[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

SU715950A1 - Stand for tension-compression testing of largedimension full-scale specimens - Google Patents

Stand for tension-compression testing of largedimension full-scale specimens Download PDF

Info

Publication number
SU715950A1
SU715950A1 SU772550130A SU2550130A SU715950A1 SU 715950 A1 SU715950 A1 SU 715950A1 SU 772550130 A SU772550130 A SU 772550130A SU 2550130 A SU2550130 A SU 2550130A SU 715950 A1 SU715950 A1 SU 715950A1
Authority
SU
USSR - Soviet Union
Prior art keywords
stand
tension
full
largedimension
compression testing
Prior art date
Application number
SU772550130A
Other languages
Russian (ru)
Inventor
Александр Афанасьевич Авраменко
Виктор Васильевич Муратов
Владимир Александрович Яременко
Валерий Григорьевич Калашников
Original Assignee
Предприятие П/Я А-3395
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 Предприятие П/Я А-3395 filed Critical Предприятие П/Я А-3395
Priority to SU772550130A priority Critical patent/SU715950A1/en
Application granted granted Critical
Publication of SU715950A1 publication Critical patent/SU715950A1/en

Links

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Sampling And Sample Adjustment (AREA)

Description

(54) СТЕНД ДЛЯ ИСПЫТАНИЙ КРУПНОГАБАРИТНЫХ НАТУРНЫХ ОБРАЗЦОВ НА РАСТЯЖЕНИЕ-СЖАТИЕ(54) STAND FOR TESTS OF LARGE-SIZED NATURAL SAMPLES FOR TENSION-COMPRESSION

циливдр одностороннего действи , установленнь1Й на станине, насосную уста1 овку, подключенную к гндрощшиндру через сервоклапан , осМащен опорным подвижным столом, установленным между силовыми колоннамиsingle-acting cylinder, installed on the frame, pumping unit connected to the machine head via a servo valve, is pulled by a supporting movable table installed between the power columns

и шарнйрно соединенным с поршнем нагружающего гидрощшийдра одностЬрой егб действи , двум  силовыми балками, попарно установленными на двух силовых колоннах каждай, и четырьм  гидродомкратами, корпусы которых попарно закреплены на ежовых балках , а JaiTOKH шарнирно соедагаешвГ с onopift подвижным столом.and hingedly connected to the piston of the hydraulic head loading with one side Egb action, two power beams installed in pairs on two power columns each, and four hydraulic jacks, the bodies of which are fixed in pairs on the hedgehog beams, and the JaiTOKH hinges together with an onorift movable table.

На $йг. I изображен общий вид предлагаемого стенда; на фиг, 2 - то сбоку. On $ yg. I shows a general view of the proposed stand; Fig 2, the side.

Стенд дп  испытаний кр)ппгногабаритных натурных образцов на раст жение-сжатие содержит станину 1, четыре колонны 2 и подвижную траверсу 3, которые образуют силовую раму. На станине закреплен гидроцнлин др 4 одностороннего действи . На колоннах 2 Установлены две силовые балки 5, параллельBbte по отйошенй : к станине и другой и закрепленные при поМощи восьми гаек 6.The dp test stand for cr-ppn-sized full-scale stretch-compression specimens contains a bed 1, four columns 2, and a movable traverse 3, which form a load-bearing frame. On the frame fixed gidrotsnlin dr 4 unilateral actions. On columns 2 Two power beams 5 are installed, parallel to Bte along the gauges: to the frame and the other and fixed with the aid of eight nuts 6.

Стенд снабжен опорным подВЙйсйьШсТблом 7, установлейным межйу кол61мами 2, который с одной стороны закреплен на поршне 8 гидроцилиндра 4 через шаровую опору 9 а с другой стороны шарнирно соединен со штоками четырех гидродомкратов 10 корпусы которых попарно закрепленьг на; силовых лках 5 в плоскост х cbOTBiefCTByfbumx колонн . Дл  удобства сть ковки исш 1тьшаемого образца 11 с опорнь1м стоЛом, последний снабжен четырьм  уст-айовленными гидроцилИ1Зд ами 12, корпусы которых при .помощи кронцпейнов 13 закреплены на колоннах 2, а штоки соединены с нижней плоскосйю опорного стола 7. ГйдроцйлйШр домкраты 10 подключены к сервоклапану 14, который соединен с насосной установкой 15. Стенд работает следующим образол.The stand is equipped with a support podvyshystblom 7, with a fixed column 2, which is on the one hand fixed to the piston 8 of the hydraulic cylinder 4 through the ball bearing 9 and on the other hand hinged to the rods of the four hydraulic jacks 10 whose bodies are pairwise fixed on; power locks 5 in the cbOTBiefCTByfbumx columns planes. For the convenience of forging the fabricated sample 11 with a support table, the latter is equipped with four installed hydrocytes 12, the housings of which are attached to columns 2 with the aid of Krontspeins 13, and the rods are connected to the lower plane of the support table 7. 14, which is connected to the pump installation 15. The bench operates as follows.

715950715950

От насоса 15 рабоча  жидкость по трубопроводам поступает к сервоклапану 14, откуда в пщрбцилиндр 4 и гидродомкраты 10 подаемс  давление. Развиваемые усили  воспринимаютс  опорным столом 7, алгебраически суммируютс  на нем и передаютс  на исгсьггьгааемый образец 11, закрепленный в пазах опорного стола 7 и подвижной траверсы 8.From the pump 15, the working fluid is supplied through pipelines to the servovalve 14, from where pressure is supplied to the hydraulic cylinder 4 and hydraulic jacks 10. The forces developed are perceived by the support table 7, summed algebraically thereon and transmitted to the original sample 11, fixed in the slots of the support table 7 and the movable cross member 8.

Claims (2)

1.Авторское свидетельство СССР № 183988 кл G 01 N 3/08, 1965.1. USSR author's certificate No. 183988 cl. G 01 N 3/08, 1965. 2. Методика испытаний элементов конструкций и образцов материалов с автоматизацией уйравлейи  экспериментом, сбора и обработки данных ЦАГИ, ОНТИ, Обзоры N 458, 1975,2. Methods of testing elements of structures and material samples with the automation of an euravlei experiment, data collection and processing of TsAGI, ONTI, Surveys N 458, 1975, с. 128-136 (прототип).with. 128-136 (prototype). B asrass ; №- B asrass; No.- i 4 i;fti sei aMI ti iii 4 i; fti sei aMI ti ii
SU772550130A 1977-12-05 1977-12-05 Stand for tension-compression testing of largedimension full-scale specimens SU715950A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU772550130A SU715950A1 (en) 1977-12-05 1977-12-05 Stand for tension-compression testing of largedimension full-scale specimens

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU772550130A SU715950A1 (en) 1977-12-05 1977-12-05 Stand for tension-compression testing of largedimension full-scale specimens

Publications (1)

Publication Number Publication Date
SU715950A1 true SU715950A1 (en) 1980-02-15

Family

ID=20735920

Family Applications (1)

Application Number Title Priority Date Filing Date
SU772550130A SU715950A1 (en) 1977-12-05 1977-12-05 Stand for tension-compression testing of largedimension full-scale specimens

Country Status (1)

Country Link
SU (1) SU715950A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2523074C1 (en) * 2013-01-09 2014-07-20 Сергей Михайлович Анпилов Method to test structures at axial and eccentric application of sign alternating loads and test bench for its implementation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2523074C1 (en) * 2013-01-09 2014-07-20 Сергей Михайлович Анпилов Method to test structures at axial and eccentric application of sign alternating loads and test bench for its implementation

Similar Documents

Publication Publication Date Title
CN106644758B (en) Rock direct shear and point load test device and test operation method thereof
CN104897468B (en) Experimental rig
JP5496421B2 (en) Apparatus and test method for static characteristics of full load of bolt joint surface unit
CN103645096B (en) Variable-sized true triaxial test machine
CN107014689A (en) A kind of combination of true triaxial sound plus unloading test system based on Hopkinson pressure bar
CN103454138B (en) Horizontal geotechnical plane stress triaxial apparatus for pressure chamber structure
CN109540442A (en) The experimental rig of phantom frame beam column interior joint receiving horizontal earthquake action
CN104931366A (en) Fretting fatigue testing method allowing contact load to be adjusted in real time and testing machine adopting fretting fatigue testing method
WO2020134579A1 (en) Dynamic and static load synchronous servo control system for three-axis six-direction hopkinson pressure bar
Furtado et al. Experimental characterization of the in-plane and out-of-plane behaviour of infill masonry walls
CN105891240B (en) Double-hydraulic static pressure supports Rotatable rock-soil testing machine
SU715950A1 (en) Stand for tension-compression testing of largedimension full-scale specimens
US3423994A (en) Testing apparatus
CN106872157A (en) A kind of heavy machine tool structural member erection stress testing experiment platform
CN103760027A (en) Continuous and constant pressure rheological test device for coal rocks
US4164152A (en) Biaxial vibration-testing installation
CN109540491B (en) Program spectrum loading device for fatigue test of excavator turntable
CN106872275A (en) A kind of simple three-dimensional loading and unloading device and its detection method
US3643496A (en) Hydraulic load test device
SU682784A1 (en) Test bench for testing structural members for dynamic loads
CN206311421U (en) Rock joint Experimental Ultrasonic device and its control system under complex stress
CN211978308U (en) Portable geometric composition analysis demonstration experimental device
CN211954646U (en) Experimental device for fine double-layer rigid frame structure adopting non-shearing force distribution method
US3776028A (en) Three-axis, adjustable loading structure
Zhao et al. Design and application of a mining-induced stress testing system