FIELD: civil engineering. SUBSTANCE: cap of pile includes metallic body 1 and metallic insertion pieces 2 being subdivided into internal and external ones. External ones are located between body 1 of the cap and pile 3, and internal ones are placed in pile cavity. Wedge 4 is installed between the insertion pieces. The wedge is composed of two parts. There is hidden erection eye 5 on each wedge part to withdraw the wedge after piling. Wedge angle corresponds to Morse cone to provide reliable coupling the wedge and internal insertion pieces in piling. Wooden shims 6 and 7 are placed onto pile 3 head and wedge 4 to level stresses. EFFECT: strengthened head of hollow pile. 2 dwg
Title | Year | Author | Number |
---|---|---|---|
PILE CAP | 1991 |
|
RU2005850C1 |
PILE CAP | 0 |
|
SU1491965A1 |
IMPACT-RESISTANT DRIVEN PILE | 2017 |
|
RU2656648C1 |
PILE CAP | 0 |
|
SU643589A1 |
METHOD OF CONSTRUCTING PILE FOUNDATION | 0 |
|
SU633986A1 |
0 |
|
SU614170A1 | |
0 |
|
SU553331A1 | |
SEPARATING PILE WITH STRESS CONCENTRATORS | 1999 |
|
RU2149950C1 |
PILE CAP | 0 |
|
SU1724813A1 |
CAP FOR DRIVING PILES WITH CANTILEVER | 0 |
|
SU1553609A1 |
Authors
Dates
1995-09-27—Published
1993-01-13—Filed