Analiza varovanja gradbene jame s sidranjem na več nivojih

diplomsko delo univerzitetnega študijskega programa

Daniela Panić (Author), Bojan Žlender (Mentor), Borut Macuh (Co-mentor)

Abstract

Ker zaradi gosto naseljenih mest prihaja do primanjkljaja prostora, so se v svetu, kot tudi pri nas začeli izvajati kletni prostori z vedno več etaž. Ker pa zaradi tega posegamo vedno globlje v zemljino, je potrebno takšne izkope ustrezno varovati pred porušitvijo. V diplomskem delu so opisane najpogostejše metode varovanja gradbenih jam. S programskim paketom Plaxis, je narejena elasto plastična analiza opisanih metod. Podlaga za statični izračun izhaja iz obstoječega projekta. Opisane metode varovanja gradbenih jam bomo dimenzionirali, vendar le tiste, katere bo možno ob danih geološko-geotehničnih pogojih tudi izvesti. Za izvedljive metode so bile izvedene stroškovne analize, na osnovi katerih je bila izbrana optimalna metoda varovanja.

Keywords

gradbene jame;zagatna stena;berlinska stena;benotto piloti;armiranobetonska diafragma;

Data

Language:	Slovenian
Year of publishing:	2009
Source:	Maribor
Typology:	2.11 - Undergraduate Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[D. Panić]
UDC:	624.152(043.2)
COBISS:	14094870
Views:	3776
Downloads:	767
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis of multiple anchored excavation pit protection
Secondary abstract:	The densely populated cities lead to lack of space in the world, and also in our state. This is the reason of constructing cellars with more and more floors. Because we encroach on ever deeper into the earth, such excavation is necessary to be adequately protected against the failure. This diploma work describes the most common methods of the protection of the construction pit excavation. The static analyses of described excavation methods were performed with program Plaxis. Basis for the calculation of static builds on the existing project. The described methods were dimensioned, but only those which are feasible to be performed due to geological-geotechnical conditions. The cost analyses of feasible methods were performed, on the basis of which the optimum protection method was chosen.
Secondary keywords:	construction pit;sheet piles;steel beams;benotto piles;diaphragm wall;jet grouting;
URN:	URN:SI:UM:
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo
Pages:	VII, 101 f.
Keywords (UDC):	applied sciences;medicine;technology;uporabne znanosti;medicina;tehnika;engineering;technology in general;inženirstvo;tehnologija na splošno;civil and structural engineering in general;gradbena tehnika;gradbeništvo;substructures;earthworks;foundations;tunnelling;spodnje nosilne konstrukcije (podporne konstrukcije;spodnji ustroji);zemeljska dela (ki so rezultat izkopavanja in nasipanja);temelji;gradnja predorov;
ID:	988439