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SU1694775A1 - Device for testing soils by static loads - Google Patents

Device for testing soils by static loads Download PDF

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Publication number
SU1694775A1
SU1694775A1 SU884627012A SU4627012A SU1694775A1 SU 1694775 A1 SU1694775 A1 SU 1694775A1 SU 884627012 A SU884627012 A SU 884627012A SU 4627012 A SU4627012 A SU 4627012A SU 1694775 A1 SU1694775 A1 SU 1694775A1
Authority
SU
USSR - Soviet Union
Prior art keywords
hydraulic jack
thrust beam
stamp
anchor pile
ball bearing
Prior art date
Application number
SU884627012A
Other languages
Russian (ru)
Inventor
Владимир Иванович Каширский
Original Assignee
Войсковая Часть 52953
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 Войсковая Часть 52953 filed Critical Войсковая Часть 52953
Priority to SU884627012A priority Critical patent/SU1694775A1/en
Application granted granted Critical
Publication of SU1694775A1 publication Critical patent/SU1694775A1/en

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

Изобретение относитс  к строительству , к испытанию грунтов статическими нагрузками . Цель изобретени  - повышение производительности и качества испытаний. Установка, содержаща  штамп 1 с колонной 7SS SS/ /SS /SS /S/ /// SS/ SS/ / ,/ /.// / / // Л / :/ / , s , /: S / , ,// , / /S/ /// /// //У/S /. // // // / ///// / , ///, Л труб 2, нагрузочный гидродомкрат 8, упорную балку 7 и анкерную сваю 14, снабжена дополнительным штампом 1, причем штампы установлены под противоположными концами упорной балки 7, под центром которой размещена анкерна  сва  14. Гидродомкрат 8 через шаровую опору 9 установлен на упорной балке 7 и оборудован силовой рамой, нижн   траверса 12 которой соединена с анкерной сваей 14, верхн   траверса 11 оперта на поршень гидродомкрата 8. Последний снабжен стабили- затором и нагнетателем давлени  Давление, создаваемое гидродомкратом 8, передаетс  через упорную балку 7 сразу на оба штампа 1 1 з.п. ф-лы, 2 ил // со с S/ SS/ // Л / :/ , /: S / , / V/ /S/ /// /// //У/S S/S SS/ S/f /. // // ///// , / / /(//А / Оч Ч) VJ VJ ел The invention relates to the construction, to the testing of soils by static loads. The purpose of the invention is to increase the productivity and quality of the tests. Installation containing stamp 1 with 7SS SS / / SS / SS / S / /// SS / SS / /, / / /.// / / // Л /: / /, s, /: S /,, / /, / / S / /// /// // U / S /. // // // // /// /, ///, L pipes 2, hydraulic jack 8, thrust beam 7 and anchor pile 14, equipped with an additional stamp 1, and the stamps are installed under the opposite ends of the stop beam 7, under the center of which is located anchor shaft 14. The hydraulic jack 8 through the ball bearing 9 is mounted on a thrust beam 7 and is equipped with a power frame, the lower traverse 12 of which is connected to the anchor pile 14, the upper traverse 11 is supported on the piston of the hydraulic jack 8. The latter is equipped with a stabilizer and a pressure compressor Hydraulic Jack Pressure 8, is transmitted through the thrust beam 7 at once to both dies. 1 1 C.p. f-ly, 2 silt // s with s / ss / // l /: /, /: s /, / v / / s / /// /// // u / ss / ss / s / f /. // // /////, / / / (// A / Och) VJ VJ ate

Description

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Claims (2)

Формула изобретения 2The claims 2 1. Установка для испытания грунтов статической нагрузкой, включающая штамп со стойкой, нагрузочный гидродомкрат с шаровой опорой и стабилизатором давления, упорную балку, анкерную сваю, реперную систему и измерительные приборы, отличающаяся тем, что, с целью повышения производительности и качества испытаний, установка снабжена дополнительным штампом со стойкой, а гидродомкрат оборудован прямоугольной силовой рамой и установлен посредством шаровой опоры на центральную часть упорной балки, под противоположными концами которой расположены штампы со стойками, при этом силовая рама верхней траверсой оперта на шток гидро5 домкрата, а нижней соединена с анкерной сваей, размещенной под упорной балкой соосно с гидродомкратом, причем стойки штампов выполнены с возможностью регулирования их высоты.1. Installation for testing soils with static load, including a stamp with a stand, a loading hydraulic jack with a ball bearing and a pressure stabilizer, a thrust beam, an anchor pile, a reference system and measuring instruments, characterized in that, in order to increase productivity and test quality, the installation is equipped with an additional stamp with a stand, and the hydraulic jack is equipped with a rectangular power frame and is installed by means of a ball bearing on the central part of the thrust beam, under which opposite ends us stamps with racks, the power frame simply supported on the upper crosspiece gidro5 rod of the jack, and connected to the bottom anchor pile placed under the thrust beam coaxially with the hydraulic jack, the die racks are configured to regulate their height. ОABOUT 2. Установка по п.1, о т л и ч а ю щ з яс я тем, что гидродомкрат снабжен нагнетателем давления.2. The installation according to claim 1, with the exception of the fact that the hydraulic jack is equipped with a pressure supercharger. А-АAa Фиг.2Figure 2
SU884627012A 1988-12-27 1988-12-27 Device for testing soils by static loads SU1694775A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU884627012A SU1694775A1 (en) 1988-12-27 1988-12-27 Device for testing soils by static loads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU884627012A SU1694775A1 (en) 1988-12-27 1988-12-27 Device for testing soils by static loads

Publications (1)

Publication Number Publication Date
SU1694775A1 true SU1694775A1 (en) 1991-11-30

Family

ID=21418161

Family Applications (1)

Application Number Title Priority Date Filing Date
SU884627012A SU1694775A1 (en) 1988-12-27 1988-12-27 Device for testing soils by static loads

Country Status (1)

Country Link
SU (1) SU1694775A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2239023C1 (en) * 2003-03-27 2004-10-27 Читинский государственный технический университет Device for determining hardness properties of rock formations of pit edges
CN102134859A (en) * 2010-01-25 2011-07-27 常州市建筑科学研究院有限公司 Uplift resistance test device for pre-stressed pipe pile
CN103953078A (en) * 2014-05-16 2014-07-30 安徽省建筑工程质量监督检测站 Tubular pile pull-out test device with single dowel bar structure
CN104942604A (en) * 2015-06-19 2015-09-30 广州德亚机械制造有限公司 Full-automatic apron board equipment all-in-one machine
CN105926564A (en) * 2016-04-26 2016-09-07 浙江水利水电学院 Composite foundation load detection method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Авторское свидетельство СССР № 653555. кл. G 01 N 33/24, 1977. Авторское свидетельство СССР № 1622506, кл. Е 02 D 1/00, 1988. *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2239023C1 (en) * 2003-03-27 2004-10-27 Читинский государственный технический университет Device for determining hardness properties of rock formations of pit edges
CN102134859A (en) * 2010-01-25 2011-07-27 常州市建筑科学研究院有限公司 Uplift resistance test device for pre-stressed pipe pile
CN103953078A (en) * 2014-05-16 2014-07-30 安徽省建筑工程质量监督检测站 Tubular pile pull-out test device with single dowel bar structure
CN103953078B (en) * 2014-05-16 2015-12-09 安徽省建筑工程质量监督检测站 Pile tube resistance to plucking single pole power transmission experimental rig
CN104942604A (en) * 2015-06-19 2015-09-30 广州德亚机械制造有限公司 Full-automatic apron board equipment all-in-one machine
CN105926564A (en) * 2016-04-26 2016-09-07 浙江水利水电学院 Composite foundation load detection method

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