shown).

図6〜図11は、上述した柱用のPCa部材4及び柱梁仕口部用のPCa部材5を用いて構築されたPCa架構における導電性部材Aの接続構造及び接続方法を示す。この接続構造及び接続方法を具体的に説明すると次の通りである。   6 to 11 show a connection structure and a connection method of the conductive member A in the PCa frame constructed using the column PCa member 4 and the column beam joint PCa member 5 described above. This connection structure and connection method will be specifically described as follows.

先ず、図6に示すように、下階の柱用のPCa部材4の上に柱梁仕口部用のPCa部材5を積み重ね、柱用のPCa部材4の上端から突出させてある主筋6を前記柱梁仕口部用のPCa部材5のシース管7に挿通して上方へ突出させる。そして、レベル調整後、目地モルタル9で両PCa部材4、5を接続する。しかる後、前記柱梁仕口部用のPCa部材5の上に上階の柱用のPCa部材4を積み重ね、同様に、レベル調整、目地モルタル9による両PCa部材4、5の接続を行った後、柱用のPCa部材4の下端側に設けられているグラウト式機械継手10によって下階の柱用のPCa部材4の主筋6と上階の柱用のPCa部材4の主筋6とを接合し、以下、同様な工程の繰り返しによりPCa柱を構築して行く。   First, as shown in FIG. 6, the PCa member 5 for the column beam joint is stacked on the PCa member 4 for the column on the lower floor, and the main bar 6 protruding from the upper end of the PCa member 4 for the column is formed. It is inserted into the sheath tube 7 of the PCa member 5 for the column beam joint and protrudes upward. Then, after the level adjustment, the PCa members 4 and 5 are connected by the joint mortar 9. Thereafter, the PCa member 4 for the upper floor column was stacked on the PCa member 5 for the column beam joint, and the PCa members 4 and 5 were connected by the level adjustment and the joint mortar 9 in the same manner. After that, the main reinforcement 6 of the PCa member 4 for the lower floor column and the main reinforcement 6 of the PCa member 4 for the upper floor column are joined by the grout-type mechanical joint 10 provided on the lower end side of the PCa member 4 for the column. Thereafter, the PCa pillar is constructed by repeating the same process.

そして、図6〜図8に示すように、PCa部材4、5同士の接続目地を挟んで対向位置する切欠きb、bの内部において、双方の切欠きb、b内部に露出した金属板(L型鉄板3、3)a、aとそれに当て付けた接続用金属板11とを溶接Wすることにより導電性部材A、A同士を物理的及び電気的に接続し、しかる後、前記切欠きb、bに、充填材の一例であるモルタル12を充填して、前記金属板a、a及び接続用金属板11を被覆してある。   And as shown in FIGS. 6-8, in the notch b and b which opposes on both sides of the joint joint of PCa members 4 and 5, the metal plate exposed inside both notches b and b ( The L-shaped iron plates 3, 3) a and a and the connecting metal plate 11 applied thereto are welded W to physically and electrically connect the conductive members A and A, and then the notches B and b are filled with mortar 12 which is an example of a filler, and the metal plates a and a and the connecting metal plate 11 are covered.

上記の構成によれば、PCa部材4、5の側面からの作業で導電性部材A、A同士の接続を行うことになるので、導電性部材A、A同士の接続作業が容易である。   According to said structure, since the conductive members A and A are connected by the operation | work from the side surface of the PCa members 4 and 5, the connection operation of the conductive members A and A is easy.

殊に、導電性部材A、A同士の接続を、PCa部材4、5側面の切欠きb、b内部に露出した金属板a、aとそれに当て付けた接続用金属板11を隅肉溶接するという建築工事における通常の溶接作業によって行えるので、電気工事専門の施工者でなくても容易に導電性部材同士の接続を行うことができ、接続状態の目視確認も、通常の溶接箇所の点検と同じ作業で行うことができ、接続状態の目視確認が容易である。   In particular, the conductive members A, A are connected to each other by fillet welding of the PCa member 4, the metal plate a, a exposed inside the notch b, b on the side surface, and the connecting metal plate 11 applied thereto. Because it can be done by ordinary welding work in building construction, it is possible to easily connect conductive members even if they are not an electrical construction specialist, and the visual confirmation of the connection state is also the normal inspection of the welding location. It can be performed in the same operation, and visual confirmation of the connection state is easy.

切欠きb、b内部へのモルタル12の充填はコテ押えによって行われるが、切欠きb、b内部に露出する部材が金属板a、aであり、軟銅線や軟銅帯等の軟質導体が切欠きb、b内部に存在しないので、切欠きb、bにモルタル12をコテ押さえで充填する際、軟質導線の変形と復元によりモルタルが浮き上がって、空隙が生じるといった不都合がなく、後埋めモルタル12の定着が良好である。そのため、切欠きb、bの埋め戻しを容易に行うことができる。   The filling of the mortar 12 into the notches b and b is performed by a trowel presser, but the members exposed inside the notches b and b are metal plates a and a, and soft conductors such as an annealed copper wire and an annealed copper strip are not cut. Since the mortar 12 does not exist inside the notches b and b, there is no inconvenience that when the mortar 12 is filled in the notches b and b with a trowel presser, the mortar rises due to deformation and restoration of the soft conductive wire, and voids are generated. Is well fixed. Therefore, the notches b and b can be easily backfilled.

接続用金属板11としては、平坦な矩形状の鉄板であってもよいが、図示の実施形態では、モルタル12の定着力を高めるために、接続用金属板11の表面に後埋めモルタル定着強化手段13を施してある。具体的には、図9〜図11に示すように、金属板a、aと接続用金属板11を溶接Wした後、接続用金属板11の表面に後埋めモルタル定着強化手
段13としての金網(エキスパンドメタル)を点溶接によって取り付けてある。このように、金網(エキスパンドメタル)を接続用金属板11に後付けする場合、金網(エキスパンドメタル)として、横幅が接続用金属板11の横幅より広いものを用いても、接続用金属板11の各辺を容易に隅肉溶接できる利点がある。
The connecting metal plate 11 may be a flat rectangular iron plate. However, in the illustrated embodiment, in order to increase the fixing force of the mortar 12, the surface of the connecting metal plate 11 is reinforced with mortar fixing. Means 13 are provided. Specifically, as shown in FIGS. 9 to 11, after welding the metal plates a and a and the connecting metal plate 11, the wire mesh as the post-filling mortar fixing strengthening means 13 on the surface of the connecting metal plate 11. (Expanded metal) is attached by spot welding. As described above, when a metal mesh (expanded metal) is retrofitted to the connection metal plate 11, even if a metal mesh (expanded metal) having a width wider than the width of the connection metal plate 11 is used, There is an advantage that each side can be easily fillet welded.

尚、金属板(L型鉄板)a、aの表面には、図9に示すように、PCa部材4、5の製造時点から接続用金属板11を当て付ける直前まで粘着テープ14を貼っておき、コンクリートやモルタルが付着しないように養生することが望ましい。   In addition, as shown in FIG. 9, the adhesive tape 14 is stuck on the surface of the metal plates (L-shaped iron plates) a and a from the time of manufacture of the PCa members 4 and 5 to just before the connection metal plate 11 is applied. It is desirable to cure so that concrete and mortar do not adhere.

図12は、本発明の他の実施形態を示す。この実施形態は、接続用金属板11として、表面に予め後埋めモルタル定着強化手段13としての金網(エキスパンドメタル)が溶接されている金網付き接続用金属板11を用いることによって、現場での溶接作業を低減した点に特徴がある。この場合、金網(エキスパンドメタル)としては、接続用金属板11からはみ出さない横幅とすることが、接続用金属板11の各辺の隅肉溶接を容易に行える点で望ましい。その他の構成、作用は、図1〜図11の実施形態と同じであるため、説明を省略する。   FIG. 12 shows another embodiment of the present invention. In this embodiment, as the connection metal plate 11, welding is performed in the field by using the connection metal plate 11 with a wire mesh in which a wire mesh (expanded metal) as the post-embedding mortar fixing strengthening means 13 is welded on the surface. It is characterized by reduced work. In this case, it is desirable for the wire mesh (expanded metal) to have a lateral width that does not protrude from the connection metal plate 11 in terms of easy fillet welding of each side of the connection metal plate 11. Other configurations and operations are the same as those of the embodiment of FIGS.

図13は、本発明の他の実施形態を示す。この実施例は、接続用金属板11として、後埋めモルタル定着強化手段13としての貫通孔が設けられた孔開き鉄板(パンチングメタル)を用いることによって、モルタル12の定着力を高めた点に特徴がある。その他の構成、作用は、図1〜図12の実施形態と同じであるため、説明を省略する。   FIG. 13 shows another embodiment of the present invention. This embodiment is characterized in that the fixing power of the mortar 12 is enhanced by using a perforated iron plate (punching metal) provided with through holes as the post-filling mortar fixing strengthening means 13 as the connecting metal plate 11. There is. Other configurations and operations are the same as those of the embodiment of FIGS.

図14、図15は、本発明の他の実施形態を示す。この実施例は、PCa部材4、5同士の接続目地を挟んで対向位置する切欠きb、bの内部において、双方の切欠きb、b内部に露出した金属板(L型鉄板3、3)a、aとそれに当て付けた接続用金属板11とをボルト接合した点に特徴がある。3aはL型鉄板3に予め溶接されたボルト、3bはそれにねじ込まれたナットである。接続用金属板11に形成するボルト挿通孔はルーズホールとすることが望ましい。その他の構成、作用は、図1〜図13の実施形態と同じであるため、説明を省略する。   14 and 15 show another embodiment of the present invention. In this embodiment, the metal plates (L-shaped iron plates 3 and 3) exposed inside the notches b and b inside the notches b and b facing each other across the joint joint between the PCa members 4 and 5. It is characterized in that a and a and the connecting metal plate 11 applied thereto are bolted. 3a is a bolt welded in advance to the L-shaped iron plate 3, and 3b is a nut screwed into the bolt. The bolt insertion hole formed in the connection metal plate 11 is preferably a loose hole. Other configurations and operations are the same as those in the embodiment of FIGS.

以上、本発明の実施形態について説明したが、本発明は上述した実施形態にのみ限定されるべきものではない。例えば、上述した実施形態では、何れも、PCa柱の内部に避雷導体を構築しているが、PCa梁の内部を経て接地する避雷導体を構築する場合についても、本発明は適用可能である。この場合、前述した避雷導体(導電性部材A)は梁用のPCa部材に水平に打ち込まれることになる。そして、導電性部材Aは、梁主筋群の周囲に配筋されるせん断補強筋(スターラップ筋)に接触状態に番線で結束されることになる。   As mentioned above, although embodiment of this invention was described, this invention should not be limited only to embodiment mentioned above. For example, in each of the above-described embodiments, the lightning conductor is constructed inside the PCa column, but the present invention is also applicable to the case where a lightning conductor that is grounded through the inside of the PCa beam is constructed. In this case, the above-mentioned lightning conductor (conductive member A) is driven horizontally into the beam PCa member. Then, the conductive member A is bound to the shear reinforcement bars (stirrup bars) arranged around the beam main bar group in a contact state with a wire.

PCa柱やPCa梁の内部を経て接地する避雷導体の他、建物内部に設置される電気設備や電気製品からの電流を接地するアース用導体としても利用できる。   In addition to lightning conductors that are grounded through the inside of PCa pillars and PCa beams, they can also be used as grounding conductors that ground current from electrical equipment and electrical products installed in buildings.

A 導電性部材
W 溶接
a 金属板
b 切欠き
c 縦溝
1 鉄筋
2 導電体
3 L型鉄板
3a ボルト
3b ナット
4 柱用のPCa部材
5 柱梁仕口部用のPCa部材
6 主筋
7 シース管
8 せん断補強筋
9 目地モルタル
10 グラウト式機械継手
11 接続用金属板
12 充填材(モルタル)
13 後埋めモルタル定着強化手段(金網、貫通孔)
14 粘着テープ
15 さや管
16 軟質導線
17 避雷導体
18a 上部の接続用軟質導線
18b 下部の接続用軟質導線
19 接続用軟質導線
20 端子金物
A Conductive member W Welding a Metal plate b Notch c Longitudinal groove 1 Reinforcing bar 2 Conductor 3 L-type iron plate 3a Bolt 3b Nut 4 PCa member for column 5 PCa member for column beam joint 6 Main reinforcement 7 Sheath tube 8 Shear reinforcement 9 Joint mortar 10 Grout mechanical joint 11 Metal plate for connection 12 Filler (mortar)
13 Post-fill mortar fixing strengthening means (wire mesh, through hole)
DESCRIPTION OF SYMBOLS 14 Adhesive tape 15 Sheath pipe 16 Soft conducting wire 17 Lightning conductor 18a Upper connection soft conducting wire 18b Lower connecting soft conducting wire 19 Connecting soft conducting wire 20 Terminal metal

Claims (6)

端部に金属板を備えた導電性部材がPCa部材に、当該PCa部材の軸方向端部側面に形成された切欠きの内部に前記金属板を露出させた状態に打ち込まれ、これらのPCa部材同士の接続目地を挟んで対向位置する切欠きの内部において、双方の切欠き内部に露出した金属板とそれに当て付けた接続用金属板とが接合されることにより導電性部材同士が物理的及び電気的に接続され、前記金属板及び接続用金属板が前記切欠きに充填された充填材によって被覆されていることを特徴とするPCa架構における導電性部材の接続構造。   A conductive member having a metal plate at the end is driven into the PCa member in a state where the metal plate is exposed inside a notch formed on the side surface of the axial end portion of the PCa member. Inside the notches facing each other with the joint joint between them, the metal plates exposed inside both the notches and the connecting metal plate applied thereto are joined together so that the conductive members are physically and A conductive member connection structure in a PCa frame, characterized in that it is electrically connected and the metal plate and the connection metal plate are covered with a filler filled in the notch. 導電性部材がPCa部材に埋設されたせん断補強筋に接触状態に結束されていることを特徴とする請求項1に記載のPCa架構における導電性部材の接続構造。   2. The conductive member connection structure in a PCa frame according to claim 1, wherein the conductive member is bundled in contact with a shear reinforcing bar embedded in the PCa member. 接続用金属板に後埋めモルタル定着強化手段が施されていることを特徴とする請求項1又は2に記載のPCa架構における導電性部材の接続構造。   The connection structure for conductive members in a PCa frame according to claim 1 or 2, wherein a post-fill mortar fixing reinforcing means is applied to the connection metal plate. 導電性部材が互いに平行に配置された2本の鉄筋から成る導電体と、導電体の両端において2本の鉄筋に一片を挟んだ状態に溶接したL型鉄板とで構成されていることを特徴とする請求項1〜3の何れかに記載のPCa架構における導電性部材の接続構造。   The conductive member is composed of a conductor composed of two reinforcing bars arranged in parallel to each other, and an L-shaped iron plate welded in a state in which one piece is sandwiched between the two reinforcing bars at both ends of the conductor. The connection structure of the electroconductive member in the PCa frame in any one of Claims 1-3. 端部に金属板が設けられた導電性部材をPCa部材に、当該PCa部材の軸方向端部側面に形成された切欠きの内部に前記金属板が露出した状態に打ち込んでおき、これらのPCa部材同士を接続した後、接続目地を挟んで対向位置する切欠きの内部の金属板に接続用金属板を溶接することにより導電性部材同士を物理的及び電気的に接続し、しかる後、前記切欠きに充填材を充填することを特徴とするPCa架構における導電性部材の接続方法。   A conductive member provided with a metal plate at the end is driven into the PCa member in a state where the metal plate is exposed inside a notch formed on the side surface of the axial end portion of the PCa member. After connecting the members, the conductive members are physically and electrically connected to each other by welding the metal plate for connection to the metal plate inside the notch located opposite the connection joint, and then the above-mentioned A method for connecting a conductive member in a PCa frame, wherein the notch is filled with a filler. 請求項5に記載のPCa架構における導電性部材の接続方法に用いるPCa部材であって、両端部に金属板を備えた導電性部材がPCa部材に、当該PCa部材の軸方向両端部側面に形成された切欠きの内部に前記金属板を露出させた状態に打ち込まれていることを特徴とするPCa部材。   A PCa member used in the method for connecting conductive members in a PCa frame according to claim 5, wherein conductive members having metal plates at both ends are formed on the PCa members on both side surfaces in the axial direction of the PCa members. A PCa member, wherein the PCa member is driven into a state in which the metal plate is exposed inside the cutout.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017048592A (en) * 2015-09-01 2017-03-09 鹿島建設株式会社 Connection member, connection structure of lightning arrester wire, and connection method of lightning arrester wire
JP2020072499A (en) * 2018-10-29 2020-05-07 株式会社竹中工務店 Lightning conductor structure and production method for lightning conductor structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000299918A (en) * 1999-04-12 2000-10-24 Ohbayashi Corp Connecting structure for drop conductor of arrester on pc pole

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000299918A (en) * 1999-04-12 2000-10-24 Ohbayashi Corp Connecting structure for drop conductor of arrester on pc pole

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017048592A (en) * 2015-09-01 2017-03-09 鹿島建設株式会社 Connection member, connection structure of lightning arrester wire, and connection method of lightning arrester wire
JP2020072499A (en) * 2018-10-29 2020-05-07 株式会社竹中工務店 Lightning conductor structure and production method for lightning conductor structure
JP7120704B2 (en) 2018-10-29 2022-08-17 株式会社竹中工務店 Lightning conductor structure and manufacturing method of lightning conductor structure

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