JP2013011575A - Portable concrete compression testing machine - Google Patents

Portable concrete compression testing machine Download PDF

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JP2013011575A
JP2013011575A JP2011157142A JP2011157142A JP2013011575A JP 2013011575 A JP2013011575 A JP 2013011575A JP 2011157142 A JP2011157142 A JP 2011157142A JP 2011157142 A JP2011157142 A JP 2011157142A JP 2013011575 A JP2013011575 A JP 2013011575A
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specimen
reaction force
load
pressure plate
outer cylinder
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Tadashi Enomoto
正 榎本
Yukihiko Kono
幸彦 河野
Masahiro Ishii
政博 石井
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Kansai Electric Power Co Inc
Marui Co Ltd
Kanso Technos Co Ltd
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Kansai Electric Power Co Inc
Marui Co Ltd
General Environmental Technos Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To solve the problem that, since a conventional portable compression testing machine is structured to hold load mounting means by two reaction columns set up in a portal shape, transportation is not facilitated due to heavy weight and a modulus of static elasticity of a concrete specimen could not be measured.SOLUTION: A portable concrete compression testing machine comprises: load mounting means (electrically-driven hydraulic pump) A; load detecting and displaying means (strain gauge: load cell) B; and specimen holding means C constituted by arranging in series the load mounting means A and the load detecting and displaying means B in a vertical center axis within a cylindrical machine frame. The testing machine reduces its weight and size, facilitates its transportation to a narrow place and can also measure a modulus of static elasticity of a specimen.

Description

本発明は、サンプリングしたあらゆるコンクリート供試体の圧縮強度及び静弾性係数を現場で簡便に計測できるようにした可搬型コンクリート圧縮試験装置に関する。  The present invention relates to a portable concrete compression test apparatus that can easily measure the compressive strength and static elastic modulus of all sampled concrete specimens on site.

従来のコンクリートの可搬型圧縮試験機は、上下の反力フレームを左右二本の支柱で固定し、反力支柱に支持された加圧部材を手動油圧装置により動作するようにした試験機がある。(たとえば、非特許文献1参照。)  There is a conventional concrete portable compression tester in which the upper and lower reaction force frames are fixed by two right and left columns, and the pressure member supported by the reaction force columns is operated by a manual hydraulic device. . (For example, refer nonpatent literature 1.)

また、コンクリート供試体に作用する圧力の載荷表示手段として高荷重と低荷重の夫々のブルドン管式圧力計で表示している。(同前非特許文献1参照。)  Moreover, it displays with the Bourdon tube type pressure gauge of each of a high load and a low load as a load display means of the pressure which acts on a concrete specimen. (See Non-Patent Document 1 above.)

次に上記従来例について図2により更に詳細に説明する。
下部台座fによって支持される左右2本の反力支柱b、b’と反力支柱b、b’上端の上部反力部材gとの間にあって手動油圧装置eによりコンクリート供試体aを加圧するようにしており、しかも高荷重と低荷重の何れかを切り替え表示可能にブルドン管式圧力計c、c’を設置している。
Next, the conventional example will be described in more detail with reference to FIG.
The concrete specimen a is pressed by the manual hydraulic device e between the two left and right reaction force columns b, b ′ supported by the lower base f and the upper reaction member g at the upper ends of the reaction force columns b, b ′. In addition, the Bourdon tube pressure gauges c and c ′ are installed so that either high load or low load can be switched and displayed.

上記可搬型圧縮試験機は、大きく別けて下部台座fと、上部反力部材gと、左右2本の反力支柱b、b’と、手動油圧装置eと、加圧盤dとの6部分に分割できるが、総重量は約400(kg)である。  The portable compression tester is roughly divided into six parts: a lower pedestal f, an upper reaction force member g, two left and right reaction force columns b and b ', a manual hydraulic device e, and a pressure plate d. Although it can be divided, the total weight is about 400 kg.

可搬型圧縮試験機 SS−C−544〜545(篠原製作所:カタログ)  Portable compression tester SS-C-544-545 (Shinohara Works: Catalog)

上記従来例に示すコンクリートの可搬型圧縮試験機は、総重量が約400(kg)であり、このような重量物を狭隘な場所や任意の都市部の建設現場、或いは山岳地などに搬入することは容易ではなかった。
また、例えこのような嵩高い可搬型圧縮試験機を現場へ持ち込むとしても、搬送するには6部分に分解して移送しなければならず、しかも重量物であるため設置のための基礎造りが必要であり、移送後は再び現場で組み立てる必要があり、こうした作業は多くの人手や労力を要する。
The concrete portable compression tester shown in the above conventional example has a total weight of about 400 (kg), and such heavy objects are carried into a confined place, a construction site in an arbitrary urban area, or a mountainous area. That was not easy.
Moreover, even if such a bulky portable compression tester is brought to the site, it must be disassembled and transported into 6 parts for transport, and since it is heavy, a foundation for installation is required. It is necessary, and it is necessary to assemble again on the site after the transfer, and such work requires a lot of manpower and labor.

また、上記圧縮試験機は加圧動作するにあたり油圧装置を手動で行っているためコンクリート供試体に一定速度で荷重を与えることができず、JIS A 1149で要求されているコンクリート供試体の静弾性係数を測定することが不可能である。  In addition, since the compression tester manually operates the hydraulic device during the pressurizing operation, it cannot apply a load to the concrete specimen at a constant speed, and the static elasticity of the concrete specimen required by JIS A 1149. It is impossible to measure the coefficient.

更に荷重の計測をブルドン管式圧力計で行っており、1000(kN)の最大荷重に対して高荷重用ブルドン管式圧力計では4(kN)、低荷重用ブルドン管式圧力計を使用しても1(kN)の測定分解能しか保持していない。  Furthermore, the load is measured with a Bourdon tube pressure gauge. For the maximum load of 1000 (kN), the Bourdon tube pressure gauge for high load is 4 (kN), and the Bourdon tube pressure gauge for low load is used. However, only 1 (kN) measurement resolution is maintained.

また、従来例の設置スペースは、最もはみ出した部分を含めると3000(cm)程度となり、それに作業空間を考慮すると、狭隘な場所には持ち込みが容易ではない。In addition, the installation space of the conventional example is about 3000 (cm 2 ) including the most protruding part, and taking into consideration the work space, it is not easy to bring it into a narrow place.

本発明は、最大荷重1000(kN)と高荷重であるにもかかわらず、二本の反力支柱を使用せず、荷重載荷手段(電動油圧ポンプ)Aと、荷重検出表示手段(歪みゲージ:ロードセル)Bと、前記荷重載荷手段A及び荷重検出表示手段Bを円筒状機枠内(φ200×800(mm))の一つの垂直中心軸線上に供試体保持手段Cとともに直列に配置し、軽量・小型化し、狭隘な場所へも搬入が容易に行えるばかりでなく、コンクリート供試体の静弾性係数も計測できることを特徴とするものである。  In the present invention, although the maximum load is 1000 (kN) and high load, the two reaction force struts are not used, the load loading means (electric hydraulic pump) A and the load detection display means (strain gauge: A load cell) B, the load loading means A and the load detection display means B are arranged in series with a specimen holding means C on a single vertical center axis in a cylindrical machine frame (φ200 × 800 (mm)). -Not only can it be reduced in size and easily carried into confined spaces, but it can also measure the static elastic modulus of concrete specimens.

本発明は上述のように試験装置本体を円筒状に構成した荷重載荷手段と、荷重検出表示手段と、供試体とを直列配置したことにより、従来例で必要としていた二本の反力支柱が不要となり試験装置の軽量且つ小型化が可能となり、その結果、狭隘な場所や任意の都市部の建設現場或いは山岳地などへも搬入ができ、現場でのコンクリート構造物からサンプリングした様々な強度を持つコンクリート供試体の圧縮試験がその場で行える。  In the present invention, the two reaction force struts required in the conventional example can be obtained by arranging the load loading means, the load detection display means, and the test body in which the test apparatus main body is cylindrical as described above in series. This eliminates the need for lighter and smaller testing equipment. As a result, it can be carried into confined spaces, construction sites in arbitrary cities, or mountainous areas, and has various strengths sampled from concrete structures at the site. A compression test of a concrete specimen can be performed on the spot.

また、本発明では供試体に圧力を載荷する際、荷重載荷手段、荷重検出表示手段、供試体等を一つの圧力の作用線上に直列配置したことにより、供試体に作用する応力が分散せず効果的に供試体へ荷重を載荷できる。  In the present invention, when pressure is loaded on the specimen, the load acting means, the load detection display means, the specimen, etc. are arranged in series on one action line of pressure, so that the stress acting on the specimen is not dispersed. The load can be loaded on the specimen effectively.

更に電動油圧ポンプによって加圧部を駆動させるので、従来の手動油圧装置によるときのような左右の荷重バランスが悪くなることがなく、しかも荷重載荷速度も安定し、最大圧縮荷重の測定やコンクリート供試体の静弾性係数も精度良く測定できる。  Furthermore, since the pressurizing unit is driven by an electric hydraulic pump, there is no deterioration in the left / right load balance as in the case of a conventional manual hydraulic device, the load loading speed is stable, the maximum compressive load is measured, and concrete is supplied. The static elastic modulus of the specimen can also be measured with high accuracy.

荷重の計測はロードセルで行うために、最大荷重1000(kN)に対して0.1(kN)の測定分解能を保持しており、これまでのようなブルドン管式圧力計での測定に比べて10倍乃至40倍の分解能を保持しており、正確な圧縮試験が可能である。  Since the load is measured with a load cell, it has a measurement resolution of 0.1 (kN) for a maximum load of 1000 (kN), compared to the conventional Bourdon tube pressure gauge. It retains 10 to 40 times the resolution and enables accurate compression testing.

試験装置の台座1の部分は設置スペースが40(cm)・40(cm)の1600(cm)で、従来例の約半分の面積で済み狭隘な場所への持ち込みが可能である。The pedestal 1 of the test apparatus has an installation space of 1600 (cm 2 ) with 40 (cm) and 40 (cm), which is about half the area of the conventional example and can be brought into a narrow place.

本発明装置の要部縦断面正面図  Longitudinal cross-sectional front view of the main part of the device of the present invention 従来例の外観正面略図  Front view of conventional example

以下、本発明の実施形態を図1に基づいて説明する。
図において、本発明は大きく分けて荷重載荷手段Aと、荷重検出表示手段Bと、供試体保持手段Cとからなる。
先ず、荷重載荷手段Aは台座1上に載荷荷重に対して充分な耐力を有する寸法φ200×800(mm)の反力外筒2の下部を固着し、反力外筒2内に加圧シリンダー(スプリングリターンシリンダー)3を水密的に密嵌して、別に設置した電動油圧ポンプ11からの油圧を受けて上下動するように構成している。
Hereinafter, an embodiment of the present invention will be described with reference to FIG.
In the figure, the present invention is roughly divided into a load loading means A, a load detection display means B, and a specimen holding means C.
First, the load loading means A fixes a lower portion of a reaction force outer cylinder 2 having a dimension φ200 × 800 (mm) having sufficient resistance to the load on the pedestal 1, and a pressure cylinder in the reaction force outer cylinder 2. (Spring return cylinder) 3 is water-tightly fitted and is configured to move up and down in response to oil pressure from a separately installed electric hydraulic pump 11.

また、荷重検出表示手段Bは、前記加圧シリンダー3の上部にあって反力外筒2の内周との間に一定の間隙を保ってロードセル4を定置し、当該ロードセル4からの検出値を電気的にデータロガー12へ導き演算表示するようにしている。  In addition, the load detection display means B is placed at a position above the pressure cylinder 3 with a constant gap between the load cylinder 4 and the inner circumference of the reaction force outer cylinder 2, and the detected value from the load cell 4 is detected. Is electrically guided to the data logger 12 for calculation display.

供試体保持手段Cは、前記反力外筒2内における加圧盤5と球座付耐圧盤6との間に供試体13を介在させ、球座付耐圧盤6の上面中央の球体7を介して反力外筒2上端のセッティング用螺子蓋8により螺着してなる。符号10はセッティング用螺子蓋8のハンドルである。  The specimen holding means C interposes the specimen 13 between the pressure plate 5 and the pressure bearing plate 6 with the ball seat in the reaction force outer cylinder 2 and via the sphere 7 at the center of the upper surface of the pressure plate 6 with the ball seat. Thus, it is screwed by a setting screw lid 8 at the upper end of the reaction force outer cylinder 2. Reference numeral 10 denotes a handle of the setting screw lid 8.

尚、上記圧縮試験装置は、40(cm)・40(cm)の台座1上に取り付けたもので、載荷装置本体は約60(kg)、総重量は約80(kg)である。
更に、ロードセル4上に載置した加圧盤5には上面に直径100(mm)の刻線を施してあり、直径100(mm)、長さ200(mm)の供試体13を加圧盤5の中心位置に正しく保持するようにしている。
また、上記とは異なるサイズの加圧盤には上面に直径80(mm)の刻線を施したものもあり、これに直径80(mm)、長さ160(mm)の供試体に対応できる加圧盤も用意されている。
In addition, the said compression test apparatus is attached on the base 1 of 40 (cm) * 40 (cm), a loading apparatus main body is about 60 (kg), and a total weight is about 80 (kg).
Further, the pressure plate 5 placed on the load cell 4 is engraved with a diameter of 100 (mm) on the upper surface, and the specimen 13 having a diameter of 100 (mm) and a length of 200 (mm) is attached to the pressure plate 5. The center position is correctly held.
In addition, there are pressure plates of a size different from the above, and a surface with a score of 80 (mm) on the top surface is added. This can be applied to a specimen having a diameter of 80 (mm) and a length of 160 (mm). A platen is also available.

次に一連動作について述べると、当該供試体13をロードセル4上の加圧盤5に施された夫々の直径100(mm)又は80(mm)の位置決め刻線にサイズを合わせて設置し、供試体13の上端に載置した球座付耐圧盤6上の球体7を介して球座付耐圧盤6を反力外筒2に螺着することにより供試体13のセットは終了する。この状態でロードセル4から歪み値を反力外筒2の側面に形成したスリット9を経てリード線により外部に取り出し、データロガー12へ入力する。  Next, a series of operations will be described. The specimen 13 is installed according to the size of the positioning markings having a diameter of 100 (mm) or 80 (mm) applied to the pressure plate 5 on the load cell 4, and the specimen is tested. The setting of the specimen 13 is completed by screwing the ball bearing pressure board 6 onto the reaction force outer cylinder 2 via the ball 7 on the ball seat pressure board 6 placed on the upper end of the ball 13. In this state, the strain value is taken out from the load cell 4 through the slit 9 formed on the side surface of the reaction force outer cylinder 2 by the lead wire and input to the data logger 12.

電動油圧ポンプ11はリモートスイッチで始動、停止及び流量調整バルブを制御して、加圧速度を調整可能にしており、予想される最大荷重の3分の1における歪みを容易に計測が可能であることから、当該供試体13の静弾性係数が得られる構造となっている。供試体13に対する荷重載荷方法は、反力外筒2の上端に螺着された球座付耐圧盤6と加圧シリンダー3と荷重計測用のロードセル4のみのシンプルな構成であり、これまでのような支柱が無くなりコンパクト化できる。  The electric hydraulic pump 11 controls the start, stop, and flow rate adjusting valve with a remote switch to adjust the pressurization speed, and can easily measure distortion at one third of the maximum expected load. Therefore, the static elastic modulus of the specimen 13 is obtained. The load loading method with respect to the specimen 13 is a simple configuration including only the pressure plate 6 with a ball seat, the pressure cylinder 3 and the load cell 4 for load measurement, which are screwed onto the upper end of the reaction force outer cylinder 2. There is no such a support and it can be made compact.

セッティング用螺子蓋8を反力外筒2にしっかりと螺着し、ロードセル4の出力ケーブルと、供試体13に貼付した歪みゲージのリード線を、市販のデータロガー12等に接続し、スタンバイ状態にしておく。  Securely screw the setting screw lid 8 to the reaction tube 2 and connect the output cable of the load cell 4 and the strain gauge lead attached to the specimen 13 to a commercially available data logger 12, etc. Keep it.

電動油圧ポンプ11のスイッチをON状態にし、載荷並びに歪みの計測を開始し、供試体13が破壊すると同時に、載荷動作は自動的に終了する。  The switch of the electric hydraulic pump 11 is turned on to start loading and distortion measurement, and at the same time the specimen 13 is destroyed, the loading operation is automatically terminated.

本発明は可搬型であるため、コンクリート圧縮試験が必要な場所はもとより、前述したようなあらゆる場所でコンクリートのみならず岩石等の圧縮試験が可能であり汎用性の高い装置である。  Since the present invention is portable, it can be used not only for the concrete compression test but also for all the above-mentioned places, as well as for the compression test of rocks and the like, and is a highly versatile device.

1 台座
2 反力外筒
3 加圧シリンダー
4 ロードセル
5 下部耐圧盤
6 球座付耐圧盤
7 球体
8 セッティング用螺子蓋
9 スリット
10 セッティング用ハンドル
11 電動油圧ポンプ
12 データロガー
13 供試体
A 荷重載荷手段
B 荷重検出表示手段
C 供試体保持手段
DESCRIPTION OF SYMBOLS 1 Base 2 Reaction force outer cylinder 3 Pressurizing cylinder 4 Load cell 5 Lower pressure-resistant board 6 Pressure-resistant board 7 with a ball seat 7 Sphere 8 Setting screw lid 9 Slit 10 Setting handle 11 Electric hydraulic pump 12 Data logger 13 Specimen A Load loading means B Load detection display means C Specimen holding means

Claims (2)

台座と、反力支持部材と、下部耐圧盤と、球座付耐圧盤と、加圧シリンダーと、球体と、上部反力部材と、油圧ポンプを有する、供試体に圧縮力を加えることができる装置であって、
前記反力支持部材は、円筒の反力外筒であり、下部が前記台座に固着され、最大荷重1000(kN)を越える耐力を有し、
前記上部反力部材は、螺子蓋であり、前記反力外筒の上端に螺着され、
前記加圧シリンダーと前記下部加圧盤と前記球座付加圧盤と前記球体とは、前記反力外筒内に設置され、
前記球体は、前記球座付耐圧盤の上面中央かつ前記螺子蓋の下部に設置され、供試体を、前記下部加圧盤と前記球座付耐圧盤との間に介在させ、前記裸子蓋を前記反力外筒に螺着することにより前記球体を介して保持することが可能な、装置。
A compressive force can be applied to a specimen having a pedestal, a reaction force support member, a lower pressure plate, a pressure plate with a ball seat, a pressure cylinder, a sphere, an upper reaction force member, and a hydraulic pump. A device,
The reaction force support member is a cylindrical reaction force outer cylinder, the lower part is fixed to the pedestal, and has a proof stress exceeding a maximum load of 1000 (kN),
The upper reaction force member is a screw lid, screwed to the upper end of the reaction force outer cylinder,
The pressure cylinder, the lower pressure plate, the ball seat additional pressure plate, and the sphere are installed in the reaction force outer cylinder,
The sphere is installed in the center of the upper surface of the pressure plate with the ball seat and at the lower part of the screw lid, and a specimen is interposed between the lower pressure plate and the pressure plate with the ball seat, and the naked lid is An apparatus capable of being held via the sphere by screwing on a reaction force outer cylinder.
前記油圧ポンプは、一定速度で自動載荷でき、
前記加圧シリンダーと前記供試体との間に定置したロードセルの検出値と、前記供試体に貼り付けた歪みゲージの検出値とを、電気的に前記反力外筒の外部にあるデータロガーへ導くことができ、
前記ロードセルの検出値と前記歪みゲージの検出値とにより前記供試体の静弾性係数を得ることが可能な、請求項1に記載の装置。
The hydraulic pump can automatically load at a constant speed,
The detected value of the load cell placed between the pressurizing cylinder and the specimen and the detected value of the strain gauge attached to the specimen are electrically transferred to the data logger outside the reaction force outer cylinder. Can lead and
The apparatus according to claim 1, wherein a static elastic modulus of the specimen can be obtained from a detection value of the load cell and a detection value of the strain gauge.
JP2011157142A 2011-06-29 2011-06-29 Portable concrete compression testing machine Pending JP2013011575A (en)

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CN104833585A (en) * 2015-05-07 2015-08-12 北京交通大学 Device for testing compressive strength of railway broken stone ballast
KR101805072B1 (en) * 2016-11-21 2017-12-05 한국항공우주연구원 Method of testing linkage-strength of linking ring
CN107462467A (en) * 2017-08-14 2017-12-12 安徽德琳环保发展(集团)有限公司 A kind of ornament materials test device
CN107941268A (en) * 2017-10-31 2018-04-20 河海大学 A kind of method that concrete sample humiture is measured under constant shaft press loading effect
CN108426771A (en) * 2018-04-11 2018-08-21 佛山科学技术学院 A kind of multi-functional prestressed concrete resistance assay device
CN109459312A (en) * 2018-12-28 2019-03-12 中国电力工程顾问集团西北电力设计院有限公司 A kind of bulk solid course loading test experimental rig and evaluation method
CN110441106A (en) * 2019-08-06 2019-11-12 深圳市市政工程总公司 Inorganic binder roadbed contraction distortion test material preparation method based on building castoff
CN110823705A (en) * 2019-10-31 2020-02-21 河南理工大学 Indoor pressurization test device and method for bidirectional pressurization large-size concrete test block
CN112665999A (en) * 2020-12-24 2021-04-16 李晨 Withstand voltage test equipment
CN113281169A (en) * 2021-05-26 2021-08-20 江西省金子混凝土有限公司 Concrete placement sample intensity detection device
CN114264553A (en) * 2021-12-22 2022-04-01 武汉科技大学 Asymmetric load uniaxial compression test device

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Cited By (14)

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Publication number Priority date Publication date Assignee Title
CN103196744A (en) * 2013-03-12 2013-07-10 福建省莆田市衡力传感器有限公司 Cement fixture for testing cement endurance
JP2014215268A (en) * 2013-04-30 2014-11-17 鹿島建設株式会社 Experimental collection method of calibration curve when estimating concrete rigidity by uci method
CN104833585A (en) * 2015-05-07 2015-08-12 北京交通大学 Device for testing compressive strength of railway broken stone ballast
KR101805072B1 (en) * 2016-11-21 2017-12-05 한국항공우주연구원 Method of testing linkage-strength of linking ring
CN107462467A (en) * 2017-08-14 2017-12-12 安徽德琳环保发展(集团)有限公司 A kind of ornament materials test device
CN107941268A (en) * 2017-10-31 2018-04-20 河海大学 A kind of method that concrete sample humiture is measured under constant shaft press loading effect
CN108426771A (en) * 2018-04-11 2018-08-21 佛山科学技术学院 A kind of multi-functional prestressed concrete resistance assay device
CN109459312A (en) * 2018-12-28 2019-03-12 中国电力工程顾问集团西北电力设计院有限公司 A kind of bulk solid course loading test experimental rig and evaluation method
CN110441106A (en) * 2019-08-06 2019-11-12 深圳市市政工程总公司 Inorganic binder roadbed contraction distortion test material preparation method based on building castoff
CN110441106B (en) * 2019-08-06 2022-09-23 深圳市市政工程总公司 Preparation method of inorganic binder roadbed shrinkage deformation test piece based on construction waste
CN110823705A (en) * 2019-10-31 2020-02-21 河南理工大学 Indoor pressurization test device and method for bidirectional pressurization large-size concrete test block
CN112665999A (en) * 2020-12-24 2021-04-16 李晨 Withstand voltage test equipment
CN113281169A (en) * 2021-05-26 2021-08-20 江西省金子混凝土有限公司 Concrete placement sample intensity detection device
CN114264553A (en) * 2021-12-22 2022-04-01 武汉科技大学 Asymmetric load uniaxial compression test device

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