JPS6139310Y2 - - Google Patents

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Publication number
JPS6139310Y2
JPS6139310Y2 JP13638280U JP13638280U JPS6139310Y2 JP S6139310 Y2 JPS6139310 Y2 JP S6139310Y2 JP 13638280 U JP13638280 U JP 13638280U JP 13638280 U JP13638280 U JP 13638280U JP S6139310 Y2 JPS6139310 Y2 JP S6139310Y2
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JP
Japan
Prior art keywords
specimen
vertical
support
load
support shaft
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
JP13638280U
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Japanese (ja)
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JPS5759341U (en
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Priority to JP13638280U priority Critical patent/JPS6139310Y2/ja
Publication of JPS5759341U publication Critical patent/JPS5759341U/ja
Application granted granted Critical
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Expired legal-status Critical Current

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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Description

【考案の詳細な説明】 本考案は、水平ベース上に垂直姿勢に固定した
平面状の供試体に鉛直荷重を負荷しつつ水平荷重
を負荷することによつて、前記供試体の強度実験
を行なえるようにした平面状構造体の加力実験装
置に用いられる座屈防止装置に関する。
[Detailed description of the invention] The present invention allows strength experiments to be carried out on a flat specimen fixed in a vertical position on a horizontal base by applying a horizontal load while applying a vertical load. The present invention relates to a buckling prevention device used in a test device for applying force to a planar structure.

例えば、耐震壁の強度実験を行なう場合、実際
の建物の耐震壁には、上階の建物重量が常時鉛直
荷重として作用しており、地震時には、これに水
平方向の交番荷重が負荷されるため、地震時の荷
重条件を正確に再現して、信頼度の高い実験結果
を得るためには、供試体に鉛直荷重を負荷しつつ
水平荷重を負荷することが必要である。
For example, when conducting a strength test on a shear wall, the weight of the building on the upper floor is always acting on the shear wall of the actual building as a vertical load, and during an earthquake, an alternating load in the horizontal direction is applied to this wall. In order to accurately reproduce the loading conditions during an earthquake and obtain highly reliable experimental results, it is necessary to apply a horizontal load to the specimen while applying a vertical load.

しかし乍ら、供試体が耐震壁のように、平面的
な形状であると、鉛直荷重を負荷しつつ水平荷重
を負荷した際、水平荷重による供試体の平面的な
ねじれや鉛直荷重による倒壊、座屈が生じやす
く、実験作業に多大の危険を伴うことになる。
However, if the specimen has a planar shape such as a seismic wall, when a horizontal load is applied while a vertical load is applied, the specimen may twist in the plane due to the horizontal load or collapse due to the vertical load. Buckling is likely to occur, which poses great danger to experimental work.

本考案は、このような不都合を回避できる安全
性の高い、且つ、供試体の寸法に多少の誤差があ
つても装置にセツトできる汎用性のある座屈防止
装置を提供するものである。
The present invention provides a buckling prevention device that is highly safe and can avoid such inconveniences, and is versatile enough to be installed in the device even if there is some error in the dimensions of the specimen.

以下、本考案の実施例を図面に基づいて説明す
る。
Hereinafter, embodiments of the present invention will be described based on the drawings.

図面は、平面状の供試体(実物の構造体ををス
ケールアウトした模型)Sに鉛直荷重を負荷しつ
つ水平荷重を負荷することによつて、前記供試体
Sの強度実験を行なえるようにした加力実験装置
を示し、鉛直荷重負荷装置A、水平荷重負荷装置
B、左右一対の座屈防止装置C…ならびにこれら
を設置する水平ベースD1及び反力壁としての垂
直ベースD2を具備している。
The drawing shows a planar specimen S (a scaled-out model of the actual structure) that can be subjected to a strength experiment by applying a vertical load and a horizontal load to the specimen S. The apparatus is equipped with a vertical load application device A, a horizontal load application device B, a pair of left and right buckling prevention devices C..., a horizontal base D 1 on which these are installed, and a vertical base D 2 as a reaction wall. are doing.

鉛直荷重負荷装置Aは、下端部及び上下中間部
に前後方向の軸芯周りに揺動自在な枢支部P1…,
P2…を有する前後一対の支柱1a,1bとこれら
支柱1a,1bの上端部同士を連結する連結部材
2とによつて形成される側面形状略門型の枠体を
水平ベースD1上に左右一対並設し、両枠体の上
端部同士を前後方向の軸3を介して枢支連結し、
前記連結部材2の下面には各々鉛直方向の油圧ジ
ヤツキ4…ならびにその下端に位置するロードセ
ル5…を設け、各ロードセル5…の下端には、前
後方向の軸6…を介して枢支された連結金物7…
を設けて構成されている。
The vertical load application device A has a pivot part P 1 at the lower end and the upper and lower intermediate parts that can swing freely around the axis in the front and rear direction.
A frame body with a substantially gate-shaped side surface formed by a pair of front and rear columns 1a, 1b having P 2 ... and a connecting member 2 connecting the upper ends of these columns 1a, 1b is mounted on a horizontal base D 1 . A pair of left and right frames are arranged side by side, and the upper ends of both frames are pivotally connected to each other via a shaft 3 in the front and rear direction.
A hydraulic jack 4 in the vertical direction and a load cell 5 located at the lower end thereof are provided on the lower surface of the connecting member 2, and the lower end of each load cell 5 is pivotally supported via a shaft 6 in the longitudinal direction. Connecting hardware 7...
It is configured by providing.

水平荷重負荷装置は、垂直ベースD2の側面に
水平な油圧ジヤツキ8を設け、その先端に取り付
けたロードセル9の先端には、垂直ベースD2
上部に架設された左右方向のガイドレール10に
沿つて移動自在な可動金物11を固定状態に取り
付け、該可動金物11の先端に前後方向の軸12
を介して枢支された連結金物13を設けて構成さ
れている。14は前記可動金物11の吊下げ金具
である。
The horizontal load loading device is provided with a horizontal hydraulic jack 8 on the side of the vertical base D 2 , and a load cell 9 attached to the tip of the jack 8 is connected to a horizontal guide rail 10 installed on the top of the vertical base D 2 . A movable hardware 11 that is movable along the axis is fixedly attached, and a longitudinal axis 12 is attached to the tip of the movable hardware 11.
It is constructed by providing a connecting metal fitting 13 which is pivotally supported via. Reference numeral 14 denotes a hanging fitting for the movable hardware 11.

座屈防止装置Cは、水平ベースD1上に固定さ
れた枠体15と該枠体15に下端部を前後方向の
軸16で揺動自在に枢着した支柱17とを有し、
該支柱17には、前後方向の支軸18…周りに揺
動自在な複数個の連結金物19…を枢着すると共
に、これら支軸18…同士の上下間隔を調節する
ターンバツクル機構20…を設けてある。前記枠
体15には、前記支柱17の前後両側に位置する
互いに平行な垂直板21…を設け、これら垂直板
21…には、前記各支軸18…の両端部が遊動自
在に挿通される左右方向に長い貫通孔22…を設
けてある。そして、前記支軸18の両端部には、
各々、貫通孔20周囲の板面と対向する面にフラ
ツトベアリング23…が溶接された一対の座金2
4…を取り付け、これら座金24…で前記垂直板
21…を両側から挾持させ、もつて、前記支軸1
8…を貫通孔20…の範囲内で左右方向には円滑
に遊動させ得るが、前後方向(即ち、支軸18の
軸線方向)への移動は、座金24…と垂直板21
…によつて阻止されるように構成してある。25
…は支軸18…に螺合するナツトである。
The anti-buckling device C has a frame 15 fixed on a horizontal base D 1 and a support 17 whose lower end is pivotally pivoted to the frame 15 about a longitudinal axis 16.
The support column 17 is provided with a plurality of connecting metal fittings 19 that are swingable around a support shaft 18 in the longitudinal direction, and a turnbuckle mechanism 20 that adjusts the vertical distance between the support shafts 18. There is. The frame body 15 is provided with mutually parallel vertical plates 21 located on both the front and rear sides of the support column 17, and both ends of each of the support shafts 18 are freely inserted through these vertical plates 21. Through-holes 22 long in the left-right direction are provided. At both ends of the support shaft 18,
A pair of washers 2 each having a flat bearing 23 welded to the surface facing the plate surface surrounding the through hole 20.
4..., and these washers 24... are used to sandwich the vertical plate 21... from both sides.
8 can be moved smoothly in the left-right direction within the range of the through-holes 20, but movement in the front-back direction (i.e., the axial direction of the support shaft 18) is limited to the washer 24... and the vertical plate 21.
It is configured to be blocked by... 25
... is a nut that is screwed onto the support shaft 18.

平面状の供試体Sとしては種々のものを適用で
きるが、この実施例では、第4図に示すように、
左右一対の柱26a,26b、梁27、耐震壁2
8ならびにこれらを水平ベースD1上に垂直姿勢
に安定よく設置するための基部29を有する鉄骨
鉄筋コンクリート製の供試体Sを用いており、各
柱26a,26bの上端部及び梁27の一端部に
は、夫々受圧板30…,31が固設され、柱26
a,26bの左右方向両側端面には、先端に連結
板32…を有する梁状突出部33…が上下方向適
当間隔おきに設けられている。
Various flat specimens S can be used, but in this example, as shown in FIG.
A pair of left and right columns 26a, 26b, a beam 27, and a shear wall 2
8 and a steel-framed reinforced concrete specimen S having a base 29 for stably installing these in a vertical position on a horizontal base D 1 . The pressure receiving plates 30..., 31 are fixedly installed, respectively, and the pillars 26
Beam-like protrusions 33 having connecting plates 32 at their tips are provided at appropriate intervals in the vertical direction on both end surfaces of the beams a and 26b in the left-right direction.

尚、水平ベースD1及び水平ベースD2には、多
数の貫通孔34…が前後左右に適当な間隔を隔て
て穿設され、高張力鋼よりなるねじ軸35とナツ
ト状体36とを介して、上記各装置A,B,C及
び供試体Sを固定するように構成されている。
In addition, a large number of through holes 34 are drilled in the horizontal base D 1 and the horizontal base D 2 at appropriate intervals in the front, back, left, and right directions, and are inserted through a screw shaft 35 made of high-tensile steel and a nut-shaped body 36. It is configured to fix each of the above-mentioned devices A, B, C and the specimen S.

上記の構成によれば、供試体Sを水平ベース
D1上に垂直姿勢に固定し、柱26a,26b上
部の受圧板30…を鉛直荷重負荷装置Aの連結金
物7…に、また梁27一端部の受圧板31を水平
荷重負荷装置Bの連結金物13に夫々ボルト・ナ
ツト等で連結すると共に、各突出部33先端の連
結板32…を座屈防止装置C…の連結金物19…
にボルト・ナツト等で連結し、この状態で油圧ジ
ヤツキ4…を伸長して一定の鉛直荷重を負荷する
と共に、油圧ジヤツキ8の伸縮作動により水平荷
重を負荷して剪断耐力等の実験を行なうため、地
震時に実際に作用する荷重に近似した荷重条件の
下で実験が行なえ、信頼度の高い実験結果が得ら
れるのである。
According to the above configuration, the specimen S is placed on a horizontal base.
D 1 is fixed in a vertical position, and the pressure receiving plates 30 on the top of the pillars 26a and 26b are connected to the connecting hardware 7 of the vertical load loading device A, and the pressure receiving plate 31 at one end of the beam 27 is connected to the horizontal load loading device B. The connecting plates 32 at the tips of the protrusions 33 are connected to the connecting hardware 19 of the buckling prevention device C by connecting them to the hardware 13 with bolts, nuts, etc., respectively.
In this state, the hydraulic jacks 4 are extended to apply a constant vertical load, and the hydraulic jacks 8 are extended and contracted to apply a horizontal load to conduct experiments such as shear strength. This allows experiments to be conducted under load conditions that approximate the loads that actually act during an earthquake, and highly reliable experimental results can be obtained.

また、供試体Sは、水平荷重を受けて左右方向
に変形するものであるが、左右両側端面から突出
した梁状突出部33…先端の連結板32…を支柱
17…に枢着した連結金物19…に連結してあ
り、各支柱17…は下端部の軸16を枢支点にし
て左右方向に揺動自在に構成され、各連結金物1
9…は支柱17…に対して支軸18周りに上下揺
動自在に構成されているので、水平荷重による供
試体Sの左右方向への変形を妨げることがなく、
それでいて、支軸18の軸線方向への移動、つま
り、連結金物19…やこれを支持する支柱17…
の前後方向への移動は、枠体15の垂直板21…
及びこれに対接する座金24…によつて阻止され
ているので、水平荷重による供試体Sの平面的な
ねじれ(平面視における傾斜)や、鉛直荷重によ
る供試体Sの前後方向への倒壊や座屈を防止でき
るのである。
In addition, the specimen S deforms in the left-right direction when subjected to a horizontal load, and the connecting metal fitting in which the connecting plate 32 at the tip of the beam-like protrusion 33 protruding from both left and right end surfaces is pivoted to the support 17. 19..., and each support 17... is configured to be swingable in the left-right direction with the shaft 16 at the lower end as a pivot point, and each connecting metal fitting 1
9 are configured to be able to swing vertically around the support shaft 18 relative to the support columns 17, so that deformation of the specimen S in the left and right direction due to horizontal loads is not hindered.
However, the movement of the support shaft 18 in the axial direction, that is, the connecting metal fittings 19... and the columns 17 supporting them...
The vertical plate 21 of the frame 15...
This prevents the specimen S from twisting in plan (tilting in plan view) due to horizontal loads, collapsing the specimen S in the front-back direction due to vertical loads, and preventing the specimen S from collapsing in the front-rear direction or sitting. This can prevent bending.

尚、鉛直荷重負荷装置Aは、供試体Sをセツト
しないときには、支柱1a…,1b…同士を適当
な部材で連結して自立できるように剛体化してあ
り、該部材を着脱する際には、装置A上部を図外
のホイスト等によつて吊下げ支持しておくもので
ある。
The vertical load application device A is made rigid so that it can stand on its own by connecting the columns 1a, 1b, etc. with appropriate members when the specimen S is not set, and when attaching and detaching the members, The upper part of the apparatus A is suspended and supported by a hoist (not shown) or the like.

以上のように、本考案は、水平ベース上に、供
試体の左右両側方に位置する左右一対の枠体を固
設し、これら両枠体には、前記供試体の左右両側
端面と対向する支柱を、その下端部に設けた前後
方向の軸周りに揺動自在に設け、これら支柱に
は、前記供試体を連結する複数個の連結金物を前
後方向の支軸周りに揺動自在に枢着すると共にこ
れら支軸同士の上下間隔を調節するターンバツク
ル機構を設け、前記枠体には各支柱の前後両側に
位置する互いに平行な垂直板を設け、これら垂直
板には前記各支軸の両端部が遊動自在に挿通され
る貫通孔を設け、前記支軸の両端部には、前記貫
通孔周囲の板面と対向する面にフラツトベアリン
グが付設された座金を設けて、これら座金及び垂
直板により前記連結金物の前後方向への移動を阻
止するようにした左右一対の座屈防止装置を設け
たので、供試体に鉛直荷重を負荷しつつ水平荷重
を負荷した際、水平荷重による供試体の左右方向
への変形を座屈防止装置によつて妨げることがな
く、それでいて、連結金物の前後方向への移動が
枠体の垂直板及びこれに対接する座金によつて阻
止されているため、供試体が平面状であり、且
つ、鉛直荷重と水平荷重を受けるにも拘わらず、
水平荷重による供試体の平面的なねじれ(平面視
における傾斜)や、鉛直荷重による前後方向への
倒壊、座屈等を確実に防止でき、実験作業の安全
を確保し得るのである。
As described above, in the present invention, a pair of left and right frames located on the left and right sides of the specimen are fixedly mounted on a horizontal base, and these frames have a pair of frames facing the left and right end surfaces of the specimen. A column is provided swingably around a longitudinal axis provided at its lower end, and a plurality of connecting metal fittings for connecting the specimen are pivoted to the column so as to be pivotable about a longitudinal axis. A turnbuckle mechanism is provided to adjust the vertical spacing between these support shafts, and the frame body is provided with vertical plates parallel to each other located on both sides of the front and back of each support shaft, and these vertical plates include A through hole is provided through which the part is freely inserted, and a washer is provided at both ends of the support shaft, and a flat bearing is attached to the surface facing the plate surface surrounding the through hole. Since a pair of buckling prevention devices on the left and right sides were installed to prevent the connecting hardware from moving in the front-rear direction using plates, when a horizontal load was applied to the specimen while a vertical load was applied, the specimen was prevented from moving due to the horizontal load. Deformation in the left and right direction is not hindered by the buckling prevention device, and movement of the connecting hardware in the front and back direction is prevented by the vertical plate of the frame and the washer in contact therewith. Even though the specimen is flat and receives vertical and horizontal loads,
It is possible to reliably prevent the specimen from twisting in a plane (tilting in plan view) due to horizontal loads, collapsing in the front-back direction, buckling, etc. due to vertical loads, and ensuring the safety of experimental work.

また、支柱に設けたターンバツクル機構によつ
て、各連結金物の上下間隔を調節できるため、供
試体の寸法に多少の誤差があつても、座屈防止装
置にセツトでき、汎用性が得られるのである。
In addition, the turnbuckle mechanism provided on the column allows adjustment of the vertical spacing of each connecting metal fitting, so even if there is a slight error in the dimensions of the specimen, it can be set in the anti-buckling device, providing versatility. be.

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

図面は本考案の一実施例を示し、第1図は正面
図、第2図は側面図、第3図は要部斜視図、第4
図は供試用体とその取付け状態を示す概略正面図
である。 C……座屈防止装置、D1……水平ベース、S
……供試体、15……枠体、16……軸、17…
…支柱、18……支軸、19……連結金物、20
……ターンバツクル機構、21……垂直板、22
……貫通孔、23……フラツトベアリング、24
……座金。
The drawings show one embodiment of the present invention, in which Figure 1 is a front view, Figure 2 is a side view, Figure 3 is a perspective view of main parts, and Figure 4 is a front view.
The figure is a schematic front view showing the specimen and its attached state. C...Buckling prevention device, D 1 ...Horizontal base, S
...Specimen, 15...Frame, 16...Shaft, 17...
...Strut, 18... Support shaft, 19... Connecting hardware, 20
... Turnbuckle mechanism, 21 ... Vertical plate, 22
...Through hole, 23...Flat bearing, 24
...Washer.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 水平ベースD1上に垂直姿勢に固定した平面状
の供試体Sに鉛直荷重を負荷しつつ水平荷重を負
荷することによつて前記供試体Sの強度実験を行
なうようにした加力実験装置において、前記水平
ベースD1上に、前記供試体Sの左右両側方に位
置する左右一対の枠体15を固定設置し、これら
両枠体15には、前記供試体Sの左右両側端面と
対向位置する支柱17を、その下端部に設けた前
後方向の軸16周りに揺動自在に設け、これら支
柱17には、前記供試体Sを連結する複数個の連
結金物19を前後方向の支軸18周りに揺動自在
に枢着すると共に、これら支軸18同士の上下間
隔を調節するターンバツクル機構20を設け、前
記枠体15には各支柱17の前後両側に位置する
互いに平行な垂直板21を設け、これら垂直板2
1には前記各支軸18の両端部が遊動自在に挿通
される貫通孔22を設け、前記支軸18の両端部
には、貫通孔22周囲の板面と対向する面にフラ
ツトベアリング23が付設された座金24を設け
て、これら座金24及び垂直板21により前記支
軸18の軸線方向への移動を阻止するようにした
座屈防止装置Cを設けてあることを特徴とする平
面状構造体の座屈防止装置。
In a load application experiment device for carrying out a strength experiment on a planar specimen S fixed in a vertical position on a horizontal base D1 by applying a vertical load and a horizontal load to the specimen S, a pair of left and right frame bodies 15 are fixedly installed on the horizontal base D1 on both the left and right sides of the specimen S, and each frame body 15 is provided with a support 17 facing the left and right end faces of the specimen S, which is swingable about a front-rear axis 16 provided at the lower end thereof, and a plurality of connecting metal fittings 19 for connecting the specimens S are pivotally attached to each support shaft 18 in the front-rear direction on each support 17, and a turnbuckle mechanism 20 is provided for adjusting the vertical distance between the support shafts 18. The frame body 15 is provided with parallel vertical plates 21 located on both the front and rear sides of each support 17, and the vertical plates 2 are arranged so that the vertical distance between the vertical plates 2 is adjusted.
1 is provided with through holes 22 through which both ends of each support shaft 18 are freely inserted, and washers 24 with flat bearings 23 attached to the surfaces facing the plate surfaces surrounding the through holes 22 are provided at both ends of the support shaft 18, and a buckling prevention device C is provided in which these washers 24 and vertical plates 21 prevent the support shaft 18 from moving in the axial direction.
JP13638280U 1980-09-25 1980-09-25 Expired JPS6139310Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13638280U JPS6139310Y2 (en) 1980-09-25 1980-09-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13638280U JPS6139310Y2 (en) 1980-09-25 1980-09-25

Publications (2)

Publication Number Publication Date
JPS5759341U JPS5759341U (en) 1982-04-08
JPS6139310Y2 true JPS6139310Y2 (en) 1986-11-11

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP13638280U Expired JPS6139310Y2 (en) 1980-09-25 1980-09-25

Country Status (1)

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JP (1) JPS6139310Y2 (en)

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Publication number Priority date Publication date Assignee Title
JP4570279B2 (en) * 2001-05-22 2010-10-27 財団法人鉄道総合技術研究所 Loading test equipment

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Publication number Publication date
JPS5759341U (en) 1982-04-08

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