RO82201B1 - Deep foundation - Google Patents

Deep foundation

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Publication number
RO82201B1
RO82201B1 RO107437A RO10743782A RO82201B1 RO 82201 B1 RO82201 B1 RO 82201B1 RO 107437 A RO107437 A RO 107437A RO 10743782 A RO10743782 A RO 10743782A RO 82201 B1 RO82201 B1 RO 82201B1
Authority
RO
Romania
Prior art keywords
foundation
mud
bentonite
kelly
transmit
Prior art date
Application number
RO107437A
Other languages
Romanian (ro)
Inventor
Dumitru Bojan
Original Assignee
Trustul De Constructii Chimice
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 Trustul De Constructii Chimice filed Critical Trustul De Constructii Chimice
Priority to RO107437A priority Critical patent/RO82201B1/en
Publication of RO82201B1 publication Critical patent/RO82201B1/en

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Abstract

Inventia se refera la o fundatie de adîncime cu sectiune variabila pentru constructii, realizata cu ajutorul utilajului Kelly. Fundatia de adîncime, conform inventiei, este alcatuita dintr-o talpa de fundatie din beton sau beton armat turnata pe o înaltime egala cu cca 1/20' 1/10 din înaltimea fundatiei, sub protectia unui noroi bentinitic normal sau întaritor, într-o transee sapata cu ajutorul utilajului Kelly si dintr-un element liniar din beton armat prefabricat, încastrat la partea inferioara în talpa de fundatie, avînd rolul de a transmite talpii de fundatie, avînd rolul de a transmite talpii de fundatie încarcarile preluate de la suprastructuri. Spatiul ramas liber în jurul elementului prefabricat, în cazul saparii sub protectie noroiul bentonitic normal, se umple cu pietris compactat, concomitent cu evacuarea noroiului bentonitic, iar în cazul spalarii sub protectia noroiului bentonitic întaritor, ramîne umplut cu noroiul bentonitic întarit.The invention relates to a deep foundation with a variable section for construction, made by the Kelly machine. The depth foundation according to the invention consists of a foundation foundation made of concrete or reinforced concrete casting at a height of approximately 1/20 '1/10 of the foundation height under the protection of a normal or hardened benthic mud in a trenches dug using the Kelly machine and a linear pre-fabricated reinforced concrete element embedded at the bottom into the foundation soles to transmit the foundation soles to transmit the foundation loads to the loads taken from the superstructures. The free space around the prefabricated element, in the case of normal benthonic mud excavation, is filled with compacted gravel, concomitant with the bentonite sludge discharge, and when washed under the protection of the bentonite mud, it remains filled with the reinforced bentonite mud.

RO107437A 1982-05-05 1982-05-05 Deep foundation RO82201B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RO107437A RO82201B1 (en) 1982-05-05 1982-05-05 Deep foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RO107437A RO82201B1 (en) 1982-05-05 1982-05-05 Deep foundation

Publications (1)

Publication Number Publication Date
RO82201B1 true RO82201B1 (en) 1985-01-30

Family

ID=40903240

Family Applications (1)

Application Number Title Priority Date Filing Date
RO107437A RO82201B1 (en) 1982-05-05 1982-05-05 Deep foundation

Country Status (1)

Country Link
RO (1) RO82201B1 (en)

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