SU1217983A1 - Device for sheat testing of soil - Google Patents
Device for sheat testing of soil Download PDFInfo
- Publication number
- SU1217983A1 SU1217983A1 SU833581928A SU3581928A SU1217983A1 SU 1217983 A1 SU1217983 A1 SU 1217983A1 SU 833581928 A SU833581928 A SU 833581928A SU 3581928 A SU3581928 A SU 3581928A SU 1217983 A1 SU1217983 A1 SU 1217983A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- soil
- base
- vertical
- testing
- sheat
- Prior art date
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Description
1one
Изобретение относитс к но-геологическим исследова строительства, в частности рам дл определени прочнорактеристик грунта.The invention relates to a no-geological study of construction, in particular a framework for determining the strength of the soil.
Целью изобретени вл еделение точной вертикальноки в плоскости среза путем ной регистрации ее в процедовани грунта. The aim of the invention is the exact vertical alignment in the plane of the slice by registering it in the soil treatment.
На чертеже изображен пр испытани грунта на сдвиг, ный разрез.The drawing shows the test of the soil for a shearing, ny incision.
Прибор дл испытани грунта на сдвиг включает рабочий стол 1, раму 2, неподвижную обойму 3, подвижную обойму 4, взаимодействующую через подшипники 5 с основанием 6. Кроме того, прибор снабжен опорой, выполненной в виде стержней 7 с тен- зодатчиками 8, размещенными на рабочем столе и взаимодействующими с основанием 6,The device for testing the shear includes a working table 1, a frame 2, a fixed holder 3, a movable holder 4, which interacts through bearings 5 with the base 6. In addition, the device is equipped with a support made in the form of rods 7 with load cells 8 placed desktop and interacting with base 6,
Прибор работает следук цим образомThe device works in the following way.
Редактор М.Келемеш Заказ 1091/36Editor M.Kelemes Order 1091/36
Составитель Л.ТронинаCompiled by L.Tronina
Техред О.Неце КорректорЕ. СирохманTehred O. Niece Correction. Syrohman
Тираж 642 Подписное ВНИИПИ Государственного комитета СССРCirculation 642 Subscription VNIIPI USSR State Committee
по делам изобретений и открытий 113035, Москва, Ж-35, Раушска наб., д. 4/5for inventions and discoveries 113035, Moscow, Zh-35, Raushsk nab., 4/5
Филиал ППП Патент, г.Ужгород, ул.Проектна , 4Branch PPP Patent, Uzhgorod, Proektna St., 4
Неподвижна обойма 3 устанавливаетс на раму 2, а подвижна 4 - на основание 6. Обоймы 3 и 4 центрируютс одна относительно другой. Внутр обойм 3, 4 помещают образец грунта. Посредством механизма вертикальной нагрузки на образец грунта создают вертикальное давление, а посредством механизма горизонтальной нагрузки ia подвижную обойму 4 передают сдви- г.аюцее усилие.The stationary holder 3 is mounted on the frame 2, and the movable 4 on the base 6. The holder 3 and 4 are centered one relative to the other. Inside the clips 3, 4 place a soil sample. By means of the mechanism of the vertical load on the soil sample, a vertical pressure is created, and by means of the mechanism of the horizontal load ia, the movable holder 4 is transferred to shear force.
Вертикальна нагрузка с учетом сил трени грунта о внутренние стенки неподвижной обоймы 3 передаетс на подвижную обойму 4, т.е. на плоскость среза, затем через подшипники 5, основание 6 - на опору, состо щую из стержней 7, и фиксируетс тензодатчиками 8. Причем в процессе проведени исследований грунта тен- зодатчики 8 измер ют не только истинное значение вертикальной нагрузки в плоскости среза, но и изменение этой нагрузки во врем среза, что очень важно при изучении процессов, происход щих в грунте во врем срезаThe vertical load, taking into account the forces of ground rubbing against the inner walls of the fixed casing 3, is transmitted to the movable casing 4, i.e. onto the cutting plane, then through the bearings 5, the base 6 onto the support consisting of rods 7, and fixed by strain gauges 8. Moreover, in the process of conducting soil studies, the tensors 8 measure not only the true value of the vertical load in the section plane, but also the change of this load during the cut, which is very important when studying the processes occurring in the soil during the cut
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833581928A SU1217983A1 (en) | 1983-04-18 | 1983-04-18 | Device for sheat testing of soil |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU833581928A SU1217983A1 (en) | 1983-04-18 | 1983-04-18 | Device for sheat testing of soil |
Publications (1)
Publication Number | Publication Date |
---|---|
SU1217983A1 true SU1217983A1 (en) | 1986-03-15 |
Family
ID=21060044
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU833581928A SU1217983A1 (en) | 1983-04-18 | 1983-04-18 | Device for sheat testing of soil |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU1217983A1 (en) |
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1983
- 1983-04-18 SU SU833581928A patent/SU1217983A1/en active
Non-Patent Citations (1)
Title |
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Авторское свидетельство СССР № 410289, кл. Е 02 D 1/02, 1971. Авторское свидетельство СССР № 960376, кл. Е 02 D 1/02, 1977. * |
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