·       Consolidarea terenurilor slabe de fundare prin :

 

 

 

 

INJECTII DE LAPTE DE CIMENT

COLOANE DE BALAST

COLOANE DE BETON SLAB

  • Injectii sub platforme in cadrul

Combinatul Petrochimic Midia Navodari;

  • Injectii sub fundatii in cadrul sediului Companiei

Nationale a Uraniului situat pe Str.  Dionisie

        Lupu Bucuresi;

  • Injectii sub fundatii la imobilul LOCATO

situat pe Str. Bdul . N. Balcescu 26;

  • Injectii pentru consolidare platforma statie

        Peco iesirea spre Popesti Leordeni;

Injetii sub radier in cadrul centrului Commercial

                MALL Lujerului;

  • Micropiloti injectati pentru consolidarea drumului

de acces in Comuna Stoilesti – Jud. Valcea;

 

 

Varinta ocolire RUPEA – Jud. Brasov

500 mm diametru

 

 

 

 

 

 

 

 

 

 

 

 

 

 

·                   Fundatii de adancime :

 

 

1.      piloti forati sub protectie de noroi bentonitic D=0.35Έ1.5 m;

            2.   piloti forati cu tubing recuperabil  avand diametrul D = 0.62 Έ 1.2 m;

 

 

Piloti forati sub protectie de noroi bentonitic

Piloti forati cu tubing recuperabil

 

Ansamblu vile de lux – Str. Gh. Titeica

Piloti avand 400 mm diametru

 

Statia de METROU NICOLAE GRIGORESCU

Piloti avand 880 mm diametru

Complex commercial BILLA – Barbu Vacarescu

Piloti avand 400 mm diametru

 

Spitalul de Urgenta Bucuresti

Piloti avand 620 mm diametru

Sala Sporturilor Galati

Piloti avand 400 mm diametru

 

Ansamblu vile de lux – Str. Gh. Titeica

Piloti avand 620 mm diametru

 

 

Complex commercial BILLA – Barbu Vacarescu

Piloti avand 620 mm diametru

 

 

Complex commercial CORA – Pantelimon

piloti avand 620 mm diametru

 

  • Cap Radar BUCIUMENI  - cu piloti avand 450 mm diametru;
  • Palatul Kiselef – Sediul ING Bank – cu piloti avand 400 mm diametru;
  • Sediul BNR din Constanta – cu piloti avand 400 mm diametru;
  • Palatul voievodal Turda – cu piloti avand 400 mm diametru;
  • Palatul Sighisoara  - cu piloti avand 400 mm diametru;
  • Sediul BRD corp nou – cu piloti avand 400 mm diametru;
  • Teatrul Odeon Bucuresti – cu piloti avand 400 mm diametru;
  • Consulatul Britanic din Str. Calea dorobanti – cu piloti avand 400 mm

diametru;

  • Castelul Peles – Sinaia – cu piloti avand 400 mm diametru;

 

       

  • Pile Poduri – Autostrada Bucuresti – Constanta – cu piloti avand 880 mm diametru;
  • Consolidare Pod Crevedia – cu piloti avand 1080 mm diametru;
  • Consolidare DN 1a Cheia – cu piloti avand 620 mm diametru;
  • Complexul commercial TOMIS – MALL –Constanta – cu piloti avand 620 mm diametru;
  • Diferite immobile particulare – cu piloti avand 620 mm diametru;

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1.               Sprijinirea excavatiilor cu :

 

piloti forati perimetrali :

 

 

PILOTI  SECANTI

PILOTI  TANGENTI

PILOTI DISTANTATI

SOLUTIA BERLINEZA

METROU NICOLAE GRIGORESCU

 Piloti de 620 mm Diametru;

 

      METROU NICOLAE GRIGORESCU

Piloti de  880 mm Diametru;

 

Sediu CONNEX – Str. Vasile Milea

Piloti de 620 mm diametru;

Sediu MECANO EXPORT- Bdul. Dacia

 

Sediu MECANO EXPORT – Bdul Dacia

Piloti de 620 mm diametru;

 

Sediu LITEXCO – Calea Stirbei Voda

Piloti de 400 mm diametru;

 

Sediu DUFA – Str. Danielopol

Piloti de 400 mm diametru;

Accese in Statia de METROU – PAJUREI

 

 

 

Pasajul subteran PRISMA – DN1

Piloti de 620 mm diametru;

 

Magazin TOMIS MALL – Constanta

Piloti de 620 mm diametru;

HOTEL CONTINENTAL – IBIS

Izvor 82 – 84

Bucuresti

 

Foraj de 400 mm diametru;

 

 

          

     Imobil birouri – Str. Calea Buzesti

            Piloti de  620 mm diametru;

 

Sprijinire drum acces Olanesti

Piloti de 620 mm diametru;

 

Sedii de firma – Str. Vulturilor

Piloti de 400 mm diametru;

Statia de METROU – 1 DECEMBRIE

Foraj de 620 mm diametru;

 

 

    Imobil birouri – Str. Calea Dorobanti

         Piloti de 880 mm diametru;

 

Imobil birouri – Str. Calea Buzesti

Piloti de 400 mm diametru;

Imobil birouri – Str. Sirbei Voda

Piloti de 400 mm diametru;

 

 

 

Complex commercial MALL- LUJERULUI

620 mm diametru;

 

 

 

HOTEL GUGI – Constanta  - cu piloti avand  400 mm diametru;

 

                                                               

                  

·       PUTURI DE EPUISMENT – LUCRARI DE DEPRESIONARE

 

 

Coborarea niveluli hidrostatic

Imobil de birouri – Str. Stirbei Voda

 

Coborarea nivelului hidrostatic

Sediu Mecano – Export – Str. Bdul Dacia

 

Coborarea nivelului hidrostatic

Imobil – Str. Scarlatescu

 

Coborarea niveluli hidrostatic

Imobil birouri – Str. Calea Dorobanti

 

 

Coborarea nivelului hidrostatic

Fabrica de ciment Holcim – Campulung Muscel

Coborarea niveluli hidrostatic

Cuva tratament termic – TYMKEN - Ploiesti

 

Coborarea nivelului hidrostatic

Imobil birouri – Str. Calea Buzesti

 

( Imobilul are 3 subsoluri )

 

Text Box: Coborarea nivelului hidrostatic la Imobil – Charles de Gaulle – Bucuresti


( Imobilul are 4 subsoluri )
 

HOTEL CONTINENTAL – IBIS

Str. Izvor nr. 82 – 84

Bucuresti

 

 

 

 

 

 

 

 

                 

·       INCARCARI DE PROBA PE PILOTI

 

1.   Compresiune

2.   Smulgere

3.   Forte orizontale

 

 

 

INCERCAREA  LA  SMULGERE

INCERCAREA  LA  COMPRESIUNE

INCERCAREA  LA  FORTE  ORIZONTALE

 

Imobil de birouri – Calea Dorobanti

Sarcina de incercare 200 tone

Diametrul pilotului 880 mm

 

Imobil Charles de Gaulle – Bucuresti

Sarcina de incercare 800 tone

Diametrul pilotului 800 mm

 

 

 

Sediul CONNEX – Str. Vasile Milea

Sarcina de incercare 150 tone

Diametrul pilotului 620 mm

 

 

 

Imobil Industrial  – Str. Bdul Ion Mihalache

Sarcina de incercare 1100 tone

Diametrul pilotului 1080 mm

 

 

 

Consulatul Britanic – Calea Dorobanti

Sarcina de incercare 50 tone

Diametrul pilotului 400 mm

 

 

 

Sala de Sport – Galati

Sarcina de incercare 60 tone

Diametrul pilotului 400 mm

 

 

 

 

 

 

 

 

 

 

 

 

 

·       STUDII GEOTEHNICE

 

        S.C.  AGISFOR – srl Bucuresti executa lucrari specifice de investigare a terenului prin executia de foraje geotehnice insotite de prelevarea de probe netulburate din sol , determinari insituu ale caracteristicilor terenului prin penetrometrie dinamica cu ajutorul penetrometrului BOROSS , prin Standard Penetration Test , si prin penetrometrie statica . De asemenea pe probele prelevate din foraje se executa incercari de laborator . Se determina nivelul panzei freatice , starea acestuia ( stabil , ascensional ),se efectueaza determinari ale permeabilitatii terenului , precum si analize chimice pe prode de apa prelevate din foraj.

      In urma analizarii tuturor rezultatelor se intocmeste un referat care include recomandari privind solutiile de fundare posibile.

       Astfel de lucrari firma noastra executa in Bucuresti si in tara , avand totodata si lucrari executate in strainatate ( Libya , Egipt , Yemen , Iordania , Klivoirog ).

      Lucrari de studii geotehnice mai recente sunt urmatoarele :

 

1.      Opera Centre Bucuresti

2.      Sediul Mecano Export de pe Bdul. Dacia Bucuresti

3.      Sediul CONNEX din Str. Vasile Milea Bucuresti

4.      Sediul CONNEX din Piata Charles de Gaulle Bucuresti

5.      Sediul CONNEX din Craiova

6.      Imobil situat in Str. Armeneasca Bucuresti

7.      Europa House din Piata Victoriei Bucuresti

8.      Bucharest Business Park – fantana Miorita

9.      Sediul ALPHA BANK din Str. Pangrati Bucuresti

10.  Fabrica de pal din Calarasi

11.  Ansamblul de locuinte din Str. Gh. Titeica Bucuresti

12.  Complex BILLA din Str. Barbu Vacarescu Bucuresti

13.  Complex BILLA din Deva

14.  Complex comercial MALL Lujerului Bucuresti

15.  Complex comercial TOMIS MALL Constanta

16.  Complex comercial CARREFOUR Militari Bucuresti

17.  Palatul de Justitie Bucuresti

18.  Palatul Patriarhal Bucuresti

19.  Castelul PELES Sinaia

20.  Palatul SIGHISOARA din Sighisoara

21.  Hotel SOFITEL Bucuresti

22.  Combinatul Petrochimic Midia – Navodari

23.  Platforma Combinatului Siderurgic Galati ( SIDEX )

24.  Diverse immobile cu destinatie de locuinta

 

 

 

 

COMPANY PRESENTATION

S.C. AGISFOR – srl

                                                                                         Bucharest Romania

 

 

 

1.  INTRODUCTION

 

1.1      S.C. AGISFOR – srl has the number J40 / 14796 / 1992 of registration at the Trade Register from Bucharest and Fiscal code No. R 356041.

1.2      AGISFOR – srl is a Company working in the field of Soil investigation and Special Foundation Works  having an experience of more than 30 years.

1.3      AGISFOR – srl is member of the Romanian Geotechnical and Foundation Society and thus of the International Society for Soil Mechanics and Foundation Engineering. The company is under Culita Cezar ‘s leadership , the chief of the Technical Cometee for Improvement of Soil and Foundations of Romanian Society .

1.4      The company has also geotechnical Specialists with an experience of 20 – 40 years and having abroad specialisation ( MIT – Massachusetts ).

 

2.  ACTIVITY DOMAIN

 

2.1      AGISFOR – srl have succeded in many years before 1989 th of achieve geotechnical studies for important civil and industrial location from Romania ( C.P.C. Midia Navodari , C.Ch. Giurgiu  , Bucharest Subway etc. ) and abroad ( Asyut cement factory – Egipt , Sinjar – Iraq  , Missurata – Libia Silo , block of flats in Tripoly – Libya , Electrical lines from Aman , Aqaba – Iordania , Sanna , Taiz – Yemen ). After 1989 th , due to his experience , Agisfor has rapidely  collaborated with abroad investors completing Geotechnical Studies for World Trade Center , Financial Platza , Bouik Service Center , Romanian Tower etc.

2.2      AGISFOR – srl is working not only for Geotechnical Studies but also executed Special Foundation Works as :

 

·        Benoto piles , Terradril , Franki and bored piles under bentonite sllury protection on different locations from Romania ( C.S. Galati , C.S. Braila , Cap Radar Buciumeni , C.P. Midia Navodari , Piata de Gros Bucuresti ) and abroad ( Cement Factory from Sinjar – Iraq , C.S. Krivoi – Rog  Ucraina );

Also are made cased bored piles for : SELGROSS Schoping Center from Tirgu Mures, BILLA centre from Bucharest and from Deva, buildings on Gh. Titeica Bucharest, Olanesti – Vilcea , Buzesti building , Industrial Export Centre from Bucharest , Office Centre Dorobanti ,  e.tc.

·        Soft soil consolidation by dynamic consolidation procedure ( C.Ch . Giurgiu , Sugar Factory – Fundulea , etc. ) , sand and gravel  columns by vibroflotation procedure ( C.T.S. Zimnicea , CET Turnu Magurele ) , or using vibration procedure with AVP equipment  ( CET Vaslui , block of flats – Giurgiu ) ;

·        Consolidation of foundations and slubs using underground injection procedures ( PETROTEL Ploiesti , C.P. Midia Navodari );

·        Road and embankments works : bridges on Motor way Bucharest – Constanta , National Road DN1a – Cheia , Stoilesti –Vilcea, C.Ch. Tr. Severin , Cap Radar Buciumeni , Bucharest – Constanta Motor Way, Crevedia bridge   Cement Factory Assiut – EGIPT ;

·        Foundation consolidation for historical buildings inside and outside of buildings ( Diplomatic Club  Kiselef Street – Bucharest , Voievodal Palaces from Turda and Bistrita , National Bank of Constanta ).

·        Dewatering systems for underwater level excavation for Buzesti office building , Industrial Export building from Dacia Street Bucharest , Charle de Gaulle centre , Opera business Centre , etc;

·        Protection for excavation with secant , tangent piles ( 620 , 880 mm diameter ) and Berlinez solution to the fallowing sites: subway rail station Nicolae Grigorescu , Pajurei Station , Buzesti office Centre , Dorobanti office centre , etc ;

 

2.3      AGISFOR – srl also offer consultancy for designing and execution of special works such as slurry walls , diaphragm walls , injections , anchorages etc. ( subway tunnel Metro – Bucharest , IRE Craiova , People House – Bucharest , Misurata – Libia Silo , etc. ).

2.4      Because in the last years very often it was necessary to embrance deep excavations for new buildings or near by existing buildings , AGISFOR have development a special technology in order to execute secant or tangent piles and bored piles just tangent to existing footings .Such recent works are :

·        METROU Station Nicolae Grigorescu , CONNEX Center Vasile Milea Street from , MECANO EXPORT Office from Dacia Street , building on Vasile Conta Street all in Bucharest , TOMIS MALL - Constanta , etc. All this piles are casing bored piles.

·        Buildings in Carol Street , Brosteanu Street , Maior Sontu Street , Odeon Theater , National Library , Sport Arena – Galati , Expres Group Hale Bucharest , Germatex Office Bucharest , Opera Center Bucharest , etc.

 

3.  HUMAN RESOURSES

 

The number of permanent personal ( including permanent staff and the firm’s collaborators ) is 37 and is grouped in the following categories :

·        7 engineers ,

·        2 economists – chartered ,

·        8 foreman and attendants ,

·        17 pilling workers ,

·        3 drivers ,

·        1 jurist.

 

4.  MECHANICAL EQUIPMENTS

 

The company ‘ s basic equipment consist of :

·        3 drilling machines for inside ( j = 100 Έ  j = 300 mm ),

·        3 auto – drilling  machines FSC – 2.5 (j = 200 Έ  j = 500 mm ),

·        2 drilling machine BAUER – BG 7  ( j = 620 Έ j = 880 mm ),

·        1 drilling machine WIRTH ECODRILL 10 ( j=620Έj=1500mm ),

·        1 drilling machine BAUER – BG 22 – H ( φ = 620 Έ j =1500mm ),

·        3 penetrometers  - Dynamic penetrometer BOROS , Static penetrometer and            SPT ( Standard Penetration Test ),

·        2 pile and plate – load equipments ,

·        7 transportation vehicles ,

·        laboratory equipments,

·        4 bentonite slurry pumps,

·        3 bentonite mixers ,

·        20 dewatering pumps ,

·        3 mobile wagons ,etc.

 

The firm has also a private area ( near by Bucharest ) where there are workshops for different constructions works , for equipments repairing , for maintaining under service of the machinery and so on.

 

5.  ECONOMICAL ACTIVITY

 

5.1      The economical activity from 1992 when became a privat firm was a progressive one as follows ( in miliom lei ):

 

·        1992 = 25 ( second part of year )

·        1993 = 150

·        1994 = 550

·        1995 = 677

·        1996 = 898

·        1997 = 1584

·        1998 = 5989

·        1999 = 6125

·        2000 = 8234

·        2001 = 17386

·        2002 = 38488

·        2003 = 41549

 

5.2      From 1992 when the private firm was born , all obligations for the state and for the government have been paid at once and it was never necessary to borrow any money from the bank.

 

 

 

                                                                                      GENERAL MANAGER :

 

                                                                                        Dipl. Eng. Cezar Culita