SU607886A1 - Stand for testing bases and foundations with static load - Google Patents
Stand for testing bases and foundations with static loadInfo
- Publication number
- SU607886A1 SU607886A1 SU762408754A SU2408754A SU607886A1 SU 607886 A1 SU607886 A1 SU 607886A1 SU 762408754 A SU762408754 A SU 762408754A SU 2408754 A SU2408754 A SU 2408754A SU 607886 A1 SU607886 A1 SU 607886A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- foundations
- static load
- stand
- testing
- bases
- Prior art date
Links
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Description
Изобретение относитс к области строитепьства , конкретно, к испь5Тани м оснований и фунпаментов, например свай.The invention relates to the field of construction, specifically, to the use of bases and basements, such as piles.
Известна установка дл статического испытани свай, содержаща балку, домкрат, анкер 1Ь е сваи и разъемные захваты в виде полубугелей, охватывающих анкерные сваиA known installation for static testing of piles, comprising a beam, a jack, an anchor, 1B e-piles, and detachable half-grip grips covering anchor piles.
WНецостатком установки вл етс высока стоимость и большие трудозатраты при изго товлении анкерных свай.The disadvantage of the installation is the high cost and large labor costs for the manufacture of anchor piles.
Наиболее бгшзким по технической.сущности и достигаемому результату вл етс стенц дл испытани оснований и фундаментов статической нагрузкой, содержащей бал ,ку к домкраты с подставками, св занные с балкой стальным канатом iSl.The most advanced technical result and the achieved result is the wall for testing the foundations and foundations with a static load containing a ball, jacks with stands connected to the beam with an iSl steel cable.
ОсноБнай недостаток его с,остоит в анкерных свай, которые усложн ют и удорожают производство эксперимента . The main disadvantage of it is in the anchor piles, which complicate and increase the cost of the production of the experiment.
Цель изобретени - исключение анкерных свай.The purpose of the invention is the elimination of anchor piles.
Это достигаетс тем, что домкрать и балка сййбкены самобагшнсир тощимис тра- Берсами, а домкратные подставки блоками, This is achieved by the fact that the jack and the sidebkens are self-propelled with bers, and the jack supports in blocks,
через которые пропущен стальной канат, св зывающий траверсы.through which the steel rope is passed, linking the traverses.
На чертеже изображен стенд дл испыта-. НИИ оснований и фундаментов статической нагрузкой в вертикальной плоскости, обишй вид.The drawing shows a test bench. Research Institute of bases and foundations of static load in a vertical plane, overlook the view.
Стенд дл испытаний оснований и фундаментов статической нагрузкой содержит балку 1 с отверсти ми 2 дл пропуска стального каната 3, самобалансирующуюс траверсу 4, устройство дл преобразовани направлений сил, .включающее опорный штамп 5, подставку 6 с проушинами 7 и осью &, на которую насажен блок 9, Домкрат 10 посредством шарнира 11 сопр жен с самобалансирующейс .траверс oftt 12. Кроме того, устройство содержит стойку 13 с пазами дл щарниров 14, стальную прокладку 15 и испытываемую сваю 16. Концы стального каната 3 креп т к балае 1 на одинаковом рассто нии от шарнира 14, Подставки 6 относительнп этого шарнира также равноудалены .The bench for testing the foundations and foundations with a static load contains a beam 1 with holes 2 for passing a steel rope 3, a self-balancing yoke 4, a device for converting directions of forces, including a supporting stamp 5, a stand 6 with lugs 7 and an axis & block 9, Jack 10 by means of a hinge 11 mates with a self-balancing. oftt 12. traverse. In addition, the device includes a rack 13 with grooves for the joints 14, a steel gasket 15 and a test pile 16. The ends of the steel rope 3 are attached to the bala 1 on the same The distance from the hinge 14. The supports 6 relative to this hinge are also equidistant.
Предлагаемый стенд работает следующим образом.The proposed stand works as follows.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU762408754A SU607886A1 (en) | 1976-09-28 | 1976-09-28 | Stand for testing bases and foundations with static load |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU762408754A SU607886A1 (en) | 1976-09-28 | 1976-09-28 | Stand for testing bases and foundations with static load |
Publications (1)
Publication Number | Publication Date |
---|---|
SU607886A1 true SU607886A1 (en) | 1978-05-25 |
Family
ID=20678582
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU762408754A SU607886A1 (en) | 1976-09-28 | 1976-09-28 | Stand for testing bases and foundations with static load |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU607886A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106049559A (en) * | 2016-05-23 | 2016-10-26 | 中国十七冶集团有限公司 | Load-compensation-based large-diameter pile foundation self-balanced detecting method |
-
1976
- 1976-09-28 SU SU762408754A patent/SU607886A1/en active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106049559A (en) * | 2016-05-23 | 2016-10-26 | 中国十七冶集团有限公司 | Load-compensation-based large-diameter pile foundation self-balanced detecting method |
CN106049559B (en) * | 2016-05-23 | 2017-12-26 | 中国十七冶集团有限公司 | A kind of large diameter pile foundation autobalanced detection method based on load-compensating |
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