JPS60174928A - Dynamic experimental apparatus of beam structure - Google Patents

Dynamic experimental apparatus of beam structure

Info

Publication number
JPS60174928A
JPS60174928A JP2955584A JP2955584A JPS60174928A JP S60174928 A JPS60174928 A JP S60174928A JP 2955584 A JP2955584 A JP 2955584A JP 2955584 A JP2955584 A JP 2955584A JP S60174928 A JPS60174928 A JP S60174928A
Authority
JP
Japan
Prior art keywords
fulcrum
fixed
fulcrum member
support
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.)
Granted
Application number
JP2955584A
Other languages
Japanese (ja)
Other versions
JPH0257858B2 (en
Inventor
Masao Amada
尼田 正男
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 SANYU SEISAKUSHO KK
Original Assignee
MARUTO SANYU 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 SANYU SEISAKUSHO KK filed Critical MARUTO SANYU 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

Links

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)

Abstract

PURPOSE:To visually grasp the dynamic phenomenon of a multi-type beam structure and to make it possible to perform various experiments, by providing an experimental support table and three kinds of fixed, movable and elastic support fulcrum members. CONSTITUTION:A proper fulcrum member is selected from a fixed fulcrum member 8, a movable fulcrum member 9 and an elastic fulcrum member 10 on the tracks 3-5 of a support table 1 corresponding to experimental content and moved to be fixed to a desired position to be arranged while a proper beam 7 to be tested is selected and supported by the fulcrum member of which the position is determined. Subsequently, a state, such that load is applied to the beam 7 by a wt. 20 as concentration load, is developed and the dynamic phenomenon changed by said load is directly observed by eyesight to visually grasp the theory of the beam structure while a dial gauge 26 is moved to the longitudinal direction of the beam 7 to be tested along the track 5 to measure the distortion amount or fulcrum strain of said beam 7 at a desired place and, further, a strain gauge is adhered to perform the measurement of flexural strain.

Description

【発明の詳細な説明】 はり構造は第20図&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、定置可動支点口と水
平可動支点口並に弾性支点へを有するもので、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
点四と水平可動支点口で支持した単純はり、bは一端を
定置可動支点口で支持し、はりの中間を水平可動支点ν
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P1と水平可動支点口で支持した両端張出しは
り、dは一端を定置可動支点口で支持し、他端と中間を
水平可動支点一端のみを固定支点イとした片持はり、で
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、1は中間
に屈折点二を形成したゲルバーはり、jは前記aにおけ
る可動支点口を弾性支点へ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. In other words, these have a fixed fulcrum A, a fixed movable fulcrum opening, a horizontally movable fulcrum opening, and an elastic fulcrum. A simple beam supported by a fulcrum opening, b has one end supported by a stationary movable fulcrum opening, and the middle of the beam is a horizontal movable fulcrum ν.
C is a beam with one end supported by a fixed movable fulcrum, C is a beam with both ends supported by a stationary movable fulcrum P1 and a horizontal movable fulcrum mouth, and d is a beam supported at one end by a fixed movable fulcrum mouth, and the other end and the middle of the beam are supported by a horizontal movable fulcrum. A cantilever beam with only one end as a fixed fulcrum A, where one end is fixed and the other end is movable, g is a beam with one end fixed and the other end movable, and h is a two-span continuous beam with one end fixed and the other end movable. j is an elastic beam in which the movable fulcrum opening in a was changed to an elastic fulcrum, and k
Below are examples of elastic beams using elastic fulcrums.

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t
−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、可動支承用益に
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つと、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
重用としてのブロッ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ェンと、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。
The present invention forms such multi-type beam structures individually as models to directly visually observe the mechanical phenomena of each beam structure, and also to determine the amount of beam deflection, deflection angle, degree of bending stress, fulcrum reaction force,
A general-purpose experimental device that can easily conduct experiments such as 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 that can be placed horizontally on the floor, a fixed support that can be moved along the horizontal support and fixed at a desired position, and an elastic support that can be used as a movable support. three types of fulcrum members for use, a test beam of a predetermined size that is installed on a support stand by selectively using these fulcrum members, and is supported by this to form a span, and a concentrated load on the test beam. A block-type weight for partially uniformly distributed loads, a roller chain of a predetermined length for uniformly distributed loads, and a test beam with a span that moves along the length of the test beam for a predetermined load. It consists of an appropriate number of dial gauges that are stopped at a certain position so that the measuring probe comes into contact with a test beam and a 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)ヲ設け、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) ’に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, (1) is a support stand for the experimental equipment installed on the floor.
A height adjustment mechanism (2) is provided at the bottom of the leg piece, and by adjusting the height adjustment mechanism (2), the upper surface of the support base (1) is always maintained horizontally at a predetermined height, and the upper surface of the support base (1) There is a trajectory (3) for moving the fulcrum member, which will be described later, with an interval in the front and rear.
(4) A track (5) for moving a dial gauge, which will be described later, was provided parallel to the track (5), and a length scale (6) was provided on each track.

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178!J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、又特殊はっとして第
18図で示すように中間に蝶番による屈折部(7b)’
5=有するゲルバーはり型の供試体も用意する。
A variety of test beams (7) were prepared so that the length, width, and thickness could be applied to the experimental content, and the materials were made of metal, wood, synthetic resin, and other materials. No. 178! As shown in J, the fulcrum member is provided with a mounting hole (7a) for fastening at the appropriate location, and a bent part (7b) with a hinge is provided in the middle as shown in Fig. 18.
A gel bar beam type specimen having 5= is also prepared.

上記供試用はり(力を載架してスパンを形成する支点部
材ははり(力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 beams are used for the test: those that support the force in a fixed manner, those that support the force movably, and those that support the force 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)と抑圧部材(8b)間ではり(7)ヲ挾
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)□ に細片(
9b)を、回動自在に軸架して、該細片(9b)にはり
(7)を化ビス(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(
力をビスで結着した細片(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(田は第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)’ic作用させ友ものであ
る。
The fixed fulcrum member (8) is fixed by clamping the beam (7) between the receiving member (8a) and the suppressing member (8b) as shown in FIGS. 4 and 5, and the movable fulcrum member is fixed as shown in FIG. 6. As shown in Fig. 7 and Fig. 8, a strip (
9b) is rotatably mounted on a shaft, and the beam (7) is fastened to the strip (9b) with a screw (9C), so that the shaft piece (9b) can rotate in a fixed position. (9) and a beam (
A thin piece (9b) whose force is connected with a screw can be rotated within the elongated hole (9d) of the bearing member (9a) and made horizontal movement possible (
9), and an elastic fulcrum member (Fig. 9 and 10).
As shown in the figure, an elastic spring (10a)'ic is applied below the movable fulcrum member (9).

そしてこれら3種類の支部部材(81(9) Qlは、
第4図乃至第10図で示すように押圧部材(8b)と軸
受部材(9a)とを支点取付片aυに対し止螺子醤によ
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(lυは下面に結着した軸材a3會基板Iと一体の基
筒α9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
a〃と基筒a!9との開に2個の鎖部(16a) (1
6b) ’51: m 合L テ構成シタ伸縮筒(le
 vi−介在させてその伸縮調整により取付片αυ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Qlは該伸縮筒(IQに代え
て弾発スプリング(10a)t−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) <93
 (1(10基板α4の下面に沿わせて保持板αηを止
螺子OFjで取付け、基板α4と該保持板(1?)とで
支持台(1)上部に形成した軌道(3) (4) *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QBの締付けにより基板(14)と保持板(L7)1
に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 (81(9) Ql are
As shown in FIGS. 4 to 10, the pressing member (8b) and the bearing member (9a) are used by being removably connected to the fulcrum mounting piece aυ with a locking screw, and the fulcrum mounting piece (lυ is installed so that it can be moved up and down by inserting it into the base cylinder α9 that is integrated with the shaft member a3 board I that is attached to the lower surface, and the fixed fulcrum member (8) and the movable fulcrum member (9) (9) are attached to the fulcrum. Two chain parts (16a) (1
6b) '51: M combination L Te configuration bottom telescopic cylinder (le
vi- The height of the fulcrum member (8) (9) (9) connected to the mounting piece αυ can be adjusted by interposing the elastic fulcrum member (8) (9) (9) by adjusting the elasticity of the elastic tube (instead of IQ). The spring (10a) is interposed to allow elasticity in the vertical direction, and each fulcrum member (8) <93
(1 (10) Attach the holding plate αη along the bottom surface of the board α4 with a set screw OFj, and form a track (3) (4) on the top of the support base (1) with the board α4 and the holding plate (1?) *By holding the board (14) and the holding plate (L7) 1 in the lengthwise direction of the track, and tightening the set screw QB at an arbitrary position.
The fulcrum position for the beam (7) can be arbitrarily set so that it can be fixed to the track.

尚1各文点部材(8) (9) Qlの軸材(13の下
端に設けた鉤片(11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。
In addition, by suspending a weight from the hook piece (11) provided at the lower end of each point member (8) (9) of Ql (13), it is possible to prevent the fulcrum member from flying upward during the experimental operation. Make sure not to.

支点部材(8) (9)α〔に載架支承させてスパンを
形成したはり(力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−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ック型重錘Qυの
多数個、又等分布荷重用としてキ÷;は@141ffl
で示すように所定長さの四−ラーチェン(2)の−条又
は複数条を平面状に連結したものを使用する。
A beam supported on a fulcrum member (8) (9) α to form a span (the following three types of load application means were used. Namely, a predetermined weight as shown in Fig. 11 for concentrated load) For a partially uniformly distributed load, a large number of block-type weights Qυ of a predetermined weight as shown in Fig. 12, and for a uniformly distributed load, a key ÷; is @141ffl.
As shown in the figure, a four-wire chain (2) of a predetermined length or a plurality of strips connected in a plane is used.

尚、分銅(至)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fR(ハ)を取付けし、
これに吊下した分銅受(至)に支持させて使用する。
In addition, for the weight (to), attach the hook fR (c) shown in Fig. 16 to the beam (7) with a span formed as shown in Fig. 2.
It is used by supporting it on a weight holder suspended from this.

又ブロック型重錘(2fJは第13図で示すようKはり
(力士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)の撓みによって5I接する1四ツク間に
摩擦による拘束が、生じないように重錘QI)の−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
ーチェン(ハ)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)
の長さ方向に沿って乗せるもので、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(
ハ)を介在させて重合したチェン(23の四−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ν−ラーチェン
を公知の手段により適当長さに分解できるようにしてi
けはプ覧ツク型重錘(21j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(至)は、支持台(1)上の軌道(5)に沿っ
てはり(7)の長さ方向に自由に移動し且つ止螺子鰭で
定位置に固定し得る摺動部材弼に立てた支柱−の横杆備
に取付ける。ダイヤルゲージ■ははり(力の長さ方向に
おいて複数個設け、その測定子clut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) Hに固定した受片(32面
上に接触させ例えばはり(力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。
In addition, a block-type weight (2fJ is a K-beam (as shown in Figure 13) that is placed adjacent to the sumo wrestler over a predetermined length, and in this case, the deflection of the beam (7) causes friction between the 5I and the 14-beams in contact with each other. It is desirable to have a tapered surface on the negative side or both sides of the weight QI) so as not to cause restraint due to Glue this to the appropriate length (7)
When multiple strips are stacked, as shown in Figure 15, a membrane material (
c) It is desirable to ensure that the 4-rings (23) overlap vertically so that the load is distributed evenly in the length direction. Make it possible to decompose it into lengths i
This is a preview type weight (like 21j, it can also be used for partially uniformly distributed loads. The dial gauge (to) for measuring various mechanical values is attached to the track (5) on the support base (1). The dial gauge ■ is attached to the horizontal beam (force A plurality of measuring points are provided in the length direction, and the contact piece (7) is fixed to the upper surface of the beam (7) as shown in Figure 6, or to each fulcrum member (8) (9) H as shown in Figure 4. For example, a beam (for measuring the amount of deflection of force or fulcrum reaction force, etc.) is placed in contact with 32 surfaces, and its height and longitudinal position can be adjusted freely.

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Qlt−実験内容に応じ適当の
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
(1Gにおいてははり(7) t−夫々の細片(9b)
に対しビス(9o)で結着してスパンを形成させ、次で
集中荷重として分銅(至)、部分等分布荷重として適数
のブロック型重錘(財)、更に等分布荷“重としては所
定長さのローラーチェン1221の適数条を乗せて、は
り(力に対し荷重が附〃口された状態を現出し、該荷重
によって変化する力学的現象t−直接視覚により観測し
てはりm造の理論を目前で会得し、且つダイヤルゲージ
ミニ2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
を検測の測定を行ない或いは光てこの利用によって撓み
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(至)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ってはり(7)の長さ方向おける曲
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って容易に行い得る。
The present invention, which consists of the above-mentioned components, has tracks (3) (4) (5) on a support base (1) as shown in FIGS. 1 to 3.
), the fixed fulcrum member (8) and the movable fulcrum member (9)
+9) Also, the elastic fulcrum member Qlt - Select an appropriate one according to the content of the experiment, move and fix it to the desired position, and select an appropriate fulcrum member for the specimen beam (7) and position it as the fulcrum. The fixed fulcrum member (8) is supported by the member, and the beam (7) is clamped and fixed between the receiving member (8a) and the pressing member (8b), and the movable fulcrum member (9) (9) and the elastic fulcrum member (In 1G, beam (7) t-each strip (9b)
Then, connect them with screws (9o) to form a span, then use a weight as a concentrated load, an appropriate number of block-type weights as a partially uniformly distributed load, and then a uniformly distributed load as a weight. By placing an appropriate number of roller chains 1221 of a predetermined length on the beam, a state in which a load is applied to the force is created, and the mechanical phenomenon that changes depending on the load is observed directly visually. You will be able to understand the theory of construction, and also move along the dial gauge mini 2 track (5) in the length direction of the beam (7) to be inspected to measure the amount of deflection or fulcrum stress at the desired location. The length of the beam (7) can be determined by measuring the angle of deflection or by using an optical lever, determining the influence line, Young's coefficient, and detecting the numerical value at each position in the length direction of the beam (7) using a plurality of dial gauges. The form of the bending moment diagram or shear force diagram in the transverse direction can be known, and mechanical experiments of all beam structures such as the one illustrated in FIG. 20 can be easily performed using 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−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
布荷重用のブロック型重錘(財)を作用させた場合、又
0は同eの片持はりを対象として等分布荷重としてロー
ラーチェン(221t−作用させ且つその撓み角を検測
するためはり(力の遊端にミラーQ′t−来せその上下
の移動を光てこの利用によりスケールC1〜を介在すせ
て検測する態様を示し、更にpは同1のゲルバーはり、
Eは同00弾性はうの夫々実験態様をこのように本発明
によるときは長さと幅を変えた数種類の供試体はつと、
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ック型重錘と、等
分荷重としてローラチェ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床であり
又取扱操作も容易簡便である効果を有する。
In addition, A in Fig. 19 is the simple beam structure shown in Fig. 20 a when a concentrated load weight is applied, and B is the part etc. in the two-span continuous beam structure shown in d. When a block-type weight (goods) for a distributed load is applied, or when a roller chain (221t-) is applied as an evenly distributed load on a cantilever beam of the same e (This shows a mode in which a mirror Q't- is placed at the free end of the force and its vertical movement is measured by using a light lever with a scale C1 ~ interposed, and p is the gel bar of the same 1.
In this way, according to the present invention, several types of specimens with different lengths and widths were used.
Using three types of fulcrum members: fixed, movable, and elastic, a weight for concentrated load, a block-type weight for partially equally distributed load, and a roller chain for equally distributed load, the selected fulcrum member was placed on the experimental support stand. By placing the selected specimen beam at a set position and supporting it to form a span, and by applying an appropriate load of the three types mentioned above or using a combination thereof, the beam can be placed on the support stand in a loose structure. Since it is possible to form a mechanical experimental device as a model, it is possible to easily understand the mechanical theory of various beams and the fluctuations of beams due to loads, making it extremely useful for research and learning of beam structures in civil engineering, architecture, and machinery. Moreover, the structure is relatively simple and low-profile, and the handling operation is easy and simple.

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

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裁断側面図、第5図は裁断正面図
、第6図は可動支点部材の裁断側面図、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1D図はその正
面図、第11図は分銅の斜視図、第12図はブロック型
重錘の斜視図、第15図はブロック型重錘の使用状態の
正面図、第14図はp−ラーチェンの平面図、第15p
Aはその使用状態の正面図、第16図は分銅吊下用指環
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
の権類を例示した正面線図である。 (1)・・・実験用支持台 (3バ4) (5)・・・
軌道 (7)・・・供試朱まり(8)・・・固定支点部
材 (9) (9)・・・可動支点部材部・・・弾性支
点部材 (21・・・分銅ta・・六ツク型重錘(2り
・・・ローラーチェン (2)・・・ダイヤルゲージ 
Gυ・・・測定子”H2S 、69− 第19図 に1 n 0
The drawings show an embodiment of the device of the present invention; FIG. 1 is a plan view of the entire device, FIG. 2 is a front view, FIG. 3 is a side view, FIG. 4 is a cutaway side view of the fixed fulcrum member, and FIG. Figure 5 is a cut front view, Figure 6 is a cut side view of the movable fulcrum member, Figure 7 is a front view of the stationary movable fulcrum member, Figure 8 is a front view of the horizontally movable fulcrum member, and Figure 9 is the elastic fulcrum member. Figure 1D is a front view of the weight, Figure 11 is a perspective view of the weight, Figure 12 is a perspective view of the block type weight, Figure 15 is a front view of the block type weight in use, and Figure 14 is a front view of the weight. The figure is a plan view of P-Rachen, 15th page.
A is a front view of the device in use, FIG. 16 is a perspective view of a ring for hanging weights, and FIG. 17 is a perspective view of an example of a specimen beam.
FIG. 18 is a perspective view of the Gelber beam, FIG. 19 is a front view showing an aspect of the experimental apparatus according to the present invention, and FIG. 20 is a front line view illustrating the rights of the beam structure. (1)... Experimental support stand (3 bars 4) (5)...
Track (7)... Test vermilion (8)... Fixed fulcrum member (9) (9)... Movable fulcrum member part... Elastic fulcrum member (21... Weight ta... Rokutsuku Type weight (2ri...Roller chain (2)...Dial gauge
Gυ... Measuring element "H2S, 69- 1 n 0 in Fig. 19

Claims (1)

【特許請求の範囲】[Claims] 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
供試用はつと、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ック形重錘並に
等分布荷重用としての所定長さのp−ラーチェンと、更
にスパンを形成した供試用はう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。
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 stand 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. Measurement was carried out by moving along the length of a block-shaped weight for loading, a p-ler chain of a predetermined length for uniformly distributed loading, and a test hull with a span formed, and stopping at a predetermined position. A mechanical experimental device with a beam structure consisting of a test beam and an appropriate number of dial gauges that bring the child 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 true JPS60174928A (en) 1985-09-09
JPH0257858B2 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)

Cited By (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 for boom of construction 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

Cited By (4)

* 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 for boom of construction machinery
WO2013078922A1 (en) * 2011-12-02 2013-06-06 中联重科股份有限公司 Boom loading device for engineering machinary
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
JPH0257858B2 (en) 1990-12-06

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