SLIDE 1
Pro te c tive Co a ting o f Ac c e ss Cha mb e rs
SLIDE 2
- Ma nho le s
- Ma inte na nc e Ho le s
- Utility Ho le s
- Ac c e ss Cha mb e rs
- Utility Va ults
SLIDE 3 Ma nho le a s % o f T
Pipe line Diame te r 150mm 225mm 300mm Distanc e be twe e n manhole s 50m
30% 22% 17%
60m
26% 19% 15%
70m
23% 17% 13%
Ma nho le Dia me te r: 1050mm Ma nho le De pth: 2.5m
SLIDE 4
Ma nho le I nfiltra tio n
SLIDE 5 Po te ntia l Re a so ns fo r Ma nho le De te rio ra tio n
e a king jo ints
nfiltra tio n thro ug h lo o se mo rta r a nd pre - c a st jo ints
e a ks a ro und pipe e nds
- Cra c ks in the struc ture
- Co rro sio n
SLIDE 6
Po te ntia l Re a so ns fo r De te rio ra tio n
SLIDE 7
Po te ntia l Re a so ns fo r De te rio ra tio n
SLIDE 8
Ma nho le s a re b e c o ming pla stic
SLIDE 9 Ma nho le Re ha b ilita tio n Co ntra c t
nve stig a tio n / Asse ssme nt
- Re c o mme nda tio ns
- Do the Wo rk
SLIDE 10 Cla sse s o f Ma nho le Re ha b ilita tio n
- Sa c rific ia l Pro te c tive Co a ting
– Ce me ntitio us Pro duc ts
- Pe rma ne nt Pro te c tive Co a ting
– Po lyure a / E po xy / Po lyure thane s
– E po xy Mo rtar
SLIDE 11 De te rmining the Appro pria te So lutio n
De pth of L
Mate r ial Re move d Solution
0 – 20mm Struc tura l inte g rity o f the a c c e ss c ha mb e r is still inta c t. Pro te c tive Co ating 20mm – up to ste e l re info rc ing Struc tura l inte g rity is c o mpro mise d a nd struc tura l re pa ir is ne c e ssa ry. Re b uild Co ating : Be yo nd ste e l re info rc ing Co mple te Re b uild o r re pla c e me nt.
SLIDE 12 Re sto re b e fo re its to o la te …
200 400 600 800 1000 1200 1400 1600 1800 2000 Cost ($/ m2) Nothing Pr
Coa ting Re build Coa ting Comple te Str uc tur a l Re build
SLIDE 13
De te rmining the Appro pria te So lutio n
Oppo rtunity fo r pe rso n a c c e ss to de te rmine the e xte nt o f the de te rio ra tio n
SLIDE 14
Co nditio n Asse ssme nt
SLIDE 15
Ma nho le Asse ssme nt Re po rt
SLIDE 16
Co nditio n Asse ssme nt Re po rt
SLIDE 17
Co nditio n Asse ssme nt Re po rt
SLIDE 18
Co nditio n Asse ssme nt
S604
SLIDE 19
Co nditio n Asse ssme nt Re po rt – Co re Sa mple s
S604
SLIDE 20
Co nditio n Asse ssme nt
S601
SLIDE 21
Co nditio n Asse ssme nt Re po rt – Co re Sa mple s
S601
SLIDE 22
Co nditio n Asse ssme nt
SLIDE 23
Co nditio n Asse ssme nt
S807 Wa ll
SLIDE 24
Co nditio n Asse ssme nt
S807 Ba se
SLIDE 25
Co nditio n Asse ssme nt Re po rt – Co re Sa mple s
SLIDE 26
Pre pa ring the Surfa c e Re mo ve the de te rio ra te d c o nc re te
SLIDE 27 Surfa c e Pre pa ra tio n
g
1 3 2 4
FIGURE 1
200mm
Co nc re te surfa c e must b e ha rd
SLIDE 28
Surfa c e Pre pa ra tio n
Co nc re te surfa c e must b e c le a n
SLIDE 29
Surfa c e Pre pa ra tio n
Co nc re te surfa c e must b e a c id ne utra lise d
SLIDE 30
Applic a tio n Co nditio ns Sub stra te surfa c e mo isture me a sure me nt
SLIDE 31
Applic a tio n Co nditio ns Amb ie nt Humidity a nd T e mpe ra ture
SLIDE 32
Applic a tio n Co nditio ns Surfa c e T e mpe ra ture
SLIDE 33 Pro te c tive Co a ting – Po lyure a
- Spra y a pplie d
- Ultra fa st c uring re sin
- T
- ug h a nd ha rd
we a ring
- Wa te r tig ht
- Che mic a lly re sista nt
- F
le xib le – c a n ha ndle vib ra tio ns
SLIDE 34
Po lyure a Applic a tio n
Stage 1:Apply Epoxy Primer Apply to test piece to be left in manhole
SLIDE 35
Po lyure a Applic a tio n
Prime r Cure T e st Duro me te r me a sure s surfa c e ha rdne ss in 5 pla c e s
SLIDE 36
Po lyure a Applic a tio n
Spra y po lyure a c o a ting a t 3mm thic kne ss
SLIDE 37
Po lyure a Applic a tio n
Ha s it c ure d? Me a sure ha rdne ss
SLIDE 38
Po lyure a Applic a tio n
Ha s it a dhe re d?
SLIDE 39
Po lyure a Applic a tio n I nspe c t fo r pinho le s, b ub b le s
SLIDE 40 Po lyure a Pro pe rtie s
- Che mic a l Re sista nc e : Hig h (pH 2 to 12): I
SO175
- Ab ra sio n Re sista nc e : AST
M D460 1,000 c yc le s – Po lyure a: <6mg – PVC: 25mg – E po xy: 50mg
lo ng a tio n: 425%: AST M D412
SLIDE 41 Po lyure a Pro pe rtie s
- Ha rdne ss: (Sho re D) 60: AST
M D2240
mpa c t Re sista nc e : (hig h): AST M G14
SLIDE 42
Po lyure a
SLIDE 43 Re b uild Co a ting : E po xy Mo rta r
- Ge ne ra l purpo se e po xy
b a se d re b uild
- 20mm sta nda rd thic kne ss
- Applie d b y ha nd / spra y
- T
- ug h a nd ha rd we a ring
- Wa te r tig ht
- Che mic a lly re sista nt
SLIDE 44
Re b uild Co a ting : E po xy Mo rta r
SLIDE 45
E xa mple : Orig ina l Co nditio n
SLIDE 46
E xa mple : Afte r Je tting
SLIDE 47
E xa mple : Co mple te d
SLIDE 48 E po xy Mo rta r Pro pe rtie s
- Co mpre ssive Stre ng th: 60MPa
- Che mic a l Re sista nc e : pH 2 to pH 12 I
SO 175
- Ha rdne ss : (simila r to c o nc re te )
- Adhe sio n to c o nc re te : 3.5MPa (c o nc re te fa ils)
- Ab ra sio n Re sista nc e : ma ny time s hig he r tha n c o nc re te
SLIDE 49 E po xy Mo rta r Pro pe rtie s
– E po xy Mo rtar: 22MPa – PVC: 45MPa – Co nc re te : 3 – 5MPa
e rm Mo dulus – E po xy Mo rtar: 4,200MPa – PVC: 3,200MPa
SLIDE 50 Summa ry
- An impo rta nt c o mpo ne nt o f c o mple te se we r
re ha b ilita tio n
- Se pa ra te Pro te c tio n a nd Re pa ir So lutio ns a re
a va ila b le . E a rly inte rve ntio n le a ds to $ sa ving s
- Pro pe r c o nditio n e va lua tio n ne e de d
- Pro pe r surfa c e pre pa ra tio n ne e de d fo r suc c e ss
- T
he se syste ms o ffe r pe rma ne nt pro te c tio n
SLIDE 51