GB1039645A - Method and apparatus for creating a load bearing region in earthen material - Google Patents

Method and apparatus for creating a load bearing region in earthen material

Info

Publication number
GB1039645A
GB1039645A GB1521564A GB1521564A GB1039645A GB 1039645 A GB1039645 A GB 1039645A GB 1521564 A GB1521564 A GB 1521564A GB 1521564 A GB1521564 A GB 1521564A GB 1039645 A GB1039645 A GB 1039645A
Authority
GB
United Kingdom
Prior art keywords
air
stem
creating
load bearing
bearing region
Prior art date
Legal status (The legal status 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 status listed.)
Expired
Application number
GB1521564A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB1521564A priority Critical patent/GB1039645A/en
Publication of GB1039645A publication Critical patent/GB1039645A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/123—Consolidating by placing solidifying or pore-filling substances in the soil and compacting the soil
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
    • E02D3/054—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil involving penetration of the soil, e.g. vibroflotation

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

1,039,645. Vibratory mechanism. BODINE A.G. April 13, 1964, No. 15215/64. Heading F2X. [Also in Divisions B1 and E1] Apparatus for creating continuous longitudinal elastic vibrations in an elastic, e.g. steel stem for forming concrete piles in the earth (see Division E1) comprises in one embodiment a body 77 formed with two cylindrical cavities 120 each containing a ring 128 eccentrically mounted on a pin 126 and rotated by air introduced under pressure through a hose 146 and air-supported inlet fitting 142 (Figs. 6, 8, not shown). The air passes via a channel 150 through grooves 152 tangential thereto and cut so that the rings counter-rotate at the resonant frequency of the stem so as to set up a longitudinal standing wave therein. Air is exhausted through ports 153. In a second embodiment (Fig. 10, not shown) a generator 230 supported together with a pivoted beam 220 and stem 211 by compression springs 231 comprises unbalanced weights 232 on parallel shafts connected by spur gears 233.
GB1521564A 1964-04-13 1964-04-13 Method and apparatus for creating a load bearing region in earthen material Expired GB1039645A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1521564A GB1039645A (en) 1964-04-13 1964-04-13 Method and apparatus for creating a load bearing region in earthen material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1521564A GB1039645A (en) 1964-04-13 1964-04-13 Method and apparatus for creating a load bearing region in earthen material

Publications (1)

Publication Number Publication Date
GB1039645A true GB1039645A (en) 1966-08-17

Family

ID=10055071

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1521564A Expired GB1039645A (en) 1964-04-13 1964-04-13 Method and apparatus for creating a load bearing region in earthen material

Country Status (1)

Country Link
GB (1) GB1039645A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011007398A1 (en) * 2011-04-14 2012-10-18 Alexander Degen Jogger arrangement with a rope suspension penetrating into the ground
CN101899827B (en) * 2009-06-01 2014-04-16 严平 Broken soil vibration and compaction treatment method by utilizing impact hammer in immersed tube in riprap filled foundation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101899827B (en) * 2009-06-01 2014-04-16 严平 Broken soil vibration and compaction treatment method by utilizing impact hammer in immersed tube in riprap filled foundation
DE102011007398A1 (en) * 2011-04-14 2012-10-18 Alexander Degen Jogger arrangement with a rope suspension penetrating into the ground
WO2013041096A2 (en) 2011-04-14 2013-03-28 Alexander Degen Vibrator arrangement comprising a cable suspension penetrating into the ground
WO2013041096A3 (en) * 2011-04-14 2013-06-06 Alexander Degen Vibrator arrangement comprising a cable suspension penetrating into the ground
US10301878B2 (en) 2011-04-14 2019-05-28 Alexander Degen Vibrator arrangement comprising a cable suspension penetrating into the ground and method for same

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