JP2022069943A - Shear strength measurement tool - Google Patents

Shear strength measurement tool Download PDF

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JP2022069943A
JP2022069943A JP2020178908A JP2020178908A JP2022069943A JP 2022069943 A JP2022069943 A JP 2022069943A JP 2020178908 A JP2020178908 A JP 2020178908A JP 2020178908 A JP2020178908 A JP 2020178908A JP 2022069943 A JP2022069943 A JP 2022069943A
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shear strength
measuring
jig
shaft
main body
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雅明 森山
Masaaki Moriyama
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MEEKUSU KK
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MEEKUSU KK
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Abstract

To provide a shear strength measurement tool capable of preventing a bend of a horizontal reinforcement of a joint reinforcement obtained by joining a vertical reinforcement with the horizontal reinforcement in measuring shear strength and aligning a shaft with a central axis of the vertical reinforcement.SOLUTION: A shear strength measurement tool to be attached to a shear strength measurement machine for measuring shear strength of a joint of a joint reinforcement 50 obtained by joining a vertical reinforcement with a horizontal reinforcement 52, includes a main body 11 including a holding part that holds the joint reinforcement 50, a shaft 13 for attaching the main body 11 to the shear strength measurement machine, and a support member 17 that supports the horizontal reinforcement 52 held by the holding part from above in a longitudinal direction. The shaft 13 can be adjusted in position so that a central axis of the vertical reinforcement can be aligned with a central axis of the shaft 13.SELECTED DRAWING: Figure 1

Description

本発明は、せん断強度測定用治具に関し、さらに詳しくは、正確なせん断強度の測定を可能とするせん断強度測定用治具に関する。 The present invention relates to a jig for measuring shear strength, and more particularly to a jig for measuring shear strength that enables accurate measurement of shear strength.

溶接によって接合された鉄筋の接合部のせん断強度を測定するためにせん断強度測定機、例えば、特許文献1に開示された「せん断測定機」のような測定機器を用いてせん断強度が測定される。そして、せん断強度試験を行う場合の試験用の鉄筋としては、一般に縦筋と横筋を十字状に直交させ、その交差部分を溶接によって接合した接合鉄筋が用いられる。 Shear strength is measured using a shear strength measuring machine, for example, a measuring device such as the "shear measuring machine" disclosed in Patent Document 1, in order to measure the shear strength of the joint portion of the reinforcing bar joined by welding. .. As the reinforcing bar for the test in the case of performing the shear strength test, a joined reinforcing bar in which the vertical reinforcing bar and the horizontal reinforcing bar are generally orthogonal to each other in a cross shape and the intersecting portions thereof are joined by welding is used.

特許文献1に示された「せん断測定機」は、図7に示すように、縦筋51と横筋52を溶接して接合した試験片(接合鉄筋)50の横筋52をせん断測定装置(図示せず)に試験片固定具100を介して取り付け、縦筋51をせん断測定装置に設けた引張手段(図示せず)によって下方に引っ張ることによって、溶接部分のせん断強さを測定するものであり、試験片固定具100は、本体101と、本体101に設けられたせん断測定装置に着脱自在に固定されるシャフト103と、横筋52を載置する断面形状が略V字型の載置部105を備えて構成されている。 As shown in FIG. 7, the "shear measuring machine" shown in Patent Document 1 is a shear measuring device (shown) for a horizontal bar 52 of a test piece (joined reinforcing bar) 50 formed by welding and joining a vertical bar 51 and a horizontal bar 52. The shear strength of the welded portion is measured by attaching the vertical bar 51 to the test piece fixer 100 via a test piece fixing tool 100 and pulling the vertical bar 51 downward by a tensile means (not shown) provided in the shear measuring device. The test piece fixture 100 includes a main body 101, a shaft 103 that is detachably fixed to a shear measuring device provided on the main body 101, and a mounting portion 105 having a substantially V-shaped cross section on which the horizontal bar 52 is mounted. It is configured in preparation.

特許第4622923号公報Japanese Patent No. 4622923

しかしながら、特許文献1に示すような試験片固定具100の場合、せん断測定装置によって縦筋51を下方側に向かって荷重を加えた場合に接合部55(図5(a)~(c)参照)が下方に引き込まれ、横筋52の接合部55の両側が上方に向かうようにして折り曲げられた状態となってしまう場合があった。横筋52が折り曲げられてしまうと正確なせん断強度を測定することができないという問題があった。 However, in the case of the test piece fixative 100 as shown in Patent Document 1, the joint portion 55 (see FIGS. 5A to 5C) when the vertical bar 51 is loaded downward by the shear measuring device. ) Was pulled downward, and there was a case where both sides of the joint portion 55 of the lateral bar 52 were bent upward. If the lateral bar 52 is bent, there is a problem that accurate shear strength cannot be measured.

また、接合鉄筋50は縦筋51と横筋52が交差する溶接点において、同じサイズの鉄筋を用いた場合であっても、例えば、図5(a)~(c)に示すように、溶接部の溶け込み具合や、節と節の間(谷)に入る場合と節の上(山)に乗った場合の相違によって縦筋51の中心軸から横筋52の幅サイズが数mm単位で変化する。例えば、図5(b)に示すように、溶接点が節と節の間(谷)に入った場合の縦筋51の中心から横筋52の側面までの距離をXとすると、溶接点が深く溶け込んだ場合(図5(a))にはその距離はX-αとなり、溶接点が節の上(山)に乗った場合(図5(c))にはその距離はX+αとなる。そのため、試験片固定具100のシャフト103をせん断測定装置に固定する場合に、シャフト101の中心軸と縦筋51の中心軸が一致しない場合がある。また、横筋52の径サイズの相違によってもシャフト101の中心軸と縦筋51の中心軸がズレる。試験片固定具100の中心軸と縦筋51の中心軸が一致しないと縦筋51の下方への引っ張り方向が鉛直方向からズレるため正しいせん断強度を測定することができないという問題があった。さらに、縦筋51の下方への引っ張り方向がズレると、縦筋51が下方への引き込まれるのに応じて横筋52が回転してしまい、これも正しいせん断強度を測定することができないという問題があった。 Further, the joined reinforcing bar 50 is a welded portion as shown in FIGS. 5A to 5C, for example, even when reinforcing bars of the same size are used at the welding point where the vertical reinforcing bar 51 and the horizontal reinforcing bar 52 intersect. The width size of the horizontal streaks 52 changes in units of several mm from the central axis of the vertical streaks 51 depending on the degree of welding and the difference between the case of entering between the knots (valley) and the case of riding on the top of the knots (mountain). For example, as shown in FIG. 5B, when the distance from the center of the vertical bar 51 to the side surface of the horizontal bar 52 when the welding point enters between the nodes (valley) is X, the welding point is deep. When it melts (FIG. 5 (a)), the distance becomes X−α, and when the welding point rides on a node (mountain) (FIG. 5 (c)), the distance becomes X + α. Therefore, when the shaft 103 of the test piece fixative 100 is fixed to the shear measuring device, the central axis of the shaft 101 and the central axis of the vertical bar 51 may not match. Further, the central axis of the shaft 101 and the central axis of the vertical bar 51 are displaced due to the difference in the diameter size of the horizontal bar 52. If the central axis of the test piece fixture 100 and the central axis of the vertical bar 51 do not match, there is a problem that the correct shear strength cannot be measured because the downward pulling direction of the vertical bar 51 deviates from the vertical direction. Further, if the downward pulling direction of the vertical bar 51 is deviated, the horizontal bar 52 rotates in response to the vertical bar 51 being pulled downward, which also causes a problem that the correct shear strength cannot be measured. there were.

そこで、本発明は、せん断測定装置によって縦筋を下方側に向かって荷重を加えて接合部を下方に引き込んだ場合であっても、横筋の接合部の両側が上方に折り曲げられることなく水平状態を維持したままでせん断強度を測定することが可能なせん断強度測定用治具を提供することを目的とする。 Therefore, in the present invention, even when the vertical bar is loaded downward by the shear measuring device and the joint is pulled downward, both sides of the joint of the horizontal bar are not bent upward and are in a horizontal state. It is an object of the present invention to provide a jig for measuring shear strength capable of measuring shear strength while maintaining the above.

また、本発明は、せん断測定装置のシャフトと接合鉄筋の縦筋の中心軸とを一致させた状態でせん断強度の測定を行うことが可能なせん断強度測定用治具を提供することを目的とする。 Another object of the present invention is to provide a shear strength measuring jig capable of measuring shear strength in a state where the shaft of the shear measuring device and the central axis of the vertical bar of the joined reinforcing bar are aligned with each other. do.

上記課題を解決するために請求項1に記載の発明は、縦筋と横筋を溶接によって接合した接合鉄筋の接合部のせん断強度を測定するためにせん断強度測定機に取り付けられるせん断強度測定用治具であって、前記接合鉄筋を保持する保持部を備えた本体と、前記本体を前記せん断強度測定機に取り付けるためのシャフトと、前記保持部に保持させた前記接合鉄筋の前記横筋を長手方向に上方から支持する支持部材とを備えていることを特徴とする。 In order to solve the above problems, the invention according to claim 1 is for shear strength measurement, which is attached to a shear strength measuring machine to measure the shear strength of the joint portion of the bonded reinforcing bar in which the vertical bar and the horizontal bar are joined by welding. A main body having a holding portion for holding the joined reinforcing bar, a shaft for attaching the main body to the shear strength measuring machine, and the lateral bar of the joined reinforcing bar held by the holding portion in the longitudinal direction. It is characterized in that it is provided with a support member that supports from above.

上記課題を解決するために請求項2に記載の本発明は、請求項1に記載のせん断強度測定用治具において、前記支持部材は、本体の横幅よりも長く形成されていることを特徴とする。 In order to solve the above problems, the present invention according to claim 2 is characterized in that, in the shear strength measuring jig according to claim 1, the support member is formed longer than the width of the main body. do.

上記課題を解決するために請求項3に記載の本発明は、請求項1又は2に記載のせん断強度測定用治具において、前記本体の正面には前記接合鉄筋を前記保持部に位置させるための開口部が設けられ、前記開口部に対向する位置の前記支持部材には切欠き部が設けられていることを特徴とする。 In order to solve the above problems, the present invention according to claim 3 is the jig for measuring shear strength according to claim 1 or 2, in order to position the bonded reinforcing bar on the holding portion on the front surface of the main body. Is provided, and the support member at a position facing the opening is provided with a notch.

上記課題を解決するために請求項4に記載の本発明は、請求項1から3のいずれか1項に記載のせん断強度測定用治具において、前記保持部は、上方側から下方側に向かって次第に幅狭に形成されていることを特徴とする。 In order to solve the above problems, the present invention according to claim 4 is the shear strength measuring jig according to any one of claims 1 to 3, wherein the holding portion faces from the upper side to the lower side. It is characterized in that it is gradually formed narrower.

上記課題を解決するために請求項5に記載の本発明は、請求項4に記載のせん断強度測定用治具において、前記保持部は、上方側から下方側に向かって次第に幅狭に形成された傾斜部材が着脱自在に配置されている。 In order to solve the above problems, the present invention according to claim 5 is the shear strength measuring jig according to claim 4, wherein the holding portion is formed gradually narrower from the upper side to the lower side. The tilted members are detachably arranged.

上記課題を解決するために請求項6に記載の本発明は、請求項1から5のいずれか1項に記載のせん断強度測定用治具において、前記シャフトは前記縦筋の中心軸と当該シャフトの中心軸を合わせることができるように位置調整が可能とされている。 In order to solve the above problems, the present invention according to claim 6 is the jig for measuring shear strength according to any one of claims 1 to 5, wherein the shaft is the central axis of the vertical bar and the shaft. It is possible to adjust the position so that the central axis of the can be aligned.

本発明に係るせん断強度測定用治具によれば、保持部に保持させた接合鉄筋の横筋を長手方向に上方から支持する支持部材を設けたのでせん断測定装置によって縦筋を下方側に向かって引き込んでも横筋が折れ曲がることが防止され、正確なせん断強度を測定することができるという効果がある。 According to the shear strength measuring jig according to the present invention, since the support member for supporting the horizontal bar of the joined reinforcing bar held in the holding portion from above in the longitudinal direction is provided, the vertical bar is directed downward by the shear measuring device. Even if it is pulled in, the horizontal streaks are prevented from bending, and there is an effect that accurate shear strength can be measured.

また、本発明に係るせん断強度測定用治具によれば、せん断強度測定機に取り付けるためのシャフトの中心軸と縦筋の中心軸を合わせることができるように位置調整可能としたので溶接部の溶け込み具合の相違による縦筋の中心軸から横筋の側面までの長さが異なる場合(図5(a)~(c)参照)であっても正確なせん断強度の測定が可能となる。また、シャフトの中心軸と縦筋の中心軸を合わせることができるように位置調整可能としたので、縦筋を鉛直方向へ引き込むことが可能となり、横筋の回転を抑制して正確なせん断強度を測定することができるという効果がある。 Further, according to the jig for measuring the shear strength according to the present invention, the position of the welded portion can be adjusted so that the central axis of the shaft for mounting on the shear strength measuring machine and the central axis of the vertical streaks can be aligned. Accurate measurement of shear strength is possible even when the length from the central axis of the vertical streaks to the side surfaces of the horizontal streaks differs due to the difference in the degree of penetration (see FIGS. 5 (a) to 5 (c)). In addition, since the position can be adjusted so that the central axis of the shaft and the central axis of the vertical bar can be aligned, the vertical bar can be pulled in the vertical direction, and the rotation of the horizontal bar is suppressed to obtain accurate shear strength. It has the effect of being able to measure.

図1は、本発明に係るせん断強度測定用治具の一実施形態の平面図である。FIG. 1 is a plan view of an embodiment of a shear strength measuring jig according to the present invention. 図2は、図1に示すせん断強度測定用治具の正面図である。FIG. 2 is a front view of the shear strength measuring jig shown in FIG. 図3は、図1に示すせん断強度測定用治具の側面図である。FIG. 3 is a side view of the shear strength measuring jig shown in FIG. 図4(a)は図1に示すせん断強度測定用治具のB-B断面図、図4(b)は図1に示すせん断強度測定用治具のA-A断面図である。4A is a cross-sectional view taken along the line BB of the jig for measuring shear strength shown in FIG. 1, and FIG. 4B is a cross-sectional view taken along the line AA of the jig for measuring shear strength shown in FIG. 図5(a)は接合鉄筋の溶接部が深く溶け込んだ場合の説明図、図5(b)は溶接部が節と節の間(谷)に入った場合の説明図、図5(c)は溶接部が節の上(山)に乗った場合の説明である。5 (a) is an explanatory view when the welded portion of the joined reinforcing bar is deeply melted, FIG. 5 (b) is an explanatory diagram when the welded portion enters between nodes (valleys), and FIG. 5 (c). Is an explanation when the welded part gets on the top (mountain) of the node. 図6は、図1に示すせん断強度測定用治具の斜視図である。FIG. 6 is a perspective view of the shear strength measuring jig shown in FIG. 図7は、従来のせん断強度測定用治具を示す正面図である。FIG. 7 is a front view showing a conventional jig for measuring shear strength.

以下、本発明に係るせん断強度測定用治具の好ましい実施形態について図面を参照しつつ詳細に説明する。図1は本発明に係るせん断強度測定用治具の一実施形態の平面図、図2は図1に示すせん断強度測定用治具の正面図、図3は図1に示すせん断強度測定用治具の側面図である。 Hereinafter, a preferred embodiment of the shear strength measuring jig according to the present invention will be described in detail with reference to the drawings. 1 is a plan view of an embodiment of a shear strength measuring jig according to the present invention, FIG. 2 is a front view of the shear strength measuring jig shown in FIG. 1, and FIG. 3 is a shear strength measuring jig shown in FIG. It is a side view of a jig.

図示されたせん断強度測定用治具10は、縦筋51と横筋52を溶接によって接合した接合鉄筋50の接合部55(図5(a)~(c)参照)のせん断強度を測定するためにせん断強度測定機(図示せず)に取り付けられるものであり、概略として、接合鉄筋50を保持する保持部15を備えた本体11と、本体11をせん断強度測定機に取り付けるためのシャフト13と、保持部15に保持させた接合鉄筋50の横筋52を長手方向に上方から支持する支持部材17を備えて構成されている。 The illustrated shear strength measuring jig 10 is for measuring the shear strength of the joint portion 55 (see FIGS. 5A to 5C) of the joint reinforcing bar 50 in which the vertical bar 51 and the horizontal bar 52 are joined by welding. It is attached to a shear strength measuring machine (not shown), and as a general rule, a main body 11 provided with a holding portion 15 for holding the joined reinforcing bar 50, a shaft 13 for attaching the main body 11 to the shear strength measuring machine, and It is configured to include a support member 17 that supports the horizontal bar 52 of the joined reinforcing bar 50 held by the holding portion 15 from above in the longitudinal direction.

本体11は、図3に示すように、側面視が略L字状に形成された金属製部材であり、上部にシャフト13が着脱自在に取り付けられている。シャフト13の下端側にはネジ溝が設けられており、本体11の頂部に穿設されたネジ孔にねじ込まれることによって本体11に取り付けられるようになっている。本体11の正面には接合鉄筋50を保持部15に位置させるために開口部14(図2参照)が設けられている。支持部材17を取り外した状態で、接合鉄筋50の縦筋51を開口部14から挿入し、横筋52を保持部15に配置することで接合鉄筋50がせん断強度測定用治具10に配置することができる。 As shown in FIG. 3, the main body 11 is a metal member having a substantially L-shaped side view, and a shaft 13 is detachably attached to an upper portion thereof. A screw groove is provided on the lower end side of the shaft 13, and the shaft 13 can be attached to the main body 11 by being screwed into a screw hole formed in the top of the main body 11. An opening 14 (see FIG. 2) is provided on the front surface of the main body 11 in order to position the joint reinforcing bar 50 at the holding portion 15. With the support member 17 removed, the vertical bar 51 of the joint reinforcing bar 50 is inserted from the opening 14, and the horizontal bar 52 is placed in the holding portion 15, so that the joined reinforcing bar 50 is placed in the shear strength measuring jig 10. Can be done.

略L字状に形成された本体11の下部には断面略三角形状の傾斜部材18が配置されている。傾斜部材18は三角柱形状をしており、斜面側が内側を向くようにして配置され、上方側から下方側に向かって次第に幅狭になるようにして配置されている。これにより、異なる径サイズの横筋52を備えた接合鉄筋50であっても保持することが可能となる。また、傾斜部材18は着脱可能とされ、大きさや傾斜面の角度が異なる他の傾斜部材18を装着することで各種の径サイズの横筋52を備えた接合鉄筋50を保持することが可能となる。 An inclined member 18 having a substantially triangular cross section is arranged at the lower portion of the main body 11 formed in a substantially L shape. The inclined member 18 has a triangular prism shape, is arranged so that the slope side faces inward, and is arranged so as to gradually narrow from the upper side to the lower side. This makes it possible to hold even the joined reinforcing bars 50 having the horizontal bars 52 having different diameter sizes. Further, the inclined member 18 is removable, and by attaching another inclined member 18 having a different size or angle of the inclined surface, it is possible to hold the joined reinforcing bar 50 having the horizontal bars 52 of various diameter sizes. ..

本体11の上部側の左右の側面の両側にはそれぞれ補助金具19,19がネジ19a,19aによって取り付けられており、補助金具19,19にはそれぞれ支持部材17を固定するための所定の長さを有するボルト16,16が取り付けられている。ボルト16,16をねじ込むことにより支持部材17で保持部15に配置された横筋52を上方からしっかりと押圧する。 Auxiliary metal fittings 19 and 19 are attached to both sides of the upper left and right sides of the main body 11 by screws 19a and 19a, respectively, and the auxiliary metal fittings 19 and 19 have a predetermined length for fixing the support member 17, respectively. Bolts 16 and 16 are attached. By screwing in the bolts 16 and 16, the support member 17 firmly presses the horizontal bar 52 arranged on the holding portion 15 from above.

支持部材17は、所定の厚みを有する平板状の金属製の板材である。接合鉄筋50の横筋52を保持部15に保持させた状態でボルト16,16によって支持部材17を固定することにより横筋52を長手方向に沿って上方からしっかりと支持する。これにより、縦筋51を下方側に向かって引き込んでも横筋52が折れ曲がることが防止され、正確なせん断強度を測定することが可能となる。本実施形態では、支持部材17は本体11の横幅よりも長く形成されており、横筋52の折れ曲がりを確実に防止するようになっている。尚、支持部材17は必ずしも本体11の横幅よりも長く形成されていなくてもよく、本体11の横幅と同じ長さであってもよいが、できるだけ長い幅で横筋52を押圧した方が折れ曲がり防止効果は高い。 The support member 17 is a flat plate-shaped metal plate having a predetermined thickness. The lateral reinforcing bar 52 is firmly supported from above along the longitudinal direction by fixing the support member 17 with the bolts 16 and 16 in a state where the lateral reinforcing bar 52 of the joint reinforcing bar 50 is held by the holding portion 15. As a result, even if the vertical bar 51 is pulled downward, the horizontal bar 52 is prevented from bending, and accurate shear strength can be measured. In the present embodiment, the support member 17 is formed to be longer than the lateral width of the main body 11, so as to surely prevent the lateral streaks 52 from bending. The support member 17 does not necessarily have to be formed longer than the width of the main body 11, and may have the same length as the width of the main body 11, but it is better to press the horizontal bar 52 with the width as long as possible to prevent bending. The effect is high.

尚、図示された支持部材17は、所定の厚みを有する平板状の金属製の板材であるが、これに限らず、例えば、直方体や立方体形状の角柱状の金属体でもよい。また、図3に示す横筋52よりもさらに大きな直径を有する横筋52の場合であって横筋52の頂部が傾斜部材18の頂部よりも高くなるような場合には、支持部材17の取り付け姿勢も、図3に示す状態から90°横倒しした状態で配置することもできる。 The supported member 17 shown in the figure is a flat plate-shaped metal plate having a predetermined thickness, but is not limited to this, and may be, for example, a rectangular parallelepiped or a cube-shaped prismatic metal body. Further, in the case of the horizontal bar 52 having a diameter larger than that of the horizontal bar 52 shown in FIG. 3, when the top of the horizontal bar 52 is higher than the top of the inclined member 18, the mounting posture of the support member 17 is also changed. It can also be arranged in a state where it is tilted 90 ° from the state shown in FIG.

また、支持部材17の正面側の中央下部には切欠き部17aが設けられている。具体的には、切欠き部17aは、本体11の正面側に設けられた開口部14に対向する位置の支持部材17に設けられている。これにより、開口部14と切欠き部17aは連続した空間部分となり、例えば、図6に示すように、縦筋51の上部側が曲げられた接合鉄筋50のような場合であっても保持部15に保持させることができ、このような接合手金50であってもせん断強度の測定が可能となる。 Further, a notch 17a is provided in the lower center on the front side of the support member 17. Specifically, the notch 17a is provided in the support member 17 at a position facing the opening 14 provided on the front side of the main body 11. As a result, the opening 14 and the notch 17a become a continuous space portion, and for example, as shown in FIG. 6, the holding portion 15 is formed even in the case where the upper side of the vertical bar 51 is bent, such as the joined reinforcing bar 50. It is possible to measure the shear strength even with such a joining hand metal 50.

シャフト13は、上述のように、本体11の頂部に穿設されたネジ孔にねじ込まれることによって本体11に取り付けられているが、本体11の正面側及び背面側からそれぞれシャフト13の中心軸方向に向かって配置された位置調整用ネジ12,12によって正面に向かって前後方向に移動可能とされている。例えば、本実施形態では、図4(a)~(c)に示すように、シャフト13の下端側には下部側が拡開した逆T字状のスライド台13aが取り付けられ、本体11にはスライド台13aが挿入されるT溝11aが形成されており、スライド台13aはT溝11a内を横筋52と交差する方向(本実施形態では直交する方向)にスライド可能に配置されている。そして、スライド台13aをT溝11aに挿入した状態でスライド台13aにシャフト13をネジ止めし、スライド台13aの前後方向から図示しない固定部材でT溝11aの両側を塞ぎ、位置調整用ネジ12,12を取り付けることでシャフト13と本体11の相対移動を可能とされ、正面側と背面側の位置調整用ネジ12,12の固定位置を調整することによりシャフト13の中心軸を正面に向かって前後方向に調整することができるようになっている。これにより、保持部15に配置された縦筋51の中心軸とシャフト13の中心軸を一致させることが可能となる。縦筋51の中心軸とシャフト13の中心軸を一致させることで、例えば、接合鉄筋50の溶接部の溶け込み具合の相違によって縦筋51の中心軸から横筋52の側面までの長さが異なる場合(図5(a)~(c)参照)であっても正確なせん断強度の測定が可能となる。また、シャフト13の中心軸と縦筋51の中心軸を合わせることができるので、縦筋51を鉛直方向へ引き込むことが可能となり、横筋52の回転を抑制して正確なせん断強度を測定することが可能となる。尚、縦筋51の中心軸とシャフト13の中心軸を一致させる上記位置調整構造は一例であり、位置調整構造はこれに限定されるものではなく、適宜の構造を採用することができる。 As described above, the shaft 13 is attached to the main body 11 by being screwed into a screw hole formed in the top of the main body 11, but the shaft 13 is attached to the main body 11 from the front side and the back side of the main body 11, respectively, in the direction of the central axis of the shaft 13. The position adjusting screws 12, 12 arranged toward the front can be moved in the front-rear direction. For example, in the present embodiment, as shown in FIGS. 4A to 4C, an inverted T-shaped slide base 13a having an expanded lower side is attached to the lower end side of the shaft 13, and a slide is attached to the main body 11. A T-groove 11a into which the base 13a is inserted is formed, and the slide base 13a is slidably arranged in the T-groove 11a in a direction intersecting the horizontal bar 52 (in the present embodiment, a direction orthogonal to the horizontal streak 52). Then, with the slide base 13a inserted into the T-groove 11a, the shaft 13 is screwed to the slide base 13a, and both sides of the T-groove 11a are closed with a fixing member (not shown) from the front-rear direction of the slide base 13a, and the position adjusting screw 12 , 12 enables relative movement of the shaft 13 and the main body 11, and by adjusting the fixed positions of the position adjusting screws 12 and 12 on the front side and the back side, the central axis of the shaft 13 is directed toward the front. It can be adjusted in the front-back direction. This makes it possible to match the central axis of the vertical bar 51 arranged in the holding portion 15 with the central axis of the shaft 13. By matching the central axis of the vertical bar 51 with the central axis of the shaft 13, for example, when the length from the central axis of the vertical bar 51 to the side surface of the horizontal bar 52 differs due to the difference in the degree of penetration of the welded portion of the joined reinforcing bar 50. Accurate measurement of shear strength is possible even in (see FIGS. 5A to 5C). Further, since the central axis of the shaft 13 and the central axis of the vertical bar 51 can be aligned with each other, the vertical bar 51 can be pulled in in the vertical direction, and the rotation of the horizontal bar 52 can be suppressed to measure the accurate shear strength. Is possible. The position adjusting structure for aligning the central axis of the vertical bar 51 with the central axis of the shaft 13 is an example, and the position adjusting structure is not limited to this, and an appropriate structure can be adopted.

以上のように、本発明に係るせん断強度測定用治具の好ましい実施形態について説明したが、本発明は係る上記実施形態に限定されるものではなく、特許請求の範囲に記載された本発明の要旨の範囲内において、種々の変形・変更が可能であることはいうまでもない。 As described above, the preferred embodiment of the jig for measuring the shear strength according to the present invention has been described, but the present invention is not limited to the above-mentioned embodiment, and the present invention described in the claims. Needless to say, various modifications and changes are possible within the scope of the gist.

10 せん断強度測定用治具
11 本体
11a T溝
12 位置調整用ネジ
13 シャフト
13a スライド台
14 開口部
15 保持部
16 ボルト
17 支持部材
18 傾斜部材
19 補助金具
19a ネジ
50 接合鉄筋
51 縦筋
52 横筋
10 Shear strength measurement jig 11 Main body 11a T groove 12 Position adjustment screw 13 Shaft 13a Slide base 14 Opening 15 Holding part 16 Bolt 17 Support member 18 Inclined member 19 Auxiliary metal fittings 19a Screw 50 Joint reinforcing bar 51 Vertical bar 52 Horizontal bar

Claims (6)

縦筋と横筋を溶接によって接合した接合鉄筋の接合部のせん断強度を測定するためにせん断強度測定機に取り付けられるせん断強度測定用治具であって、
前記接合鉄筋を保持する保持部を備えた本体と、
前記本体を前記せん断強度測定機に取り付けるためのシャフトと、
前記保持部に保持させた前記接合鉄筋の前記横筋を長手方向に上方から支持する支持部材と、
を備えていることを特徴とするせん断強度測定用治具。
A jig for measuring shear strength that is attached to a shear strength measuring machine to measure the shear strength of the joint of the jointed reinforcing bars that are joined by welding the vertical and horizontal bars.
A main body provided with a holding portion for holding the joined reinforcing bar,
A shaft for attaching the main body to the shear strength measuring machine,
A support member that supports the horizontal bar of the joined reinforcing bar held by the holding portion from above in the longitudinal direction, and
A jig for measuring shear strength, which is characterized by being equipped with.
請求項1に記載のせん断強度測定用治具において、
前記支持部材は、本体の横幅よりも長く形成されていることを特徴とするせん断強度測定用治具。
In the shear strength measuring jig according to claim 1,
The support member is a jig for measuring shear strength, characterized in that it is formed longer than the width of the main body.
請求項1又は2に記載のせん断強度測定用治具において、
前記本体の正面には前記接合鉄筋を前記保持部に位置させるための開口部が設けられ、
前記開口部に対向する位置の前記支持部材には切欠き部が設けられていることを特徴とするせん断強度測定用治具。
In the shear strength measuring jig according to claim 1 or 2.
An opening for locating the joint reinforcing bar in the holding portion is provided on the front surface of the main body.
A jig for measuring shear strength, characterized in that a notch is provided in the support member at a position facing the opening.
請求項1から3のいずれか1項に記載のせん断強度測定用治具において、
前記保持部は、上方側から下方側に向かって次第に幅狭に形成されていることを特徴とするせん断強度測定用治具。
In the shear strength measuring jig according to any one of claims 1 to 3.
The holding portion is a jig for measuring shear strength, characterized in that the holding portion is formed gradually narrower from the upper side to the lower side.
請求項4に記載のせん断強度測定用治具において、
前記保持部は、上方側から下方側に向かって次第に幅狭に形成された傾斜部材が着脱自在に配置されていることを特徴とするせん断強度測定用治具。
In the jig for measuring shear strength according to claim 4,
The holding portion is a jig for measuring shear strength, characterized in that inclined members formed gradually narrower from the upper side to the lower side are detachably arranged.
請求項1から5のいずれか1項に記載のせん断強度測定用治具において、
前記シャフトは前記縦筋の中心軸と当該シャフトの中心軸を合わせることができるように位置調整が可能とされていることを特徴とするせん断強度測定用治具。
In the shear strength measuring jig according to any one of claims 1 to 5.
The shaft is a jig for measuring shear strength, characterized in that the position of the shaft can be adjusted so that the central axis of the vertical streak and the central axis of the shaft can be aligned with each other.
JP2020178908A 2020-10-26 2020-10-26 Shear strength measurement tool Pending JP2022069943A (en)

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Publications (1)

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JP2022069943A true JP2022069943A (en) 2022-05-12

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Country Link
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