JP2008281415A - Measure for rebar gas pressure weld part - Google Patents

Measure for rebar gas pressure weld part Download PDF

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JP2008281415A
JP2008281415A JP2007125269A JP2007125269A JP2008281415A JP 2008281415 A JP2008281415 A JP 2008281415A JP 2007125269 A JP2007125269 A JP 2007125269A JP 2007125269 A JP2007125269 A JP 2007125269A JP 2008281415 A JP2008281415 A JP 2008281415A
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contact
scale
reinforcing bar
contact portion
measuring tool
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JP2008281415A5 (en
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Takeyoshi Yanagibashi
武吉 柳橋
Yoshihisa Watanabe
芳久 渡邉
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ROCKY ENGINEERING KK
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ROCKY ENGINEERING KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a measure for measuring the height of a swelling at a pressure weld part and a shift length of a pressure weld surface of a rebar made by gas pressure welding. <P>SOLUTION: The measure includes: a measure body 1 comprising a first rule part 11 provided with first and second scales 13 and 14, and a second rule part 12 with a first contact part 15 formed on its end so as to make contact with a trunk part 51 of the rebar 5; a first slide rule plate 2 provided with a third scale 21, mounted on the measure body mavably in its X-axis direction and in a turning direction centering on a fulcrum 22a, and mounted with a second slide rule plate 3 with a second contact part 23 formed thereon so as to make contact with the trunk part of the rebar; and a third slide rule part 4 provided with a fourth scale 41, mounted on the measure body mavably in its X-axis and Y-axis directions, and having a third contact part 42 formed on its end so as to make contact with the weld part of the rebar. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、ガス圧接された鉄筋の圧接部の、膨らみの軸方向長さ、膨らみの直径、圧接部の軸偏心量、圧接部の軸折れ曲がり角度、膨らみの高さ、圧接面のずれ量及び圧接部の割れの深さ・幅を測定するための測定具に関するものである。   The present invention relates to the axial length of the bulge, the bulge diameter, the axial eccentricity of the pressure weld, the axial bending angle of the pressure weld, the height of the bulge, the displacement of the pressure weld surface, The present invention relates to a measuring tool for measuring the depth and width of cracks in a pressure contact portion.

ガス圧接された鉄筋の圧接部の品質を評価するため、圧接部の膨らみの軸方向長さなどを測定するための測定具が提案されている(特許文献1,2参照)。 In order to evaluate the quality of the pressure-contact portion of the gas-welded reinforcing bar, a measuring tool for measuring the axial length of the bulge of the pressure-contact portion has been proposed (see Patent Documents 1 and 2).

従来の測定具によれば、膨らみの軸方向長さ、膨らみの直径および圧接部の軸偏心量は測定できるものの、膨らみの高さ、圧接面のずれ量及び圧接部の割れの深さ・幅は測定できない。 According to the conventional measuring tool, although the axial length of the bulge, the diameter of the bulge and the axial eccentricity of the pressure contact portion can be measured, the height of the bulge, the displacement amount of the pressure contact surface, and the depth and width of the crack of the pressure contact portion Cannot be measured.

特開昭63−167201号公報JP-A 63-167201 特開2000−71080号公報JP 2000-71080 A

本発明が解決しようとする課題は、ガス圧接された鉄筋の圧接部の、膨らみの軸方向長さ、膨らみの直径、圧接部の軸偏心量、圧接部の軸折れ曲がり角度、膨らみの高さ及び圧接面のずれ量を測定できる測定具を提供することである。 The problems to be solved by the present invention include the axial length of the bulge, the diameter of the bulge, the axial eccentricity of the pressure weld, the axial bending angle of the pressure weld, the height of the bulge, It is to provide a measuring tool capable of measuring the displacement amount of the pressure contact surface.

本発明の鉄筋ガス圧接部の測定具は、測定具本体と、第1スライド定規板と、第2スライド定規板と、第3スライド定規板とを有する。これに加えて、楔状測定具を備えることもできる。 The measuring tool of the reinforcing bar gas pressure contact portion of the present invention has a measuring tool body, a first slide ruler plate, a second slide ruler plate, and a third slide ruler plate. In addition, a wedge-shaped measuring tool can be provided.

測定具本体は、X軸方向に延在して第1目盛及び第2目盛が付された第1定規部と、X軸に直交するY軸方向に延在してその先端に鉄筋の胴部に当接する第1当接部が形成された第2定規部とを有する。 The measuring tool main body extends in the X-axis direction and has a first ruler portion provided with a first scale and a second scale, and extends in the Y-axis direction perpendicular to the X-axis and has a reinforcing bar at the tip. And a second ruler portion formed with a first abutting portion that abuts against the first ruler portion.

第1スライド定規板は、Y軸方向に延在して第3目盛が付され、測定具本体に対してX軸方向および支点を中心にした回転方向に移動可能に装着され、その先端に、当該第1スライド定規板に対しY軸方向に移動可能であって鉄筋の胴部に当接する第2当接部が形成された第2スライド定規板を有する。 The first slide ruler plate extends in the Y-axis direction and has a third scale, and is attached to the measuring tool body so as to be movable in the X-axis direction and the rotation direction around the fulcrum. It has a 2nd slide ruler board in which the 2nd contact part which can move to the direction of the Y-axis with respect to the 1st slide ruler board, and contacts the body part of a reinforcing bar was formed.

第3スライド定規板は、Y軸方向に延在して第4目盛が付され、測定具本体に対してX軸方向及びY軸方向に移動可能に装着され、その先端に鉄筋の圧接部に当接する第3当接部が形成されている。 The third slide ruler plate extends in the Y-axis direction and has a fourth scale, and is attached to the measuring instrument main body so as to be movable in the X-axis direction and the Y-axis direction. A third abutting portion that abuts is formed.

そして、第1目盛は、第1当接部を鉄筋の圧接部の一方端に当接させ、第2当接部を圧接部の他方端に当接させたときの膨らみの軸方向長さ(L)を示す。また、この第1目盛は、第1当接部の端部を鉄筋の圧接部の一方の頂点に当接させ、第2当接部の端部を圧接部の他方の頂点に当接させたときの膨らみの直径(D)を示す。   The first scale has an axial length of a bulge when the first contact portion is brought into contact with one end of the pressure contact portion of the reinforcing bar and the second contact portion is brought into contact with the other end of the pressure contact portion ( L). Moreover, this 1st scale made the end part of the 1st contact part contact one vertex of the press-contact part of a reinforcing bar, and made the end part of the 2nd contact part contact the other vertex of the press-contact part. The bulge diameter (D) is shown.

また、第2目盛は、第1当接部を一方の鉄筋の胴部に当接させ、第2当接部を他方の鉄筋の胴部に当接させたときの圧接部の軸折れ曲がり角度(α)を示す。   In addition, the second scale has a shaft bending angle of the pressure contact portion when the first contact portion is brought into contact with the body portion of one reinforcing bar and the second contact portion is brought into contact with the body portion of the other reinforcing bar ( α).

また、第3目盛は、第1当接部を一方の鉄筋の胴部に当接させ、第2当接部を他方の鉄筋の胴部に当接させたときの圧接部の軸偏心量(C)を示す。   Further, the third scale has a shaft eccentric amount (when the first contact portion is brought into contact with the body portion of one reinforcing bar and the second contact portion is brought into contact with the body portion of the other reinforcing bar ( C).

また、第4目盛は、第1当接部を一方の鉄筋の胴部に当接させ、第3当接部を圧接部の頂点に当接させたときの膨らみの高さ(H)を示す。 The fourth scale indicates the height (H) of the bulge when the first contact portion is brought into contact with the body portion of one of the reinforcing bars and the third contact portion is brought into contact with the apex of the press contact portion. .

圧接面のずれ量は、第1当接部を鉄筋の圧接部の一方端に当接させ、第2当接部を圧接部の他方端に当接させて第1目盛により膨らみの軸方向長さ(L)を測定するとともに、第3当接部の端部を圧接部の頂点に当接させたときの第1目盛を読み(L1)、膨らみの軸方向長さの半分(L/2)と第1目盛の読み(L1)との差を計算することにより測定することができる。 The amount of displacement of the pressure contact surface is determined by contacting the first contact portion with one end of the pressure contact portion of the reinforcing bar and bringing the second contact portion into contact with the other end of the pressure contact portion so that the axial length of the bulge by the first scale is increased. L (L) is measured, and the first scale when the end of the third contact part is brought into contact with the apex of the pressure contact part is read (L1), and half the axial length of the bulge (L / 2 ) And the first scale reading (L1).

本発明は、一つの測定具により、ガス圧接された鉄筋の圧接部の、膨らみの軸方向長さ、膨らみの直径、圧接部の軸偏心量、圧接部の軸折れ曲がり角度、膨らみの高さ及び圧接面のずれ量を測定することができる。   The present invention provides an axial length of a bulge, a bulge diameter, an axial eccentricity of a pressure contact portion, an axial bending angle of a pressure contact portion, a height of a bulge, The amount of displacement of the pressure contact surface can be measured.

以下、本発明の実施形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

最初に、本実施形態に係るガス圧接部の測定具(以下、単に測定具ともいう)を用いて測定できる測定項目について説明する。図1〜図5は鉄筋ガス圧接部の測定対象を示す正面図または断面図であり、図1は膨らみの軸方向長さ,膨らみの直径,膨らみの高さ、図2は圧接部の軸偏心量、図3は圧接部の軸折れ曲がり角度、図4は圧接面のずれ量、図5は割れ部の深さ及び幅を示す図である。   First, measurement items that can be measured using the measuring tool (hereinafter also simply referred to as a measuring tool) of the gas pressure contact portion according to the present embodiment will be described. 1 to 5 are front views or cross-sectional views showing objects to be measured at the reinforcing bar gas pressure contact portion, FIG. 1 is the axial length of the bulge, the diameter of the bulge, the height of the bulge, and FIG. 2 is the axial eccentricity of the pressure contact portion. 3 is a diagram showing the axial bending angle of the pressure contact portion, FIG. 4 is a diagram showing the displacement amount of the pressure contact surface, and FIG. 5 is a diagram showing the depth and width of the crack portion.

鉄筋のガス圧接法は、たとえば図1に示すように建築物等で用いられる補強用鉄筋5,5の先端を互いに突き合わせ、軸方向AXに圧縮力を加えながら接合部分を加熱して軟化させることで2本の鉄筋5,5を接合する方法である。接合された圧接部52にはそれぞれの鉄筋先端が軟化してできた、概ね球状をなす膨らみが形成される。この膨らみの形状を測定することで接合強度等が評価される。   In the gas pressure welding method for reinforcing bars, for example, as shown in FIG. 1, the ends of reinforcing reinforcing bars 5 and 5 used in a building or the like are brought into contact with each other, and the joining portion is heated and softened while applying a compressive force in the axial direction AX. In this method, the two reinforcing bars 5 and 5 are joined. The joined pressure contact portion 52 is formed with a generally spherical bulge formed by softening the tip of each reinforcing bar. The bonding strength and the like are evaluated by measuring the shape of the bulge.

測定項目には、膨らみの軸方向長さL、膨らみの直径D、膨らみの高さH、圧接部の軸偏心量C、圧接部の軸折れ曲がり角度α、圧接面のずれ量X及び圧接部の割れの深さd・幅Wがある。   The measurement items included the axial length L of the bulge, the diameter D of the bulge, the height H of the bulge, the amount of eccentricity C of the pressure contact portion, the axis bending angle α of the pressure contact portion, the displacement amount X of the pressure contact surface, and the pressure contact portion. There are crack depth d and width W.

図1に示すように、圧接部52の膨らみの軸方向の長さLとは、左右の鉄筋5,5の胴部51(鉄筋の円筒状の側面をいう。)と圧接部52の膨らみとの交点の軸方向AXの長さを言い、圧接部52の膨らみの直径Dとは、圧接部52の膨らみの、軸方向AXに直交する方向(以下、圧接部52の径方向RAとも言う。)における直径を言い、圧接部52の膨らみの高さHとは、左右何れか一方の鉄筋5の胴部51と圧接部52の膨らみの頂点53との、径方向RAの長さを言う。 As shown in FIG. 1, the axial length L of the bulge of the press contact portion 52 is the body portion 51 (referring to the cylindrical side surface of the rebar) of the left and right rebars 5 and 5 and the bulge of the press contact portion 52. The swell diameter D of the press contact portion 52 is a direction perpendicular to the axial direction AX of the swell of the press contact portion 52 (hereinafter also referred to as a radial direction RA of the press contact portion 52). The bulge height H of the pressure contact portion 52 is the length in the radial direction RA between the body portion 51 of the left or right reinforcing bar 5 and the bulge vertex 53 of the pressure contact portion 52.

また、圧接部52の軸偏心量Cとは、図2に示すように、左右の鉄筋5,5の軸54,54の、圧接部52における径方向RAの長さを言い、圧接部52の軸折れ曲がり角度αとは、図3に示すように、左右の鉄筋5,5の軸の圧接部52における鋭角側の角度を言う。 Further, as shown in FIG. 2, the axial eccentricity C of the pressure contact portion 52 means the length of the shafts 54, 54 of the left and right reinforcing bars 5, 5 in the radial direction RA in the pressure contact portion 52. As shown in FIG. 3, the axis bending angle α means an acute angle angle in the pressure contact portion 52 of the shaft of the left and right rebars 5 and 5.

また、圧接面のずれ量Xとは、左右の鉄筋5,5の実際の圧接面55と、膨らみの軸方向長さの中点56との、軸方向AXにおける長さを言う。つまり、目視にて実際の圧接面55を確認する一方で、図1に示した膨らみの軸方向長さの中点56を求め、これらの軸方向のずれ量を測定する。 Further, the displacement amount X of the pressure contact surface refers to the length in the axial direction AX between the actual pressure contact surface 55 of the left and right reinforcing bars 5 and 5 and the midpoint 56 of the axial length of the bulge. That is, while visually checking the actual pressure contact surface 55, the midpoint 56 of the axial length of the bulge shown in FIG. 1 is obtained, and the amount of deviation in these axial directions is measured.

また、圧接部52に生じた割れ部57の幅Wとは、図5に示すように割れ部57の延在方向に対する幅を言い、割れ部57の深さとは、同図に示すように圧接部52の表面58から軸54へ向かう深さを言う。 Further, the width W of the cracked portion 57 generated in the pressure contact portion 52 means the width in the extending direction of the cracked portion 57 as shown in FIG. 5, and the depth of the cracked portion 57 is the pressure welded as shown in FIG. The depth from the surface 58 of the part 52 toward the shaft 54 is said.

次に、こうした項目の測定を行うことができる本発明の測定具の実施形態を説明する。図6は本発明の実施形態に係る測定具の構成部品を示す正面図、図7Aは図6に示すA部の側面図、図7Bは当該部分の他の実施形態を示す側面図、図8Aは図6に示す楔状測定具を示す正面図、図8Bは背面図である。 Next, an embodiment of the measuring tool of the present invention capable of measuring such items will be described. FIG. 6 is a front view showing components of the measuring tool according to the embodiment of the present invention, FIG. 7A is a side view of part A shown in FIG. 6, FIG. 7B is a side view showing another embodiment of the part, and FIG. Is a front view showing the wedge-shaped measuring tool shown in FIG. 6, and FIG. 8B is a rear view.

本実施形態の測定具は接合した鉄筋のガス圧接部を建築現場などで簡単に測定・評価できるものであり、図6に示すように測定具本体1,第1スライド定規板2,第2スライド定規板3,第3スライド定規板4及び楔状測定具6から構成されている。 The measuring tool of this embodiment can easily measure and evaluate the gas pressure welded portion of the joined reinforcing bar at a construction site or the like. As shown in FIG. 6, the measuring tool body 1, the first slide ruler plate 2, the second slide It comprises a ruler plate 3, a third slide ruler plate 4, and a wedge-shaped measuring tool 6.

測定具本体1は、同図に示すX軸方向に延在する第1定規部11と、Y軸方向に延在する第2定規部12とが一体に形成された直角状に形成された、たとえば板厚が2mm程度のステンレス板からなるものであり、第1定規部11のX軸方向に沿って長孔16が形成されている。この長孔16は、図9Bの組立状態図に示すように、ボルト7a及びナット7bなどを用いて第1スライド定規板2と第2スライド定規板3とを装着し、またこれら第1スライド定規板2及び第2スライド定規板3をそれぞれ相対的にX軸方向に移動可能にするための孔である。 The measuring tool body 1 is formed in a right-angled shape in which a first ruler portion 11 extending in the X-axis direction and a second ruler portion 12 extending in the Y-axis direction shown in FIG. For example, it is made of a stainless steel plate having a thickness of about 2 mm, and a long hole 16 is formed along the X-axis direction of the first ruler portion 11. As shown in the assembly state diagram of FIG. 9B, the long holes 16 are mounted with the first slide ruler plate 2 and the second slide ruler plate 3 using bolts 7a and nuts 7b, and the first slide ruler. It is a hole for enabling the plate 2 and the second slide ruler plate 3 to move relative to each other in the X-axis direction.

また、第1定規部11の下端左側には、第2定規部12の右端(Y軸に平行とされている。)をゼロとする第1目盛13が付され、この第1目盛13はX軸方向に沿って1mm間隔で目盛られている。また、第1定規部11の右側には、中心線がY軸方向とされ、第1スライド定規板2に付された基準線24が指示する第2目盛14が付されている。 Further, on the left side of the lower end of the first ruler portion 11, a first scale 13 is attached with the right end (parallel to the Y axis) of the second ruler portion 12 being zero. It is graduated at intervals of 1 mm along the axial direction. Further, on the right side of the first ruler portion 11, a second scale 14 indicated by a reference line 24 attached to the first slide ruler plate 2 is attached with the center line in the Y-axis direction.

この第2目盛14は、図12に示すように、第1スライド定規板2を、ボルト7aの支点22aを中心にして回転させたときの、第1スライド定規板2のY軸とのなす角度αを示す目盛であり、たとえば2°間隔で両側に10°まで目盛られている。 As shown in FIG. 12, the second scale 14 is an angle formed with the Y axis of the first slide ruler plate 2 when the first slide ruler plate 2 is rotated around the fulcrum 22a of the bolt 7a. A scale indicating α, for example, scaled up to 10 ° on both sides at intervals of 2 °.

これに対して、第2定規部12の下端には、X軸に平行に加工された第1当接部15が形成され、上述した測定項目の測定時には、この第1当接部15が鉄筋5の胴部51に当接するように、たとえば図7Aに示すように千鳥状に折れ曲げたり、図7Bに示すようにL字状に折れ曲げたりした形状とされている。 On the other hand, a first contact portion 15 processed in parallel to the X axis is formed at the lower end of the second ruler portion 12, and the first contact portion 15 is a reinforcing bar when measuring the measurement items described above. For example, as shown in FIG. 7A, it is bent in a zigzag shape as shown in FIG. 7A, or it is bent in an L shape as shown in FIG. 7B.

第1スライド定規板2は、図1に示すようにY軸方向に延在する短冊状に形成された、たとえば板厚が1.5mm程度の真鍮板またはステンレス板からなるものであり、丸孔22およびY軸方向に沿う長孔23が形成されている。この長孔23は、図9に示すようにボルト7a及びナット7bなどを用いて測定具本体1に装着し、また測定具本体1に対して相対的にY軸方向に移動可能にするための孔である。また、丸孔22は、既述したように第1スライド定規板2を測定具本体1に対して回転方向に移動可能とさせるものであり、ボルト7aの軸がこの丸孔22の支点22aを中心に回転することにより、第1スライド定規板2の右端に付された基準線24が第2目盛14のαを指し示すことになる。 The first slide ruler plate 2 is formed in a strip shape extending in the Y-axis direction as shown in FIG. 1, for example, made of a brass plate or a stainless plate having a plate thickness of about 1.5 mm. 22 and a long hole 23 along the Y-axis direction are formed. As shown in FIG. 9, the long hole 23 is attached to the measuring tool main body 1 using bolts 7 a and nuts 7 b, etc., and is movable relative to the measuring tool main body 1 in the Y-axis direction. It is a hole. Further, as described above, the round hole 22 makes the first slide ruler plate 2 movable in the rotational direction with respect to the measuring tool main body 1, and the shaft of the bolt 7 a serves as a fulcrum 22 a of the round hole 22. By rotating to the center, the reference line 24 attached to the right end of the first slide ruler plate 2 points to α of the second scale 14.

第1スライド定規板2には、その先端に鉄筋5の胴部51に当接する第2当接部31が形成された第2スライド定規板3が、当該第1スライド定規板2に対してY軸方向に移動可能に装着されている。この第2当接部31も、第1当接部15と同様、X軸に平行に加工され、上述した測定項目の測定時には、この第2当接部31が鉄筋5の胴部51に当接するように、たとえば図7Aに示すように千鳥状に折れ曲げたり、図7Bに示すようにL字状に折れ曲げたりした形状とされている。 The first slide ruler plate 2 has a second slide ruler plate 3 having a second abutment portion 31 abutting against the body 51 of the reinforcing bar 5 at the tip thereof. It is mounted so as to be movable in the axial direction. Similarly to the first contact portion 15, the second contact portion 31 is also processed in parallel with the X axis, and the second contact portion 31 contacts the trunk portion 51 of the reinforcing bar 5 when measuring the measurement items described above. As shown in FIG. 7A, for example, it is bent in a zigzag shape as shown in FIG. 7A, or is bent in an L shape as shown in FIG. 7B.

なお、第2スライド定規板3が第1スライド定規板2に対し、Y軸方向にのみスライド可能なように、図9Dに示すように、第2スライド定規板3の側縁には第1スライド定規板2の側縁に接するフランジ部33が形成されている。 As shown in FIG. 9D, the first slide ruler plate 3 is slidable only in the Y-axis direction with respect to the first slide ruler plate 2, as shown in FIG. 9D. A flange portion 33 that contacts the side edge of the ruler plate 2 is formed.

また、測定具本体1、第1スライド定規板2および後述する第3スライド定規板4がX軸方向に沿って、それらの先端、すなわち第1当接部15、第2当接部31および第3当接部42が一直線上に並ぶように、測定具本体1には基準線17、第1スライド定規板2には基準線25、第3スライド定規板4には基準線44がそれぞれ付されている。なおこの場合、第2スライド定規板3の上端縁を第1スライド定規板2の第3目盛21のゼロに合わせる。 Further, the measuring tool main body 1, the first slide ruler plate 2, and the third slide ruler plate 4 to be described later are arranged along the X-axis direction, that is, at their tips, that is, the first contact portion 15, the second contact portion 31, and the first. The reference line 17 is attached to the measuring instrument body 1, the reference line 25 is attached to the first slide ruler plate 2, and the reference line 44 is attached to the third slide ruler plate 4 so that the three abutting portions 42 are aligned. ing. In this case, the upper end edge of the second slide ruler plate 3 is set to zero of the third scale 21 of the first slide ruler plate 2.

第1スライド定規板2の、Y軸に平行に形成された右端には、第3目盛21が付されている。この第3目盛21は、図9Aに示すように測定具本体1の第1当接部15と、第2スライド定規板3の第2当接部31とをX軸方向に沿って一直線にしたときに、第2スライド定規板3の上端縁をゼロとする目盛であって、Y軸方向に沿って上側及び下側へ1mm間隔で目盛られている。 A third scale 21 is attached to the right end of the first slide ruler plate 2 formed in parallel to the Y axis. As shown in FIG. 9A, the third scale 21 makes the first contact portion 15 of the measuring instrument main body 1 and the second contact portion 31 of the second slide ruler plate 3 straight along the X-axis direction. Sometimes, the scale is such that the upper edge of the second slide ruler plate 3 is zero, and is scaled at intervals of 1 mm upward and downward along the Y-axis direction.

第3スライド定規板4は、図6に示すようにY軸方向に延在する短冊状に形成された、たとえば板厚が1.5mm程度の真鍮板またはステンレス板からなるものであり、Y軸方向に沿って長孔43が形成されている。この長孔43は、図9Cに示すようにボルト7a及びナット7bなどを用いて測定具本体1に装着し、また測定具本体1に対して相対的にY軸方向に移動可能にするための孔である。 As shown in FIG. 6, the third slide ruler plate 4 is formed of a brass plate or a stainless steel plate having a thickness of about 1.5 mm, for example, formed in a strip shape extending in the Y-axis direction. A long hole 43 is formed along the direction. As shown in FIG. 9C, the long hole 43 is attached to the measuring tool main body 1 using a bolt 7a, a nut 7b, and the like, and is movable relative to the measuring tool main body 1 in the Y-axis direction. It is a hole.

また、第3スライド定規板4の、Y軸に平行に形成された左端には、第4目盛41が付されている。この第4目盛41は、測定具本体1の第1当接部15と、当該第3スライド定規板4の下端の第3当接部42とをX軸方向に一直線にしたときに、測定具本体1の第1定規部11の下端をゼロとする目盛であって、Y軸方向に沿って下側へ1mm間隔で目盛られている。 A fourth scale 41 is attached to the left end of the third slide ruler plate 4 formed in parallel to the Y axis. The fourth scale 41 is used when the first contact portion 15 of the measurement tool body 1 and the third contact portion 42 at the lower end of the third slide ruler plate 4 are aligned in the X-axis direction. It is a scale which makes the lower end of the 1st ruler part 11 of the main body 1 zero, Comprising: It is graduated at intervals of 1 mm along the Y-axis direction.

第3スライド定規板4の下端には、X軸に平行に加工された第3当接部42が形成され、上述した測定項目の測定時には、この第3当接部43が鉄筋5の圧接部52の頂点53に当接するように、たとえば板を切断したままの状態とされている。 A third abutting portion 42 processed in parallel to the X axis is formed at the lower end of the third slide ruler plate 4, and this third abutting portion 43 serves as a pressure contacting portion of the reinforcing bar 5 when measuring the measurement items described above. For example, the plate is kept cut so as to abut on the vertex 53 of 52.

楔状測定具6は、楔状に形成されたステンレス板からなるもので、図6に示すように、回転軸61によって測定具本体1に対して回転可能に装着され、測定時には同図に示す位置から時計回りに90°回転させて用いられる。この楔状測定具6の一方の主面には、図8Aに示すように、圧接部52の割れ部57の幅を測定するための第5目盛61が付される一方で、反対の主面には、図8Bに示すように、圧接部52の割れ部57の深さdを測定するための他の第5目盛62が付されている。すなわち、図8Aに示す幅の目盛61は、楔状測定具6の幅wと同じ値とされた目盛であり、図8Bに示す深さの目盛62は、楔状測定具6の先端からの長さとされた目盛である。 The wedge-shaped measuring tool 6 is made of a stainless steel plate formed in a wedge shape. As shown in FIG. 6, the wedge-shaped measuring tool 6 is rotatably mounted on the measuring tool body 1 by a rotating shaft 61, and from the position shown in FIG. Used by rotating 90 ° clockwise. As shown in FIG. 8A, a fifth scale 61 for measuring the width of the cracked portion 57 of the press contact portion 52 is attached to one main surface of the wedge-shaped measuring tool 6, while the opposite main surface is provided with the main surface. As shown in FIG. 8B, another fifth scale 62 for measuring the depth d of the cracked portion 57 of the press-contact portion 52 is attached. 8A is a scale having the same value as the width w of the wedge-shaped measuring tool 6, and the depth scale 62 shown in FIG. 8B is the length from the tip of the wedge-shaped measuring tool 6. It is a scale that was made.

なお、第1スライド定規板2と第3スライド定規板4を測定具本体1に対して装着するには、図9B、図9Cに示すように、ボルト7aとナット7bの間にスプリングワッシャ7cを挟んで装着することが好ましい。また、第2スライド定規板3を第1スライド定規板2に対して装着する場合も、図9Dに示すように、ボルト7aとナット7bの間にスプリングワッシャ7cを挟んで装着することが好ましい。 In order to attach the first slide ruler plate 2 and the third slide ruler plate 4 to the measuring instrument main body 1, as shown in FIGS. 9B and 9C, a spring washer 7c is provided between the bolt 7a and the nut 7b. It is preferable to put it on both sides. Further, when the second slide ruler plate 3 is attached to the first slide ruler plate 2, it is preferable to attach the spring washer 7c between the bolt 7a and the nut 7b as shown in FIG. 9D.

次に、本実施形態の測定具を用いて図1〜図5に示す各測定項目を測定する手順を説明する。 Next, a procedure for measuring each measurement item shown in FIGS. 1 to 5 using the measurement tool of the present embodiment will be described.

まず、膨らみの軸方向長さLを測定するには、図9Aに示すように、測定具本体1の第1当接部15を左側の鉄筋5の圧接部52の一方端52aに当接させ、ボルト7aを緩めながら第1スライド定規板2を長孔16に沿って移動させつつ、2つの基準線17,25を合わせる。そして、第2スライド定規板3の第2当接部31を右側の鉄筋5の圧接部52の他方端52bに当接させる。そして、このときの第1スライド定規板2の左端が示す第1目盛13の目盛を読み取る。同図の例では45mmとなるが、これが膨らみの軸方向長さLとなる。なお、第3スライド定規板4は使用しないので同図に示すように圧接部52と緩衝しない位置に退避させておく。 First, in order to measure the axial length L of the bulge, as shown in FIG. 9A, the first contact portion 15 of the measuring tool body 1 is brought into contact with one end 52a of the pressure contact portion 52 of the left reinforcing bar 5. The two reference lines 17 and 25 are aligned while moving the first slide ruler plate 2 along the long hole 16 while loosening the bolt 7a. Then, the second contact portion 31 of the second slide ruler plate 3 is brought into contact with the other end 52 b of the pressure contact portion 52 of the right reinforcing bar 5. And the scale of the 1st scale 13 which the left end of the 1st slide ruler board 2 at this time shows is read. In the example of the figure, it is 45 mm, but this is the axial length L of the bulge. Since the third slide ruler plate 4 is not used, the third slide ruler plate 4 is retracted to a position where it does not buffer with the press contact portion 52 as shown in FIG.

ここで仮に、左右の鉄筋5,5の軸54,54が偏心していると、図11に示すように第2スライド定規板3が第1スライド定規板2に対してY軸方向に移動することになるので、同時に第1スライド定規板2の第3目盛21を読み取れば、それが圧接部の軸偏心量Cとなる。図11に示す例では5mmとなる。 Here, if the shafts 54 and 54 of the left and right rebars 5 and 5 are eccentric, the second slide ruler plate 3 moves in the Y-axis direction with respect to the first slide ruler plate 2 as shown in FIG. Therefore, if the third scale 21 of the first slide ruler plate 2 is read at the same time, it becomes the axial eccentricity C of the press contact portion. In the example shown in FIG.

膨らみの直径Dを測定するには、図10に示すように測定具本体1の第1当接部15の右側端部を左側の鉄筋5の圧接部52の頂点53に当接させ、ボルト7aを緩めながら第1スライド定規板2を長孔16に沿って移動させつつ、第2スライド定規板3の第2当接部31の左側端部を圧接部52の頂点53に当接させる。そして、このときの第1スライド定規板2の左端が示す第1目盛13の目盛を読み取る。同図の例では45mmとなるが、これが膨らみの直径Dとなる。なお、第3スライド定規板4は使用しないので同図に示すように圧接部52と緩衝しない位置に退避させておく。 In order to measure the diameter D of the bulge, as shown in FIG. 10, the right end portion of the first contact portion 15 of the measuring tool body 1 is brought into contact with the apex 53 of the pressure contact portion 52 of the left reinforcing bar 5, and the bolt 7a. While moving the first slide ruler plate 2 along the long hole 16, the left end of the second contact portion 31 of the second slide ruler plate 3 is brought into contact with the apex 53 of the pressure contact portion 52. And the scale of the 1st scale 13 which the left end of the 1st slide ruler board 2 at this time shows is read. In the example of the figure, it is 45 mm, but this is the diameter D of the bulge. Since the third slide ruler plate 4 is not used, the third slide ruler plate 4 is retracted to a position where it does not buffer with the press contact portion 52 as shown in FIG.

圧接部52の軸折れ曲がり角度αを測定するには、図12に示すように測定具本体1の第1当接部15を左側の鉄筋5の胴部51に当接させる一方で、ボルト7aを緩めながら第1スライド定規板2を長孔16に沿って移動させる。そして、支点22aを中心に第1スライド定規板2を回転させ、第2スライド定規板3の第2当接部31を右側の鉄筋5の胴部51に当接させる。なおこのとき、圧接部52の膨らみは関係ないので、測定具本体1の第1当接部15や第2スライド定規板3の第2当接部31は、左右それぞれの鉄筋5の胴部51に当接させればよい。 In order to measure the axial bending angle α of the pressure contact portion 52, the first abutting portion 15 of the measuring tool main body 1 is brought into contact with the trunk portion 51 of the left reinforcing bar 5 as shown in FIG. The first slide ruler plate 2 is moved along the long hole 16 while being loosened. Then, the first slide ruler plate 2 is rotated around the fulcrum 22a, and the second contact portion 31 of the second slide ruler plate 3 is brought into contact with the body portion 51 of the right reinforcing bar 5. At this time, since the bulge of the pressure contact portion 52 is irrelevant, the first contact portion 15 of the measuring tool main body 1 and the second contact portion 31 of the second slide ruler plate 3 are the body portions 51 of the left and right reinforcing bars 5, respectively. What is necessary is just to contact | abut.

そして、このときの第1スライド定規板2の基準線24が示す第2目盛14の目盛を読み取る。同図の例では4°となるが、これが圧接部の軸折れ曲がり角度αとなる。なお、第3スライド定規板4は使用しないので同図に示すように圧接部52と緩衝しない位置に退避させておく。 And the scale of the 2nd scale 14 which the reference line 24 of the 1st slide ruler board 2 at this time shows is read. In the example of the figure, it is 4 °, but this is the axial bending angle α of the press contact portion. Since the third slide ruler plate 4 is not used, the third slide ruler plate 4 is retracted to a position where it does not buffer with the press contact portion 52 as shown in FIG.

膨らみの高さHを測定するには、図13に示すように測定具本体1の第1当接部15を左側の鉄筋5の胴部51に当接させ、ボルト7aを緩めながら第1スライド定規板2を長孔16に沿って移動させつつ、第2スライド定規板3の第2当接部31を右側の鉄筋5の胴部51に当接させたのち、第3スライド定規板4のボルト7aを緩めながら当該第3スライド定規板4を長孔43に沿ってY軸方向に移動させつつ第3当接部42を圧接部52の頂点53に当接させる。 To measure the height H of the bulge, as shown in FIG. 13, the first abutting portion 15 of the measuring instrument main body 1 is brought into contact with the trunk portion 51 of the left reinforcing bar 5 and the first slide is loosened while loosening the bolt 7a. While the ruler plate 2 is moved along the long hole 16, the second abutting portion 31 of the second slide ruler plate 3 is brought into contact with the trunk portion 51 of the right reinforcing bar 5, and then the third slide ruler plate 4 is moved. The third abutting portion 42 is brought into contact with the apex 53 of the press contact portion 52 while the third slide ruler plate 4 is moved in the Y-axis direction along the long hole 43 while loosening the bolt 7a.

そして、このときの測定具本体1の第1定規部11の下端が示す第4目盛41の目盛を読み取る。同図の例では16mmとなるが、これが膨らみの高さHとなる。 And the scale of the 4th scale 41 which the lower end of the 1st ruler part 11 of the measuring tool main body 1 at this time shows is read. In the example of the figure, it is 16 mm, but this is the height H of the bulge.

圧接面のずれ量Xを測定するには、図14に示すように、図9Aにて説明した膨らみの軸方向長さLを測定する場合と同様、まず測定具本体1の第1当接部15を左側の鉄筋5の圧接部52の一方端52aに当接させ、第2スライド定規板3の第2当接部31を右側の鉄筋5の圧接部52の他方端52bに当接させる。 In order to measure the displacement amount X of the pressure contact surface, as shown in FIG. 14, first, as in the case of measuring the axial length L of the bulge described with reference to FIG. 15 is brought into contact with one end 52 a of the pressure contact portion 52 of the left reinforcing bar 5, and the second contact portion 31 of the second slide ruler plate 3 is brought into contact with the other end 52 b of the pressure contact portion 52 of the right reinforcing bar 5.

そして、このときの第1スライド定規板2の左端が示す第1目盛13を読み取って膨らみの軸方向長さLを測定する。 And the 1st scale 13 which the left end of the 1st slide ruler board 2 at this time reads is read, and the axial direction length L of a bulge is measured.

この状態で、第3スライド定規板4のボルト7aを緩めながら当該第3スライド定規板4を長孔43に沿ってY軸方向に移動させつつ第3当接部42の左端を、目視により観察された圧接面55に当接させる。そして、このときの第3スライド定規板4の左端が示す第1目盛13を読み取る。 In this state, the left end of the third contact portion 42 is visually observed while the third slide ruler plate 4 is moved along the long hole 43 in the Y-axis direction while loosening the bolt 7a of the third slide ruler plate 4. The pressed pressure contact surface 55 is brought into contact. And the 1st scale 13 which the left end of the 3rd slide ruler board 4 at this time shows is read.

第1スライド定規板2の左端が示す第1目盛13の読みがL、第4スライド定規板4の左端が示す第1目盛の読みがL1であるとき、圧接面のずれ量Xは、X=L/2−L1の絶対値として求められる。たとえば、図14に示す例では、L=51mm、L1=26mmであるから、X=0.5mmとなる。 When the reading of the first scale 13 indicated by the left end of the first slide ruler plate 2 is L and the reading of the first scale indicated by the left end of the fourth slide ruler plate 4 is L1, the displacement amount X of the press contact surface is X = It is obtained as an absolute value of L / 2−L1. For example, in the example shown in FIG. 14, since L = 51 mm and L1 = 26 mm, X = 0.5 mm.

ここで、圧接面55が目視で観察できない場合には、下記のような評価をすることもできる。すなわち、測定具本体1と第1スライド定規板2とを用いて圧接部の軸方向長さLを測定する手順は同じであるが、第3スライド定規板4の左端を圧接面55に当接させることに代えて膨らみの頂点53に当接させる。そして、そのときの第3スライド定規板4の左端が示す第1目盛13を読み取り、これをL1として、圧接面のずれ量X=L/2−L1を求める。 Here, when the press contact surface 55 cannot be visually observed, the following evaluation can be performed. That is, the procedure for measuring the axial length L of the press contact portion using the measuring tool body 1 and the first slide ruler plate 2 is the same, but the left end of the third slide ruler plate 4 is brought into contact with the press contact surface 55. It is made to contact | abut to the vertex 53 of a bulge instead of making it. And the 1st scale 13 which the left end of the 3rd slide ruler board 4 at that time shows is read, this is made into L1, and displacement amount X = L / 2-L1 of a press-contact surface is calculated.

一方、圧接部52に割れ部57が生じているときは、割れ部57の深さdや幅Wを測定する。割れ部57の幅Wを測定するには、図15に示すように楔状測定具6の先端を、割れ部57の幅方向と平行になる方向で割れ部57に挿入し、割れ部57の表面が示す図8Aの第5目盛61を読み取る。読み取った数値が割れ部の幅Wとなる。 On the other hand, when the crack part 57 has arisen in the press-contact part 52, the depth d and the width W of the crack part 57 are measured. In order to measure the width W of the cracked portion 57, the tip of the wedge-shaped measuring tool 6 is inserted into the cracked portion 57 in a direction parallel to the width direction of the cracked portion 57 as shown in FIG. 8A is read. The read numerical value is the width W of the cracked portion.

また、割れ部57の深さdを測定するには、楔状測定具6の先端を、割れ部57の長手方向と平行になる方向で割れ部57に挿入し、割れ部57の表面が示す図8Bの第5目盛62を同図に示す白抜き矢印方向から読み取る。読み取った数値が割れ部の深さdとなる。 Further, in order to measure the depth d of the cracked portion 57, the tip of the wedge-shaped measuring tool 6 is inserted into the cracked portion 57 in a direction parallel to the longitudinal direction of the cracked portion 57, and the surface of the cracked portion 57 is shown. The fifth scale 62 of 8B is read from the direction of the white arrow shown in FIG. The read numerical value is the depth d of the cracked portion.

以上のとおり、本実施形態の測定具によれば、一つの測定具によって、ガス圧接された鉄筋の圧接部の、膨らみの軸方向長さL、膨らみの直径D、圧接部の軸偏心量C、圧接部の軸折れ曲がり角度α、膨らみの高さH及び圧接面のずれ量X、並びに割れ部の幅W及び深さdを測定することができる。 As described above, according to the measuring tool of the present embodiment, the axial length L of the bulge, the diameter D of the bulge, and the axial eccentricity C of the press-contacting part of the pressure-welded part of the gas-welded rebar are measured by one measuring tool. The axial bending angle α, the bulge height H, the displacement amount X of the pressure contact surface, and the width W and depth d of the cracked portion can be measured.

なお、以上説明した実施形態は、本発明の理解を容易にするために記載されたものであって、本発明を限定するために記載されたものではない。したがって、上記の実施形態に開示された各要素は、本発明の技術的範囲に属する全ての設計変更や均等物をも含む趣旨である。   The embodiment described above is described for facilitating the understanding of the present invention, and is not described for limiting the present invention. Therefore, each element disclosed in the above embodiment is intended to include all design changes and equivalents belonging to the technical scope of the present invention.

鉄筋ガス圧接部の測定項目(膨らみの軸方向長さ,膨らみの直径,膨らみの高さ)を示す正面図である。It is a front view which shows the measurement item (The axial direction length of a bulge, the diameter of a bulge, the height of a bulge) of a rebar gas press-contact part. 鉄筋ガス圧接部の測定項目(圧接部の軸偏心量)を示す正面図である。It is a front view which shows the measurement item (Axis eccentricity amount of a press-contact part) of a rebar gas press-contact part. 鉄筋ガス圧接部の測定項目(圧接部の軸折れ曲がり角度)を示す正面図である。It is a front view which shows the measurement item (Axial bending angle of a press-contact part) of a rebar gas press-contact part. 鉄筋ガス圧接部の測定項目(圧接面のずれ量)を示す正面図である。It is a front view which shows the measurement item (deviation amount of a press-contact surface) of a rebar gas press-contact part. 鉄筋ガス圧接部の測定項目(割れ部の深さ及び幅)を示す断面図である。It is sectional drawing which shows the measurement item (depth and width | variety of a crack part) of a reinforcing bar gas pressure contact part. 本発明の実施形態に係る測定具の構成部品を示す正面図である。It is a front view which shows the component of the measuring tool which concerns on embodiment of this invention. 図6に示すA部の側面図である。It is a side view of the A section shown in FIG. 図6に示すA部の他の実施形態を示す側面図である。It is a side view which shows other embodiment of the A section shown in FIG. 図6に示す楔状測定具を示す正面図である。It is a front view which shows the wedge-shaped measuring tool shown in FIG. 図6に示す楔状測定具を示すは背面図である。FIG. 7 is a rear view showing the wedge-shaped measuring tool shown in FIG. 6. 本発明の実施形態に係る測定具を用いて鉄筋ガス圧接部を測定する状態(膨らみの軸方向長さ)を示す正面図である。It is a front view which shows the state (the axial direction length of a bulge) which measures a rebar gas press-contact part using the measuring tool which concerns on embodiment of this invention. 図9AのB−B線に沿う断面図である。It is sectional drawing which follows the BB line of FIG. 9A. 図9AのC−C線に沿う断面図である。It is sectional drawing which follows the CC line of FIG. 9A. 図9AのD−D線に沿う断面図である。It is sectional drawing which follows the DD line | wire of FIG. 9A. 本発明の実施形態に係る測定具を用いて鉄筋ガス圧接部を測定する状態(膨らみの直径)を示す正面図である。It is a front view which shows the state (diameter of a bulge) which measures a rebar gas press-contact part using the measuring tool which concerns on embodiment of this invention. 本発明の実施形態に係る測定具を用いて鉄筋ガス圧接部を測定する状態(圧接部の軸偏心量)を示す正面図である。It is a front view which shows the state (Axis eccentricity of a press-contact part) which measures a reinforcing bar gas press-contact part using the measuring tool which concerns on embodiment of this invention. 本発明の実施形態に係る測定具を用いて鉄筋ガス圧接部を測定する状態(圧接部の軸折れ曲がり角度)を示す正面図である。It is a front view which shows the state (Axial bending angle of a press-contact part) which measures a rebar gas press-contact part using the measuring tool which concerns on embodiment of this invention. 本発明の実施形態に係る測定具を用いて鉄筋ガス圧接部を測定する状態(膨らみの高さ)を示す正面図である。It is a front view which shows the state (height of bulge) which measures a reinforcing bar gas pressure contact part using the measuring tool which concerns on embodiment of this invention. 本発明の実施形態に係る測定具を用いて鉄筋ガス圧接部を測定する状態(圧接面のずれ量)を示す正面図である。It is a front view which shows the state (deviation amount of a press-contact surface) which measures a reinforcing bar gas press-contact part using the measuring tool which concerns on embodiment of this invention. 本発明の実施形態に係る楔状測定具を用いて鉄筋ガス圧接部を測定する状態(割れ部の幅)を示す正面図である。It is a front view which shows the state (width | variety of a crack part) which measures a rebar gas press-contact part using the wedge-shaped measuring tool which concerns on embodiment of this invention. 本発明の実施形態に係る楔状測定具を用いて鉄筋ガス圧接部を測定する状態(割れ部の深さ)を示す正面図である。It is a front view which shows the state (depth of a crack part) which measures a reinforcing bar gas pressure contact part using the wedge-shaped measuring tool which concerns on embodiment of this invention.

符号の説明Explanation of symbols

1…測定具本体
2…第1スライド定規板
3…第2スライド定規板
4…第3スライド定規板
6…楔状測定具
DESCRIPTION OF SYMBOLS 1 ... Measuring tool main body 2 ... 1st slide ruler board 3 ... 2nd slide ruler board 4 ... 3rd slide ruler board 6 ... Wedge-shaped measuring tool

Claims (2)

X軸方向に延在して第1目盛(13)及び第2目盛(14)が付された第1定規部(11)と、X軸に直交するY軸方向に延在してその先端に鉄筋(5)の胴部(51)に当接する第1当接部(15)が形成された第2定規部(12)とを有する測定具本体(1)と、
Y軸方向に延在して第3目盛(21)が付され、前記測定具本体(1)に対してX軸方向及び支点(22a)を中心にした回転方向に移動可能に装着された第1スライド定規板(2)と、
前記第1スライド定規板(2)に対してY軸方向に移動可能に装着され、その先端に鉄筋(5)の胴部(51)に当接する第2当接部(31)が形成された第2スライド定規板(3)と、
Y軸方向に延在して第4目盛(41)が付され、前記測定具本体(1)に対してX軸方向及びY軸方向に移動可能に装着され、その先端に鉄筋(5)の圧接部(52)に当接する第3当接部(42)が形成された第3スライド定規板(4)とを備え、
前記第1目盛(13)は、前記第1当接部(15)を鉄筋(5)の圧接部(52)の一方端(52a)に当接させ、前記第2当接部(31)を前記圧接部(52)の他方端(52b)に当接させたときの膨らみの軸方向長さ(L) を示すとともに、前記第1当接部(15)の端部を鉄筋(5)の圧接部(52)の一方の頂点(53)に当接させ、前記第2当接部(31)の端部を前記圧接部(52)の他方の頂点(53)に当接させたときの膨らみの直径(D)を示し、
前記第2目盛(14)は、前記第1当接部(15)を一方の鉄筋(5)の胴部(51)に当接させ、前記第2当接部(31)を他方の鉄筋(5)の胴部(51)に当接させたときの圧接部の軸折れ曲がり角度(α)を示し、
前記第3目盛(21)は、前記第1当接部(15)を一方の鉄筋(5)の胴部(51)に当接させ、前記第2当接部(31)を他方の鉄筋(5)の胴部(51)に当接させたときの圧接部の軸偏心量(C)を示し、
前記第4目盛(41)は、前記第1当接部(15)を一方の鉄筋(5)の胴部(51)に当接させ、前記第3当接部(42)を前記圧接部の頂点(53)に当接させたときの膨らみの高さ(H)を示すことを特徴とする鉄筋ガス圧接部の測定具。
A first ruler portion (11) extending in the X-axis direction and provided with a first scale (13) and a second scale (14), and extending in the Y-axis direction perpendicular to the X-axis and at its tip A measuring tool main body (1) having a second ruler portion (12) formed with a first abutting portion (15) abutting on the body portion (51) of the reinforcing bar (5);
A third scale (21) is provided extending in the Y-axis direction, and is attached to the measuring instrument body (1) so as to be movable in the X-axis direction and the rotation direction about the fulcrum (22a). 1 slide ruler plate (2),
A second abutting portion (31) that is attached to the first slide ruler plate (2) so as to be movable in the Y-axis direction and that abuts on the body (51) of the reinforcing bar (5) is formed at the tip thereof. The second slide ruler plate (3),
A fourth scale (41) is attached to extend in the Y-axis direction, and is attached to the measuring instrument body (1) so as to be movable in the X-axis direction and the Y-axis direction. A third slide ruler plate (4) formed with a third contact portion (42) that contacts the pressure contact portion (52);
The first scale (13) causes the first contact portion (15) to contact one end (52a) of the pressure contact portion (52) of the reinforcing bar (5), and the second contact portion (31) The axial length (L) of the bulge when brought into contact with the other end (52b) of the pressure contact part (52) is shown, and the end of the first contact part (15) is connected to the reinforcing bar (5). Abutting against one apex (53) of the press contact part (52), and an end of the second abutting part (31) contacting with the other apex (53) of the press contact part (52) Shows the diameter (D) of the bulge,
The second scale (14) causes the first abutting portion (15) to abut on the body (51) of one reinforcing bar (5) and the second abutting portion (31) to the other reinforcing bar (51). 5) shows the axial bending angle (α) of the press contact part when it is brought into contact with the body part (51) of
The third scale (21) causes the first abutting portion (15) to abut on the trunk portion (51) of one reinforcing bar (5), and the second abutting portion (31) to the other reinforcing bar (51). 5) shows the amount of axial eccentricity (C) of the press contact part when it is brought into contact with the body part (51) of
The fourth scale (41) makes the first contact portion (15) contact the body portion (51) of one of the reinforcing bars (5), and the third contact portion (42) of the pressure contact portion. A measuring tool for a reinforcing bar gas pressure contact portion, which indicates a height (H) of a bulge when it is brought into contact with a vertex (53).
前記測定具本体に、第5目盛(61,62)が付された楔状測定具(6)が設けられ、前記第5目盛は、前記楔状測定具の先端を圧接部(52)の割れ部(57)に挿入したときの割れ部の深さ(d)又は幅(W)を示すことを特徴とする請求項1記載の鉄筋ガス圧接部の測定具。 The measuring tool body is provided with a wedge-shaped measuring tool (6) provided with a fifth scale (61, 62), and the fifth scale has a cracked portion (52) of the pressure-contact portion (52) at the tip of the wedge-shaped measuring tool. 57. The measuring tool for a reinforcing bar gas pressure welding portion according to claim 1, wherein the depth (d) or the width (W) of the cracked portion when inserted in (57) is indicated.
JP2007125269A 2007-05-10 2007-05-10 Measure for rebar gas pressure weld part Pending JP2008281415A (en)

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JP2013242286A (en) * 2012-05-22 2013-12-05 Yoshiike Kaken Kiki Kk Railroad wheel measurement caliper
CN103624383A (en) * 2013-12-10 2014-03-12 北京隆盛泰科石油管科技有限公司 Welding seam weld reinforcement control device for welding steel pipe
JP6033978B1 (en) * 2016-05-06 2016-11-30 関東圧接業協同組合 Reinforcing bar gas pressure gauge
KR101842115B1 (en) 2011-10-06 2018-03-26 세메스 주식회사 Teaching tool for aligning robot of substrate processing apparatus
KR102091857B1 (en) * 2019-11-14 2020-05-26 인프라안전 주식회사 Crack measure apparatus for safety check for construction
CN114043071A (en) * 2021-11-25 2022-02-15 河南大学 Adjustable calibration formula electroslag pressure welding apparatus

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KR101842115B1 (en) 2011-10-06 2018-03-26 세메스 주식회사 Teaching tool for aligning robot of substrate processing apparatus
JP2013242286A (en) * 2012-05-22 2013-12-05 Yoshiike Kaken Kiki Kk Railroad wheel measurement caliper
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