note. saving money, lives and assets with introduction the aftermath of the narfarkle building...
TRANSCRIPT
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In this presentation the entire text content has been included, to demonstrate the linkage to the Verbal Script, as specified in the document at http://www.seahorses-consulting.com/persuasion_influence/PracticalExercise.pdf
In normal circumstances you would use less text than is applied here.
NOTE
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Saving Money, Lives
and Assets withS W I F T
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INTRODUCTION The aftermath of the
Narfarkle Building disaster
More than $10 Million Damage
Seriously injuring 75 people
SIMULATING EMBEDDED VIDEO
SimulatedMovie
Playing for 15 seconds
151413121110987654321
Seconds to Go
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INTRODUCTIONDepartment of NafAll conducted an immediate investigation
The results published in this report, showed that: The Narfarkle building collapsed
due to construction flaws.
This problem may be widespread in similar buildings.
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INTRODUCTIONThe report also forecasts that the incidence may rise (as flawed buildings get older)
BIG Co’s BuildingsWhich are of similar construction to the Narfarkle Building(Shown by Age)
312
4 68
75 11
12
10
914
13 15
Each dot denotes one of Big Co’s buildings, which is similar in construction to the Narfarkle Building
0 5 10 15 20 25 30 35
0%10%
20%30%
AGE OF BUILDINGS IN YEARS
Forecast Increased Probability of
Catastrophic Failure
This is the building we are in now
Narfarkle Building
13
DANGER ZONE
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INTRODUCTION This presentation will:
Demonstrate that Big Co’s buildings may be in danger of collapsing .
Explain how you can save money, lives and assets (by reviving your buildings with SwiftSure) .
PROVEN
LOW COST
SOLUTION
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INTRODUCTION In particular, this presentation will:
Explain the reason for this danger; and
Describe a low risk approach to alleviate this threat (quickly & efficiently)
We’ll cover this as: Background (Reason for the Problem)
Solution (A straightforward approach to control your risk)
Open Discussion (happy to cover issues in detail)
Because time is short, could you please hold your questions until the Open Discussion
(unless really pressing)
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BACKGROUND
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BACKGROUNDReasons identified by the Dept of NafAll .
Construction methods from 1970s to 1990s (many Big Co buildings constructed in this period)
‘Slump’ requirements lower than today
Made it easier to work, but not as strong
Concrete has become more porous over time
Leading to corrosion of the rebar and stirrups
Weakening the foundations & floors
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BACKGROUND How does this happen? (let’s look at the construction)
Moisture builds up in the porous heart
This corrodes the rebar & stirrups
Meaning that the structure is more likely to fail
Formwork
Stirrups (Holding Rebar into centre of concrete)
Rebar (Reinforcement)
Concrete
Moisture Build Up Over Time
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BACKGROUNDThis conclusion is based on substantial study of internal structures (the Narfarkle Building and many others)
They identified that this problem is widespread (as described shortly)
For example:
This is a failed joist from the Narfarkle Building
This shows how the joist
literally shattered
This is a magnified picture of the same joist just three months earlier
Light marking & surface
cracking is all that was visible(Yet there was Severe unseen
Wastage)
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BACKGROUNDThis level of corrosion can be directly linked to the construction (e.g. type of concrete & methods)
And many of your buildings may be suffering the same problems (e.g. the building we are in now)
Let’s look at the reason for this in more detail
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REASON 1As the concrete ages it becomes more porous (Narfarkle Building concrete under a microscope)
0 4 8 12 16 20 24 28 3260%
70%
80%
90%
100%Density of the Concrete
Years after Construction
De
ns
ity
as
% o
f O
rig
ina
l
Source: Page 7 of the NafAll Report
Risk of Porous Concrete
Source: Page 12 of the NafAll Report
High
Elevated
Moderate
Low
More than 50%chance of being
at risk
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REASON 2Due to porous concrete - the level of moisture rises rapidly
0 3 6 9 12 15 18 21 24 27 30 33123456789
10Elevated Moisture in the Concrete
Moisture Years After Construction
Tim
es N
orm
al M
ois
ture
Source: Page 16 of the NafAll Report
Nearly 7 times asmuch Moisture after 30 Years
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REASON 3Increased moisture leads to corrosion of the steel reinforcement (as shown in this graph)
0 3 6 9 12 15 18 21 24 27 30 330
20
40
60
80
100Corrosion Reduction of Reinforcement
Years After Construction
Per
cen
tag
e o
f M
etal
Lef
t
Source: Page 18 of the NafAll Report
The Narfarkle Building<60% of original dimensions
13This building could have this level of degradation
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BACKGROUNDMany buildings may therefore be at risk (Many of Big Co’s offices may be affected by this building cancer)
The risk of collapse may be rising because: Weakness in the concrete (it becomes porous)
Increased moisture held in the concrete
The moisture is corroding the rebar & stirrups (so the buildings are weaker & collapse)
Your buildings may be at very real risk (and nobody would know).
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SOLUTION
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THE SOLUTION There is a simple solution to reduce your risk You can initiate this immediately and
complete the work in around 3 months Three straightforward steps:
Step 1 – Engineering Survey and Report Step 2 – Go out to tender (if required)
Step 3 – Implement the Solution (solution can typically be fitted in around 4 weeks)
So you can rapidly reduce your risks, and save money lives and assets.
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Step 1Engineering
Survey & Report
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1 – SURVEY & REPORT You can quickly scope your risks (by getting a
detailed engineering report)
There are 3 Phases in this process Phase 1 – Use the latest structural
hydrometer (assess the level of moisture in cement)
Phase 2 – Where moisture is high – use latest generation structural scanning (assess level of corrosion)
Phases 1 & 2: Typically takes about half a day per floor Can be done at night time (to reduce disruptions to your
staff)
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1 – SURVEY & REPORT Phase 3 – A detailed report can then be
created in a few days So this can be a very quick process
if you select the right contractor This means you can:
Rapidly assess the extent of your risk (before you have to commit to additional expenses)
Use this as a starting point which really works (it has been used successfully by BUF on numerous occasions)
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Step 2Go to Tender
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2 – GO TO TENDER Where a problem is identified you can go out
to tender (to select the right organisation/solution)
This can be done quickly (using your normal
tendering process) because: There are only two products that can fix this
problem
S W I F T Crappolo Widgets
FlakeCo
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We can provide the information you need to fast track your analysis (e.g. industry benchmarks, standards, etc.)
2 – GO TO TENDER Where a problem is identified you can go out
to tender (select the right organisation/solution)
This can be done quickly (using your normal
tendering process) because: There are only two products that can fix this
problem
I will be happy to discuss these afterwards
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Step 3Implement
Solution
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3 – IMPLEMENT SOLUTION
You can initiate rapid rectification (for buildings at risk)
To explain the approach – I will use the timeline for MidCo (they had similar problems resolved just a couple of months ago)
They had 8 Buildings with Advanced Structural Decay (including the one shown here) & a further 20 at risk
BUF was selected through open tender; and rapidly fitted SwiftSure (to stabilise & strengthen)
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3 – IMPLEMENT SOLUTION
The process we used entailed:
Prioritising the work (focussing on offices at the most risk)
Fitting SwiftSure (using the Quality processes & systems I will describe shortly)
Fitting low-cost SwiftSure to other buildings not at risk (providing much longer building life to MidCo)
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Fitment ProcessS W I F T
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SwiftSure Fitment Process There are five stages:
Stage 1 – Drill holes in the right location (precision drilling)
Here is the Cement flooring we looked at earlier
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SwiftSure Fitment Process There are five stages:
Stage 1 – Drill holes in the right location (precision drilling)
Stage 2 – Fitting the SwiftSure Super Widgets
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SwiftSure Fitment Process There are five stages:
Stage 1 – Drill holes in the right location (precision drilling)
Stage 2 – Fitting the SwiftSure Super Widgets Stage 3 – Backfilling the holes and capping them (allowing
the moisture to be channelled out)
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SwiftSure Fitment Process There are five stages:
Stage 1 – Drill holes in the right location (precision drilling)
Stage 2 – Fitting the SwiftSure Super Widgets Stage 3 – Backfilling the holes and capping them (allowing
the moisture to be channelled out) Stage 4 – Power up SwiftSure (extract moisture)
MoistureRemoval
Spigot
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SwiftSure Fitment Process There are five stages:
Stage 1 – Drill holes in the right location (precision drilling)
Stage 2 – Fitting the SwiftSure Super Widgets Stage 3 – Backfilling the holes and capping them (allowing
the moisture to be channelled out) Stage 4 – Power up SwiftSure (extract moisture)
Stage 5 – Leach polymer into structure (new & advanced)
PolymerInjection
Port
makes the concrete more impervious (e.g. to moisture);
bonds with the reinforcement, and
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SwiftSure Fitment Process Creates increased load bearing strength (strengthening both the
reinforcement and concrete)
0 2 4 6 8 10 12 14 16 18 20 22 24 2650%
60%
70%
80%
90%
100%
110%
120%Strength of Materials after SwiftSure Ap-
plication
Weeks after Application
Str
eng
th o
f M
ater
ial
Source: Independent Report from WhoZat Enterprises
Original Strength of Material
Strength of material after 22 years (prior to SwiftSure Application)
Strength of material in the six months after SwiftSure Application
This process literally makes the building stronger.
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SwiftSure Fitment Process BUF can therefore readily assist Big Co to
repair any buildings that may be at risk, by:
Fitting the SwiftSure system to remove the moisture; and refurbish the structural integrity
Fitting this system to buildings at lower risk - to improve the life span of your offices
Which can deliver very real benefits
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SwiftSure Fitment Process As illustrated by this quote from the CEO of
MidCo
By fitting SwiftSure, MidCo was able to repair our buildings quickly. We have also used SwiftSure to extend the life for all of our buildings. By fixing the affected buildings and continuing the life of all of our buildings, we have saved more than $2 Billion.
F.G. Fungun – CEO MidCo
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So What Does this Mean for
You ?
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You can minimise your costs: Low cost of Engineering Survey and Report Readily Scope your risk (so you focus only on the work that
needs to be done, to reduce costs); and Your tendering system can be used to identify the best
solution (identifying the best value for money)
You can minimise your risks: Identify problems before a catastrophe occurs. Tendering risks are greatly simplified as:
You only need to assess 2 products; and We can provide industry standard and benchmark
information (to facilitate your assessment)
What does this Mean ?
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Week1
Week2
Week3
Week4
Week5
Week6
Week7
Week8
Week12
Week9
Week10
Week11
This approach therefore reduces costs, risks & workloads
It is also very quick to implement
What does this Mean ?
ENGINEERING
SURVEY
& REPORT
REPORT
ASSESSMENTStep 1
PREPARE TENDER(BASED ON INDUSTRY
STANDARDS)
DEVELOP
TENDER
RESPONSE
TE
ND
ER
RE
SP
ON
SE
AN
ALY
SIS
CO
NT
RA
CT
NE
GO
TIA
TIO
NS
& P
LA
NN
INGStep 2
FITTED SWIFTSURE
(IN ALL 8 BUILDINGS AT RISK)Step 3
You can quickly identify the level of risk. Tendering will be quick (2 products & benchmarks)
Fit the solution in around 4 weeks.
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Would you agree that the key to your selection is surety ? This is where SwiftSure can help to reduce your risks. (as
illustrated by this independent assessment by WhoZat Enterprises)
THE KEY CRITERIA
Scores out of 10 SwiftSure Crappolo
Widely Used 8 3
Reliability of Solution/System 9 6
Effectiveness of the System 9 5
Application of Advanced Technology 8 6
Quality of Materials 10 5
Quality of Systems & Processes (for fitment) 9 4
Cost Effectiveness 9 3
Overall Rating (Out of 10) 8.8 4.5
Source: Independent Report from WhoZat Enterprises, p. 14
You can
therefore
rely on
a proven
and
reliable
Product.
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CONCLUSION
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CONCLUSION There is a very real danger that your buildings
may collapse.
As identified by the Department of NafAll
You can rapidly reduce your risks by: Step 1 – Engineering Survey & Report
(identify risk rapidly)
Step 2 – Go to Tender (quick & easy)
Step 3 – Implement Solution (with the solution you select)
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CONCLUSION Should you select SwiftSure, this system:
can be fitted rapidly (~ 4 weeks)
Makes your office blocks stronger (even after severe degradation)
Is low cost and low risk solution (proven, advanced & reliable)
Is well supported by the BUF team (so you can just leave it to us)
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CONCLUSION By implementing this solution quickly, you can
save: Money. Lives . Your key assets (the buildings and their contents).
More importantly, you can achieve these outcomes through: a low risk and low cost approach; that can save you a great deal of time and effort; and is likely to be seen as a major benefit by Big Co.
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RECOMMNDATION It is therefore recommended that:
you get an engineering survey & report as soon as possible.
you go to tender quickly (if required).
get any identifiable problems resolved quickly.
So you can avoid the same fate as
the people in the Narfarkle Building
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QUESTIONS &DISCUSSION
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The National Geophysical Data Centre for the use of the collapsed building graphic used on Slides 2, 3, 7, 16, 40 & 45.
Dr Anees Jillani for the use of the collapsed building graphic used on Slides 3, 5, 6, 9, 14, 15 & 44. The photos showing the working of cement on Slides 8 & 9 are provided courtesy of
constructionphotographs.com (this excellent site is at http://www.constructionphotographs.com/). The photograph of the broken joist used on Slides 10 & 11 was graciously provided by Dr. Thomas
Kang from the University of Oklahoma. The photo of the cracked cement used on Slide 10 was provided by Mr. Jeremy Keninsky. A pumice texture was used to simulate the porous concrete on Slide 12. This graphic was drawn
from Mayang’s free textures (this excellent site is at http://www.mayang.com). The picture of the simulated cement hydrometer on Slide 19 was graciously cleared for use by Mr.
Bob Pellissier the President of RKI Instruments, Inc. The cement scanning picture on Slide 19 was provided by Dr. Csaba Ekes from Terraprobe
Geoscience Corporation. The picture of the simulated SwiftSure probes shown on Slides 22, 26, 29, 34, 38 and 42 is provided
with the kind permission of Mr. Trevor Lawrence from Replacement Hip UK. The picture of the drilling on Slide 28 was provided by Mr Ken Crowe from CS Unitec. The spigot shown on Slides 30, 31 and 32 has been kindly provided by Mr Dave Setser. Other graphics here have been drawn from the Microsoft® graphics repository and used in accordance
with their release criteria.
CREDITSI would like to thank the following people and organisations for granting unencumbered clearance
to use graphics in this PowerPoint® presentation: