FIELD: building structures, particularly shallow foundations.
SUBSTANCE: method involves creating well by ground excavation, introducing preparatory portion of hardening material in well hollow including calculated part of hardening material; arranging explosive charge in lower well part; securing explosive charge; blowing explosive charge up to create cavity for widened foundation post part; crushing and widening above calculated part after explosion; introducing additional portion of hardening concrete in well up to 4/5 of well height; filling it with calculated part of above material portion. Concrete for casting is used as preparatory hardening material.
EFFECT: reduced time, increased simplicity of foundation building and reliability.
2 cl, 5 dwg
Title | Year | Author | Number |
---|---|---|---|
ERECTION METHOD OF PIER FOUNDATION WITH EXPANDED BASE | 2014 |
|
RU2558869C1 |
EARTH PILE AND METHOD FOR MANUFACTURING EARTH PILES | 2021 |
|
RU2763656C1 |
METHOD FOR INCREASING LOAD-BEARING CAPACITY OF CAST-IN-PLACE PILE | 2003 |
|
RU2241098C1 |
CONSTRUCTION METHOD OF BUILT-IN STRUCTURAL ELEMENTS IN SOIL | 2002 |
|
RU2221918C2 |
METHOD OF ERECTION RAMMING DESIGN IN SOIL | 2015 |
|
RU2605213C1 |
METHOD OF REINFORCEMENT OF FOUNDATIONS | 2008 |
|
RU2360071C1 |
METHOD OF MOUNTING POST INTO SOIL AND POST MOUNTED IN SOIL | 2014 |
|
RU2586338C2 |
METHOD OF DRILLED PILE MANUFACTURING | 2009 |
|
RU2389849C1 |
METHOD OF PILE PRODUCTION | 2017 |
|
RU2654097C1 |
METHOD FOR CREATING BROADENING AT THE END OF PILE | 2016 |
|
RU2651655C2 |
Authors
Dates
2005-01-20—Published
2003-05-23—Filed