JP2009257798A - Gap measuring gauge - Google Patents

Gap measuring gauge Download PDF

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JP2009257798A
JP2009257798A JP2008104195A JP2008104195A JP2009257798A JP 2009257798 A JP2009257798 A JP 2009257798A JP 2008104195 A JP2008104195 A JP 2008104195A JP 2008104195 A JP2008104195 A JP 2008104195A JP 2009257798 A JP2009257798 A JP 2009257798A
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gap
gauge
thickness
mortar layer
adhesive
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Gen Chikazawa
巖 近澤
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NIHON MECCS CO Ltd
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NIHON MECCS CO Ltd
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<P>PROBLEM TO BE SOLVED: To provide a gauge of a simple structure for easily and precisely measuring a gap between a concrete skeleton and a mortar layer. <P>SOLUTION: This gap measuring gauge 1 is a gauge for measuring the thickness of the gap 103 by being used in an outer-wall exfoliation preventive working method, etc. wherein an adhesive injection hole 104 is provided which is bored through the mortar layer 102 from the front surface side to the rear surface side thereof, and extends across the gap 103 between the rear surface side of the mortar layer 102 and the concrete skeleton 101 through the concrete skeleton 101, and a bond 105 is injected from the hole 104 into the gap 103 to bond the concrete skeleton 101 to the mortar layer 102. This gauge 1 comprises a plurality of gauge units 11, 12, 13, ... , each provided with a gap insertion part 22 inserted into the gap 103 on an end part of a shaft part 21 inserted into the hole 104. The respective gauge units 11, 12, 13, ... are formed so that their insertion parts 22 differ from each other in thickness. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、建造物の外壁の内側に発生した隙間、例えば建造物のコンクリート躯体とモルタル層の間の境界部に発生した隙間の厚さを測定するゲージに関するものである。   The present invention relates to a gauge for measuring the thickness of a gap generated inside an outer wall of a building, for example, a gap generated at a boundary portion between a concrete frame and a mortar layer of a building.

建造物、例えばコンクリート建造物は、一般に図16に示すように、コンクリート躯体101の表面にモルタル層102を設け、或いはモルタル層の表面に更にタイル(図示省略)を貼り付けるなどして外壁が構成されている。   As shown in FIG. 16, a building such as a concrete building generally has a mortar layer 102 on the surface of a concrete frame 101, or a tile (not shown) is further attached to the surface of the mortar layer. Has been.

上述の建造物においては、図17に示すように、コンクリート躯体101とモルタル層102の間の境界部に隙間103が発生し、この隙間103が拡大するとコンクリート躯体101からモルタル層102が剥落する虞がある。   In the above-mentioned building, as shown in FIG. 17, a gap 103 is generated at the boundary between the concrete frame 101 and the mortar layer 102, and when the gap 103 is enlarged, the mortar layer 102 may be peeled off from the concrete frame 101. There is.

モルタル層の剥落を防止するため、図18〜図20に示すように、モルタル層102の表面から隙間103を横断して、コンクリート躯体101に亘る接着剤注入孔104を設け、該孔104から接着剤としてのエポキシ樹脂105を隙間103に注入して、該エポキシ樹脂105でコンクリート躯体101とモルタル層102を接着するとともに、孔104に挿入したアンカーボルト(アンカーピン)106でコンクリート躯体101とモルタル層102を結合した外壁の剥落防止方法が開発されている。(例えば、特許文献1参照)
特開平7−238690号公報
In order to prevent the mortar layer from peeling off, as shown in FIGS. 18 to 20, an adhesive injection hole 104 is provided across the gap 103 from the surface of the mortar layer 102 and across the concrete casing 101, and the adhesive is bonded from the hole 104. An epoxy resin 105 as an agent is injected into the gap 103 to adhere the concrete casing 101 and the mortar layer 102 with the epoxy resin 105, and anchor bolts (anchor pins) 106 inserted into the holes 104 to fix the concrete casing 101 and the mortar layer. A method for preventing peeling of the outer wall joined with 102 has been developed. (For example, see Patent Document 1)
Japanese Patent Laid-Open No. 7-238690

ところで、上述のエポキシ樹脂105を注入してコンクリート躯体101とモルタル層102を接着する剥落防止方法にあっては、隙間103の厚さT(図17参照)および接着面積に見合った量のエポキシ樹脂105を注入する必要がある。   By the way, in the peeling prevention method of injecting the epoxy resin 105 and adhering the concrete casing 101 and the mortar layer 102, an amount of the epoxy resin corresponding to the thickness T of the gap 103 (see FIG. 17) and the bonding area. 105 needs to be injected.

注入するエポキシ樹脂105の量が少なすぎると、エポキシ樹脂105は、接着剤として十分な機能を果たさない。また、注入するエポキシ樹脂105の量が多過ぎると、注入したエポキシ樹脂105の圧力で隙間103が拡大してしまう虞がある。   If the amount of the epoxy resin 105 to be injected is too small, the epoxy resin 105 does not function sufficiently as an adhesive. Moreover, when there is too much quantity of the epoxy resin 105 to inject | pour, there exists a possibility that the clearance gap 103 may expand with the pressure of the inject | poured epoxy resin 105. FIG.

従って、適正な量のエポキシ樹脂105を注入するためには、隙間103の厚さTを正確に計測、把握して、エポキシ樹脂105の最適な注入量を決定する必要がある。しかし、隙間103は、モルタル層102の内側(裏側)にあるため、モルタル層102の外側(表側)の罅割れを測定する場合のように罅割れにスケールを当てて、その幅等を目視により計測することはできない。   Therefore, in order to inject an appropriate amount of the epoxy resin 105, it is necessary to accurately measure and grasp the thickness T of the gap 103 and determine an optimal injection amount of the epoxy resin 105. However, since the gap 103 is on the inner side (back side) of the mortar layer 102, a scale is applied to the crack as in the case of measuring the crack on the outer side (front side) of the mortar layer 102, and the width and the like are visually checked. It cannot be measured.

そこで、従来は超音波等を用いた計測装置を使用して、前記隙間の計測を行っていたが、前記計測装置は、構造が複雑で、持ち運びに不便で、且つ計測装置のコストも高いという問題点があった。   Therefore, conventionally, the measurement of the gap was performed using a measurement device using ultrasonic waves, but the measurement device has a complicated structure, is inconvenient to carry, and the cost of the measurement device is high. There was a problem.

このため、超音波等を用いた複雑な構造の計測装置を使用せずに、簡単容易かつ正確に前記隙間の計測を行うことができるようにするかが、上述の外壁の剥落防止作業を行う上での最大の課題とされていた。   For this reason, whether or not the gap can be measured easily and accurately without using a measuring device having a complicated structure using ultrasonic waves or the like is performed. It was considered the biggest challenge above.

本発明の目的は、極めて簡単な構成で、かつ容易、正確にコンクリート躯体とモルタル層との間の隙間を測定することのできる持ち運びに便利な隙間測定ゲージを提供することにある。   An object of the present invention is to provide a clearance measurement gauge that is very easy to carry and that can easily and accurately measure a clearance between a concrete frame and a mortar layer.

請求項1の発明は、モルタル層を表面側から裏面側に貫通し、該モルタル層の裏面側とコンクリート躯体の間の隙間を横断して、コンクリート躯体に亘る接着剤注入孔を設け、該接着剤注入孔からエポキシ樹脂等の接着剤を前記隙間に注入してコンクリート躯体とモルタル層を接着する外壁の剥落防止工法等に使用して、前記隙間の厚さを計測する隙間測定ゲージであって、
前記測定ゲージは、前記孔に挿入する軸部の端部に前記隙間に挿入する隙間挿入部を設けた複数本のゲージ単体で構成され、これら各ゲージ単体は、前記隙間挿入部の肉厚に差異を持たせて形成されている。
According to the first aspect of the present invention, an adhesive injection hole is provided through the mortar layer from the front surface side to the back surface side, crossing a gap between the back surface side of the mortar layer and the concrete housing, and extending over the concrete housing. A gap measuring gauge that measures the thickness of the gap by using an adhesive such as an epoxy resin from the agent injection hole into the gap to prevent peeling of the outer wall that bonds the concrete frame and the mortar layer. ,
The measurement gauge is composed of a plurality of single gauges provided with a gap insertion part to be inserted into the gap at an end of a shaft part to be inserted into the hole, and each of these gauges has a thickness corresponding to the thickness of the gap insertion part. It is formed with a difference.

請求項2の発明は、請求項1の隙間測定ゲージにおいて、前記各ゲージ単体の軸部は、断面円形状の金属線で形成されていて、前記隙間挿入部は、断面円形状の金属線の軸部の端部をプレスして所定の肉厚の板状部を形成した後に該部を略直角または略U字状に折り曲げることにより形成されていて、前記隙間挿入部の先端部は、前記軸部の外周面から所定の高さ突出している。   According to a second aspect of the present invention, in the gap measurement gauge according to the first aspect, the shaft portion of each gauge unit is formed of a metal wire having a circular cross section, and the gap insertion portion is formed of a metal wire having a circular cross section. It is formed by pressing the end of the shaft portion to form a plate-like portion having a predetermined thickness, and then bending the portion into a substantially right angle or substantially U shape. A predetermined height protrudes from the outer peripheral surface of the shaft portion.

請求項3の発明は、請求項1または請求項2に記載の隙間測定ゲージにおいて、軸部の一端部に前記隙間挿入部を形成し、他端部に把持部を形成した。   According to a third aspect of the present invention, in the gap measurement gauge according to the first or second aspect, the gap insertion portion is formed at one end portion of the shaft portion, and the grip portion is formed at the other end portion.

請求項4の発明は、請求項3の隙間測定ゲージにおいて、前記把持部を、前記軸部を構成する金属線の一端部をリング状に折り曲げることにより形成した。   According to a fourth aspect of the present invention, in the gap measurement gauge according to the third aspect, the grip portion is formed by bending one end of a metal wire constituting the shaft portion into a ring shape.

請求項5の発明は、請求項3または請求項4の隙間測定ゲージにおいて、前記リング状の把持部に前記隙間挿入部の肉厚を表示するタグを取り付けた。   According to a fifth aspect of the present invention, in the gap measurement gauge according to the third or fourth aspect, a tag for displaying the thickness of the gap insertion portion is attached to the ring-shaped gripping portion.

請求項6の発明は、請求項3〜請求項6のいずれかに記載の隙間測定ゲージにおいて、前記各ゲージ単体のリング状の把持部を結束リングで束ねた。   According to a sixth aspect of the present invention, in the gap measurement gauge according to any one of the third to sixth aspects, the ring-shaped gripping portions of the individual gauges are bundled with a bundling ring.

(1)請求項1の隙間測定ゲージは、これを構成する複数本のゲージ単体を順次、前記接着剤注入孔に挿入して、前記隙間挿入部が前記隙間に挿入できるか否かを試みる。そして、前記隙間挿入部が前記隙間にきっちりと挿入された場合に、前記隙間の厚みは前記隙間挿入部の肉厚によって推測可能になる。
(2)請求項2の隙間測定ゲージは、断面円形状の金属線の端部をプレスして、所定の肉厚の板状部を形成し、該板状部を略直角または略U字状に折り曲げることにより、前記隙間挿入部の肉厚の異なる複数本のゲージ単体を簡単、容易に形成することができる。また、前記隙間挿入部の先端部を前記軸部の外周面から所定の高さ突出させたので、前記隙間に前記隙間挿入部の先端部を確実に挿入させることができる。
(3)請求項3の隙間測定ゲージは、金属線の軸部の一端部に前記隙間挿入部を形成し、他端部に把持部を形成したので、該把持部を把持して、前記隙間挿入部の接着剤注入孔への挿入作業や、隙間挿入部の隙間への挿入作業を容易に行うことができる。
(4)請求項4の隙間測定ゲージは、金属線の一端部をリング状に折り曲げることにより把持部を軸部と一体に形成することができる。
(5)請求項5の隙間測定ゲージは、リング状の把持部に取り付けたタグにより隙間挿入部の肉厚を容易に確認することができる。
(6)請求項6の隙間測定ゲージは、各ゲージ単体のリング状の把持部を結束リングで束ねたので、複数本のゲージ単体からなる隙間測定ゲージの一体性を確保し、複数本のゲージ単体が分離、逸散してしまうのを防止できる。
(1) The gap measuring gauge according to claim 1 attempts to determine whether or not the gap insertion portion can be inserted into the gap by sequentially inserting a plurality of gauges constituting the gap into the adhesive injection hole. And when the said gap | interval insertion part is inserted exactly in the said gap | interval, the thickness of the said gap | interval becomes guessable with the thickness of the said gap | interval insertion part.
(2) The gap measuring gauge according to claim 2 presses the end of a metal wire having a circular cross section to form a plate-like portion having a predetermined thickness, and the plate-like portion is substantially perpendicular or substantially U-shaped. By bending it into a plurality of pieces, a plurality of single gauges having different thicknesses of the gap insertion portion can be formed easily and easily. In addition, since the tip end portion of the gap insertion portion protrudes from the outer peripheral surface of the shaft portion by a predetermined height, the tip end portion of the gap insertion portion can be reliably inserted into the gap.
(3) In the gap measurement gauge according to claim 3, since the gap insertion portion is formed at one end of the shaft portion of the metal wire and the gripping portion is formed at the other end, the gap is measured by gripping the gripping portion. The insertion operation into the adhesive injection hole of the insertion portion and the insertion operation into the gap of the gap insertion portion can be easily performed.
(4) In the gap measuring gauge according to the fourth aspect, the grip portion can be formed integrally with the shaft portion by bending one end portion of the metal wire into a ring shape.
(5) The gap measurement gauge of claim 5 can easily confirm the thickness of the gap insertion portion by the tag attached to the ring-shaped gripping portion.
(6) In the gap measurement gauge according to claim 6, since the ring-shaped gripping portion of each gauge unit is bundled with a binding ring, the integrity of the gap measurement gauge consisting of a plurality of gauge units is secured, and the plurality of gauges It is possible to prevent the single body from separating and dissipating.

図1は本発明の隙間測定ゲージ1を示す説明図である。隙間測定ゲージ1は、第1〜第6の6本のゲージ単体11〜16で構成されている。   FIG. 1 is an explanatory view showing a gap measuring gauge 1 of the present invention. The gap measuring gauge 1 is composed of first to sixth six single gauges 11 to 16.

図2に示すように、第1〜第6のゲージ単体11〜16は、前記接着剤注入孔104(図18参照)に挿入する軸部21と、該軸部21の端部に設けられていて前記コンクリート躯体101とモルタル層102の間の境界部に隙間103(図18参照)に挿入する肉厚Tの隙間挿入部22を備えている。   As shown in FIG. 2, the first to sixth gauge units 11 to 16 are provided at the shaft portion 21 to be inserted into the adhesive injection hole 104 (see FIG. 18) and the end portion of the shaft portion 21. In addition, a gap insertion portion 22 having a thickness T to be inserted into the gap 103 (see FIG. 18) is provided at a boundary portion between the concrete casing 101 and the mortar layer 102.

第1のゲージ単体2の隙間挿入部22の肉厚Tは0.1mm、第2のゲージ単体12の隙間挿入部22の肉厚Tは0.2mm、第3のゲージ単体13の隙間挿入部22の肉厚Tは0.3mm、第4のゲージ単体14の隙間挿入部22の肉厚Tは、0.4mm、第5のゲージ単体15の隙間挿入部22の肉厚Tは、0.5mm、第6のゲージ単体16の隙間挿入部22の肉厚Tは、0.6mmというように、第1〜第6のゲージ単体11〜16の隙間挿入部22の肉厚Tは、互いに0.1mmずつの差異を持たせて形成されている。   The thickness T of the gap insertion part 22 of the first gauge unit 2 is 0.1 mm, the thickness T of the gap insertion part 22 of the second gauge unit 12 is 0.2 mm, and the gap insertion part of the third gauge unit 13 The thickness T of the gap insertion portion 22 of the fourth gauge unit 14 is 0.4 mm, and the thickness T of the gap insertion portion 22 of the fifth gauge unit 15 is 0. The thickness T of the gap insertion portion 22 of the sixth gauge unit 16 is 5 mm, and the thickness T of the gap insertion portion 22 of the first to sixth gauge units 11 to 16 is 0 with respect to each other. It is formed with a difference of 1 mm.

前記軸部21の周面には、前記隙間挿入部22の前面22bからの距離を示すスケール目盛23が付されている。また、前記軸部21の他端部には把持部24が形成されている。   A scale graduation 23 indicating the distance from the front surface 22 b of the gap insertion portion 22 is attached to the peripheral surface of the shaft portion 21. Further, a grip portion 24 is formed at the other end portion of the shaft portion 21.

次に、第1〜第6のゲージ単体11〜16の製造方法の一例を説明する。図3に示すように、第1〜第6のゲージ単体11〜16の軸部21は、直径1.5mmの断面円形状のSUS304等の金属線で形成されている。   Next, an example of a method for manufacturing the first to sixth gauge units 11 to 16 will be described. As shown in FIG. 3, the shaft portion 21 of the first to sixth gauge units 11 to 16 is formed of a metal wire such as SUS304 having a circular cross section having a diameter of 1.5 mm.

図4に示すように、前記軸部21の一端部をプレスして0.1mm〜0.6mmのいずれかの肉厚Tの板状部22´を形成した後に、図5に示すように、前記板状部22´を略U字状或いは略直角に折り曲げることにより前記隙間挿入部22が形成される。   As shown in FIG. 4, after one end of the shaft portion 21 is pressed to form a plate-like portion 22 ′ having a thickness T of 0.1 mm to 0.6 mm, as shown in FIG. The gap insertion portion 22 is formed by bending the plate-like portion 22 ′ in a substantially U shape or substantially at a right angle.

前記隙間挿入部22の高さH1は、前記接着剤注入孔104に自由に出し入れできるように該接着剤注入孔104の直径よりも小に形成されている。また、前記隙間挿入部22の先端部22aは、前記軸部21の外周面21aから所定の高さH2突出していて、少なくとも前記突出している部分が前記隙間103に侵入するようになっている。   A height H1 of the gap insertion portion 22 is formed smaller than the diameter of the adhesive injection hole 104 so that it can be freely inserted into and removed from the adhesive injection hole 104. Further, the tip end portion 22 a of the gap insertion portion 22 protrudes from the outer peripheral surface 21 a of the shaft portion 21 by a predetermined height H 2, and at least the protruding portion enters the gap 103.

図6に示すように、前記把持部24は、前記軸部21の前記隙間挿入部22と反対側の端部をリング状に折り曲げて端部を溶接部25で軸部21に結合することにより形成されている。前記リング状の把持部24には前記隙間挿入部22の肉厚を表示するタグ26が取り付けられている。   As shown in FIG. 6, the grip portion 24 is formed by bending the end portion of the shaft portion 21 on the opposite side to the gap insertion portion 22 into a ring shape and coupling the end portion to the shaft portion 21 with a welded portion 25. Is formed. A tag 26 for displaying the thickness of the gap insertion portion 22 is attached to the ring-shaped grip portion 24.

図1に示すように、第1〜第6のゲージ単体11〜16は、各ゲージ単体11〜16が分離、逸散しないようにリング状の把持部24が結束リング27で束ねられていて、隙間測定ゲージ1としての一体性が図られている。   As shown in FIG. 1, the first to sixth gauge units 11 to 16 each have a ring-shaped grip portion 24 bundled with a binding ring 27 so that the gauge units 11 to 16 are not separated and dissipated. The unity as the gap measurement gauge 1 is achieved.

次に、前記隙間測定ゲージ1の使用方法の一例を説明する。第1〜第6のゲージ単体11〜16のいずれかのゲージ単体、例えば第6のゲージ単体16を選択して、図7に示すように、第6のゲージ単体16の隙間挿入部22の先端部22aを前記接着剤注入孔104の周面に押し当てながら挿入する。   Next, an example of how to use the gap measuring gauge 1 will be described. One of the first to sixth gauge units 11 to 16, for example, the sixth gauge unit 16 is selected, and as shown in FIG. 7, the tip of the gap insertion portion 22 of the sixth gauge unit 16 The portion 22 a is inserted while being pressed against the peripheral surface of the adhesive injection hole 104.

第6のゲージ単体16の隙間挿入部22の肉厚0.6mmよりも前記コンクリート躯体101とモルタル層102の間の隙間103が小さい場合には、該隙間103に前記第6のゲージ単体16の隙間挿入部22を侵入させることはできず、前記隙間103が0.6mm以下であることが判明する。   When the gap 103 between the concrete housing 101 and the mortar layer 102 is smaller than the thickness 0.6 mm of the gap insertion portion 22 of the sixth gauge unit 16, the sixth gauge unit 16 is inserted into the gap 103. It can be seen that the gap insertion portion 22 cannot enter, and the gap 103 is 0.6 mm or less.

そこで、次に、第5のゲージ単体15を選択して、前記と同様に、第5のゲージ単体15の隙間挿入部22の先端部22aを前記接着剤注入孔104の周面に押し当てながら挿入する。その結果、図8に示すように、第5のゲージ単体15の隙間挿入部22の先端部22aが前記隙間103に侵入すれば、該隙間103の厚さは、0.6mm以下、0.5mm以上であることが判明する。   Therefore, next, the fifth gauge unit 15 is selected, and the tip 22a of the gap insertion part 22 of the fifth gauge unit 15 is pressed against the peripheral surface of the adhesive injection hole 104 in the same manner as described above. insert. As a result, as shown in FIG. 8, if the tip 22a of the gap insertion portion 22 of the fifth gauge unit 15 enters the gap 103, the thickness of the gap 103 is 0.6 mm or less, 0.5 mm. It turns out that it is above.

前記隙間103の厚さが判明したら、前記接着剤注入孔104に注入するエポキシ樹脂等の接着剤105の適量を算出する。注入する接着剤105の適量は、前記隙間103の厚さ、該隙間103に侵入させる接着剤の面積、即ち接着面積、接着剤注入孔104の直径や深さ等を勘案して算出される。   When the thickness of the gap 103 is determined, an appropriate amount of the adhesive 105 such as an epoxy resin to be injected into the adhesive injection hole 104 is calculated. An appropriate amount of the adhesive 105 to be injected is calculated in consideration of the thickness of the gap 103, the area of the adhesive that enters the gap 103, that is, the adhesive area, the diameter and depth of the adhesive injection hole 104, and the like.

接着剤注入孔104の深さは、図9に示すように、隙間挿入部22の前面22bを前記接着剤注入孔104の底面104aに押し当てることにより前記スケール目盛23で計測される。   As shown in FIG. 9, the depth of the adhesive injection hole 104 is measured by the scale scale 23 by pressing the front surface 22 b of the gap insertion portion 22 against the bottom surface 104 a of the adhesive injection hole 104.

そして、算出された適量の接着剤105は、図10に示すように、樹脂注入器201のノズル202によって接着剤注入孔104の先端部に注入される。前記樹脂注入器201およびノズル202に、例えば特許第3585825号の樹脂注入器およびノズルを使用することにより、接着剤105は、所謂エアー溜りを発生させること無く、接着剤注入孔104に注入される。そして、図11に示すように、接着剤105は、コンクリート躯体101とモルタル層102の間の隙間103内に過不足なく注入される。   Then, the calculated appropriate amount of the adhesive 105 is injected into the tip of the adhesive injection hole 104 by the nozzle 202 of the resin injector 201 as shown in FIG. By using, for example, the resin injector and nozzle of Japanese Patent No. 3585825 for the resin injector 201 and the nozzle 202, the adhesive 105 is injected into the adhesive injection hole 104 without generating a so-called air reservoir. . And as shown in FIG. 11, the adhesive agent 105 is inject | poured into the clearance gap 103 between the concrete frame 101 and the mortar layer 102 without excess and deficiency.

接着剤105を注入したら、図12に示すように、接着剤注入孔104にアンカーボルト106を挿入し、コンクリート躯体101とモルタル層102を接着剤105およびアンカーボルト106で結合して外壁の剥落を防止する。107は、モルタル層102の外側に付けられたタイル層である。なお、図13に示すように、モルタル層102とタイル層107の間に隙間108が発生することもあり、この場合にも前記隙間108を測定するのに前記隙間測定ゲージ1が使用される。   After injecting the adhesive 105, as shown in FIG. 12, the anchor bolt 106 is inserted into the adhesive injection hole 104, and the concrete housing 101 and the mortar layer 102 are joined by the adhesive 105 and the anchor bolt 106, and the outer wall is peeled off. To prevent. Reference numeral 107 denotes a tile layer attached to the outside of the mortar layer 102. As shown in FIG. 13, a gap 108 may be generated between the mortar layer 102 and the tile layer 107. In this case, the gap measurement gauge 1 is used to measure the gap 108.

前記実施例においては、第1〜第6の6本のゲージ単体11〜16に断面円形状の金属線で形成した場合を示したが、図14,図15に示すように、所定の肉厚の金属板を打ち抜いて把持部24と軸部21を一体に形成し、該軸部21の先端を略U字状や略直角に折り曲げて隙間挿入部22を形成してもよい。この場合に、前記把持部24の表面に前記隙間挿入部22の肉厚の値を表示してもよい。23は前記隙間挿入部22の前面22bからの距離を示すスケール目盛、28は結束リング26を通すための孔である。   In the said Example, although the case where it formed in the 1st-6th single gauge 11-11 with the metal wire of circular cross section was shown, as shown to FIG. 14, FIG. 15, predetermined | prescribed thickness Alternatively, the gap 24 may be formed by punching the metal plate and integrally forming the grip portion 24 and the shaft portion 21 and bending the tip of the shaft portion 21 in a substantially U shape or substantially at a right angle. In this case, the thickness value of the gap insertion portion 22 may be displayed on the surface of the grip portion 24. Reference numeral 23 denotes a scale scale indicating the distance from the front surface 22 b of the gap insertion portion 22, and reference numeral 28 denotes a hole for passing the binding ring 26.

また、前記実施例においては、隙間測定ゲージ1を第1〜第6の6本のゲージ単体11〜16で構成した場合を示したが、隙間測定ゲージ1を構成するゲージ単体の本数は6本に限定されず、3本でも7本以上であっても良い。ゲージ単体の本数を増やせば増やすほど、前記隙間の大きさを正確に、且つ広範囲に測定することができる。また、前記軸部21の両端部に厚さの異なる隙間挿入部22を形成してもよい。   Moreover, in the said Example, although the case where the clearance measurement gauge 1 was comprised with the 1st-6th six gauge single-pieces 11-16 was shown, the number of the single gauges which comprise the clearance measurement gauge 1 is six. It is not limited to 3 or 7 or more. As the number of single gauges increases, the size of the gap can be measured accurately and over a wide range. Further, gap insertion portions 22 having different thicknesses may be formed at both end portions of the shaft portion 21.

隙間測定ゲージの斜視図。The perspective view of a clearance measurement gauge. ゲージ単体の斜視図。The perspective view of a gauge single-piece | unit. ゲージ単体の製造方法の一例を示す説明図。Explanatory drawing which shows an example of the manufacturing method of a gauge single-piece | unit. ゲージ単体の製造方法の一例を示す説明図。Explanatory drawing which shows an example of the manufacturing method of a gauge single-piece | unit. ゲージ単体の製造方法の一例を示す説明図。Explanatory drawing which shows an example of the manufacturing method of a gauge single-piece | unit. ゲージ単体の製造方法の一例を示す説明図。Explanatory drawing which shows an example of the manufacturing method of a gauge single-piece | unit. 隙間測定ゲージの使用方法を示す説明図。Explanatory drawing which shows the usage method of a clearance measurement gauge. 隙間測定ゲージの使用方法を示す説明図。Explanatory drawing which shows the usage method of a clearance measurement gauge. 隙間測定ゲージにより接着剤注入孔の深さを測定している状態を示す説明図。Explanatory drawing which shows the state which is measuring the depth of an adhesive injection hole with a clearance measurement gauge. 樹脂注入器により接着剤を接着剤注入孔に注入する前の状態を示す説明図。Explanatory drawing which shows the state before inject | pouring an adhesive agent into an adhesive agent injection hole with a resin injector. 樹脂注入器により接着剤を接着剤注入孔に注入した後の状態を示す説明図。Explanatory drawing which shows the state after inject | pouring an adhesive agent into an adhesive agent injection hole with a resin injector. 接着剤注入孔にアンカーボルトを挿入した後の状態を示す説明図。Explanatory drawing which shows the state after inserting an anchor bolt into an adhesive agent injection hole. 隙間測定ゲージの他の使用例を示す説明図。Explanatory drawing which shows the other usage example of a clearance measurement gauge. ゲージ単体の製造方法の他例を示す説明図。Explanatory drawing which shows the other example of the manufacturing method of a gauge single-piece | unit. ゲージ単体の他例を示す説明図。Explanatory drawing which shows the other example of a gauge single-piece | unit. コンクリート躯体とモルタル層の断面図。Sectional drawing of a concrete frame and a mortar layer. コンクリート躯体とモルタル層の間に隙間が発生した状態の断面図。Sectional drawing of the state which the clearance gap generate | occur | produced between the concrete frame and the mortar layer. 接着剤注入孔を設けた状態を示す断面図。Sectional drawing which shows the state which provided the adhesive agent injection hole. 接着剤注入孔に樹脂を注入した状態の断面図。Sectional drawing of the state which inject | poured resin to the adhesive agent injection hole. 樹脂を注入した接着剤注入孔にアンカーボルトを挿入した状態の断面図。Sectional drawing of the state which inserted the anchor bolt in the adhesive agent injection hole which inject | poured resin.

符号の説明Explanation of symbols

1…隙間測定ゲージ、11〜16…第1〜第6のゲージ単体、21…軸部、22…隙間挿入部、23…スケール目盛、24…把持部、25…溶接部、26…タグ、27…結束リング、101…コンクリート躯体、102…モルタル層、103…隙間、104…接着剤注入孔、105…接着剤(エポキシ樹脂)、106…アンカーボルト。   DESCRIPTION OF SYMBOLS 1 ... Gap measurement gauge, 11-16 ... 1st-6th single-piece | unit, 21 ... Shaft part, 22 ... Gap insertion part, 23 ... Scale graduation, 24 ... Gripping part, 25 ... Welding part, 26 ... Tag, 27 DESCRIPTION OF SYMBOLS Bundling ring 101 ... Concrete frame, 102 ... Mortar layer, 103 ... Gap, 104 ... Adhesive injection hole, 105 ... Adhesive (epoxy resin), 106 ... Anchor bolt.

Claims (6)

モルタル層を表面側から裏面側に貫通し、該モルタル層の裏面側とコンクリート躯体の間の隙間を横断して、コンクリート躯体に亘る接着剤注入孔を設け、該接着剤注入孔からエポキシ樹脂等の接着剤を前記隙間に注入してコンクリート躯体とモルタル層を接着する外壁の剥落防止工法等に使用して、前記隙間の厚さを計測する隙間測定ゲージであって、
前記測定ゲージは、前記孔に挿入する軸部の端部に前記隙間に挿入する隙間挿入部を設けた複数本のゲージ単体で構成され、これら各ゲージ単体は、前記隙間挿入部の肉厚に差異を持たせて形成されていることを特徴とする隙間測定ゲージ。
An adhesive injection hole is provided through the mortar layer from the front surface side to the back surface side, across the gap between the back surface side of the mortar layer and the concrete housing, and across the concrete housing. A gap measurement gauge that measures the thickness of the gap, using the outer wall peeling prevention method for injecting the adhesive into the gap and bonding the concrete frame and the mortar layer, etc.
The measurement gauge is composed of a plurality of single gauges provided with a gap insertion part to be inserted into the gap at an end of a shaft part to be inserted into the hole, and each of these gauges has a thickness corresponding to the thickness of the gap insertion part. A gap measuring gauge characterized by being formed with a difference.
前記各ゲージ単体の軸部は、断面円形状の金属線で形成されていて、前記隙間挿入部は、断面円形状の金属線の軸部の端部をプレスして所定の肉厚の板状部を形成した後に該部を略直角または略U字状に折り曲げることにより形成され、前記隙間挿入部の先端部は、前記軸部の外周面から所定の高さ突出していることを特徴とする請求項1に記載の隙間測定ゲージ。 The shaft portion of each gauge unit is formed of a metal wire having a circular cross section, and the gap insertion portion is a plate having a predetermined thickness by pressing the end of the shaft portion of the metal wire having a circular cross section. After the portion is formed, the portion is formed by bending the portion into a substantially right angle or substantially U shape, and the tip end portion of the gap insertion portion protrudes from the outer peripheral surface of the shaft portion by a predetermined height. The gap measurement gauge according to claim 1. 軸部の一端部に前記隙間挿入部を形成し、他端部に把持部を形成したことを特徴とする請求項1または請求項2に記載の隙間測定ゲージ。 The gap measuring gauge according to claim 1 or 2, wherein the gap insertion portion is formed at one end of the shaft portion, and a gripping portion is formed at the other end. 前記把持部は、前記軸部を構成する金属線の一端部をリング状に折り曲げることにより形成されていることを特徴とする請求項3に記載の隙間測定ゲージ。 The gap measuring gauge according to claim 3, wherein the grip portion is formed by bending one end of a metal wire constituting the shaft portion into a ring shape. 前記リング状の把持部に前記隙間挿入部の肉厚を表示するタグを取り付けたことを特徴とする請求項3または請求項4に記載の隙間測定ゲージ。 The gap measuring gauge according to claim 3 or 4, wherein a tag for displaying the thickness of the gap insertion portion is attached to the ring-shaped gripping portion. 前記各ゲージ単体のリング状の把持部を結束リングで束ねたことを特徴とする請求項3〜請求項5のいずれかに記載の隙間測定ゲージ。 The gap measuring gauge according to any one of claims 3 to 5, wherein a ring-shaped grip portion of each gauge unit is bundled with a binding ring.
JP2008104195A 2008-04-14 2008-04-14 Gap measuring gauge Pending JP2009257798A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010106639A (en) * 2008-10-31 2010-05-13 Fs Technical Corp Survey implement and anchor pinning method using the same
JP2011129436A (en) * 2009-12-18 2011-06-30 Chugoku Electric Power Co Inc:The Inspection jig and method of manufacturing the same
CN103267457A (en) * 2012-01-25 2013-08-28 富士重工业株式会社 Separation distance determination system and thickness gauge
KR101807767B1 (en) 2015-12-23 2017-12-13 한국항공우주산업 주식회사 Apparatus for measuring fastener holes

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010106639A (en) * 2008-10-31 2010-05-13 Fs Technical Corp Survey implement and anchor pinning method using the same
JP2011129436A (en) * 2009-12-18 2011-06-30 Chugoku Electric Power Co Inc:The Inspection jig and method of manufacturing the same
CN103267457A (en) * 2012-01-25 2013-08-28 富士重工业株式会社 Separation distance determination system and thickness gauge
KR101807767B1 (en) 2015-12-23 2017-12-13 한국항공우주산업 주식회사 Apparatus for measuring fastener holes

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