Mining

Page 1

LAMANNA Luigi Franco December, 2014


SUBSURFACE MINING

Applications 1) - CAVITY FILLING 2) – COAL FACE STABILISATION

3) – COAL AND STRATA CONSOLIDATION 4) – INJECTION BOLTING 5) – ROOF AND RIB BOLTING

6) – RADIAL ROCK BOLTING 7) – FOREPOLING 8) – SEALING AGAINST GAS AND WATER


LONGWALL AND ROOM AND PILLAR METHODS OF MINING CAN BOTH BE USED FOR MINING SUITABLE UNDERGROUND COAL SEAMS. LONGWALL HAS BETTER RESOURCE RECOVERY (ABOUT 80% COMPARED WITH ABOUT 60% FOR ROOM AND PILLAR METHOD, FEWER ROOF SUPPORT CONSUMABLES ARE NEEDED, HIGHER VOLUME COAL CLEARANCE SYSTEMS, MINIMAL MANUAL HANDLING AND SAFETY OF THE MINERS IS ENHANCED BY THE FACT THAT THEY ARE ALWAYS UNDER THE HYDRAULICROOF CHOCKS, CONVEYOR HYDRAULIC SUPPORTS WHEN THEY ARE EXTRACTING COAL. LONGWALL MINING AND SHEARER

All photos illustred are copied from the WEB

MINING EQUIPMENT

LONGWALL MINING IS A FORM OF UNDERGROUND COAL MINING WHERE A LONG WALL OF COAL IS MINED IN A SINGLE SLICE (TYPICALLY 0.6 – 1.0 M THICK). THE LONGWALL PANEL (THE BLOCK OF COAL THAT IS BEING MINED) IS TYPICALLY 3 – 4 KM LONG AND 250 – 400 M WIDE.


INJECTION RESINS AND BOLTS FOR COAL MINING


Application in Mining POLYMER RESINS FOR MINING AND HARD ROCK MINING (AND TUNNELING): - Pre-injection and Post-injection - Injection / Rock Bolting - Mine Backfill INJECTION RESINS FOR MINING (AND TUNNELING): - Water stopping - Sealing against gas (and water) - Water ingress reduction and ground consolidation - Rehabilitation of tunnel linings - Consolidation and cavity filling HARD ROCK TBM APPLICATIONS IN UNDERGROUND MINING: - Anti-wear and Anti-dust - Anti-clogging - Anchoring - Spray applied waterproofing membrane - Injection (TBM is safer than drill and blast: no explosives - no trucking, therefore less underground traffic and better ventilation – excavation is much cleaner lowering the risk of rock fall – TBM will be equipped for application of shotcrete, bolts, mesh and steel sets – no requirement to work under unsupported ground)


- STRENGTHENING AND STABILIZATION OF COAL SEAMS OR ORE DEPOSIT LAYERS BEFORE EXPLOITATION;

- CROSSING OF FAULT ZONES; -STABILIZATION OF WORKING FACE-OPENING CROSSINGS IN COAL MINES; -SECURING OF COAL SEAM OVERLAYING LAYERS AHEAD OF PROGRESSING WORKING-FACE OR ORE STOPE; -STABILIZATION OF SURROUNDING OF MINE WORKINGS; -STRENGTHENING OF FOOTWALL USING RESIN GROUTING; -LOWERING OF PERMEABILITY OF WATER AND GAS IN ROCK, COAL SEAMS OR BARRIERS; - STRENGTHENING OF COAL IN SURROUNDING OF MINE WORKINGS ENDANGERED BY SHOCK BUMPS; - SECURING OF STABILITY IN THE SURROUNDING OF PITS, STAPLE PITS AND SHAFTS;

- LIMITATION OF MINE WINDS DRAFTS; - ANCHORING OF ROCKS; - STABILIZATION AND INSULATION OF OLD PITHEADS.


THE NAME PRODUCTS, DESCRIPTION AND CHARACTERISTICS: “GLOBALFOAM-SP (Fire resistant)” CAVITY FILLING - silicon-mineral-organic formula with a high expansion capacity studied for waterproofing and consolidating friable rocks and earth, filling cracks and cavities, ducting water in water table areas. Non-toxic and self extinguishing, no production of harmful fumes.FIRE RESISTANT.

“GLOBALFOAM-WR” and “GLOBALFOAM-WR-NF (Fire resistant)” WATER SEALING - polyurethane resin extremely reactive on contact with water, suitable for sealing cracks, joints, empty spaces, as well as consolidating crushed rock or concrete areas, provided that there is humidity “GLOBALFOAM-PU” and “GLOBALFOAM-PU-NF (Fire resistant)” WATER SEALING - polyurethane resin, self-estinguishing,, suited for sealing of cracks, joints, cavity filling, and for consolidation of crusche manufacture made of stone or cement, in presence of dampness. In contact with water starts a chimica reaction that forms a closed-cells consolidating foam, which is waterproof and has a good chimica stability. FIRE RESISTANT “GLOBALSTONE” and “GLOBALSONE-LV (Fire resistant)” SEALING AND STRUCTURAL BONDING OF FISSURES AND CRACKS (FLEX) - STRATA CONSOLIDATION – Organic-mineral two components resin, not expansible, characterized by low viscosity, excellent chimica stability, mechanical resi stance and flexibility. Ideal for water-proofing fractured rock, consolidation of loose land and rock, crack and cavity filling. Especially suitable for bonding injection drill bolts because the resins cure within just a few minutes and the bolt can be loaded in a very short time. FIRE RESISTANT.


BOLTING SYSTEMS FOR MINING


THE NAME PRODUCTS, DESCRIPTION AND CHARACTERISTICS: “GLOBALSTONE” and “GLOBALSTONE-LV50” - GLOBALSTONE (BOLTING SYSTEM FOR TUNNELLING AND MINING): SEALING AND STRUCTURAL BONDING OF FISSURES AND CRACKS - two-component siliconmineral-organic formula with low viscosity, does not expand, with high mechanical strength. Ideal for waterproofing broken rocks, consolidating land and rocks subject to land slide, filling cracks and cavities as well as for constructions, coatings and insulating materials, for waterproofing the walls of tanks and aqueducts. Non-toxic and non-polluting.FIRE RESISTANT.

- GLOBALSTONE-LV50 (BOLTING SYSTEM FOR TUNNELLING AND MINING): SEALING AND STRUCTURAL BONDING OF FISSURES AND CRACKS (FLEX) - STRATA CONSOLIDATION – Organic-mineral two components resin, not expansible, characterized by low viscosity, excellent chimica stability, mechanical resi stance and flexibility. Ideal for water-proofing fractured rock, consolidation of loose land and rock, crack and cavity filling. Especially suitable for bonding injection drill bolts because the resins cure within just a few minutes and the bolt can be loaded in a very short time. FIRE RESISTANT.



TYPE OF ANCHORED ROCKBOLTS YES

ADHESION

RESIN INJECTION CEMENT

NO

“GLOBALSTONE-LV50” ORGANO-MINERAL FOAM FOR STRATA CONSOLIDATION - CONVENIENT - SIMPLE - VERY HIGH STR. ANCHOR - PERFECT FOR VERTICAL AND OVERHEAD ROUTING

ROCKBOLTS THESE ARE REINFORCING ELEMENTS WHICH ARE TENSIONED DURING INSTALLATION. THEY CONSIST OF A ROD AND MECHANICAL OF GROUTED ANCHORAGE (RESIN INJECTION) COUPLED WITH SOME MEANS OF APPLYING AND RETAINING THE ROD TENSION. MECHANICAL FIXING ARE SUITABLE FOR HARD ROCK, WHEREAS GROUTED, FIXED LENGTH BOLTS CAN BE USED IN MOST ROCK TYPES. THE LENGTH VARIES BETWEEN 2 TO 8 M FOR RESIN INJECTION BARS, AND 3 TO 20 M FOR AN EXPANDING SHELL FIXING ON A BAR.


ANCHOR

RESIN CARTRIDGE - FLAMMABLE

NO

RESIN ANCHOR GLOBALSTONE - NON-FLAMMABLE

YES

FULL COLUMN RESIN BOLT

CARTRIDGE NO

“GLOBALSTONE-LV50” ORGANO-MINERAL FOAM FOR STRATA CONSOLIDATION -The product has greater penetration into cracks (0.005 inches); -The product not only anchors iron bars but it also consolidates crumble and unstable rocks; - The product block water inflows.


GLOBALSTONE-LV50

SUPPORT SYSTEM CARACTERISTICS SUMMARY: - Mixing ratio of 100:83 parts by mass (1:1 parts by volume). - Compressive strength: 51,97 Mpa after 24 hours at 22째 C and 60% R.H. - Flexural strength: 26,50 Mpa after 24 hours at 22째 C and 60% R.H. - Mechanical anchors: . Pull-out resistence:

excellent

-Resin point anchor:

very good

- Full-column resin:

very good

- Sandstone, occasional false roof: . Mechanical anchors: . Resin point anchor:

very good very good


All photos illustred are copied from the WEB

NO

NO

Rock disaggregation between bolts extends nearly to bolt anchorage SO HERE WHAT CAN HAPPEN WHEN CARTRIDGES ARE USED FOR ANCHORING BARS NO

- CARTRIDGES - CEMENT

YES

- INJECTION CHEMICAL GROUTING “GLOBALSTONE-LV50”


All photos illustred are copied from the WEB

THE SCREENED ENTRY IS STABLE AND THE FLOOR IS CLEAR.

THE UNSCREENED IMPASSABLE.

ROCK DISAGGREGATION BETWEEN BOLTS EXTENDS NEARLY TO BOLT ANCHORAGE

ENTRY

IS


ARRANGEMENT OF ROCK BOLTS TO SUPPORT ROOF EXCAVATION

ROCK BOLT INJECTION ARE USED WHERE A CONVENTIONAL CONSOLIDATION (WITH PACKERS AND INJECTION PIPE) CANNOT BE EXPECTED TO PROVIDE ADEQUATE STABILIZATION. TYPICAL APPLICATIONS FOR INJECTION ROCK BOLTS ARE:

- STABILISATION OF BELT ENTRY; - INTERSECTION OF FAULTS; - ATTACHMENT OF POST ROCK FALL PACKER IN THE LONGWALL; - STABILISATION OF ROOFS AND FACES IN DRIFTING; - COAL FACE STABILISATION IN THE LONGWALL; - COAL AND STRATA CONSOLIDATION; - GLUING OF GRP AND STEEL BOLTS IN DRILLING AND IN RISE DRIFTS AND DIP HEADING; - GLUING OF SUPPORT BOLTS IN THE BELT ENTRY; - SECURING OF THE DRIFT FACE . THE SETTING PROCESS REQUIRES A “GLOBALSTONE” WITH ALMOST THIXOTROPIC PROPERTIES.


ROCK BOLTING SYSTEM FOR MINING SUSTAINING AN UNSTABLE BLOCK ANCIEN A SOLID ROCK TO THE ROOF OF THE SAME

UNRAVELING OF ROCK BETWEEN BOLTS LEADS TO ROOF FALL GLOBALSTONE-LV50 FRACTURED ROCK DRILL BOLT

ROCK BOLTING MACHINES

THE 2-COMPONENT INJECTION RESINS “GLOBALSTONE” AND “GLOBALSTONE-LV50” (FLEX) ARE ESPECIALLY SUITABLE FOR BONDING BECAUSE THE RESIN CURE WITHIN JUST A FEW MINUTES AND THE BOLT CAN BE LOADED IN A VERY SHORT TIME


ROCK BOLTING SYSTEM FOR MINING ANCHOR A BLOCK WITHOUT COHESION ON THE BOARDS

GLOBALSTONE

THE PNEUMATIC DRIVEN SINGLE PLUNGER PUMP FOR MINING


ROOF CONDITION IS EXCELLENT IN BLACK SHALE AND DETERIORATES WHEN GRAY SHALE IS EXPOSED EXAMPLE HAZARDOUS ROOF CONDITIONS OCCUR ON THE MARGINS OF A SANDSTONE CHANNEL AT A MINE

THE PNEUMATIC DRIVEN SINGLE PLUNGER PUMP FOR MINING

GLOBALSTONE

COAL PILLAR


IDEALIZED PUR INJECTION (GLOBALSTONE-LV50 OR GLOBALFOAM-SP) DESIGN

“GLOBALSTONE-LV50”, ORGANO-MINERAL FOAM STRATA CONSOLIDATION -

FOR

“GLOBALFOAM-SP”, ORGANOMINERAL FOAM FOR CAVITY FILLING SEALING AND CONSOLIDATION -

IN ORDER TO SEAL THE ROCK, “GLOBALFOAM-SP” AND “GLOBALSTONE-LV50” IS INJECTED, SIMILAR TO CONSOLIDATION BY MEANS OF PACKER AND INJECTION PIPE. THE INJECTION “GLOBALFOAM-SP” AND “GLOBALSTONE-LV50” RESINS DEVELOPED SPECIFICALLY FOR THIS APPLICATION SEAL OFF THE CRACKS, THEREBY PREVENTING ANY FURTHER ENTRANCE OF GAS AND WATER.


ROCK BOLTING SYSTEM FOR MINING ANCHORAGE OF A BLOCK WITH COHESION ON THE BOARDS

BOLT SUPPORT FOR A SLIDING WEDGE

GLOBALSTONE-LV50

“GLOBALSTONE-SERIES” IS A RAPID-HARDENING AND RAPIDCURING SILICATE RESINS. “GLOBALSTONE SERIES” MAY BE USED WITH OVERHEAD BOREHOLES WITH LARGE DIAMETERS AS WELL SINCE IT HARDENS VERY QUICKLY RIGHT AFTER MIXING. ONCE BOTH COMPONENTS HAVE BEEN MIXED TOGETHER, THE RESIN BEGINS HARDENING, BECOMES VISCOUS AND CANNOT FLOW EVEN INTO LARGE CRACKS ON ITS OWN BUT HAS TO BE PUMPED IN

DRILL BOLT IN FIBERGLASS

IDEALLY MOUNTED PNEUMATIC OR HYDRAULIC HAMMER DRILLS ARE USED


REINFORCING THE T-JUNCTION AREA

- “GLOBALFOAM-PH”, PHENOLIC FOAM FOR INJECTION AND CAVITY FILLING - “GLOBALFOAM-SP”, ORGANO-MINERAL FOAM FOR CAVITY FILLING SEALING AND CONSOLIDATION

IN ORDER TO SEAL THE ROCK, “GLOBALFOAM-SP” AND “GLOBALSTONE-LV50” IS INJECTED, SIMILAR TO CONSOLIDATION BY MEANS OF PACKER AND INJECTION PIPE. THE INJECTION “GLOBALFOAM-SP” AND “GLOBALSTONE-LV50” RESINS DEVELOPED SPECIFICALLY FOR THIS APPLICATION SEAL OFF THE CRACKS, THEREBY PREVENTING ANY FURTHER ENTRANCE OF GAS AND WATER.


All photos illustred are copied from the WEB - EJGE

SCREENING OF RIB GUTTERS CAN STOP FURTHER DETERIORATION

TENSION CRACK DEVELOP IN ENTRY CENTER AS ROOF SAGS


CONSOLIDATION OF A COAL FACE

MODERN MINING EXPANDS INTO INCREASING DEPTHS. THE COAL EXTRACTION GETS MORE DIFFICULT. THE APPLICATION OF “GLOBALFOAM” AND “GLOBALSTONE” IN THE FORM OF DOUBLE-COMPONENT MANMADE RESINS ENABLES EFFECTIVE CEMENTING OF FISSURES IN THE DISINTEGRATED ROCK MASS WHICH ENABLES ALSO SUCCESSFUL DRIFTING OF MINE WORKINGS IN THESE CONDITIONS. THERE IS ALSO POSSIBLE THE SEALING OF ROCK STRATA AGAINST WATER INFLOW AS WELL AS GAS INFLOW. THE MATERIAL IS CHARACTERIZED BY EXCELLENT ISOLATION AND STICKING PROPERTIES. MIXING OF BOTH COMPONENTS IS BEING MADE IN THE SPECIAL MIXING CHAMBER WHICH IS LOCATED JUST BEHIND THE PUMP. THE MATERIAL GROUTING IS PROVIDED BY MEANS OF GROUTING NEEDLES AND/OR GROUTING ROCKBOLTS. THE MIXING CHAMBER IS LOCATED IN THE CLOSE VICINITY OF THE BOREHOLE INPUT, IN WHICH THE REINFORCEMENT HAS TO BE MADE. THE RESIN TYPE “GLOBALSTONE” PENETRATES INTO NEIGHBOURHOOD FISSURES AND JOINTS UP TO THE DISTANCE OF MANY METERS (20 METERS) AND, FOLLOWING, THE EFFECTIVE REINFORCEMENT AND SEALING OF THE ROCK MASS IS BEING PROVIDED. THE PUMP SUCKS THE COMPONENT A AND COMPONENT B AND PUSHES ALL BOTH COMPONENTS USING PRESSURE HOSES TO THE BOREHOLE, WHERE THE COMPONENTS ARE MIXED IN THE MIXING UNIT AND THE READY-TO-USE RESIN IS PRESSURIZED INTO THE ROCK MASS USING A PACKER AND / OR INSTALLED GROUTING ROCKBOLT. THE PRESSURIZING OPERATION CONTROL IS BEING MADE BY MEANS OF VALVES CONTROLLED BY PRESSURE METER MONITORING. USED PRESSURE MAX 200 BAR. DUE TO CONSISTENT FURTHR DEVELOPMENT, WE ARE ALSO ABLE TO FULFIL THE INCREASING DEMANS OF MODERN MINING.


COAL FACE CONSOLIDATION / STABILIZATION CAVITY FILLING involves the pumping of phenolic foam or organo mineral foam into a large void or cavity. When mixed with a catalyst the resin undergoes rapid expansion (GLOBALSTONE- LV50 - NO expansion) to form a dense foam that plugs cavity, stabilizes debris and prenents gas accumulation in the void. HYDRAULIC ROOF SUPPORT

-

“GLOBALSTONE-LV50”, ORGANO-MINERAL FOAM FOR STRATA CONSOLIDATION

-

“GLOBALFOAM-PH”, PHENOLIC FOAM FOR INJECTION AND CAVITY FILLING

-

“GLOBALFOAM-SP”, ORGANO-MINERAL FOAM FOR CAVITY FILLING SEALING AND

CONSOLIDATION


CONSOLIDATION OF CAVED DEBRIS/GAS SEALING RESP. FIRE FIGHTING

HYDRAULIC ROOF SUPPORT

-

“GLOBALFOAM-PH”, PHENOLIC FOAM FOR INJECTION AND CAVITY FILLING

-

“GLOBALFOAM-SP”, ORGANO-MINERAL FOAM FOR CAVITY FILLING SEALING AND CONSOLIDATION


FILLING CAVITIES CAUSED BY ROOF FALLS

CAVITY FILLING via pumping of phenolic foam or organo mineral foam into void over the longwall face.

HYDRAULIC ROOF SUPPORT

-

“GLOBALFOAM-PH”, PHENOLIC FOAM FOR INJECTION AND CAVITY FILLING

-

“GLOBALFOAM-SP”, ORGANO-MINERAL FOAM FOR CAVITY FILLING SEALING AND CONSOLIDATION


USE OF “TBM” IN MINE

TO FOLLOW: Schematic representation of erroneous procedures sometimes adopted when crossing fault zones. The sketch illustrates a real case in a gneiss rock mass. - FILLING OF CAVERNS BEHIND THE LINING OF THE UNDERGROUND WORK - PROTECTION WHILE CROSSING FAULT ZONES - SECURING OF TUNNELING WITH PROTECTIVE SHIELD - PREVENTIVE IMPROVEMENT OF MECHANICAL PROPERTIES OF THE ROCK MASSIVE - INSULATION AND STOPPING OF INFLOWS INTO THE UNDERGROUND WORK - ADDITIONAL INSULATION ON THE BACKSIDE OF TUNNELS - TRENGTHENING OF THE SURROUNDING AND OVERLAYING LAYERS OF EXISTING UNDERGROUND WORKS


Rock tunneling machine

All photos illustred are copied from the WEB


1) - CONSOLIDATIONS BY “TBM”: EXAMPLE OF TREATMENT AND STABILISATION OF THE TUNNEL FACE AND AHEAD OF THE RAVELLING GROUND SECTION


TREATMENT AND STABILISATION OF THE TUNNEL FACE AND AHEAD OF THE RAVELLING GROUND SECTIONS

BORINGS L= 8,00 M. FOR TREATMENTS AND DRAINAGE

FAULT GAUGE

LANDSLIDE TREATMENTS

INJ ECTION OF “GLOBALFOAM-SP” RESIN

PRE-POST INJECTION DRAINAGE BORING L = 5-10-15-20 M UMBRELLA PILES L = 15-20 M

TBM

FIBERGLASS MICROPILE

DEEPLY FRACTURED GNEISS SOUND GNEISS

Schematic representation of erroneus procedures sometimes adopted when crossing fault zone. The sketch illustrates a real case in a gneiss rock mass. Tunnel collapse: 1. The TBM is pulled back to remove the gneiss block; 2. the TBM starts and a first collapse occurs; 3. fast ground injections “GLOBALFOAM-SP” are carried out; 4. the TBM restarts and a second collapse occurs with a large water inrush; 5. the TBM is permanentkly stopped.


2) - CONSOLIDATIONS BY “TBM”: EXAMPLE OF CONSOLIDATION AROUND THE FRONT OF EXCAVATION IN THE PRESENCE OF WATER WITH A FAULT ZONE


INJECTION RESIN FOR TUNNELING AND UNDERGROUND ENGINERING

WATER BEARING ZONE

PROBE DRILLHOLE

INJ ECTION “GLOBALFOAM-WR” RESIN FOAMS UPON CONTACT WITH WATER (One component water sealing injection resin for cracks and fissures in rock)

INJ ECTION “GLOBALFOAM-SP” RESIN

TBM

INJ ECTION “GLOBALFOAM-WR” RESIN FOAMS UPON CONTACT WITH WATER (One component water sealing injection resin for cracks and fissures in rock)

When the most important problem is water the basic principle of pre-ground treatment is to utilized the ground surrounnding the tunnel as a load bearing ring and make it an integral part of the primary support and lining. This conceprt can be reached by creating a tight ground ring around the lining so that the hydrostatic pressure inthe outer permeable ground would act on the grouted ring instead of on the lining.


Mr. LAMANNA Luigi Franco

INDIPENDENT CONSULTANT TUNNELING , MINING AND OIL SPECIALIZED IN MECHANIZED TUNNELING WITH HARD ROCK TBM AND SOFT SOIL EPB SHIELDS EXPERT AND CONSULTANT IN STRUCTURAL REINFORCEMENT LAMANNA Luigi Franco, performs for 40 years professional consulting and technical direction in the various sectors of civil, industrial, military, hydraulics, railway, highway and recent years in the sector of “tunneling” and “mining” on the correct use of special “resin” and related technologies for consolidation, repair and maintenance of masonry, concrete, iron and wood. Is the author of numerous scientific publications and is always engaged in the study and development of “innovative materials” and related techniques and technologies used.


- MAINTENANCE OF AIRPORT PAVEMENTS, ROAD TRANSPORT AND CONDUCTIVE/DISSIPATIVE PAVEMENTS - INJECTION RESINS SYSTEM IN TUNNELLING, MINING AND CIVIL ENGINEERING - DAMS and CONCRETE

BRIDGS - REPAIR, PROTECTION AND REINFORCEMENT OF STRUCTURAL

- SOLUTIONS FOR PRE-EXCAVATION GROUTING IN ROCK TUNNELING AND MINING


LAMANNA LUIGI FRANCO Independent Technical Consultant

Provide strong engineering solutions for our clients by planning, designing and supervising construction of infrastructure projects in the fields of energy, transportation, resources, urban and public sector development.

- Hydropower - Railways - Roads

- Tunnels - Mining - Bridgs


THE ITALIAN EXPERTS IN THE SERVICE OF SAFETY IN MINES (AND TUNNELING)

Luigi Franco, Mr. LAMANNA 132, via dei Serpenti – 00184 ROME, ITALY, U.E. INDIPENDENT TECHNICAL CONSULTANT Tunnelling Consultant Specialized in Mechanized Tunnelling with Hard Rock TBM and Soft Soil EPB Shields Expert and Consultant in structural reinforcement E-mail: lamannaluigifranco @ gmail.com - epc.consulting.italia @ gmail.com


TECHNICAL AND COMMERCIAL COLLABORATION WITH THE “GLOBALCHIMICA”

GLOBALCHIMICA OFFERS GROUTING MATERIALS FOR REINFORCEMENT OF COAL, ROCKS, SOIL, SAND, ENGINEERING CONSTRUCTIONS AND SEALING OF WATER AND GAS LEAKAGES IN THE FIELD OF MINING, STRUCTURAL, UNDERGROUND AND CIVIL ENGINEERING.


LAMANNA LUIGI FRANCO

Technical Sales Manager of GLOBALCHIMICA DPT Tunnel and Mining

GLOBALCHIMICA SRL is an Italian limited liability company, etablished in 1949 and situated in Lombardore, in the North of Italy, at 20 Km from Turin and 180 Km from Genoa, one of the bigger port of Italy. Manufacturer of chemical products for the building, mould making and mining/tunnelling sector, Globlachimica’s factory size is of 4.500 covered square meters on a total surface of 9.700 m2.


GLOBALCHIMICA SRL has consolidated experience on the mains markets, exporting since 1980 in Eastern Europe, North and South America, Mid East and Southeast Asia, with an export percentage of 60 - 70 % on the total annual sales. Internal structure of the Company is essencial but efficent. With 10 specialized employees on the production line, team of R&D, Commercial - Export department, and Administration. RESEARCH AND DEVELOPMENT (R&D) : GLOBALCHIMICA SRL has a modern research and development laboratory, for controlling raw materials and finished products. This allows, to carry out elaborate organic syntheses independently in the preparation of special raw materials and complex formulae. QUALITY CONTROL: Company’s main purpose is customer satisfaction. To realize this aim, helped from equipments endowed with very high technology, products are subjected to a process to verify that all the mains features are satisfied (Density, Viscosity, Consistency, Dynamometer tests, FTIR and other spectral controls, Chemical analysis, etc.).

TECHNICAL COMMERCIAL DEPARTMENT: E.P.C. CONSULTING SRL (Exclusive world) – Manager: Lamanna Luigi Franco Beside internal commercial-export department, profitable is a cooperation for Tunnelling and Mining sector with engineers and commercial assistants located in ROME (ITALY). CERTIFICATION : since the end of 2007, GLOBALCHIMICA SRL is working to develop ISO 9001 certification, obtained at the beginning of 2010.


Company is shared in 4 divisions :

•Tunneling and mining : Resins for stabilising ground/rock before and after conventional digging or with TBM through injections. •Building : GLOBALCHIMICA SRL produces a comprehensive range of paints, protective coatings and special formulae for building and various purposes, including waterproofing road planking, terrace roofs, car parks, tanks, aqueducts, protective coating of bridges, viaducts, facings, forced ducts, corrosion-proofing of chemical and industrial plants; low, medium and high thickness coating of industrial and domestic floors, structural consolidation of major construction works (tunnels, bridges, viaducts, railways), monumental and civil restoration. •Mould making : Production and marketing of Room Temperature Vulcanizing RTV2 silicone rubbers and polyurethane rubbers for moulds and matrices. Epoxy formulae for moulds and matrices. •Defense : Production of special paints suited for protection and camouflage of military equipments.


EXPOSURE OF OUR PRODUCTS IN INTERNATIONAL TRADE FAIRS


THE ITALIAN CHEMICAL INDUSTRY IN THE SERVICE OF SAFETY IN MINES AND TUNNELING GLOBALCHIMICA srl

16-18, via del Boschetto 10040 LOMBARDORE (TORINO) – ITALY - U.E. e-mail: info @ globalchimica.com TECHNICAL AND COMMERCIAL DEPARTMENT:

DIVISIONS: - TUNNELLING - MINING - OIL - CIVIL ENGINEERING UNDERGROUND ENG. - TBM-EPB (GREASE-SEALANTS, SOIL CONDITIONING FOAMS AND POLIMERS)

Mr. LAMANNA LUIGI FRANCO 132, via dei Serpenti – 00184 ROME – ITALY - U.E.

E-mail: lamannaluigifranco @ gmail.com

epc.consulting.italia @ gmail.com


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