SU139253A1 - Vibrating device - Google Patents
Vibrating deviceInfo
- Publication number
- SU139253A1 SU139253A1 SU691565A SU691565A SU139253A1 SU 139253 A1 SU139253 A1 SU 139253A1 SU 691565 A SU691565 A SU 691565A SU 691565 A SU691565 A SU 691565A SU 139253 A1 SU139253 A1 SU 139253A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- rods
- pile
- vibroelements
- ground
- lowered
- Prior art date
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
Известны вибрационные устройства дл уплотнени грунтового основани под концом трубчатой сваи (колодца), опускаемые во внутренней полости сваи и сажаемые непосредственно на забой, включающие корпус с смонтированными в нем вибраторами.Vibration devices are known for compacting the soil base below the end of the tubular pile (well), lowered in the internal cavity of the pile and planted directly on the bottom, including a housing with vibrators mounted in it.
Предложенное устройство преследует аналогичные цели, но имеет больший радиус действи .The proposed device has similar objectives, but has a greater range.
Это достигаетс за счет того, что к его корпусу прикреплены стержни (виброэлементы), внедр емые в грунт и обладающие подвижностью относительно корпуса. Стержни (виброэлементы) прикрепл ютс к корпусу при помощи пружин, вывод щих их за пределы сваи по мере опускани корпуса, и выполнены полыми.This is achieved due to the fact that rods (vibroelements) are embedded in its casing, embedded in the ground and possessing mobility relative to the casing. The rods (vibroelements) are attached to the body with springs that pull them out of the pile as the body is lowered, and are hollow.
Через внутрепние полости стержней (виброэлементов) нагнетаетс в вибрируемьтй грунт вода или цементный раствор.Through the internal cavities of the rods (vibro-elements) water or cement mortar is injected into the vibrating ground.
На фиг. 1 изображено предложенное устройство в разрезе по А-А на фиг. 2; на фиг. 2 - разрез по 5-5 на фиг. 1; на фиг. 3 - предложенное устройство с выведенными за пределы сваи стержн ми (виброэлементами ) .FIG. 1 shows the proposed device in section along A-A in FIG. 2; in fig. 2 is a section through 5-5 of FIG. one; in fig. 3 - the proposed device with rods (vibroelements) removed beyond the pile.
Устройство состоит из герметически закрытого корпуса / с вибратором 2 внутри. Питание вибратора 2 осуществл етс по кабелю ., а само устройство подвешиваетс на канатах 4 самоходного подъемного крана. К основанию 5 корпуса / при помощи пружин 6 прикреплены полые стержни (виброэлементы) 7. Кроме стержней 7 к корпусу жестко прикреплен стержень 8.The device consists of a hermetically sealed case / with a vibrator 2 inside. The vibrator 2 is powered by a cable., And the device itself is suspended on the ropes 4 of a self-propelled crane. Hollow rods (vibroelements) 7 are attached to the base 5 of the body / by means of springs 6. In addition to the rods 7, the rod 8 is rigidly attached to the body.
Дл уплотнени грунтового основани устройство на каната.х 4 опускаетс во внутреннюю полость 9 сваи и сажаетс непосредственно на забой 10. При помощи пружин 6 стержни (виброэлементы) 7 по мере опускани работающего устройства вывод тс за пределы сваи 11.To seal the soil base, the device on the ropes x 4 is lowered into the internal cavity 9 of the pile and is mounted directly on the bottom 10. With the help of springs 6, the rods (vibroelements) 7 as the working device is lowered go out of the pile 11.
Процесс уплотнени грунтового основани осуществл етс за счет многократного опускани и подъема устройства и постепенного при этом поворачивани его вокруг вертикальной оси.The compaction process of the soil base is carried out by repeatedly lowering and lifting the device and at the same time turning it around a vertical axis.
№ 139253- - 2 В результате уплотнени под нижним концом сваи (колодца) об разуетс уплотненна подушка. Затем устройство извлекаетс из сваи, и внутреннее пространство сваи при необходимости заполн етс бетопом .No. 139253- - 2 As a result of compaction, a compacted cushion is formed under the lower end of the pile (well). The device is then removed from the pile, and the inside of the pile is filled with concrete if necessary.
Предмет изобретени Subject invention
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU691565A SU139253A1 (en) | 1960-12-30 | 1960-12-30 | Vibrating device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU691565A SU139253A1 (en) | 1960-12-30 | 1960-12-30 | Vibrating device |
Publications (1)
Publication Number | Publication Date |
---|---|
SU139253A1 true SU139253A1 (en) | 1961-11-30 |
Family
ID=48295350
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU691565A SU139253A1 (en) | 1960-12-30 | 1960-12-30 | Vibrating device |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU139253A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4038827A (en) * | 1975-07-25 | 1977-08-02 | Pynford Limited | Pile |
-
1960
- 1960-12-30 SU SU691565A patent/SU139253A1/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4038827A (en) * | 1975-07-25 | 1977-08-02 | Pynford Limited | Pile |
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