JPH0257858B2 - - Google Patents

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Publication number
JPH0257858B2
JPH0257858B2 JP2955584A JP2955584A JPH0257858B2 JP H0257858 B2 JPH0257858 B2 JP H0257858B2 JP 2955584 A JP2955584 A JP 2955584A JP 2955584 A JP2955584 A JP 2955584A JP H0257858 B2 JPH0257858 B2 JP H0257858B2
Authority
JP
Japan
Prior art keywords
fulcrum
support
fixed
span
movable
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP2955584A
Other languages
Japanese (ja)
Other versions
JPS60174928A (en
Inventor
Masao Amada
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MARUTO SANJU SEISAKUSHO KK
Original Assignee
MARUTO SANJU SEISAKUSHO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MARUTO SANJU SEISAKUSHO KK filed Critical MARUTO SANJU SEISAKUSHO KK
Priority to JP2955584A priority Critical patent/JPS60174928A/en
Publication of JPS60174928A publication Critical patent/JPS60174928A/en
Publication of JPH0257858B2 publication Critical patent/JPH0257858B2/ja
Granted legal-status Critical Current

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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/20Investigating strength properties of solid materials by application of mechanical stress by applying steady bending forces

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  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Description

【発明の詳細な説明】 はり構造は第20図a乃至oで示すように多種
類のものがある。即ちこれらは固定支点イ、定置
可動支点ロと水平可動支点ロ′並に弾性支点ハを
有するもので、これを例示すれば、第20図のa
ははりの両端を夫々定置可動支点ロと水平可動支
点ロ′で支持した単純はり、bは一端を定置可動
支点ロで支持し、はりの中間を水平可動支点ロ′
で支持した一端張出しはり、cははりの中間を
夫々定置可動支点ロと水平可動支点ロ′で支持し
た両端張出しはり、dは一端を定置可動支点ロで
支持し、他端と中間を水平可動支点ロ′,ロ′で支
持した二径間連続はり、eははりの一端のみを固
定支点イとした片持はり、fは一端固定他端可動
はり、gは一端固定他端可動張出しはり、hは一
端固定他端可動二径間連続はり、iは中間に屈折
点ニを形成したゲルバーはり、jは前記aにおけ
る可動支点ロ′を弾性支点ハに変えた弾性はりで
あり、k以下は弾性支点ハを使用した弾性はりの
各例を示す。
DETAILED DESCRIPTION OF THE INVENTION There are many types of beam structures as shown in FIGS. 20a to 20o. That is, these have a fixed fulcrum A, a stationary movable fulcrum B, a horizontally movable fulcrum B', and an elastic fulcrum C. For example, a in FIG.
A simple beam with both ends of the beam supported by a stationary movable fulcrum RO and a horizontal movable fulcrum RO', with one end supported by a stationary movable fulcrum RO and the middle of the beam supported by a horizontal movable fulcrum RO'.
c is a beam with one end supported by a fixed movable fulcrum B and the middle of the beam is supported by a horizontally movable fulcrum B', respectively. Two-span continuous beam supported by fulcrums A' and B', e is a cantilever beam with only one end of the beam as a fixed fulcrum A, f is a beam with one end fixed and the other end movable, g is an overhanging beam with one end fixed and the other end movable, h is a two-span continuous beam with one end fixed and the other end movable; i is a Gelbar beam with a bending point D formed in the middle; j is an elastic beam in which the movable fulcrum B' in a above is changed to an elastic fulcrum C; Examples of elastic beams using an elastic fulcrum C are shown below.

本発明はこのような多型式のはり構造を各別に
モデル的に形成して、各はり構造の力学現象を直
接に目で捉えると共にはりの撓み量、撓み角、曲
げ応力度、支点反力、影響線、ヤング係数、曲げ
モーメント図、剪断力図等の実験を簡便に行なう
ことができ土木、建築、機械関係におけるはり構
造に関する教習用としての汎用実験装置を得るこ
とを目的とするもので、床上に水平に据置し得る
実験用支持台と、該水平支持台上に沿い移動可能
で且つ所望位置に固着させ得る固定支承用、可動
支承用並に弾性支承用の三種の支点部材と、これ
ら支点部材を選択使用して支持台上に設置し、こ
れに支承させてスパンを形成させるようにした所
定寸法の供試用はりと、該供試用はりに対する集
中荷重用としての分銅、部分等分布荷重用として
のブロツク形重錘並に等分布荷重用としての所定
長さのローラーチエンと、更にスパンを形成した
供試用はりの長さ方向に沿い移動し且つ所定位置
に停止させて測定子を供試用はりと支点部材に当
接させる適数のダイヤルゲージとから成る。
In the present invention, such multi-type beam structures are formed as models for each type, and the mechanical phenomena of each beam structure can be visually observed directly, and the amount of deflection, deflection angle, degree of bending stress, fulcrum reaction force, The purpose is to obtain a general-purpose experimental device that can be used to easily conduct experiments on influence lines, Young's modulus, bending moment diagrams, shear force diagrams, etc., and can be used for training on beam structures in civil engineering, architecture, and machinery. An experimental support stand that can be placed horizontally on the floor, three types of fulcrum members that can be moved along the horizontal support stand and fixed at desired positions: fixed support, movable support, and elastic support; A test beam of a predetermined size that is installed on a support base using a selected fulcrum member and supported by it to form a span, a weight for concentrated load on the test beam, and a partially equally distributed load. A block-shaped weight for use as well as a roller chain of a predetermined length for uniformly distributed loading are used, and a test beam with a span is moved along the length and stopped at a predetermined position to provide a measuring stylus. It consists of a trial beam and an appropriate number of dial gauges that are brought into contact with the fulcrum member.

本発明の実施例を図面について説明する。 Embodiments of the present invention will be described with reference to the drawings.

図面で1は床上に設置する実験装置用の支持台
で、その脚片下部には高さ調整機構2を設け、そ
の調節により常に支持台1の上面を所定の高さに
水平に保持させて据置するようにし、支持台1の
上面には前後に間隔を存して後記する支点部材の
移動用軌道3,4を平行に設けると共に更にこれ
と平行して後記するダイヤルゲージの移動用軌道
5を設け、各軌道には夫々長さ目盛6を施した。
In the drawing, reference numeral 1 denotes a support stand for the experimental equipment installed on the floor, and a height adjustment mechanism 2 is provided at the bottom of the leg, and by adjusting the height adjustment mechanism 2, the top surface of the support stand 1 is always maintained horizontally at a predetermined height. The upper surface of the support base 1 is provided with parallel tracks 3 and 4 for moving a fulcrum member, which will be described later, with a space between the front and back, and a track 5 for moving a dial gauge, which will be described later, parallel to this. were provided, and each track was provided with a length scale 6.

供試用のはり7はその長さと幅及び厚さを実験
内容に適用できるように各種のものを用意し、又
その材質も金属、木質材或いは合成樹脂その他の
材質のものを用意し、第17図で示すように支点
部材に結着用の取付孔7aを適所に設けるもの
で、又特殊はりとして第18図で示すように中間
に蝶番による屈折部7bを有するゲルバーはり型
の供試体も用意する。
Various types of test beams 7 are prepared so that the length, width, and thickness can be applied to the experimental content, and materials of metal, wood, synthetic resin, and other materials are prepared. As shown in the figure, a mounting hole 7a for tying is provided in the fulcrum member at an appropriate location, and as a special beam, a gel bar beam type specimen having a bending part 7b formed by a hinge in the middle as shown in FIG. 18 is also prepared. .

上記供試用はり7を載架してスパンを形成する
支点部材ははり7を固定して支承するもの、可動
的に支承するもの更に弾性的に支承するものとの
三種類を使用する。
Three types of fulcrum members are used to form a span on which the test beam 7 is mounted: one that supports the beam 7 fixedly, one that supports it movably, and one that supports it elastically.

固定支点部材8は第4図および第5図で示すよ
うに受部材8aと押圧部材8b間ではり7を挾圧
固定するようにし、可動支点部材は第6図と第7
図および第8図で示すように軸受部材9aに軸片
9bを、回動自在に軸架して、該軸片9bにはり
7を止ビス9cで結着し、定位置で軸片9bが回
動できるようにしたもの9と、はり7をビスで結
着した軸片9bを軸受部材9aの長孔9d内で回
動し且つ水平動を可能にしたもの9′とし、更に
弾性支点部材10は第9図および第10図で示す
ように前記可動支点部材9,9′の下方に弾発ス
プリング10aを作用させたものである。
The fixed fulcrum member 8 clamps and fixes the beam 7 between the receiving member 8a and the pressing member 8b as shown in FIGS. 4 and 5, and the movable fulcrum member is shown in FIGS. 6 and 7.
As shown in FIG. 8 and FIG. 8, a shaft piece 9b is rotatably mounted on a bearing member 9a, a beam 7 is fastened to the shaft piece 9b with a set screw 9c, and the shaft piece 9b is fixed at a fixed position. There is a shaft piece 9 which can be rotated, a shaft piece 9b made by connecting the beam 7 with a screw, and a shaft piece 9' which can be rotated and horizontally moved within the elongated hole 9d of the bearing member 9a. 10, as shown in FIGS. 9 and 10, an elastic spring 10a is applied below the movable fulcrum members 9, 9'.

そしてこれら3種類の支部部材8,9,10
は、第4図乃至第10図で示すように押圧部材8
bと軸受部材9aとを支点取付片11に対し止螺
子12により着脱自在に結着して使用するように
し、且つ支点取付片11は下面に結着した軸材1
3を基板14と一体の基筒15に挿通させて上下
動できるように設け、固定支点部材8と可動支点
部材9,9′は支点取付片11と基筒15との間
に2個の螺筒16a,16bを螺合して構成した
伸縮筒16を介在させてその伸縮調整により取付
片11に結着した支点部材8,9,9′の高さを
調節し得るようにし、弾性支点部材10は該伸縮
筒16に代えて弾発スプリング10aを介在させ
て上下方向の弾性を許容し得るようにし、各支点
部材8,9,10の基板14の下面に沿わせて保
持板17を止螺子18で取付け、基板14と該保
持板17とで支持台1上部に形成した軌道3,4
を挾持し、該軌道の長さ方向に移動させ且つ任意
位置で止螺子18の締付けにより基板14と保持
板17を軌道に結着固定させ得るようにしてはり
7に対する支点位置を任意に設定できるようにし
た。
And these three types of branch members 8, 9, 10
As shown in FIGS. 4 to 10, the pressing member 8
b and the bearing member 9a are used by being removably connected to the fulcrum mounting piece 11 with a locking screw 12, and the fulcrum mounting piece 11 is connected to the shaft member 1 which is connected to the lower surface of the bearing member 9a.
The fixed fulcrum member 8 and the movable fulcrum members 9, 9' are provided with two screws between the fulcrum mounting piece 11 and the base cylinder 15. The height of the fulcrum members 8, 9, 9' connected to the mounting piece 11 can be adjusted by adjusting the expansion and contraction of the telescopic cylinder 16 formed by screwing together the cylinders 16a and 16b. In 10, an elastic spring 10a is interposed in place of the telescopic tube 16 to allow elasticity in the vertical direction, and the holding plate 17 is stopped along the lower surface of the base plate 14 of each fulcrum member 8, 9, 10. Tracks 3 and 4 are attached with screws 18 and formed on the upper part of the support base 1 by the substrate 14 and the holding plate 17.
The fulcrum position relative to the beam 7 can be set arbitrarily by holding the base plate 14 and the holding plate 17 together and fixing them to the track by moving the base plate 14 in the length direction of the track and tightening the set screw 18 at an arbitrary position. I did it like that.

尚、各支点部材8,9,10の軸材13の下端
に設けた鈎片19に重錘を吊下することにより実
験操作中に支点部材が上方に飛上ることのないよ
うにする。
Incidentally, by suspending a weight from a hook piece 19 provided at the lower end of the shaft member 13 of each fulcrum member 8, 9, 10, the fulcrum member is prevented from flying upward during the experimental operation.

支点部材8,9,10に載架支承させてスパン
を形成したはり7に対する荷重附加手段としては
次の三種とした。即ち集中荷重用として第11図
で示すような所定重さの分銅20の複数個、部分
等分布荷重用としては第12図で示すように所定
重さのブロツク型重錘21の多数個、又等分布荷
重用としては第14図で示すように所定長さのロ
ーラーチエン22の一条又は複数条を平面状に連
結したものを使用する。
The following three types of load application means were used for the beam 7 which was supported on the fulcrum members 8, 9, and 10 to form a span. That is, for concentrated loads, a plurality of weights 20 of a predetermined weight as shown in FIG. 11 are used; for partially uniformly distributed loads, a plurality of block type weights 21 of a predetermined weight are used as shown in FIG. 12; For uniformly distributed loads, one or more roller chains 22 of a predetermined length are connected in a planar manner as shown in FIG. 14.

尚、分銅20は第2図で示すようにスパンを形
成したはり7に第16図で示す掛環23を取付け
し、これに吊下した分銅受24に支持させて使用
する。又ブロツク型重錘21は第13図で示すよ
うにはり7上の所定長さに亘り隣接させて載架す
るもので、この際はり7の撓みによつて隣接する
ブロツク間に摩擦による拘束が、生じないように
重錘21の一側又は両側をテーパー面とすること
が望ましい。更にローラーチエン22は第15図
で示すようにはり7のスパン有効長さに適応する
長さとして、これをはり7の長さ方向に沿つて乗
せるもので、その複数条を重ねて乗せる場合には
第15図で示すように重合部間に膜材25を介在
させて重合したチエン22のローラーが確実に上
下に重合するようにして長さ方向において均等な
荷重分布とすることが望ましく、又このローラー
チエンを公知の手段により適当長さに分解できる
ようにしておけばブロツク型重錘21と同様に部
分等分布荷重用としても利用できる。各種力学的
数値を検測するダイヤルゲージ26は、支持台1
上の軌道5に沿つてはり7の長さ方向に自由に移
動し且つ止螺子27で定位置に固定し得る摺動部
材28に立てた支柱29の横杆30に取付ける。
ダイヤルゲージ26ははり7の長さ方向において
複数個設け、その測定子31を第6図で示すよう
にはり7上面に接触させ或いは第4図示のように
各支点部材8,9,10に固定した受片32面上
に接触させ例えばはり7の撓み量或いは支点反力
等を検測するもので、その高さ並に前後位置は各
個自由に調節し得るようにした。以上の構成部材
から成る本発明は第1図乃至第3図で示されるよ
うに支持台1上の軌道3,4,5において固定支
点部材8、可動支点部材9,9′並に弾性支点部
材10を実験内容に応じ適当なものを選択して、
これを所望の配置に移動固定し、供試体はり7の
適当なものを選択してこれを位置決めした支点部
材に支承させて固定支点部材8には受部材8aと
押圧部材8b間ではり7を挾持して固定し、可動
支点部材9,9′および弾性支点部材10におい
てははり7を夫々の軸片9bに対しビス9cで結
着してスパンを形成させ、次で集中荷重として分
銅20、部分等分布荷重として適数のブロツク型
重錘21、更に等分布荷重としては所定長さのロ
ーラーチエン22の適数条を乗せて、はり7に対
し荷重が附加された状態を現出し、該荷重によつ
て変化する力学的現象を直接視覚により観測して
はり構造の理論を目前で会得し、且つダイヤルゲ
ージ26を軌道5に沿い検測すべきはり7の長さ
方向に移動して所望個所における撓み量、或いは
支点応力を検測し、更にストレンゲージを貼着し
て曲げ応力等の測定を行ない或いは光てこの利用
によつて撓み角の測定その他影響線、ヤング係数
更に複数のダイヤルゲージ26によりはり7の長
さ方向における各位置の数値の検出によつてはり
7の長さ方向における曲げモーメント図又は剪断
力図の態形を知ることができるもので、第20図
で例示するような凡ゆるはり構造の力学的実験を
一装置によつて容易に行い得る。
The weight 20 is used by attaching a hanging ring 23 shown in FIG. 16 to a beam 7 formed with a span as shown in FIG. 2, and supporting it on a weight receiver 24 suspended from this. In addition, as shown in FIG. 13, the block type weights 21 are placed adjacent to each other over a predetermined length on a beam 7, and in this case, due to the deflection of the beam 7, frictional restraint is created between adjacent blocks. It is desirable that one or both sides of the weight 21 have a tapered surface to prevent this from occurring. Furthermore, the roller chain 22 has a length that corresponds to the effective span length of the beam 7, as shown in FIG. 15, and is mounted along the length direction of the beam 7. As shown in FIG. 15, it is preferable to interpose a membrane material 25 between the polymerized parts to ensure that the rollers of the polymerized chain 22 are vertically polymerized so that the load is distributed evenly in the length direction. If this roller chain can be disassembled into appropriate lengths by known means, it can be used for equally distributed loads in the same manner as the block type weight 21. A dial gauge 26 for measuring various mechanical values is mounted on the support base 1.
It is attached to a transverse rod 30 of a post 29 erected on a sliding member 28 which can move freely along the upper track 5 in the length direction of the beam 7 and can be fixed in position with a locking screw 27.
A plurality of dial gauges 26 are provided in the length direction of the beam 7, and the measuring point 31 thereof is brought into contact with the top surface of the beam 7 as shown in FIG. 6, or fixed to each fulcrum member 8, 9, 10 as shown in FIG. 4. For example, the amount of deflection of the beam 7 or the reaction force of the fulcrum is measured by making contact with the surface of the receiving piece 32, and the height and longitudinal position of the beam 7 can be adjusted freely. As shown in FIGS. 1 to 3, the present invention comprises a fixed fulcrum member 8, a movable fulcrum member 9, 9', and an elastic fulcrum member on the tracks 3, 4, 5 on the support base 1. 10, select the appropriate one according to the content of the experiment,
Move and fix this to a desired location, select an appropriate specimen beam 7, and support it on the positioned fulcrum member. They are clamped and fixed, and the beams 7 are connected to the respective shaft pieces 9b with screws 9c in the movable fulcrum members 9, 9' and the elastic fulcrum members 10 to form a span, and then the weights 20, An appropriate number of block-type weights 21 are placed as a partially uniformly distributed load, and an appropriate number of roller chains 22 of a predetermined length are placed as a uniformly distributed load to create a state in which a load is applied to the beam 7. By directly visually observing the mechanical phenomena that change depending on the load, we learned the theory of the beam structure, and by moving the dial gauge 26 along the track 5 in the length direction of the beam 7 to be inspected. Measure the amount of deflection or fulcrum stress at a desired location, and then attach a strain gauge to measure bending stress, etc., or use an optical lever to measure the deflection angle, influence line, Young's modulus, and more. By detecting numerical values at each position in the longitudinal direction of the beam 7 using the dial gauge 26, it is possible to know the form of the bending moment diagram or shear force diagram in the longitudinal direction of the beam 7, as illustrated in FIG. Mechanical experiments of all kinds of beam structures can be easily performed with one device.

尚、第19図のAは、第20図におけるaの単
純はり構造を実験の対象とし集中荷重の分銅20
を作用させた場合、Bは同dの二径間連続はり構
造を対象として部分等分布荷重用のブロツク型重
錘21を作用させた場合、又Cは同eの片持はり
を対象として等分布荷重としてローラーチエン2
2を作用させ且つその撓み角を検測するためはり
7の遊端にミラー32を乗せその上下の移動を光
てこの利用によりスケール33を介在させて検測
する態様を示し、更にDは同iのゲルバーはり、
Eは同cの弾性はりの夫々実験態様を示した。
Note that A in Fig. 19 is for the simple beam structure a in Fig. 20, and the concentrated load weight 20
B is when the block type weight 21 for partially uniformly distributed load is applied to the two-span continuous beam structure of d, and C is the case when the cantilever beam of e is the target. Roller chain 2 as distributed load
2 and to measure its deflection angle, a mirror 32 is placed on the free end of the beam 7, and its vertical movement is measured using a lever, with a scale 33 interposed, and D is the same. i's gelbar beam,
E shows the experimental mode of the elastic beam shown in c.

このように本発明によるときは長さと幅を変え
た数種類の供試体はりと、固定、可動並に弾性の
三種類の支点部材と、集中荷重として分銅、部分
等分布荷重としてブロツク型重錘と、等分荷重と
してローラーチエンを使用し実験用支持台上に選
択した支点部材を設定位置に配置してこれに選択
した供試体はりを支架させてスパンを形成させる
と共に前記三種の荷重の適当なものを使用又は併
用して負荷させることにより支持台上に凡ゆるは
り構造に関する力学的実験装置をモデル的に形成
し得るから各種はりの力学上の理論と荷重による
はりの変動を容易に把握し得て土木、建築、機械
のはり構造の研究、学習用として極めて有用であ
り、しかもその構成は比較的簡潔で低廉であり又
取扱操作も容易簡便である効果を有する。
In this way, according to the present invention, several types of specimen beams with different lengths and widths, three types of fulcrum members (fixed, movable, and elastic), weights for concentrated loads, and block-type weights for partially uniformly distributed loads are used. Using a roller chain to distribute the load equally, the selected fulcrum member is placed at the set position on the experimental support stand, and the selected specimen beam is supported on it to form a span, and the appropriate load of the three types mentioned above is applied. It is possible to create a mechanical experimental device for any type of beam structure on a support stand by using or using a combination of objects to load the beam, so it is easy to understand the mechanical theory of various beams and the fluctuations of beams due to loads. As a result, it is extremely useful for research and learning of beam structures in civil engineering, architecture, and machinery.Moreover, its structure is relatively simple and inexpensive, and its handling and operation are easy and convenient.

【図面の簡単な説明】[Brief explanation of drawings]

図面は本発明装置の実施態様を示すもので、第
1図は装置全体の平面図、第2図は正面図、第3
図は側面図、第4図は固定支点部材の截断側面
図、第5図は截断正面図、第6図は可動支点部材
の截断側面図、第7図は定置可動支点部材の正面
図、第8図は水平可動支点部材の正面図、第9図
は弾性支点部材の側面図、第10図はその正面
図、第11図は分銅の斜視図、第12図はブロツ
ク型重錘の斜視図、第13図はブロツク型重錘の
使用状態の正面図、第14図はローラーチエンの
平面図、第15図はその使用状態の正面図、第1
6図は分銅吊下用掛環の斜視図、第17図は供試
体はりの一例を示す斜視図、第18図はゲルバー
はりの斜視図、第19図は本発明による実験装置
の態様を示す正面図、第20図ははり構造の種類
を例示した正面線図である。 1……実験用支持台、3,4,5……軌道、7
……供試体はり、8……固定支点部材、9,9′
……可動支点部材、10……弾性支点部材、20
……分銅、21……ブロツク型重錘、22……ロ
ーラーチエン、26……ダイヤルゲージ、31…
…測定子。
The drawings show an embodiment of the device of the present invention, and FIG. 1 is a plan view of the entire device, FIG. 2 is a front view, and FIG.
4 is a cutaway side view of the fixed fulcrum member, FIG. 5 is a cutaway front view, FIG. 6 is a cutaway side view of the movable fulcrum member, and FIG. 7 is a front view of the stationary movable fulcrum member. Figure 8 is a front view of the horizontal movable fulcrum member, Figure 9 is a side view of the elastic fulcrum member, Figure 10 is its front view, Figure 11 is a perspective view of the weight, and Figure 12 is a perspective view of the block type weight. , FIG. 13 is a front view of the block type weight in use, FIG. 14 is a plan view of the roller chain, FIG. 15 is a front view of the block type weight in use, and
Fig. 6 is a perspective view of a ring for hanging weights, Fig. 17 is a perspective view showing an example of a specimen beam, Fig. 18 is a perspective view of a Gelber beam, and Fig. 19 shows an embodiment of the experimental apparatus according to the present invention. Front view, FIG. 20 is a front diagram illustrating the types of beam structures. 1... Experimental support stand, 3, 4, 5... Orbit, 7
...Specimen beam, 8...Fixed fulcrum member, 9,9'
...Movable fulcrum member, 10...Elastic fulcrum member, 20
... Weight, 21 ... Block type weight, 22 ... Roller chain, 26 ... Dial gauge, 31 ...
...Measuring head.

Claims (1)

【特許請求の範囲】[Claims] 1 床上に水平に据置し得る実験用支持台と、該
水平支持台上に沿い移動可能で且つ所望位置に固
着させ得る固定支承用、可動支承用並に弾性支承
用の三種の支点部材と、これら支点部材を選択使
用して支持台上に設置し、これに支承させてスパ
ンを形成させるようにした所定寸法の供試用はり
と、該供試用はりに対する集中荷重用としての分
銅、部分等分布荷重用としてのブロツク形重錘並
に等分布荷重用としての所定長さのローラーチエ
ンと、更にスパンを形成した供試用はりの長さ方
向に沿い移動し且つ所定位置に停止させて測定子
を供試用はりと支点部材に当接させる適数のダイ
ヤルゲージとから成るはり構造の力学実験装置。
1. An experimental support stand that can be placed horizontally on the floor; three types of fulcrum members for fixed support, movable support, and elastic support that can be moved along the horizontal support and fixed at desired positions; A test beam of a predetermined size is installed on a support base by selectively using these fulcrum members and supported by it to form a span, and distribution of weights, parts, etc. for concentrated loads on the test beam. A block-type weight for loading, a roller chain of a predetermined length for uniformly distributed loading, and a test beam with a span are moved along the length and stopped at a predetermined position to set the measuring head. A mechanical experimental device with a beam structure consisting of a test beam and an appropriate number of dial gauges that are brought into contact with a fulcrum member.
JP2955584A 1984-02-21 1984-02-21 Dynamic experimental apparatus of beam structure Granted JPS60174928A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2955584A JPS60174928A (en) 1984-02-21 1984-02-21 Dynamic experimental apparatus of beam structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2955584A JPS60174928A (en) 1984-02-21 1984-02-21 Dynamic experimental apparatus of beam structure

Publications (2)

Publication Number Publication Date
JPS60174928A JPS60174928A (en) 1985-09-09
JPH0257858B2 true JPH0257858B2 (en) 1990-12-06

Family

ID=12279387

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2955584A Granted JPS60174928A (en) 1984-02-21 1984-02-21 Dynamic experimental apparatus of beam structure

Country Status (1)

Country Link
JP (1) JPS60174928A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102435492A (en) * 2011-12-02 2012-05-02 中联重科股份有限公司 Loading equipment of arm support of engineering machinery
DE102013103130A1 (en) * 2013-03-27 2014-10-02 Dr. Ing. H.C. F. Porsche Aktiengesellschaft Testing device for bending test of a carrier
CN105776055A (en) * 2016-05-23 2016-07-20 徐工集团工程机械股份有限公司 Cantilever crane installing and supporting device and cantilever crane assembling method

Also Published As

Publication number Publication date
JPS60174928A (en) 1985-09-09

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