10/29/14	
  
1	
  
Ηοw	
  important	
  to	
  you	
  is	
  working	
  safely,	
  
whilst	
  saving	
  6me	
  &	
  cost	
  on	
  your	
  
founda6ons	
  projects?	
  	
  	
  
4	
  key	
  factors	
  to	
  consider	
  for	
  your	
  next	
  
founda7ons	
  project:	
  
1.  How	
  do	
  you	
  op7mise	
  piling	
  speed	
  for	
  differing	
  drilling	
  depths	
  &	
  strata?	
  
2.  How	
  do	
  you	
  pile	
  fast	
  &	
  cost	
  effec7vely? 	
  	
  
3.  How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  shoring	
  system?	
  
4.  How	
  do	
  you	
  build	
  basements	
  waterproof	
  minimising	
  de-­‐watering?	
  
Total	
  Founda7on	
  Solu7ons	
  FZCO	
  
Equipment	
  &	
  Exper7se	
  in	
  Founda7ons	
  &	
  Piling	
  
	
  
GCC	
  Distributors	
  of	
  
	
  
	
  
	
  
	
  
CFA	
  Piling	
  Machines	
  
	
  
	
  
	
  
	
  
Rotary	
  Bored	
  Piling	
  Machines	
  
	
  
	
  
	
  
	
  
Mini	
  Piling	
  Machines	
  
	
  
	
  
	
  
Anchoring,	
  Grou7ng,	
  Soil	
  
Inves7ga7on	
  &	
  Water	
  Well	
  
Drilling	
  Machines	
  	
  
	
  
	
  
	
  
Grou7ng	
  	
  Jet	
  
Grou7ng	
  Pumps	
  &	
  
Mixers	
  	
  
	
  
	
  
	
  
Toa-­‐Tone	
  Diaphragm	
  
Wall	
  Trenchers	
  
	
  
	
  
	
  
	
  
Vibratory	
  Hammers	
  &	
  Power	
  
Packs	
  
PACKINGLIST
Hycos B.V.Hycos B.V.Hycos B.V.Hycos B.V. Lissenveld 69, 4941 VL Raamsdonksveer, The Netherlands Tel.: +31 (0) 162 58 23 23 Fax: +31 (0) 162 58 23 29
E-mail: info@hycos.com Internet: www.hycos.com
ING bank: 67.00.63.665 IBAN: NL02 ING 0670.0636.65 K.v.K.: 32104181
Op al onze offertes, op alle opdrachten aan ons en op alle met ons gesloten overeenkomsten zijn toepasselijk de METAALUNIEVOORWAARDEN, gedeponeerd ter Griffie van
de Rechtbank te Rotterdam, zoals deze luiden volgens de laatstelijk aldaar neergelegde tekst. De leveringsvoorwaarden worden u op verzoek toegezonden.
All our quotations, all orders placed with us and all contracts concluded with us are subject to the METAALCONDITIONS, filed with the Register of the District Court of Rotterdam,
as stipulated in the latest text lodged with the said Court. The General conditions of Delivery and Payment will be provided at your request.
Total Foundation Solutions FZCO
Att: Mr. P. Titus
LB 11 007, Jafza 11 (PO Box 18458)
Jebel Ali Free Zone
Dubai
UAE
Tel : +971 4 880 8460
Fax: +971 4 880 8461
CONCERNS DELIVERY OF:
Items::
• Vibratory hammer 52CE / 44CE: 5647 kilo
• Beam: 1000 kilo
• 2 x 142BH clamp: 1600 kilo
• Showstand: 400 kilo
• Total weight: 8647 kilo
Dimensions (HxLxW):
• 52CE / 44CE vibratory hammer: 2134mm x 2485 mm x 530 mm
• Showstand / beam / 2 x 142BH clamp: 1500mm x 3300 mm x 2300 mm
	
  
	
  
	
  
Cemented	
  Carbide	
  
Founda7on	
  Drilling	
  
Tools	
  &	
  Wear	
  Parts	
  
Work	
  safely,	
  saving	
  6me	
  &	
  cost	
  
on	
  your	
  founda6ons	
  projects	
  
How	
  do	
  you	
  op7mise	
  piling	
  speed	
  for	
  differing	
  
drilling	
  depths	
  &	
  strata?	
  Driven	
  Piles	
  
Sheet	
  Piles	
  
Casings	
  
Concrete	
  Piles	
  
One	
  
How do you optimise piling speed for differing
drilling depths & strata?
Kelly	
  Bored	
  Piles	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  110m	
  max	
  depth	
  /	
  4m	
  max	
  dia	
  	
  
One	
  
How	
  do	
  you	
  op7mise	
  piling	
  speed	
  for	
  differing	
  drilling	
  
depths	
  &	
  strata?	
  CFA	
  Piles	
  	
  41m	
  max	
  depth	
  /	
  1.5m	
  max	
  
dia	
  /	
  very	
  fast	
  &	
  cost	
  efficient	
  
One	
  
How	
  do	
  you	
  op7mise	
  piling	
  speed	
  for	
  differing	
  drilling	
  
depths	
  &	
  strata?	
  Jet	
  Grou7ng	
  Columns	
  /	
  60m	
  max	
  
depth	
  /	
  3m	
  max	
  dia	
  /	
  Very	
  Cost	
  Effec7ve	
  for	
  large	
  no’s	
  
One	
  
How	
  do	
  you	
  pile	
  fast	
  &	
  cost	
  
effec7vely?	
  Drilling	
  Tools	
  
•  Use	
  different	
  tools	
  for	
  different	
  strata	
  –	
  Kelly	
  &	
  CFA	
  
	
   	
   	
  	
  Soil	
  Strata	
   Kelly	
  Drilling	
  Tools	
   CFA	
  Tools	
  
Sand	
  /Clay	
  	
   Double	
  Bodom	
  Bucket	
  
Flat	
  Auger	
  	
   Flat	
  head	
  auger	
  
Sand	
  Stone/	
  
Rock	
  	
  
Double	
  Bodom	
  	
  Bucket	
  
Conical	
  Auger	
  	
   Conical	
  head	
  auger	
  
Core	
  Barrel	
  
Two	
  
How	
  do	
  you	
  pile	
  fast	
  &	
  cost	
  
effec7vely?	
  Drilling	
  Cueng	
  Tools	
  
•  Asian	
  prices	
  50%	
  of	
  European	
  but	
  Asian	
  quality	
  very	
  variable	
  &	
  quality	
  
supply	
  is	
  inconsistent	
  
•  TFS	
  has	
  tested	
  Carbide	
  of	
  9	
  Asian	
  vs.	
  2	
  Europeans	
  mfrs	
  
•  In	
  laboratories	
  in	
  USA,	
  UK	
  &	
  Switzerland	
  	
  
–  Abrasion	
  Wear	
  Resistance	
  to	
  ASTM	
  G133	
  &	
  E18	
  
–  Transverse	
  Rupture	
  Strength	
  to	
  ASTM	
  B406	
  
–  Resistance	
  to	
  chipping	
  to	
  ASTM	
  B276	
  &	
  E3/E407	
  
–  Cueng	
  Ability	
  to	
  ASTM	
  G133	
  
•  Buy	
  best	
  price	
  for	
  durability	
  	
  
Two	
  
CSM Instruments SA Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10
info@csm-instruments.com www.csm-instruments.com
//// Results
> Friction Curve
The curve below shows an example of the evolution of friction coefficient as a function of time.
Friction curve in this application seems not to be a key factor of analysis compared to wear
describe in the following chart.
Sample S1 - Curves
Average friction coefficient : 0.72.
The average value of friction coefficient varies between 0.68 and 0.75 and is stable for all
samples.
> Sample wear and wear track profile of ceramic tile
Shank chisels wear has been defined as the lost weight during the test. Shank chisels were
weighted before and after testing. The percentage of weight loss has been calculated and is
presented in the following chart.
Wear of the tile has been measured using the profile of the wear track in 4 places around the
wearing track..
Example of wear track on Sample 3:
Average on 4 wears tracks taken along track of sample 3: 26’203 um2
Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10
info@csm-instruments.com www.csm-instruments.com
Test study on Shank Chisel
The principle of tribology testing is to simulate to material in contact to investigate friction and wear.
Therefore any type of surface modification (painting, coating etc.) will influence the contact. The painting
will be removed with acetone.
Moreover, norm ASTM G133 that is defined to test these samples represent a Linearly Reciprocating
Ball-on-Flat Sliding Wear based on the following drawing. In the current shape, the sample cannot be
fixed correctly to test the tip.
Usually, the specimen to be investigated is at the bottom part and the ball specimen is provided by CSM
Instruments.
In  your  case,  the  “ball  specimen”  can  be  the  tip.  The flat specimen needs to be defined (materials ideally
in  contact  in  the  real  application)  because  it  isn’t  specified  in the norm.
In order to use the tip as the ball specimen, 2 solutions can be imagined. Either you can provide us the
tip without “surrounding”  or  we  will  have  to  cut  the  shank  chisel to keep mainly the tip. In this second
solution, we would need you support. Could you provide us the length of the tip or better the drawing with
internal dimensions of the tip, so that we would be able to saw the sample on the correct place?
Ball Specimen
Flat specimen at
bottom: to be defined
« Surrounding »
« Internal dimension of the tip »
CSM Instruments SA Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10
info@csm-instruments.com www.csm-instruments.com
APPENDIX 1
//// TRB Instrument
> Picture
> Principle of the TRB
A flat or a sphere shaped static partner is loaded on to the test sample with a precisely known
force. The static partner, (a pin or a ball), is mounted on a stiff lever, designed as a frictionless
force transducer. As the disk is rotating, resulting frictional forces acting between the pin and
the disk are measured by very small deflections of the lever using an LVDT sensor. Wear
coefficients for both the pin and sample are calculated from the volume of material lost during
a specific friction run. This simple method facilitates the determination and study of friction and
wear behavior of almost every solid state material combination, with varying time, contact
pressure, velocity, temperature, humidity, lubrication, etc.
How	
  do	
  you	
  pile	
  fast	
  &	
  cost	
  effec7vely?	
  	
  
Drilling	
  Cueng	
  Tools	
  
Cueng	
  &	
  Abrasion	
  Wear	
  -­‐	
  Tribology	
  Test	
  
CSM Instruments SA Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10
info@csm-instruments.com www.csm-instruments.com
> Sample wear and wear track profile of ceramic tile
Shank chisels wear has been defined as the lost weight during the test. Shank chisels were
weighted before and after testing. The percentage of weight loss has been calculated and is
presented in the following chart.
Wear of the tile has been measured using the profile of the wear track in 4 places around the
wearing track.
Example of wear track:
Average on 4 wears tracks taken along track
> Chart of results
Benchmark
50.351 50.349 0.002 0.004% 21'804 um2 0.726
TFS
62.074 62.072 0.002 0.0032% 22'740 um2 0.731
Two	
  
10/29/14	
  
2	
  
How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  
shoring	
  system?	
  Diaphragm	
  Walls	
  for	
  Retaining	
  
Three	
  
How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  
shoring	
  system?	
  Secant	
  Retaining	
  Walls	
  
Three	
  
Three	
  
How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  
shoring	
  system?	
  Sheet	
  Piles	
  for	
  Retaining	
  
How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  
shoring	
  system?	
  H-­‐Beam	
  Piles	
  for	
  Retaining	
  
Three	
  
How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  
shoring	
  system?	
  Soldier	
  Pile	
  Retaining	
  Walls	
  
Three	
  
How	
  do	
  you	
  choose	
  the	
  most	
  cost	
  effec7ve	
  deep	
  
shoring	
  system?	
  Anchoring	
  &	
  Slope	
  Reten7on	
  
Three	
  
How	
  do	
  you	
  build	
  basements	
  
waterproof	
  without	
  de-­‐watering?	
  	
  
•  Tradi7on	
  is	
  to	
  build	
  bodom	
  up	
  
– Create	
  walls	
  from	
  surface	
  
•  Diaphragm,	
  secant	
  or	
  jet	
  grout	
  side	
  walls	
  	
  
– Excavate/shore	
  &	
  build	
  up	
  from	
  lowest	
  basement	
  
– Excava7on	
  below	
  water	
  table	
  means	
  de-­‐watering	
  
whilst	
  basement	
  is	
  excavated	
  &	
  bodom	
  slab	
  is	
  
cast	
  
Four	
  
How	
  do	
  you	
  build	
  basements	
  
waterproof	
  without	
  de-­‐watering?	
  	
  
•  Jet	
  Grout	
  Bodom	
  Slab	
  from	
  surface	
  
	
  
	
  
	
  
	
  
	
  
	
  
•  Excavate	
  down	
  with	
  minimal	
  de-­‐watering	
  
Four	
  
Total	
  Founda7on	
  Solu7ons	
  FZCO	
  	
  
Solving	
  the	
  GCC’s	
  geotechnical	
  
challenges	
  using	
  the	
  global	
  
experience,	
  exper7se	
  &	
  equipment	
  of	
  
	
  
	
  
	
  
	
  
CFA	
  Piling	
  Machines	
  
	
  
	
  
	
  
	
  
Rotary	
  Bored	
  Piling	
  Machines	
  
	
  
	
  
	
  
	
  
Mini	
  Piling	
  Machines	
  
	
  
	
  
	
  
Anchoring,	
  Grou7ng,	
  Soil	
  
Inves7ga7on	
  &	
  Water	
  Well	
  
Drilling	
  Machines	
  	
  
	
  
	
  
	
  
Grou7ng	
  	
  Jet	
  
Grou7ng	
  Pumps	
  &	
  
Mixers	
  	
  
	
  
	
  
	
  
Toa-­‐Tone	
  Diaphragm	
  
Wall	
  Trenchers	
  
	
  
	
  
	
  
	
  
Vibratory	
  Hammers	
  &	
  Power	
  
Packs	
  
PACKINGLIST
Hycos B.V.Hycos B.V.Hycos B.V.Hycos B.V. Lissenveld 69, 4941 VL Raamsdonksveer, The Netherlands Tel.: +31 (0) 162 58 23 23 Fax: +31 (0) 162 58 23 29
E-mail: info@hycos.com Internet: www.hycos.com
ING bank: 67.00.63.665 IBAN: NL02 ING 0670.0636.65 K.v.K.: 32104181
Op al onze offertes, op alle opdrachten aan ons en op alle met ons gesloten overeenkomsten zijn toepasselijk de METAALUNIEVOORWAARDEN, gedeponeerd ter Griffie van
de Rechtbank te Rotterdam, zoals deze luiden volgens de laatstelijk aldaar neergelegde tekst. De leveringsvoorwaarden worden u op verzoek toegezonden.
All our quotations, all orders placed with us and all contracts concluded with us are subject to the METAALCONDITIONS, filed with the Register of the District Court of Rotterdam,
as stipulated in the latest text lodged with the said Court. The General conditions of Delivery and Payment will be provided at your request.
Total Foundation Solutions FZCO
Att: Mr. P. Titus
LB 11 007, Jafza 11 (PO Box 18458)
Jebel Ali Free Zone
Dubai
UAE
Tel : +971 4 880 8460
Fax: +971 4 880 8461
CONCERNS DELIVERY OF:
Items::
• Vibratory hammer 52CE / 44CE: 5647 kilo
• Beam: 1000 kilo
• 2 x 142BH clamp: 1600 kilo
• Showstand: 400 kilo
• Total weight: 8647 kilo
Dimensions (HxLxW):
• 52CE / 44CE vibratory hammer: 2134mm x 2485 mm x 530 mm
• Showstand / beam / 2 x 142BH clamp: 1500mm x 3300 mm x 2300 mm
	
  
	
  
	
  
Cemented	
  Carbide	
  
Founda7on	
  Drilling	
  
Tools	
  &	
  Wear	
  Parts	
  
Work	
  safely,	
  saving	
  6me	
  &	
  cost	
  
on	
  your	
  founda6ons	
  projects	
  

Working Safely while saving time & cost

  • 1.
    10/29/14   1   Ηοw  important  to  you  is  working  safely,   whilst  saving  6me  &  cost  on  your   founda6ons  projects?       4  key  factors  to  consider  for  your  next   founda7ons  project:   1.  How  do  you  op7mise  piling  speed  for  differing  drilling  depths  &  strata?   2.  How  do  you  pile  fast  &  cost  effec7vely?     3.  How  do  you  choose  the  most  cost  effec7ve  deep  shoring  system?   4.  How  do  you  build  basements  waterproof  minimising  de-­‐watering?   Total  Founda7on  Solu7ons  FZCO   Equipment  &  Exper7se  in  Founda7ons  &  Piling     GCC  Distributors  of           CFA  Piling  Machines           Rotary  Bored  Piling  Machines           Mini  Piling  Machines         Anchoring,  Grou7ng,  Soil   Inves7ga7on  &  Water  Well   Drilling  Machines           Grou7ng    Jet   Grou7ng  Pumps  &   Mixers           Toa-­‐Tone  Diaphragm   Wall  Trenchers           Vibratory  Hammers  &  Power   Packs   PACKINGLIST Hycos B.V.Hycos B.V.Hycos B.V.Hycos B.V. Lissenveld 69, 4941 VL Raamsdonksveer, The Netherlands Tel.: +31 (0) 162 58 23 23 Fax: +31 (0) 162 58 23 29 E-mail: info@hycos.com Internet: www.hycos.com ING bank: 67.00.63.665 IBAN: NL02 ING 0670.0636.65 K.v.K.: 32104181 Op al onze offertes, op alle opdrachten aan ons en op alle met ons gesloten overeenkomsten zijn toepasselijk de METAALUNIEVOORWAARDEN, gedeponeerd ter Griffie van de Rechtbank te Rotterdam, zoals deze luiden volgens de laatstelijk aldaar neergelegde tekst. De leveringsvoorwaarden worden u op verzoek toegezonden. All our quotations, all orders placed with us and all contracts concluded with us are subject to the METAALCONDITIONS, filed with the Register of the District Court of Rotterdam, as stipulated in the latest text lodged with the said Court. The General conditions of Delivery and Payment will be provided at your request. Total Foundation Solutions FZCO Att: Mr. P. Titus LB 11 007, Jafza 11 (PO Box 18458) Jebel Ali Free Zone Dubai UAE Tel : +971 4 880 8460 Fax: +971 4 880 8461 CONCERNS DELIVERY OF: Items:: • Vibratory hammer 52CE / 44CE: 5647 kilo • Beam: 1000 kilo • 2 x 142BH clamp: 1600 kilo • Showstand: 400 kilo • Total weight: 8647 kilo Dimensions (HxLxW): • 52CE / 44CE vibratory hammer: 2134mm x 2485 mm x 530 mm • Showstand / beam / 2 x 142BH clamp: 1500mm x 3300 mm x 2300 mm       Cemented  Carbide   Founda7on  Drilling   Tools  &  Wear  Parts   Work  safely,  saving  6me  &  cost   on  your  founda6ons  projects   How  do  you  op7mise  piling  speed  for  differing   drilling  depths  &  strata?  Driven  Piles   Sheet  Piles   Casings   Concrete  Piles   One   How do you optimise piling speed for differing drilling depths & strata? Kelly  Bored  Piles                              110m  max  depth  /  4m  max  dia     One   How  do  you  op7mise  piling  speed  for  differing  drilling   depths  &  strata?  CFA  Piles    41m  max  depth  /  1.5m  max   dia  /  very  fast  &  cost  efficient   One   How  do  you  op7mise  piling  speed  for  differing  drilling   depths  &  strata?  Jet  Grou7ng  Columns  /  60m  max   depth  /  3m  max  dia  /  Very  Cost  Effec7ve  for  large  no’s   One   How  do  you  pile  fast  &  cost   effec7vely?  Drilling  Tools   •  Use  different  tools  for  different  strata  –  Kelly  &  CFA          Soil  Strata   Kelly  Drilling  Tools   CFA  Tools   Sand  /Clay     Double  Bodom  Bucket   Flat  Auger     Flat  head  auger   Sand  Stone/   Rock     Double  Bodom    Bucket   Conical  Auger     Conical  head  auger   Core  Barrel   Two   How  do  you  pile  fast  &  cost   effec7vely?  Drilling  Cueng  Tools   •  Asian  prices  50%  of  European  but  Asian  quality  very  variable  &  quality   supply  is  inconsistent   •  TFS  has  tested  Carbide  of  9  Asian  vs.  2  Europeans  mfrs   •  In  laboratories  in  USA,  UK  &  Switzerland     –  Abrasion  Wear  Resistance  to  ASTM  G133  &  E18   –  Transverse  Rupture  Strength  to  ASTM  B406   –  Resistance  to  chipping  to  ASTM  B276  &  E3/E407   –  Cueng  Ability  to  ASTM  G133   •  Buy  best  price  for  durability     Two   CSM Instruments SA Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10 info@csm-instruments.com www.csm-instruments.com //// Results > Friction Curve The curve below shows an example of the evolution of friction coefficient as a function of time. Friction curve in this application seems not to be a key factor of analysis compared to wear describe in the following chart. Sample S1 - Curves Average friction coefficient : 0.72. The average value of friction coefficient varies between 0.68 and 0.75 and is stable for all samples. > Sample wear and wear track profile of ceramic tile Shank chisels wear has been defined as the lost weight during the test. Shank chisels were weighted before and after testing. The percentage of weight loss has been calculated and is presented in the following chart. Wear of the tile has been measured using the profile of the wear track in 4 places around the wearing track.. Example of wear track on Sample 3: Average on 4 wears tracks taken along track of sample 3: 26’203 um2 Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10 info@csm-instruments.com www.csm-instruments.com Test study on Shank Chisel The principle of tribology testing is to simulate to material in contact to investigate friction and wear. Therefore any type of surface modification (painting, coating etc.) will influence the contact. The painting will be removed with acetone. Moreover, norm ASTM G133 that is defined to test these samples represent a Linearly Reciprocating Ball-on-Flat Sliding Wear based on the following drawing. In the current shape, the sample cannot be fixed correctly to test the tip. Usually, the specimen to be investigated is at the bottom part and the ball specimen is provided by CSM Instruments. In  your  case,  the  “ball  specimen”  can  be  the  tip.  The flat specimen needs to be defined (materials ideally in  contact  in  the  real  application)  because  it  isn’t  specified  in the norm. In order to use the tip as the ball specimen, 2 solutions can be imagined. Either you can provide us the tip without “surrounding”  or  we  will  have  to  cut  the  shank  chisel to keep mainly the tip. In this second solution, we would need you support. Could you provide us the length of the tip or better the drawing with internal dimensions of the tip, so that we would be able to saw the sample on the correct place? Ball Specimen Flat specimen at bottom: to be defined « Surrounding » « Internal dimension of the tip » CSM Instruments SA Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10 info@csm-instruments.com www.csm-instruments.com APPENDIX 1 //// TRB Instrument > Picture > Principle of the TRB A flat or a sphere shaped static partner is loaded on to the test sample with a precisely known force. The static partner, (a pin or a ball), is mounted on a stiff lever, designed as a frictionless force transducer. As the disk is rotating, resulting frictional forces acting between the pin and the disk are measured by very small deflections of the lever using an LVDT sensor. Wear coefficients for both the pin and sample are calculated from the volume of material lost during a specific friction run. This simple method facilitates the determination and study of friction and wear behavior of almost every solid state material combination, with varying time, contact pressure, velocity, temperature, humidity, lubrication, etc. How  do  you  pile  fast  &  cost  effec7vely?     Drilling  Cueng  Tools   Cueng  &  Abrasion  Wear  -­‐  Tribology  Test   CSM Instruments SA Rue de la Gare 4 CH-2034 Peseux (Switzerland) T +41 32 557 5600 F +41 32 557 56 10 info@csm-instruments.com www.csm-instruments.com > Sample wear and wear track profile of ceramic tile Shank chisels wear has been defined as the lost weight during the test. Shank chisels were weighted before and after testing. The percentage of weight loss has been calculated and is presented in the following chart. Wear of the tile has been measured using the profile of the wear track in 4 places around the wearing track. Example of wear track: Average on 4 wears tracks taken along track > Chart of results Benchmark 50.351 50.349 0.002 0.004% 21'804 um2 0.726 TFS 62.074 62.072 0.002 0.0032% 22'740 um2 0.731 Two  
  • 2.
    10/29/14   2   How  do  you  choose  the  most  cost  effec7ve  deep   shoring  system?  Diaphragm  Walls  for  Retaining   Three   How  do  you  choose  the  most  cost  effec7ve  deep   shoring  system?  Secant  Retaining  Walls   Three   Three   How  do  you  choose  the  most  cost  effec7ve  deep   shoring  system?  Sheet  Piles  for  Retaining   How  do  you  choose  the  most  cost  effec7ve  deep   shoring  system?  H-­‐Beam  Piles  for  Retaining   Three   How  do  you  choose  the  most  cost  effec7ve  deep   shoring  system?  Soldier  Pile  Retaining  Walls   Three   How  do  you  choose  the  most  cost  effec7ve  deep   shoring  system?  Anchoring  &  Slope  Reten7on   Three   How  do  you  build  basements   waterproof  without  de-­‐watering?     •  Tradi7on  is  to  build  bodom  up   – Create  walls  from  surface   •  Diaphragm,  secant  or  jet  grout  side  walls     – Excavate/shore  &  build  up  from  lowest  basement   – Excava7on  below  water  table  means  de-­‐watering   whilst  basement  is  excavated  &  bodom  slab  is   cast   Four   How  do  you  build  basements   waterproof  without  de-­‐watering?     •  Jet  Grout  Bodom  Slab  from  surface               •  Excavate  down  with  minimal  de-­‐watering   Four   Total  Founda7on  Solu7ons  FZCO     Solving  the  GCC’s  geotechnical   challenges  using  the  global   experience,  exper7se  &  equipment  of           CFA  Piling  Machines           Rotary  Bored  Piling  Machines           Mini  Piling  Machines         Anchoring,  Grou7ng,  Soil   Inves7ga7on  &  Water  Well   Drilling  Machines           Grou7ng    Jet   Grou7ng  Pumps  &   Mixers           Toa-­‐Tone  Diaphragm   Wall  Trenchers           Vibratory  Hammers  &  Power   Packs   PACKINGLIST Hycos B.V.Hycos B.V.Hycos B.V.Hycos B.V. Lissenveld 69, 4941 VL Raamsdonksveer, The Netherlands Tel.: +31 (0) 162 58 23 23 Fax: +31 (0) 162 58 23 29 E-mail: info@hycos.com Internet: www.hycos.com ING bank: 67.00.63.665 IBAN: NL02 ING 0670.0636.65 K.v.K.: 32104181 Op al onze offertes, op alle opdrachten aan ons en op alle met ons gesloten overeenkomsten zijn toepasselijk de METAALUNIEVOORWAARDEN, gedeponeerd ter Griffie van de Rechtbank te Rotterdam, zoals deze luiden volgens de laatstelijk aldaar neergelegde tekst. De leveringsvoorwaarden worden u op verzoek toegezonden. All our quotations, all orders placed with us and all contracts concluded with us are subject to the METAALCONDITIONS, filed with the Register of the District Court of Rotterdam, as stipulated in the latest text lodged with the said Court. The General conditions of Delivery and Payment will be provided at your request. Total Foundation Solutions FZCO Att: Mr. P. Titus LB 11 007, Jafza 11 (PO Box 18458) Jebel Ali Free Zone Dubai UAE Tel : +971 4 880 8460 Fax: +971 4 880 8461 CONCERNS DELIVERY OF: Items:: • Vibratory hammer 52CE / 44CE: 5647 kilo • Beam: 1000 kilo • 2 x 142BH clamp: 1600 kilo • Showstand: 400 kilo • Total weight: 8647 kilo Dimensions (HxLxW): • 52CE / 44CE vibratory hammer: 2134mm x 2485 mm x 530 mm • Showstand / beam / 2 x 142BH clamp: 1500mm x 3300 mm x 2300 mm       Cemented  Carbide   Founda7on  Drilling   Tools  &  Wear  Parts   Work  safely,  saving  6me  &  cost   on  your  founda6ons  projects