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METHOD FOR ERECTING PILE BASE AND/OR PILE FOUNDATION, METHOD FOR ERECTING AND/OR RECONSTRUCTION OF A BUILDING OF INHABITABLE, INDUSTRIAL OR SOCIAL APPLICATION, METHOD FOR ERECTING AND/OR RECONSTRUCTION OF A CONSTRUCTION OF TRANSPORT OR INDUSTRIAL APPLICATION
METHOD FOR ERECTING PILE BASE AND/OR PILE FOUNDATION, METHOD FOR ERECTING AND/OR RECONSTRUCTION OF A BUILDING OF INHABITABLE, INDUSTRIAL OR SOCIAL APPLICATION, METHOD FOR ERECTING AND/OR RECONSTRUCTION OF A CONSTRUCTION OF TRANSPORT OR INDUSTRIAL APPLICATION
FIELD: civil engineering. SUBSTANCE: whenever base is being prepared compressed are convey ways as ways for carrying piles and/or pile-columns for distributing and/or erection and for moving pile drivers. At least the piles and/or pile-columns are partially distributed at an angle to appropriate axes of adjacent, parallel rows if pile field the distribution of piles is taken part between. Angle value in plane is accepted on the base of column and pile or pile-column head positions beyond bounds of axes of these rows by a value that does not exceed 3 to 5 diameters or 3 to 5 values of the highest pile cross-section size, or that is not less than 0.7 m to the closest convey way bound in the adjacent inter-row spacing. At least a part of leader wells are of alternating cross-section, down through all the depth, or constant cross-section at least down through a part of depth. The volume of this cross section is 20 - 80 %. This part of a pile or a pile-column is deepened in the ground. Different options to made structure members and different processes to made those are presented. EFFECT: small power and labour consumption, decreased fuel consumption and environmental contamination. 110 cl
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