Compacted deep foundation structure, method of and apparatus for building the same

• US 4,634,316 A
• Filed: 12/27/1984
• Issued: 01/06/1987
• Est. Priority Date: 12/27/1983
• Status: Expired due to Fees

• Current Assignee: Vyskumny Ustav Inzenierskych Stavieb
• Original Assignee: Vyzkumny Ustav Inzenierskych Stavieb
• Inventors: Klein, Karol, Cernak, Boris
• Primary Examiner(s): Taylor, Dennis L.
• Application Number:
  US06/686,721
• Time in Patent Office: 740 Days
• Field of Search: 405/229, 405/269, 405/230, 405/258, 405/271
• US Class Current: 405/229
• CPC Class Codes: E02D 33/00 Testing foundations or foundation structures testing methods and apparatus, see the relevant subclasses of class G01; testing structures or apparatus as regards function, in general, G01M; testing or determining chemical or physical properties, in general G01N
• CPC Class Codes: E02D 5/46 making in situ by forcing bonding agents into gravel fillings or the soil consolidating soil in general E02D3/12
• CPC Class Codes: E02D 5/62 Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
• CPC Class Codes: E02D 7/20 Placing by pressure or pulling power

Abstract

A compacted deep foundation structure, a method of and an apparatus for making such structure. This structure may be a pile made in situ, or prefabricated, a pile with enlarged footing, or without it, a micro-pile, a large-diameter pile, a pile without any skin bearing capacity, an underground wall portion, or the like. The foundation structure of the invention permits the foundation ground strength to be raised by compacting it, and reduces the settling of the structure. The compacted deep foundation structure includes a separate foot block pushed in the foundation ground, and a foundation body supported by the foot block and separated from it by space which is initially filled by a separator and later by hardenable material. In the foundation body there is provided at least one longitudinal through hole for accommodating a strut.

In accordance with the method of the invention, the separate foot block, once hardened, is pushed into foundation ground by strutting against the foundation body while, optionally, the surrounding ground is reinforced by a hardening material. In the apparatus preferably employed for performing the method of the invention, the foot block is pushed by using the strut supporting a linear vibrating or impact motor, together with a load distributing beam which is anchored in the foundation body, or, alternatively, in the overlying ground. The invention is applicable to the building and the testing of deep foundation structures.

Claims

1. An apparatus for building a compacted deep foundation structure, comprising a separate foot block pushed into a foundation ground, a foundation body which is arranged above said foot block and separated therefrom by a space, at least one through hole for a strut being provided in said foundation body, a strut in said through hole, a load distributing beam anchored in said foundation body and a linear motor disposed between said strut and said load distributing beam.

2. An apparatus as claimed in claim 1, wherein the load distributing beam is provided with a weight.

3. An apparatus as claimed in claim 1, wherein the foundation body there is arranged at least one injecting pipe engaging into the space.

4. An apparatus as claimed in claim 3, wherein the injecting pipe extends to below the separate foot block.

5. An apparatus as claimed in claim 3, wherein the injecting pipe extends within the range of the foundation body and is axially movable in a protective tube.

6. An apparatus as claimed in claim 3, wherein in the injecting pipe is provided with non-return valve and communicates with a flushing pipe the inlet end of which is disposed above the foundation body.

7. An apparatus as claimed in claim 1, wherein the load distributing beam is anchored in the overlying ground.

8. An apparatus as claimed in claim 1, wherein the foundation body is provided with a weight.

9. An apparatus as claimed in claim 1, wherein the foundation body is anchored in the overlying ground.

10. An apparatus as claimed in claim 3, wherein the injecting pipe extends within the range of the separate foot block and is axially movable in a protective tube.