JP2015078490A - Method of confirming filling state of filler filling joint part of pc member - Google Patents

Method of confirming filling state of filler filling joint part of pc member Download PDF

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JP2015078490A
JP2015078490A JP2013214793A JP2013214793A JP2015078490A JP 2015078490 A JP2015078490 A JP 2015078490A JP 2013214793 A JP2013214793 A JP 2013214793A JP 2013214793 A JP2013214793 A JP 2013214793A JP 2015078490 A JP2015078490 A JP 2015078490A
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filling
electric wire
joint
covered electric
filler
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JP6197564B2 (en
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絵利 大本
Eri Omoto
絵利 大本
理史 鈴木
Satoshi Suzuki
理史 鈴木
孝義 沼崎
Takayoshi Numazaki
孝義 沼崎
直人 藤生
Naoto Fujio
直人 藤生
健生 加藤
Takeo Kato
健生 加藤
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Obayashi Corp
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Obayashi Corp
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Abstract

PROBLEM TO BE SOLVED: To confirm the filling state of a filler on a surface-directional inner side of a joint part between mutually joined PC members.SOLUTION: A plurality of substantially L-shaped coated electric wires 12 are fixed along a joint surface and a side face of an upper column member 4 and a joint surface and a side face of a joint member 1, and the upper column member 4 and joint member 1 are moved to put the joint surfaces closer to each other, so that a filled space is formed between the joint surfaces. After the filled space is filled with grout GR which has electric conductivity in a fluid state, the resistance value (electric characteristics) between one coated electric wire 12 and another coated electric wire 12 is measured by a measuring instrument 13.

Description

本発明は、PC(プレキャストコンクリート)部材の目地部に充填される充填材の充填状況確認方法に関する。   The present invention relates to a method for checking a filling state of a filler filled in a joint portion of a PC (precast concrete) member.

PC部材を用いた架構式構造が知られている(例えば特許文献1を参照)。この架構式構造では、目地部(例えばPC柱部材とPC仕口部材の接合部分、PC梁部材とPC仕口部材の接合部分、PC柱部材同士の継手部分、PC梁部材同士の継手部分)に、グラウト等の充填材を充填している。   A frame-type structure using a PC member is known (see, for example, Patent Document 1). In this frame structure, joints (for example, a joint portion between a PC column member and a PC joint member, a joint portion between a PC beam member and a PC joint member, a joint portion between PC column members, and a joint portion between PC beam members) It is filled with a filler such as grout.

充填材の充填に際し、充填状況を目地部の外側から視認することは困難である。このため、従来は、多めの充填材を充填空間に充填する一方、余剰の充填材を充填空間から排出させ、排出された充填材に気泡が入っていないことに基づいて充填の完了を判断している。この方法では、充填材を無駄に消費してしまうという問題がある。   When filling the filler, it is difficult to visually check the filling state from the outside of the joint. For this reason, conventionally, a large amount of filler is filled in the filling space, while excess filler is discharged from the filling space, and the completion of filling is determined based on the fact that no bubbles are contained in the discharged filling material. ing. This method has a problem that the filler is consumed wastefully.

充填材の充填状況を外部から検出する方法として、特許文献2には、電極及びリード線が取り付けられた水溶性絶縁シートをコンクリート型枠内に配設し、打設されたコンクリートによる電極の導通を抵抗計やLEDで検知する方法が記載されている。また、特許文献3には、高抵抗素子を直列に接続した抵抗回路を型枠内に固定し、コンクリートの打設の進行に伴って変化する抵抗回路の電流に基づき、充填状況を外部から認識する方法が記載されている。   As a method for detecting the filling state of the filler from the outside, Patent Document 2 discloses that a water-soluble insulating sheet to which electrodes and lead wires are attached is arranged in a concrete mold and the electrodes are connected by the placed concrete. Is described as a method of detecting the resistance with an ohmmeter or LED. In Patent Document 3, a resistance circuit in which high resistance elements are connected in series is fixed in a formwork, and the filling situation is recognized from the outside based on the current of the resistance circuit that changes as the concrete is placed. How to do is described.

特許第3837390号公報Japanese Patent No. 3837390 特許第2744400号公報Japanese Patent No. 2744400 特許第2740438号公報Japanese Patent No. 2740438

充填材の無駄な消費を抑制するため、PC部材同士の目地部における充填確認に、特許文献2や3に記載された技術を適用することが考えられる。しかしながら、これらの技術では電極や抵抗回路を型枠に固定しているため、目地部における面方向の内側については充填状況を確認することは困難である。   In order to suppress wasteful consumption of the filler, it is conceivable to apply the techniques described in Patent Documents 2 and 3 to the filling confirmation in the joint portion between the PC members. However, in these techniques, since the electrodes and the resistance circuit are fixed to the mold, it is difficult to check the filling state on the inner side in the surface direction at the joint.

本発明は、このような事情に鑑みてなされたものであり、その目的は、PC部材間の目地部に関し、面方向の内側について充填材の充填状況を確認することにある。   This invention is made | formed in view of such a situation, The objective is to confirm the filling condition of the filler about the inner side of a surface direction regarding the joint part between PC members.

前記目的を達成するため、本発明は、第1PC部材と第2PC部材の目地に充填される充填材の充填状況を確認する充填状況確認方法であって、前記第1PC部材の接合面と前記第2PC部材の接合面の少なくとも一方に被覆電線の一端が配置されるように、複数の前記被覆電線を当該接合面側のPC部材に固定する電線固定ステップと、前記第1PC部材の接合面と前記第2PC部材の接合面とが近接されるように、前記第1PC部材と前記第2PC部材の少なくとも一方を移動させ、これらの接合面同士の間に充填空間を形成するPC部材移動ステップと、流動状態で導電性を有する前記充填材を前記充填空間へ充填した後、或る被覆電線と他の被覆電線との間の電気的特性を測定する特性測定ステップとを行うことを特徴とする。   In order to achieve the above object, the present invention provides a filling state confirmation method for confirming a filling state of a filler to be filled in joints of a first PC member and a second PC member, the bonding surface of the first PC member and the first PC member A wire fixing step of fixing the plurality of covered wires to the PC member on the bonding surface side, and a bonding surface of the first PC member and the A PC member moving step in which at least one of the first PC member and the second PC member is moved so that a bonding surface of the second PC member comes close to each other, and a filling space is formed between the bonding surfaces; A characteristic measuring step of measuring an electrical characteristic between a certain covered electric wire and another covered electric wire is performed after the filling material having conductivity in a state is filled in the filling space.

本発明によれば、一端がPC部材の接合面に配置された複数の被覆電線がPC部材に固定され、かつ、或る被覆電線と他の被覆電線との間の電気的特性が測定される。充填材は導電性を有するため、電気的特性は、被覆電線の端部まで充填材が充填されている場合と、充填されていない場合とで異なる。従って、電気的特性に基づき、充填材の充填状況を確認することができる。ここで、被覆電線の一端が接合面に配置されていることから、目地部における面方向の内側について充填材の充填状況を確認できる。   According to the present invention, a plurality of covered electric wires whose one ends are arranged on the joint surface of a PC member are fixed to the PC member, and electrical characteristics between one covered electric wire and another covered electric wire are measured. . Since the filler has conductivity, the electrical characteristics differ between when the filler is filled up to the end of the covered electric wire and when it is not filled. Therefore, the filling state of the filler can be confirmed based on the electrical characteristics. Here, since one end of the covered electric wire is arranged on the joint surface, the filling state of the filler can be confirmed on the inner side in the surface direction of the joint portion.

前述の充填状況確認方法において、前記第1PC部材と前記第2PC部材との間には鉄筋が架設されており、前記電線固定ステップでは、前記被覆電線の一端を、前記充填材の注入位置又は排出位置から見て前記鉄筋によって遮られる範囲内に配置することを特徴とすることが好ましい。この方法では、鉄筋近傍の充填材が特に充填され難い箇所について充填状況を確認できる。   In the above-described filling status confirmation method, a reinforcing bar is installed between the first PC member and the second PC member, and in the wire fixing step, one end of the covered wire is connected to the filling material injection position or discharge. It is preferable to arrange in the range which is obstructed by the reinforcing bars when viewed from the position. In this method, it is possible to check the filling state of a portion where the filler near the reinforcing bar is particularly difficult to be filled.

前述の充填状況確認方法において、前記充填空間へ充填された前記充填材が硬化する前に、複数の前記被覆電線を取り外す取り外しステップを、前記特性測定ステップの後に行うことが好ましい。この方法では、被覆電線を目地部内に残存させずに充填材の充填状況を確認できる。   In the above-described filling state confirmation method, it is preferable that the removing step of removing the plurality of covered electric wires is performed after the characteristic measuring step before the filler filled in the filling space is cured. In this method, the filling state of the filler can be confirmed without leaving the covered electric wire in the joint.

前述の充填状況確認方法において、前記第1PC部材は前記第2PC部材の上方に配置され、前記電線固定ステップでは、前記第1PC部材の下端に位置する前記接合面に、前記導被覆電線の一端が配置されるよう、前記被覆電線を固定することが好ましい。この場合において、前記第1PC部材及び前記第2PC部材が、柱部材と仕口部材の何れかであることがより好ましい。この方法では、第1PC部材の接合面、すなわち充填材の充填空間における上面に、被覆電線の一端が配置される。充填空間の上面には空気が残り易いので、充填材が充填され難い箇所について充填状況を確認できる。   In the above-described filling status confirmation method, the first PC member is disposed above the second PC member, and in the electric wire fixing step, one end of the conductive coated electric wire is placed on the joining surface located at the lower end of the first PC member. It is preferable to fix the said covered electric wire so that it may be arrange | positioned. In this case, it is more preferable that the first PC member and the second PC member are either a column member or a joint member. In this method, one end of the covered electric wire is arranged on the joint surface of the first PC member, that is, the upper surface in the filling space of the filler. Since air tends to remain on the upper surface of the filling space, it is possible to check the filling state of a portion that is difficult to be filled with the filler.

本発明によれば、互いに接合されるPC部材同士の目地部に関し、目地部における面方向の内側について充填材の充填状況を確認できる。   According to the present invention, with respect to the joint portion between the PC members to be joined together, the filling state of the filler can be confirmed on the inner side in the surface direction of the joint portion.

プレキャストコンクリートの接合部を説明する斜視図及び断面図である。It is the perspective view and sectional drawing explaining the junction part of precast concrete. 下側目地部における充填材の充填状況を説明する図である。It is a figure explaining the filling condition of the filler in a lower joint part. 上側柱部材に複数の被覆電線を固定した状態を説明する図である。It is a figure explaining the state which fixed the some covered electric wire to the upper pillar member. 被覆電線の配置を模式的に説明する図である。It is a figure which illustrates arrangement of a covered electric wire typically. 仕口部材に複数の被覆電線を固定した状態を説明する図である。It is a figure explaining the state which fixed the some covered electric wire to the joint member. 上側柱部材を移動させている途中の様子を説明する図である。It is a figure explaining the mode in the middle of moving the upper pillar member. モルタル(充填材)の充填作業を説明する図である。It is a figure explaining the filling operation | work of mortar (filler). 被覆電線の取り外しを説明する図である。It is a figure explaining removal of a covered electric wire.

以下、本発明の実施形態について説明する。まず、PC部材(プレキャストコンクリート部材)の接合部について説明する。図1(a)は、PC部材による架構式構造であって、柱梁接合部を示す斜視図であり、図1(b)は、柱梁接合部の断面図である。   Hereinafter, embodiments of the present invention will be described. First, the joint portion of the PC member (precast concrete member) will be described. FIG. 1A is a perspective view showing a beam-to-column joint portion, which is a frame structure using a PC member, and FIG. 1B is a cross-sectional view of the beam-to-column joint portion.

図1(a)に示すように、この実施形態ではPC部材として、仕口部材1と、左側梁部材2と、右側梁部材3と、上側柱部材4と、下側柱部材5とを例示している。そして、左側梁部材2は、仕口部材1の左側面に接合され、右側梁部材3は、仕口部材1の右側面に接合されている。また、上側柱部材4は、仕口部材1の上面に接合され、下側柱部材5は、仕口部材1の下面に接合されている。   As shown in FIG. 1A, in this embodiment, as a PC member, a joint member 1, a left beam member 2, a right beam member 3, an upper column member 4, and a lower column member 5 are exemplified. doing. The left beam member 2 is joined to the left side surface of the joint member 1, and the right beam member 3 is joined to the right side surface of the joint member 1. The upper column member 4 is joined to the upper surface of the joint member 1, and the lower column member 5 is joined to the lower surface of the joint member 1.

なお、この実施形態において、上側柱部材4と仕口部材1の間では、上側柱部材4が第1PC部材に相当し、仕口部材1が第2PC部材に相当する。また、仕口部材1と下側柱部材5の間では、仕口部材1が第1PC部材に相当し、下側柱部材5が第2PC部材に相当する。   In this embodiment, between the upper column member 4 and the joint member 1, the upper column member 4 corresponds to the first PC member, and the joint member 1 corresponds to the second PC member. Further, between the joint member 1 and the lower column member 5, the joint member 1 corresponds to the first PC member, and the lower column member 5 corresponds to the second PC member.

図1(b)に示すように、上側柱部材4の下面には、複数の鉄筋6が下方に向けて突設されている。図2からも判るように、これらの鉄筋6は、平面視で略正方形状に配列されている。本実施形態において、上側柱部材4と下側柱部材5の外形寸法は同じであり、面方向の位置が揃えられている。このため、各鉄筋6は、上側柱部材4の外周縁から面方向の内側に多少入った位置に配置されている。   As shown in FIG. 1B, a plurality of reinforcing bars 6 project downward from the lower surface of the upper column member 4. As can be seen from FIG. 2, these reinforcing bars 6 are arranged in a substantially square shape in plan view. In the present embodiment, the upper column member 4 and the lower column member 5 have the same outer dimensions, and are aligned in the plane direction. For this reason, each reinforcing bar 6 is arranged at a position slightly inside the surface direction from the outer peripheral edge of the upper column member 4.

図1(b)に示すように、上側柱部材4と下側柱部材5のつなぎ合わせに際しては、上側柱部材4の下面から下方に突設された複数の鉄筋6を、仕口部材1に設けられた複数の鉄筋貫通孔7に挿通する。あわせて、仕口部材1の下面から下方に突出された鉄筋6の下側部分を、下側柱部材5の上面に設けられた鉄筋継手部8に挿入する。これにより、上側柱部材4と仕口部材1と下側柱部材5の間に鉄筋6が架設される。その際、上側柱部材4の下面と仕口部材1の上面との間、及び、下側柱部材5の上面と仕口部材1の下面との間には若干の空間が形成される。これらの空間は、グラウトGRが充填される充填空間となる。   As shown in FIG. 1 (b), when connecting the upper column member 4 and the lower column member 5, a plurality of reinforcing bars 6 projecting downward from the lower surface of the upper column member 4 are connected to the joint member 1. The plurality of reinforcing bar through holes 7 are inserted. At the same time, the lower portion of the reinforcing bar 6 protruding downward from the lower surface of the joint member 1 is inserted into the reinforcing bar joint 8 provided on the upper surface of the lower column member 5. Thereby, the reinforcing bar 6 is constructed between the upper column member 4, the joint member 1, and the lower column member 5. At that time, a slight space is formed between the lower surface of the upper column member 4 and the upper surface of the joint member 1 and between the upper surface of the lower column member 5 and the lower surface of the joint member 1. These spaces become filling spaces filled with grout GR.

ここで、下側柱部材5にはグラウトGRの注入路9が設けられ、上側柱部材4にはグラウトGRの排出路10が設けられている。注入路9からグラウトGRを注入すると、下側の充填空間にグラウトGRが充填されて下側目地部11Lとなる。また、グラウトGRは、鉄筋継手部8に充填される一方、鉄筋貫通孔7を上昇し、上側の充填空間に流入する。この上側の充填空間にグラウトGRが充填されることで上側目地部11Uとなる。そして、余剰のグラウトGRが排出路10から排出される。   Here, the grout GR injection path 9 is provided in the lower column member 5, and the grout GR discharge path 10 is provided in the upper column member 4. When the grout GR is injected from the injection path 9, the lower filling space is filled with the grout GR and becomes the lower joint portion 11L. Further, the grout GR is filled in the reinforcing bar joint portion 8 while ascending the reinforcing bar through hole 7 and flows into the upper filling space. By filling the upper filling space with the grout GR, the upper joint portion 11U is formed. Then, excess grout GR is discharged from the discharge path 10.

前述したように、グラウトGRの充填は注入路9を通じて行われる。図2に示すように、注入路9の上端はグラウトGRの注入位置に相当し、下側柱部材5における面方向の中心付近に連通されている。このため、下側の充填空間においてグラウトGRは、注入路9の出口から面方向の外側に拡がりつつ、鉄筋継手部8や鉄筋貫通孔7に流入することになる。この場合、鉄筋6の周辺、特に注入路9の上端とは反対側の部分はグラウトGRが淀み、気泡ARが残留しやすくなっている。   As described above, the grout GR is filled through the injection path 9. As shown in FIG. 2, the upper end of the injection path 9 corresponds to the injection position of the grout GR, and communicates with the vicinity of the center of the lower column member 5 in the surface direction. For this reason, in the lower filling space, the grout GR flows from the outlet of the injection path 9 to the outer side in the surface direction and flows into the reinforcing bar joint portion 8 and the reinforcing bar through hole 7. In this case, the grout GR stagnates around the rebar 6, particularly on the side opposite to the upper end of the injection path 9, and the bubbles AR tend to remain.

従来は、十分な量のグラウトGRを流し込むことで気泡ARを排除していたが、グラウトGRの注入量が過多となり、無駄が多くなってしまう問題があった。本実施形態では、流動状態のグラウトGRが導電性を有していることに着目し、気泡ARの残留しやすい位置に被覆電線12(図3等を参照)を配置し、被覆電線12同士の間の電気的特性(例えば抵抗値)を測定することで、グラウトGRが充填されたか否かを判定している。以下、この充填状況の確認方法を、PC部材の接合手順とともに説明する。   Conventionally, bubbles AR were eliminated by pouring a sufficient amount of grout GR, but there was a problem that the amount of grout GR injected was excessive and wasted. In this embodiment, paying attention to the fact that the grout GR in a fluid state has conductivity, the covered electric wires 12 (see FIG. 3 and the like) are arranged at positions where the bubbles AR are likely to remain, It is determined whether or not the grout GR is filled by measuring the electrical characteristics (for example, resistance value) between them. Hereinafter, the confirmation method of this filling condition is demonstrated with the joining procedure of PC member.

PC部材同士を接合するに際しては、接合対象となるPC部材に対して、複数本の被覆電線12が固定される(電線固定ステップ)。   When joining PC members, a plurality of covered electric wires 12 are fixed to a PC member to be joined (wire fixing step).

例えば、図3(a)に示すように、上側柱部材4に対しては、外周方向に間隔を空けた状態で、複数の被覆電線12が固定される。これらの被覆電線12は略L字状に屈曲されており、屈曲部が上側柱部材4の下端周縁に位置付けられ、この屈曲部から面方向の内側と上方向に延びている。すなわち、被覆電線12の下端部は、上側柱部材4の下端に定められた接合面に沿って、下端周縁から面方向の内側に配置されている。また、被覆電線12の屈曲部よりも上側の部分は、上側柱部材4の側面に沿って配置されている。なお、被覆電線12の固定は一時的なものであるため、各被覆電線12は、粘着テープ、接着剤、グラウトGR等によって上側柱部材4に仮止め(取り外し可能に固定)されている。   For example, as shown to Fig.3 (a), with respect to the upper column member 4, the some covered electric wire 12 is fixed in the state spaced apart in the outer peripheral direction. These covered electric wires 12 are bent in a substantially L shape, and the bent portion is positioned at the lower end periphery of the upper column member 4 and extends inward and upward in the surface direction from the bent portion. That is, the lower end portion of the covered electric wire 12 is arranged on the inner side in the surface direction from the lower end periphery along the joining surface defined at the lower end of the upper column member 4. Further, the portion above the bent portion of the covered electric wire 12 is disposed along the side surface of the upper column member 4. Since the covered electric wires 12 are temporarily fixed, each covered electric wire 12 is temporarily fixed (removably fixed) to the upper column member 4 with an adhesive tape, an adhesive, grout GR, or the like.

ここで、被覆電線12について説明する。図3(b)に示すように、被覆電線12は、導体12aの外周面に絶縁被覆12bを施した電線である。本実施形態では、直径が0.3mmであり、外周面に絶縁コーティングを形成した被覆電線12を用いている。被覆電線12の長さは適宜定められるが、例えば20〜30cmである。そして、被覆電線12の上端部については、絶縁被覆12bを数cm程度剥がして導体12aを露出させており、測定器13(図7参照)と電気的に接続するための接続部として用いている。一方、被覆電線12の下端部については、絶縁被覆12bを残し、導体12aの端面を露出させている。   Here, the covered electric wire 12 will be described. As shown in FIG.3 (b), the covered electric wire 12 is an electric wire which gave the insulating coating 12b to the outer peripheral surface of the conductor 12a. In this embodiment, a covered electric wire 12 having a diameter of 0.3 mm and having an insulating coating formed on the outer peripheral surface is used. The length of the covered electric wire 12 is appropriately determined, and is, for example, 20 to 30 cm. And about the upper end part of the covered wire | conductor 12, the insulation coating 12b is peeled off about several cm, the conductor 12a is exposed, and it is used as a connection part for electrically connecting with the measuring device 13 (refer FIG. 7). . On the other hand, with respect to the lower end portion of the covered electric wire 12, the insulating coating 12b is left and the end face of the conductor 12a is exposed.

被覆電線12の下端部において、導体12aの端面はグラウトGRに対する通電部分となる。このため、図4(a)に示すように本実施形態では、被覆電線12の下端を、グラウトGRが淀み易い鉄筋6の近傍範囲に配置している。具体的には、グラウトGRの排出路10の下端(グラウトGRの排出位置)から見て鉄筋6によって遮られる範囲内(点線の範囲内)に配置している。なお、図4(b)に示すように、被覆電線12の下端は、上側柱部材4の外周縁よりも面方向の内側に入った範囲Xに位置付けられている。このようにすることで、鉄筋近傍におけるグラウトGRが特に充填され難い箇所について、グラウトGRの充填状況を確認できる。   At the lower end portion of the covered electric wire 12, the end surface of the conductor 12a serves as an energization portion for the grout GR. For this reason, as shown to Fig.4 (a), in this embodiment, the lower end of the covered electric wire 12 is arrange | positioned in the vicinity range of the reinforcing bar 6 which grout GR tends to stagnate. Specifically, it is arranged within a range (within the dotted line) that is blocked by the reinforcing bar 6 when viewed from the lower end of the grout GR discharge path 10 (grout GR discharge position). As shown in FIG. 4B, the lower end of the covered electric wire 12 is positioned in a range X that is inside the surface direction with respect to the outer peripheral edge of the upper column member 4. By doing in this way, the filling condition of grout GR can be confirmed about the location where grout GR in the vicinity of a reinforcing bar is especially difficult to fill.

図5(a),(b)に示すように、仕口部材1に対しても、外周方向に間隔を空けた状態で、複数の被覆電線12が固定される。すなわち、L字状の被覆電線12における下端部を下端の接合面に沿って配置し、屈曲部よりも上側の部分を側面に沿って配置している。なお、この時点で仕口部材1には鉄筋6が挿通されていないから、被覆電線12の下端は、鉄筋貫通孔7の近傍における注入路9の上端から反対側に位置付けられている。言い換えれば、鉄筋6が挿通されると、注入路9の上端(充填材の注入位置)から見てこの鉄筋6によって遮られる範囲内に配置されている。   As shown in FIGS. 5A and 5B, the plurality of covered electric wires 12 are also fixed to the joint member 1 with a space in the outer peripheral direction. That is, the lower end portion of the L-shaped covered electric wire 12 is disposed along the joint surface at the lower end, and the portion above the bent portion is disposed along the side surface. At this time, since the reinforcing bar 6 is not inserted into the joint member 1, the lower end of the covered wire 12 is positioned on the opposite side from the upper end of the injection path 9 in the vicinity of the reinforcing bar through hole 7. In other words, when the reinforcing bar 6 is inserted, the reinforcing bar 6 is disposed within a range blocked by the reinforcing bar 6 when viewed from the upper end of the injection path 9 (filling material injection position).

上側柱部材4や仕口部材1に被覆電線12を固定したならば、上側柱部材4や仕口部材1を移動させて組み付ける(PC部材移動ステップ)。   If the covered electric wire 12 is fixed to the upper column member 4 or the joint member 1, the upper column member 4 or the joint member 1 is moved and assembled (PC member moving step).

例えば、図6に示すように、鉄筋貫通孔7と鉄筋継手部8の面方向における位置をあわせて、下側柱部材5の上に仕口部材1を配置し、上側柱部材4を仕口部材1の上方から下降させる。そして、上側柱部材4が有する各鉄筋6を、仕口部材1の各鉄筋貫通孔7に挿通させ、さらに下側柱部材5の各鉄筋継手部8に挿入する。これにより、上側柱部材4の下面と仕口部材1の上面との間、及び、下側柱部材5の上面と仕口部材1の下面との間に充填空間が形成される。   For example, as shown in FIG. 6, the joint member 1 is arranged on the lower column member 5 with the positions in the surface direction of the reinforcing bar through hole 7 and the reinforcing bar joint portion 8, and the upper column member 4 is joined. The member 1 is lowered from above. Then, the reinforcing bars 6 of the upper column member 4 are inserted into the reinforcing bar through holes 7 of the joint member 1 and further inserted into the reinforcing bar joint portions 8 of the lower column member 5. Thereby, a filling space is formed between the lower surface of the upper column member 4 and the upper surface of the joint member 1 and between the upper surface of the lower column member 5 and the lower surface of the joint member 1.

上側柱部材4等を組み付けたならば、充填空間にグラウトGRを充填する(充填材の充填ステップ)。   When the upper column member 4 or the like is assembled, the grout GR is filled in the filling space (filling material filling step).

例えば、図7に示すように、上側柱部材4の下端外周と下側柱部材5の上端外周に沿って桟木14をあて、上側の充填空間と下側の充填空間における面方向外縁を区画する。その後、下側柱部材5に設けられた注入路9からグラウトGRを注入する。注入されたグラウトGRは、下側の充填空間に充填されるとともに、鉄筋継手部8や鉄筋貫通孔7に流入される。注入を継続すると、グラウトGRは、鉄筋貫通孔7を通じて上側の充填空間に充填される。そして、上側の充填空間が満たされると、余剰のグラウトGRが上側柱部材4に設けられた排出路10から排出される。   For example, as shown in FIG. 7, a crosspiece 14 is applied along the lower end outer periphery of the upper column member 4 and the upper end outer periphery of the lower column member 5, thereby dividing the outer edge in the surface direction in the upper filling space and the lower filling space. . Thereafter, grout GR is injected from an injection path 9 provided in the lower column member 5. The injected grout GR is filled in the lower filling space and flows into the reinforcing bar joint portion 8 and the reinforcing bar through hole 7. When the injection is continued, the grout GR is filled into the upper filling space through the reinforcing bar through hole 7. When the upper filling space is filled, surplus grout GR is discharged from the discharge path 10 provided in the upper column member 4.

余剰のグラウトGRが排出路10から排出されたならば、或る被覆電線12の導体12aと他の被覆電線12の導体12aとの間の抵抗値(電気的特性)を測定する(特性測定ステップ)。   If the excess grout GR is discharged from the discharge path 10, the resistance value (electrical characteristic) between the conductor 12a of one covered electric wire 12 and the conductor 12a of another covered electric wire 12 is measured (characteristic measuring step) ).

例えば図7に示すように、上側柱部材4や仕口部材1に固定された複数の被覆電線12から任意の2本を選択し、上端部の導体12a同士の間に測定器13を接続して電気的特性を測定する。例えば抵抗値を測定する。ここで、選択した各被覆電線12の下端までグラウトGRが充填されている場合には、グラウトGRが導電性を有していることから、グラウトGRの抵抗値が測定される。一方、少なくとも一方の被覆電線12の下端にグラウトGRが充填されていない場合には、抵抗値は無限大になる。   For example, as shown in FIG. 7, any two of the plurality of covered electric wires 12 fixed to the upper column member 4 or the joint member 1 are selected, and the measuring instrument 13 is connected between the conductors 12a at the upper end portions. To measure the electrical characteristics. For example, the resistance value is measured. Here, when the grout GR is filled up to the lower end of each of the selected covered electric wires 12, since the grout GR has conductivity, the resistance value of the grout GR is measured. On the other hand, when the grout GR is not filled in the lower end of at least one of the covered electric wires 12, the resistance value becomes infinite.

その後、選択する被覆電線12の組み合わせを変え、必要な組み合わせに対して電気的特性を測定する。ここで、グラウトGRの充填が認められない組み合わせがあった場合、グラウトGRを追加で注入し、再度電気的特性を測定する。この作業を、被覆電線12の全ての組み合わせで、グラウトGRの充填が認められるまで繰り返し行う。   Then, the combination of the covered electric wires 12 to be selected is changed, and the electrical characteristics are measured for the necessary combination. Here, when there is a combination in which the filling of the grout GR is not recognized, the grout GR is additionally injected and the electrical characteristics are measured again. This operation is repeated for all combinations of the covered electric wires 12 until grout GR filling is recognized.

グラウトGRの充填が認められたならば、被覆電線12を取り外す(取り外しステップ)。   If filling of grout GR is recognized, the covered electric wire 12 is removed (removal step).

例えば図8(a),(b)に示すように、桟木14を取り外した状態で、被覆電線12における屈曲部よりも上側の部分を作業者の手前側に傾倒させ、被覆電線12の下端部を目地部11(上側目地部11U,下側目地部11L)から引き抜く。この時点において、目地部11のグラウトGRは硬化していないので、被覆電線12は人力によって簡単に引き抜くことができる。また、本実施形態の被覆電線12は太さが0.3mmと極めて細いので、引き抜いても目地部11に空洞は生じない。そして、全ての被覆電線12を取り外すことで、一連の作業工程が終了する。   For example, as shown in FIGS. 8A and 8B, with the pier 14 removed, the portion above the bent portion of the covered electric wire 12 is tilted to the front side of the operator, and the lower end portion of the covered electric wire 12 Is pulled out from the joint portion 11 (upper joint portion 11U, lower joint portion 11L). At this time, the grout GR of the joint portion 11 is not cured, so that the covered electric wire 12 can be easily pulled out by human power. Moreover, since the thickness of the covered electric wire 12 of the present embodiment is as thin as 0.3 mm, no cavity is generated in the joint portion 11 even if it is pulled out. And a series of work processes are complete | finished by removing all the covered electric wires 12. FIG.

このように、本実施形態によれば、目地部11における面方向の内側について、グラウトGRの充填状況を確認できる。そして、被覆電線12の下端を、鉄筋6の周囲であって注入路9とは反対側の範囲に配置しているので、グラウトGRが特に充填され難い箇所について充填状況を確認できる。また、抵抗値の測定後であってグラウトGRの硬化前に、複数の被覆電線12を取り外しているので、被覆電線12を目地部内に残存させずに充填材の充填状況を確認できる。   Thus, according to this embodiment, the filling state of grout GR can be confirmed about the inner side of the surface direction in the joint part 11. And since the lower end of the covered electric wire 12 is arrange | positioned in the circumference | surroundings of the reinforcing bar 6 and the range on the opposite side to the injection path 9, a filling condition can be confirmed about the location where grout GR is especially hard to be filled. Further, since the plurality of covered electric wires 12 are removed after the resistance value is measured and before the grout GR is cured, the filling state of the filler can be confirmed without leaving the covered electric wires 12 in the joints.

さらに、各被覆電線12の下端部を、上側柱部材4の下端接合面や仕口部材1の下端接合面に知って配置しているので、グラウトGRの充填がされ難い充填空間の上部について充填状況を確認できる。   Furthermore, since the lower end part of each covered electric wire 12 is known and arranged on the lower end joint surface of the upper column member 4 and the lower end joint surface of the joint member 1, the upper part of the filling space where the grout GR is difficult to be filled is filled. You can check the situation.

以上の実施形態の説明は、本発明の理解を容易にするためのものであり、本発明を限定するものではない。本発明はその趣旨を逸脱することなく、変更、改良され得ると共に本発明にはその等価物が含まれる。例えば、次のように構成してもよい。   The above description of the embodiment is for facilitating the understanding of the present invention, and does not limit the present invention. The present invention can be changed and improved without departing from the gist thereof, and the present invention includes equivalents thereof. For example, you may comprise as follows.

接合対象となるPC部材に関し、前述の実施形態では上側柱部材4、仕口部材1、下側柱部材5を例示したが、これらに限定されるものではない。例えば、左側梁部材2、仕口部材1、右側梁部材3のつなぎ合わせに際しても同じ方法を採用できる。また、柱部材同士の接合や梁部材同士の接合についても同様である。加えて、これら以外のPC部材同士の接合についても同様である。要するに、互いに接合される第1PC部材と第2PC部材であれば、同じ方法を採用できる。   Regarding the PC member to be joined, the upper column member 4, the joint member 1, and the lower column member 5 are exemplified in the above-described embodiment, but are not limited thereto. For example, the same method can be used for joining the left beam member 2, the joint member 1, and the right beam member 3. The same applies to joining column members and joining beam members. In addition, the same applies to the joining of other PC members. In short, the same method can be adopted as long as the first PC member and the second PC member are joined together.

被覆電線12に関し、前述の実施形態では、太さが0.3mmであって導体12aの周面に絶縁被覆12bとして絶縁コーティングを施した被覆電線12を例示したが、これに限定されない。例えば、ビニル樹脂やポリエチレン樹脂で被覆された被覆電線を用いてもよい。また、被覆電線12の下端部に関し、前述の実施形態では、導体12aの端面を露出させたものを例示したが、絶縁被覆12bを数mm程度剥がして導体12aを露出させてもよい。   Regarding the covered electric wire 12, in the above-described embodiment, the coated electric wire 12 having a thickness of 0.3 mm and having the peripheral surface of the conductor 12a provided with the insulating coating as the insulating coating 12b is illustrated, but is not limited thereto. For example, a covered electric wire covered with a vinyl resin or a polyethylene resin may be used. In addition, regarding the lower end portion of the covered electric wire 12, in the above-described embodiment, the end face of the conductor 12a is exposed, but the insulating cover 12b may be peeled off by about several mm to expose the conductor 12a.

充填材に関し、前述の実施形態ではグラウトGRを例示したが、流動状態で導電性を有しPC部材に対して接着性を有するものであれば、他の種類の充填材であってもよい。   Regarding the filler, the grout GR has been exemplified in the above-described embodiment, but other kinds of fillers may be used as long as they have conductivity in a fluid state and have adhesion to the PC member.

電気的特性に関し、前述の実施形態では抵抗値を例示したが、測定対象は他のものであってもよい。例えば、電圧であってもよいし、電流であってもよい。要するに、充填材の充填状態と非充填状態とで区別可能な特性であればよい。   Regarding the electrical characteristics, the resistance value is exemplified in the above-described embodiment, but the measurement target may be other. For example, it may be a voltage or a current. In short, any characteristic that can be distinguished between the filled state and the unfilled state of the filler may be used.

また、前述の実施形態では、グラウトGRの充填が完了した後に被覆電線12を取り外したが、目地部11の外側に露出している部分を切断し、残りの部分は目地部11に残しておいてもよい。   In the above-described embodiment, the covered electric wire 12 is removed after the grout GR filling is completed, but the portion exposed to the outside of the joint portion 11 is cut, and the remaining portion is left on the joint portion 11. May be.

また、従来工法との組み合わせも可能である。例えば、余剰のグラウトGR(充填材)を充填空間から排出させ、排出されたグラウトGRに気泡が入っていないことと、被覆電線12同士の導通が確認されたことを条件に、充填完了と判断するようにしてもよい。   A combination with a conventional method is also possible. For example, the excess grout GR (filler) is discharged from the filling space, and it is determined that the filling is completed on the condition that no air bubbles are contained in the discharged grout GR and conduction between the covered electric wires 12 is confirmed. You may make it do.

1…仕口部材,2…左側梁部材,3…右側梁部材,4…上側柱部材,5…下側柱部材,6…鉄筋,7…鉄筋貫通孔,8…鉄筋継手部,9…グラウトの注入路,10…グラウトの排出路,11…目地部,11U…上側目地部,11L…下側目地部,12…被覆電線,12a…導体,12b…絶縁被覆,13…測定器,14…桟木,GR…グラウト,AR…気泡,X…被覆電線の下端が位置付けられる範囲 DESCRIPTION OF SYMBOLS 1 ... Joint member, 2 ... Left beam member, 3 ... Right beam member, 4 ... Upper column member, 5 ... Lower column member, 6 ... Rebar, 7 ... Rebar penetration hole, 8 ... Reinforcement joint part, 9 ... Grout 10 ... Grout discharge path, 11 ... Joint, 11U ... Upper joint, 11L ... Lower joint, 12 ... Covered wire, 12a ... Conductor, 12b ... Insulation, 13 ... Measuring instrument, 14 ... Pier, GR ... Grout, AR ... Bubble, X ... Range where the lower end of the covered wire is located

Claims (5)

第1PC部材と第2PC部材の目地に充填される充填材の充填状況を確認する充填状況確認方法であって、
前記第1PC部材の接合面と前記第2PC部材の接合面の少なくとも一方に被覆電線の一端が配置されるように、複数の前記被覆電線を当該接合面側のPC部材に固定する電線固定ステップと、
前記第1PC部材の接合面と前記第2PC部材の接合面とが近接されるように、前記第1PC部材と前記第2PC部材の少なくとも一方を移動させ、これらの接合面同士の間に充填空間を形成するPC部材移動ステップと、
流動状態で導電性を有する前記充填材を前記充填空間へ充填した後、或る被覆電線と他の被覆電線との間の電気的特性を測定する特性測定ステップとを行うことを特徴とする充填材の充填状況確認方法。
A filling status confirmation method for confirming a filling status of a filler filled in joints of a first PC member and a second PC member,
An electric wire fixing step of fixing the plurality of covered electric wires to the PC member on the bonding surface side so that one end of the covered electric wire is disposed on at least one of the bonding surface of the first PC member and the bonding surface of the second PC member; ,
At least one of the first PC member and the second PC member is moved so that the bonding surface of the first PC member and the bonding surface of the second PC member are close to each other, and a filling space is formed between these bonding surfaces. A PC member moving step to be formed;
The filling is characterized in that after filling the filling material having conductivity in a flowing state into the filling space, a characteristic measuring step for measuring electrical characteristics between a certain covered wire and another covered wire is performed. How to check the filling status of materials.
前記第1PC部材と前記第2PC部材との間には鉄筋が架設されており、
前記電線固定ステップでは、前記被覆電線の一端を、前記充填材の注入位置又は排出位置から見て前記鉄筋によって遮られる範囲内に配置することを特徴とする請求項1に記載の充填材の充填状況確認方法。
A reinforcing bar is installed between the first PC member and the second PC member,
2. The filling of the filler according to claim 1, wherein, in the electric wire fixing step, one end of the covered electric wire is disposed within a range shielded by the reinforcing bar when viewed from an injection position or a discharge position of the filler. Status confirmation method.
前記充填空間へ充填された前記充填材が硬化する前に、複数の前記被覆電線を取り外す取り外しステップを、前記特性測定ステップの後に行うことを特徴とする請求項1又は2に記載の充填材の充填状況確認方法。   3. The filler according to claim 1, wherein a removal step of removing a plurality of the covered electric wires is performed after the characteristic measurement step before the filler filled in the filling space is cured. How to check the filling status. 前記第1PC部材は前記第2PC部材の上方に配置され、
前記電線固定ステップでは、前記第1PC部材の下端に位置する前記接合面に、前記導被覆電線の一端が配置されるよう、前記被覆電線を固定することを特徴とする請求項1から3の何れか1項に記載の充填材の充填状況確認方法。
The first PC member is disposed above the second PC member,
4. The covered electric wire is fixed in the electric wire fixing step so that one end of the conductive coated electric wire is arranged on the joining surface located at the lower end of the first PC member. A method for confirming a filling state of the filler according to claim 1.
前記第1PC部材及び前記第2PC部材が、柱部材と仕口部材の何れかであることを特徴とする請求項4に記載の充填材の充填状況確認方法。   5. The filling material status confirmation method according to claim 4, wherein the first PC member and the second PC member are either a column member or a joint member.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107991348A (en) * 2017-12-29 2018-05-04 中冶建筑研究总院有限公司 A kind of grouting material plumpness detection method and device
CN108037158A (en) * 2017-12-29 2018-05-15 中冶建筑研究总院有限公司 A kind of method and apparatus being detected using metal detection line to grouting material plumpness
CN108051480A (en) * 2017-12-29 2018-05-18 中冶建筑研究总院有限公司 A kind of grouting material plumpness detection method and device and grout sleeve

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5239268A (en) * 1992-06-18 1993-08-24 Asanuma Corp. Concrete sensor for sensing fresh concrete
JPH06212708A (en) * 1993-01-13 1994-08-02 Kumagai Gumi Co Ltd Detecting method for filling ability of joint filling agent in concrete structure
JPH1031013A (en) * 1996-07-17 1998-02-03 Ohbayashi Corp Filling condition checking method for placed concrete
JPH10197467A (en) * 1997-01-07 1998-07-31 Mitsubishi Heavy Ind Ltd Concrete filling checker
JP2002047800A (en) * 2000-08-04 2002-02-15 Nishimatsu Constr Co Ltd System and apparatus for detecting filling of concrete
JP2007255091A (en) * 2006-03-24 2007-10-04 Ohbayashi Corp Method of filling grout, joint method of pc member, and joint structure of pc member

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5239268A (en) * 1992-06-18 1993-08-24 Asanuma Corp. Concrete sensor for sensing fresh concrete
JPH06212708A (en) * 1993-01-13 1994-08-02 Kumagai Gumi Co Ltd Detecting method for filling ability of joint filling agent in concrete structure
JPH1031013A (en) * 1996-07-17 1998-02-03 Ohbayashi Corp Filling condition checking method for placed concrete
JPH10197467A (en) * 1997-01-07 1998-07-31 Mitsubishi Heavy Ind Ltd Concrete filling checker
JP2002047800A (en) * 2000-08-04 2002-02-15 Nishimatsu Constr Co Ltd System and apparatus for detecting filling of concrete
JP2007255091A (en) * 2006-03-24 2007-10-04 Ohbayashi Corp Method of filling grout, joint method of pc member, and joint structure of pc member

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107991348A (en) * 2017-12-29 2018-05-04 中冶建筑研究总院有限公司 A kind of grouting material plumpness detection method and device
CN108037158A (en) * 2017-12-29 2018-05-15 中冶建筑研究总院有限公司 A kind of method and apparatus being detected using metal detection line to grouting material plumpness
CN108051480A (en) * 2017-12-29 2018-05-18 中冶建筑研究总院有限公司 A kind of grouting material plumpness detection method and device and grout sleeve

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