JP2009102896A - Structure and method for electrical connection at connection part of precast concrete column - Google Patents

Structure and method for electrical connection at connection part of precast concrete column Download PDF

Info

Publication number
JP2009102896A
JP2009102896A JP2007276194A JP2007276194A JP2009102896A JP 2009102896 A JP2009102896 A JP 2009102896A JP 2007276194 A JP2007276194 A JP 2007276194A JP 2007276194 A JP2007276194 A JP 2007276194A JP 2009102896 A JP2009102896 A JP 2009102896A
Authority
JP
Japan
Prior art keywords
sleeve
precast concrete
lightning conductor
reinforcing bar
pillar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2007276194A
Other languages
Japanese (ja)
Inventor
Ryosuke Fukuda
良介 福田
Takao Nakajima
孝雄 中島
Tomoyuki Hatakeyama
智行 畠山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toda Corp
Original Assignee
Toda Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toda Corp filed Critical Toda Corp
Priority to JP2007276194A priority Critical patent/JP2009102896A/en
Publication of JP2009102896A publication Critical patent/JP2009102896A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To shorten a construction period by simplifying a construction work at site and eliminate troublesome post construction works in a structure for electrical connection at the connection part of a precast concrete column when an electric path for a lightning conductor is secured in the structure. <P>SOLUTION: This structure 1 for electrical connection at the connection part of a precast concrete column 2 connected to the upper and lower stories is constructed to form an electric path for a lightning conductor. The structure comprises a conductive sleeve 4 fitted to the lower part of the lightning conductor reinforcement 3 of the precast concrete column 2 on the upper story, the lightning conductor reinforcement 3 on the upper story and a sleeve connection member 5, a screw part formed in the upper part of the lightning conductor reinforcement 3 on the lower story exposed to the upper side out of the upper surface of the column on the lower story, and a nut 7 screwed to the screw part and brought into contact with the lower surface of the sleeve of the precast concrete column 2 on the constructed upper story when tightened. The lightning conductor reinforcement 3 and the nut on the lower story and the sleeve and the lightning conductor reinforcement 3 are electrically connected to each other by these components. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、例えば、超高層RC造において、避雷針を設けるために、柱鉄筋を使用する場合におけるPC柱接続部における電気的接続構造とその接続方法に関するものである。   The present invention relates to an electrical connection structure in a PC column connection portion and a method for connecting the same in the case where a column reinforcing bar is used to provide a lightning rod in, for example, a super high-rise RC structure.

従来、超高層若しくは高層ビルディングにおいて、落雷の被害を避けるために避雷針が屋上などに設けられる。この避雷針を地面にアースするために、避雷導体を地面に導く通電経路を、例えば図6に示すように、PC(プレキャストコンクリート、以下同じ)柱の内部に塩化ビニル等のパイプを埋設したり、柱外に設置したりしている。近年では、PC柱の柱主筋があることに着目して、柱主筋の接合方法において鉄筋の相互間に導電性モルタルまたは導電性コンクリートを充填することで、上下柱の鉄筋を電気的に接続して通電経路を設けるようにしたものが知られている(特許文献1参照)。また、図5に示すように、柱主筋6をモルタル充填式継手であるスリーブ4によって接続するモルタル充填式鉄筋継手において、結線用導線13をその一端部を接続用金具14を介して柱主筋6に接続し、結線用導線13の他端部をPC柱2の横に引き出して電気的に結線し、上下階PC柱2,2の間の躯体欠き込み15若しくは目地モルタル内に収容したものが知られている(特許文献2参照)。
特開2001−200657号公報 特開平08−291642号公報
Conventionally, in a super high-rise building or a high-rise building, a lightning rod is provided on a rooftop or the like in order to avoid lightning damage. In order to ground the lightning rod to the ground, an energizing path for guiding the lightning conductor to the ground, for example, as shown in FIG. 6, a pipe such as vinyl chloride is buried inside a PC (precast concrete, the same applies hereinafter) pillar, It is installed outside the pillar. In recent years, focusing on the fact that there are column main bars of PC columns, the reinforcing bars of the upper and lower columns are electrically connected by filling conductive mortar or conductive concrete between the reinforcing bars in the method of joining the column main bars. There is known one in which an energization path is provided (see Patent Document 1). Further, as shown in FIG. 5, in the mortar filling type reinforcing bar joint in which the column main reinforcing bars 6 are connected by the sleeve 4 which is a mortar filling type joint, one end of the connecting wire 13 is connected to the column main reinforcing bar 6 via the connection fitting 14. The other end of the connection lead wire 13 is pulled out to the side of the PC pillar 2 and electrically connected, and is housed in the housing notch 15 between the upper and lower floor PC pillars 2 and 2 or in the joint mortar. It is known (see Patent Document 2).
Japanese Patent Laid-Open No. 2001-200657 Japanese Patent Application Laid-Open No. 08-291642

しかし、従来のPC柱接続部における電気的接続構造とその接続方法においては、例えば、導電性のモルタル充填方法によると、導電性モルタルが均一に充填されることについて工事別に差があり、その充填材と鉄筋との付着強度にも差があって、通電経路として確実性に欠ける。
また、スリーブによるモルタル充填式鉄筋継手においては、各階毎に結線用導線13同士を結束し、PC柱2の一部を欠き込み15を形成して、そこに埋め込む必要があるので、手間が掛かり工期の長期化となる。本発明に係るPC柱接続部における電気的接続構造とその接続方法は、このような課題を解決するために提案されたものである。
However, in the electrical connection structure and the connection method in the conventional PC column connection part, for example, according to the conductive mortar filling method, there is a difference depending on the construction in that the conductive mortar is uniformly filled. There is also a difference in the adhesion strength between the material and the reinforcing bar, and the energization path lacks certainty.
Moreover, in the mortar filling type reinforcing bar joint by the sleeve, it is necessary to bind the connecting conductors 13 to each floor, form a part 15 of the PC pillar 2 and embed it into the notch, which is troublesome. The construction period will be extended. The electrical connection structure and the connection method in the PC pillar connection part according to the present invention have been proposed to solve such problems.

本発明に係るPC柱接続部における電気的接続構造の上記課題を解決して目的を達成するための要旨は、プレキャストコンクリート柱により柱を構築する建築物における、避雷針用の通電経路を形成する際の、上階と下階との前記プレキャストコンクリート柱接続部の電気的接続構造は、上階のプレキャストコンクリート柱の避雷導体用鉄筋の下部に嵌合された導電性スリーブと、前記上階の避雷導体用鉄筋と前記スリーブとを電気的に接続をするスリーブ用接続部材と、下階のプレキャストコンクリート柱における避雷導体用鉄筋において、当該柱の上面から上に突出した鉄筋上部のネジ部に螺合されており建入れされた前記上階のプレキャストコンクリート柱のスリーブ下面に締め込みされることで当接する少なくともナットとで、前記下階の避雷導体用鉄筋と少なくともナットと上階のスリーブ及び避雷導体用鉄筋とが電気的に接続されていることである。   The gist for solving the above problems of the electrical connection structure in the PC column connection part according to the present invention to achieve the object is to form a current path for a lightning rod in a building in which a column is constructed with a precast concrete column. The electrical connection structure of the precast concrete column connecting portion between the upper floor and the lower floor includes a conductive sleeve fitted to a lower part of a lightning conductor reinforcing bar of the upper floor precast concrete column, and a lightning protection of the upper floor. In the connecting member for the sleeve that electrically connects the reinforcing bar for the conductor and the sleeve, and the reinforcing bar for the lightning conductor in the precast concrete column on the lower floor, it is screwed into the threaded part of the upper part of the reinforcing bar that protrudes upward from the upper surface of the column. And at least a nut that comes into contact with the lower surface of the sleeve of the precast concrete pillar on the upper floor that has been erected, Floor and lightning conductor reinforcing bar and reinforcing bar sleeve and lightning conductor of at least nut and upper floor is that it is electrically connected.

また、前記スリーブ用接続部材は、前記避雷導体用鉄筋に固定した接続金具と該接続金具に一端を接続した金属線と、該金属線の他端部を前記スリーブの表面に固定する金属製固定用部材とで構成されること、;
前記金属製固定用部材は、金属製のバンド若しくは金属製巻付け用線材であること、;
前記スリーブ用接続部材は、避雷導体用鉄筋に螺合されるナット若しくは、螺合されるナット及び遊嵌されるワッシャであること、;
を含むものである。
The sleeve connection member includes a connection fitting fixed to the lightning conductor reinforcing bar, a metal wire having one end connected to the connection fitting, and a metal fixing for fixing the other end of the metal wire to the surface of the sleeve. Comprising a member for use;
The metal fixing member is a metal band or a metal winding wire;
The connecting member for a sleeve is a nut screwed to a reinforcing bar for a lightning conductor, or a nut to be screwed and a washer to be loosely fitted;
Is included.

本発明に係るPC柱接続部における電気的接続方法の要旨は、プレキャストコンクリート柱の製作時に、ネジ鉄筋の上下方向における下端部に導電性スリーブを嵌合させ、スリーブ用接続部材で前記ネジ鉄筋とスリーブとの導通を図って支持手段で前記スリーブを固定支持するとともに、前記ネジ鉄筋の上端部を当該柱の上面から所望長さ突出するように配置して、その後にコンクリートを型枠内に打設し避雷導体用鉄筋として埋設して、プレキャストコンクリート柱を形成し、前記プレキャストコンクリート柱を現場で建入れする際に、既設のプレキャストコンクリート柱の上面から突出しているネジ鉄筋の上部に少なくともナットを螺合させておき、前記既設のプレキャストコンクリート柱に対して上階用の前記プレキャストコンクリート柱を、スリーブの下側に前記突出しているネジ鉄筋の上部を嵌合させ挿入させて、建入れし、前記ナットを締め上げて前記スリーブ下面に当接させ、前記建入れした上階のプレキャストコンクリート柱の建入れ調整の後に、前記ナットとスリーブとの導通を適宜確認し、前記スリーブにモルタルを充填することである。   The gist of the electrical connection method in the PC column connection part according to the present invention is that, when a precast concrete column is manufactured, a conductive sleeve is fitted to the lower end part in the vertical direction of the screw rebar, and the screw rebar is connected with the sleeve connection member. The sleeve is fixedly supported by a support means to be connected to the sleeve, and the upper end of the threaded reinforcing bar is disposed so as to protrude a desired length from the upper surface of the column, and then concrete is placed in the formwork. When the precast concrete column is built on site, at least a nut is placed on the upper part of the screw rebar protruding from the upper surface of the existing precast concrete column. The precast concrete for the upper floor is screwed into the existing precast concrete column. A column is inserted by fitting the upper part of the protruding screw rebar to the lower side of the sleeve, installed, and the nut is tightened to contact the lower surface of the sleeve. After the concrete column is adjusted, the continuity between the nut and the sleeve is appropriately checked, and the sleeve is filled with mortar.

本発明のPC柱接続部における電気的接続構造とその接続方法によれば、各階においてプレキャストコンクリート柱への欠き込みが発生しないので、補修工事も発生せず工期が短縮され手間が省ける。また、作業現場において、導線の接続工事が無くなり、容易に通電経路を確保できる。更に、導線設置などの後施工工事が発生しないので、建入れ工事が簡易となって工期の短縮となる。   According to the electrical connection structure and the connection method in the PC pillar connection portion of the present invention, since no notch into the precast concrete pillar does not occur on each floor, repair work does not occur and the work period is shortened and labor can be saved. In addition, there is no connection work for conducting wires at the work site, and an energization path can be easily secured. Furthermore, since no post-construction work such as conductor installation occurs, the construction work is simplified and the construction period is shortened.

本発明に係るPC柱接続部における電気的接続構造1は、図1(A),(B)に示すように、予め工場にて製作するプレキャストコンクリート(PC)柱2により柱を構築する、主に超高層の建築物における避雷針用の通電経路を形成する際の、上階と下階との前記プレキャストコンクリート柱2同士における接続部の電気的接続構造である。   As shown in FIGS. 1 (A) and 1 (B), an electrical connection structure 1 in a PC column connection part according to the present invention is a main structure in which a column is constructed with precast concrete (PC) columns 2 manufactured in advance in a factory. This is an electrical connection structure of a connection portion between the precast concrete columns 2 on the upper floor and the lower floor when forming a current-carrying path for a lightning rod in a super high-rise building.

前記PC柱2における主筋の一部を、避雷針用の通電経路に利用し、且つ、その通電経路の上下階の接続を容易にするものである。この電気的接続構造1は、上階のPC柱2の避雷導体用鉄筋3の下部に嵌合された導電性スリーブ4と、前記上階の避雷導体用鉄筋3と前記スリーブ4とを電気的に接続をするスリーブ用接続部材5とがある。   A part of the main bar in the PC pillar 2 is used as a lightening rod energization path, and the connection between the upper and lower floors of the energization path is facilitated. This electrical connection structure 1 electrically connects the conductive sleeve 4 fitted to the lower part of the lightning conductor reinforcing bar 3 of the PC pillar 2 on the upper floor, and the lightning conductor reinforcing bar 3 and the sleeve 4 on the upper floor. There is a connecting member 5 for the sleeve that connects to the sleeve.

前記避雷導体用鉄筋3は、例えば、所要径のネジ節鉄筋である。他の主筋は、異径鉄筋6である。この避雷導体用鉄筋3は、後述の締め込み用のナット7が一端部に螺合されるために使用されるものであり、PC柱2に1本若しくは複数本用意され埋設される。   The lightning conductor rebar 3 is, for example, a screw joint having a required diameter. The other main reinforcing bars are different diameter reinforcing bars 6. The lightning conductor reinforcing bar 3 is used for fastening a nut 7 for tightening, which will be described later, to one end portion, and one or a plurality of the lightning conductor reinforcing bars 3 are prepared and embedded in the PC pillar 2.

そして、下階のプレキャストコンクリート柱2における避雷導体用鉄筋3において、前記PC柱2の上面2aから上部に突出している鉄筋上部3aに刻設されたネジ部と、該ネジ部に螺合されており建入れされた前記上階のPC柱2のスリーブ4下面に締め込みされることで当接するナット7及び座金用ワッシャ8とで、この電気的構造1が構成されている。前記下階の避雷導体用鉄筋3とナット7及びワッシャ8と、上階のスリーブ4及び避雷導体用鉄筋3とが電気的に接続されるものである。   Then, in the lightning conductor reinforcing bar 3 in the precast concrete column 2 on the lower floor, a screw part carved in the upper part 3a of the reinforcing bar protruding upward from the upper surface 2a of the PC pillar 2 is screwed to the screw part. The electrical structure 1 is composed of a nut 7 and a washer 8 that come into contact with each other by being tightened to the lower surface of the sleeve 4 of the upper PC column 2 installed in the cage. The lower lightning conductor reinforcing bar 3, the nut 7 and the washer 8 are electrically connected to the upper floor sleeve 4 and the lightning conductor reinforcing bar 3.

前記スリーブ用接続部材5の具体的な構成は、図1(A)に示すように、前記避雷導体用鉄筋3に固定した、所要幅で板状の接続金具9と、該接続金具9に一端部10aを接続した例えば銅線等の金属線10と、該金属線10の他端部10bを前記スリーブ4の表面に固定する、例えば、銅線,銅板バンド,ハンダ,銅線接続金具などの金属製のバンド若しくは金属製巻付け用線材である金属製固定用部材11とで構成される。   As shown in FIG. 1A, a specific configuration of the sleeve connection member 5 includes a plate-shaped connection fitting 9 fixed to the lightning conductor rebar 3 and a required width, and one end on the connection fitting 9. The metal wire 10 such as a copper wire connected to the portion 10a and the other end portion 10b of the metal wire 10 are fixed to the surface of the sleeve 4, for example, a copper wire, a copper plate band, solder, a copper wire connection fitting, etc. It is comprised with the metal fixing member 11 which is a metal band or a metal winding wire.

以上のようにして本発明に係るPC柱2の電気的接続構造1が構成され、その接続方法を図2乃至図3を参照して説明する。まず、プレキャストコンクリート柱2を工場において製作する際に、ネジ節鉄筋3の上下方向における下端部3bに導電性スリーブ4を嵌合させ、このスリーブ4を、PC柱2用の型枠内において、支持手段としての、例えば、スペーサやフープ筋6aによって番線などで固定する。   The electrical connection structure 1 of the PC pillar 2 according to the present invention is configured as described above, and the connection method will be described with reference to FIGS. First, when the precast concrete column 2 is manufactured in the factory, the conductive sleeve 4 is fitted to the lower end portion 3b in the vertical direction of the screw joint bar 3, and this sleeve 4 is placed in the mold for the PC column 2, For example, the supporting means is fixed by a wire or the like by spacers or hoops 6a.

前記スリーブ用接続部材5で前記ネジ鉄筋3とスリーブ4との導通を図る。前記ネジ鉄筋3の上端部3aを当該PC柱2の上面2aから所望長さ突出するように配置して、その後にコンクリートを型枠内に打設する。こうして、避雷導体用鉄筋3として埋設して、PC柱2を形成する。   The sleeve connecting member 5 makes the screw rebar 3 and the sleeve 4 conductive. The upper end portion 3a of the screw rebar 3 is disposed so as to protrude a desired length from the upper surface 2a of the PC pillar 2, and then concrete is placed in the mold. In this way, the PC pillar 2 is formed by being buried as the lightning conductor reinforcing bar 3.

前記PC柱2を現場で建入れする際に、図3に示すように、既設のPC柱2の上面2aから突出しているネジ鉄筋3の鉄筋上部3aに、ナット7を螺合させてワッシャ8を嵌合させておく。次に、前記既設のPC柱2に対して上階用の前記PC柱2を、スリーブ4の下側に前記突出しているネジ鉄筋3の鉄筋上部3aを嵌合させ挿入させて、建入れする。その後、上階のPC柱2の下部の隙間(約10mm程度)に、例えばスパナを差し込んで前記ナット7を締め上げて、ワッシャ8とともに前記スリーブ4の下面に当接させる。   When the PC pillar 2 is erected on site, as shown in FIG. 3, a nut 7 is screwed onto the reinforcing bar upper portion 3 a of the threaded reinforcing bar 3 protruding from the upper surface 2 a of the existing PC pillar 2, thereby providing a washer 8. Is fitted. Next, the above-mentioned PC pillar 2 for the upper floor is inserted into the existing PC pillar 2 by fitting the reinforcing bar upper part 3a of the protruding screw reinforcing bar 3 to the lower side of the sleeve 4 and inserting it. . Thereafter, a wrench, for example, is inserted into the lower space (about 10 mm) of the PC pillar 2 on the upper floor, and the nut 7 is tightened and brought into contact with the lower surface of the sleeve 4 together with the washer 8.

前記建入れした上階のPC柱2に対して、例えば、仮固定用キャンバーや精度調整用控え(斜めサポート)によって建入れ調整する。その後に、前記ナット7及びワッシャ8とスリーブ4との導通を適宜確認し、前記スリーブ4の注入口4aからにモルタル12を充填する。スリーブ4にモルタル12が充填されたことが、排出口4bからモルタル12が溢れてくるので判る。   For example, a temporary fixing camber or a precision adjusting copy (oblique support) is used to adjust the erected PC column 2 on the upper floor. Thereafter, the conduction between the nut 7 and the washer 8 and the sleeve 4 is confirmed as appropriate, and the mortar 12 is filled from the inlet 4 a of the sleeve 4. It can be seen that the mortar 12 is filled in the sleeve 4 because the mortar 12 overflows from the discharge port 4b.

こうして、避雷導体用鉄筋により落雷の際の、通電経路が確保される。予め、PC柱2にネジ節鉄筋3とスリーブ4とが導通されて埋設されているので、結線などをPC柱2の外に引き出す必要もなく、その後のモルタルによる埋め戻し工事もない。よって、簡易に避雷針用通電経路の構築ができるとともに、工期を短縮させて施工することができる。   In this way, a current-carrying path during a lightning strike is secured by the lightning conductor reinforcing bar. Since the screw joints 3 and the sleeve 4 are embedded in the PC column 2 in advance, there is no need to draw out the connection outside the PC column 2 and there is no subsequent backfilling work with mortar. Therefore, the lightning rod energization path can be easily constructed, and the construction period can be shortened.

本発明の第2実施例として、図4に示すように、前記スリーブ用接続部材5は、避雷導体用鉄筋3に螺合されるナット7若しくは、螺合されるナット7及び遊嵌されるワッシャ8で構成したものである。このようにすれば、スリーブ4を鉄筋等に固定した後に、予め鉄筋3に所要の上位置までワッシャ8を遊嵌させ、前記ナット7を螺合させておいたものを、下方向にワッシャ8を落としてナット7を締め込めばよいので、簡単であり手間が掛からず工期短縮となる。   As a second embodiment of the present invention, as shown in FIG. 4, the sleeve connecting member 5 includes a nut 7 that is screwed into the lightning conductor reinforcing bar 3, or a nut 7 that is screwed together and a washer that is loosely fitted. 8 is configured. In this way, after the sleeve 4 is fixed to the reinforcing bar or the like, the washer 8 is loosely fitted to the reinforcing bar 3 in advance to the required upper position, and the nut 7 is screwed together. The nut 7 is tightened and the nut 7 is tightened.

本発明に係るPC柱接続部における電気的接続構造1を示す拡大詳細図(A)と、全体概念図(B)とである。They are the enlarged detailed view (A) which shows the electrical connection structure 1 in the PC pillar connection part which concerns on this invention, and a whole conceptual diagram (B). 同本発明のPC柱接続部における電気的接続接続方法を説明する説明図である。It is explanatory drawing explaining the electrical connection connection method in the PC pillar connection part of the same this invention. 同本発明のPC柱接続部における電気的接続接続方法を、建入れの順番に説明する説明図である。It is explanatory drawing explaining the electrical connection connection method in the PC pillar connection part of the same invention in the order of erection. 本発明の第2実施例を示す一部拡大正面図である。It is a partially expanded front view which shows 2nd Example of this invention. 従来例に係るPC柱接続部における電気的接続構造を示す説明図である。It is explanatory drawing which shows the electrical connection structure in the PC pillar connection part which concerns on a prior art example. 同従来例のPC柱における通電経路の設置の様子を示す説明用柱横断面図である。It is an explanatory pillar cross-sectional view which shows the mode of installation of the electricity supply path | route in PC pillar of the prior art example.

符号の説明Explanation of symbols

1 PC柱接続部における電気的接続構造、
2 PC柱、
3 避雷導体用鉄筋(ネジ節鉄筋)、 3a 鉄筋上部、
3b 下端部、
4 スリーブ、 4a 注入口、
4b 排出口、
5 スリーブ用接続部材、
6 異径鉄筋、 6a フープ筋、
7 ナット、
8 ワッシャ、
9 接続金具、
10 金属線、 10a 一端部、
10b 他端部、
11 金属製固定用部材、
12 モルタル、
13 銅線、
14 接続用金具、
15 躯体欠き込み。
1 Electrical connection structure at the PC pillar connection,
2 PC pillars,
3 Rebar for lightning conductor (screw joint rebar), 3a Rebar upper part,
3b lower end,
4 sleeve, 4a inlet,
4b outlet,
5 Connection member for sleeve,
6 Reinforcing bars, 6a Hoops,
7 nuts,
8 Washers,
9 Connection bracket,
10 metal wire, 10a one end,
10b the other end,
11 Metal fixing member,
12 mortar,
13 Copper wire,
14 Connection fittings,
15 The body is missing.

Claims (5)

プレキャストコンクリート柱により柱を構築する建築物における、避雷針用の通電経路を形成する際の、上階と下階との前記プレキャストコンクリート柱接続部の電気的接続構造は、
上階のプレキャストコンクリート柱の避雷導体用鉄筋の下部に嵌合された導電性スリーブと、前記上階の避雷導体用鉄筋と前記スリーブとを電気的に接続をするスリーブ用接続部材と、
下階のプレキャストコンクリート柱における避雷導体用鉄筋において、当該柱の上面から上に突出した鉄筋上部のネジ部に螺合されており建入れされた前記上階のプレキャストコンクリート柱のスリーブ下面に締め込みされることで当接する少なくともナットとで、
前記下階の避雷導体用鉄筋と少なくともナットと上階のスリーブ及び避雷導体用鉄筋とが電気的に接続されていること、
を特徴とするPC柱接続部における電気的接続構造。
The electrical connection structure of the precast concrete column connection portion between the upper floor and the lower floor when forming a current-carrying path for a lightning rod in a building constructed with a precast concrete column,
A conductive sleeve fitted to the lower part of the lightning conductor reinforcing bar of the upper floor precast concrete pillar, and a sleeve connecting member for electrically connecting the upper lightning conductor reinforcing bar and the sleeve;
The lightning conductor reinforcing bar in the precast concrete column on the lower floor is screwed to the threaded part of the upper part of the reinforcing bar that protrudes upward from the upper surface of the column, and is tightened to the lower surface of the sleeve of the precast concrete column in the upper floor With at least the nut that comes into contact with
The lower floor lightning conductor reinforcing bar and at least the nut, the upper floor sleeve and the lightning conductor reinforcing bar are electrically connected,
The electrical connection structure in the PC pillar connection part characterized by this.
スリーブ用接続部材は、前記避雷導体用鉄筋に固定した接続金具と該接続金具に一端を接続した金属線と、該金属線の他端部を前記スリーブの表面に固定する金属製固定用部材とで構成されること、
を特徴とする請求項1に記載のPC柱接続部における電気的接続構造。
The connection member for the sleeve includes a connection fitting fixed to the reinforcing bar for the lightning conductor, a metal wire having one end connected to the connection fitting, a metal fixing member for fixing the other end of the metal wire to the surface of the sleeve, Consisting of,
The electrical connection structure in the PC pillar connection part according to claim 1.
金属製固定用部材は、金属製のバンド若しくは金属製巻付け用線材であること、
を特徴とする請求項2に記載のPC柱接続部における電気的接続構造。
The metal fixing member is a metal band or a metal winding wire,
The electrical connection structure in the PC pillar connection part according to claim 2.
スリーブ用接続部材は、避雷導体用鉄筋に螺合されるナット若しくは、螺合されるナット及び遊嵌されるワッシャであること、
を特徴とする請求項1に記載のPC柱接続部における電気的接続構造。
The sleeve connection member is a nut that is screwed to the lightning conductor reinforcing bar, or a nut that is screwed and a washer that is loosely fitted,
The electrical connection structure in the PC pillar connection part according to claim 1.
プレキャストコンクリート柱の製作時に、ネジ鉄筋の上下方向における下端部に導電性スリーブを嵌合させ、
スリーブ用接続部材で前記ネジ鉄筋とスリーブとの導通を図って支持手段で前記スリーブを固定支持するとともに、前記ネジ鉄筋の上端部を当該柱の上面から所望長さ突出するように配置して、その後にコンクリートを型枠内に打設し避雷導体用鉄筋として埋設して、プレキャストコンクリート柱を形成し、
前記プレキャストコンクリート柱を現場で建入れする際に、既設のプレキャストコンクリート柱の上面から突出しているネジ鉄筋の上部に少なくともナットを螺合させておき、
前記既設のプレキャストコンクリート柱に対して上階用の前記プレキャストコンクリート柱を、スリーブの下側に前記突出しているネジ鉄筋の上部を嵌合させ挿入させて、建入れし、
前記ナットを締め上げて前記スリーブ下面に当接させ、
前記建入れした上階のプレキャストコンクリート柱の建入れ調整の後に、
前記ナットとスリーブとの導通を適宜確認し、前記スリーブにモルタルを充填すること、
を特徴とするPC柱接続部における電気的接続方法。
When manufacturing precast concrete columns, fit a conductive sleeve to the lower end in the vertical direction of the screw rebar,
The sleeve connection member is used to connect the screw rebar to the sleeve, and the support means fixes and supports the sleeve, and the upper end portion of the screw rebar is arranged to protrude from the upper surface of the column to a desired length. After that, cast concrete in the formwork and embed it as lightning conductor reinforcing bars to form precast concrete columns,
When building the precast concrete pillar on-site, at least a nut is screwed onto the upper part of the threaded reinforcing bar protruding from the upper surface of the existing precast concrete pillar,
The precast concrete column for the upper floor is inserted into the existing precast concrete column by fitting the upper part of the protruding screw rebar to the lower side of the sleeve, and erected.
Tighten the nut to contact the lower surface of the sleeve,
After erection adjustment of the precast concrete pillar on the upper floor that has been erected,
Check the conduction between the nut and the sleeve as appropriate, and fill the sleeve with mortar,
The electrical connection method in the PC pillar connection part characterized by these.
JP2007276194A 2007-10-24 2007-10-24 Structure and method for electrical connection at connection part of precast concrete column Pending JP2009102896A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007276194A JP2009102896A (en) 2007-10-24 2007-10-24 Structure and method for electrical connection at connection part of precast concrete column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007276194A JP2009102896A (en) 2007-10-24 2007-10-24 Structure and method for electrical connection at connection part of precast concrete column

Publications (1)

Publication Number Publication Date
JP2009102896A true JP2009102896A (en) 2009-05-14

Family

ID=40704853

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007276194A Pending JP2009102896A (en) 2007-10-24 2007-10-24 Structure and method for electrical connection at connection part of precast concrete column

Country Status (1)

Country Link
JP (1) JP2009102896A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012084376A (en) * 2010-10-12 2012-04-26 Hashimoto Seimitsu Kogyo Kk Connector for lightning protection
JP2016204985A (en) * 2015-04-23 2016-12-08 株式会社大林組 Electrical connection structure and electrical connection method of reinforcements in filling-type sleeve joint
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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012084376A (en) * 2010-10-12 2012-04-26 Hashimoto Seimitsu Kogyo Kk Connector for lightning protection
JP2016204985A (en) * 2015-04-23 2016-12-08 株式会社大林組 Electrical connection structure and electrical connection method of reinforcements in filling-type sleeve joint
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

Similar Documents

Publication Publication Date Title
JP4291700B2 (en) Construction method of high-rise building structure with steel frame and reinforced concrete structure
JP2009102896A (en) Structure and method for electrical connection at connection part of precast concrete column
KR100763886B1 (en) An Apparatus for Fixing Curtain Wall
KR101049961B1 (en) Fixing device of power distributing box of apartment house
KR100910740B1 (en) Electric supply box fixing device of in set type for apartment house
JP5493032B1 (en) Grout cold curing method
CN106320531A (en) Prefabricated concrete structure connecting method adopting bilateral half-open left-screwed and right-screwed sleeve
JP5104571B2 (en) Structure for electrically connecting reinforcing bars, Method for electrically connecting reinforcing bars
JP7058245B2 (en) Connection structure of wall connection mounting hardware and temporary scaffolding using the hardware
KR20180101678A (en) Anchor bolt for wall form supporter
JP2006200270A (en) Joining structure and joining method
JP2008278708A (en) Construction method of lightening down-conductor
RU109766U1 (en) JOINT NODE &#34;COLUMN-RIGELS-COLUMN&#34;
KR20150049428A (en) Cd pipe supporting apparatus and weight fixing method and wall installing method
KR100948166B1 (en) Connection sleeve
KR200418142Y1 (en) An Apparatus for Fixing Curtain Wall
KR200417368Y1 (en) Rebar and Piping Attachment Formwork
KR200381302Y1 (en) Structure for fixing stud of H-pile for composite basement wall
JP5350334B2 (en) Rebuilding method and building structure
JP3186347U (en) Floor sleeve
JP7120704B2 (en) Lightning conductor structure and manufacturing method of lightning conductor structure
CN215772427U (en) Pipeline erecting device for assembled wall
KR20170106040A (en) Method of Constructing Concrete Girder by Multi-tension
CN221143210U (en) A precast concrete post and assembled building for curtain lightning protection
KR101634554B1 (en) Insulating buried screw and installation method of frame using the same