ChemSet 101 PLUS. Chemical Anchoring - Reinforcing Bar Anchorage 20.1 CHEMICAL INJECTION ANCHORING 20.1 GENERAL INFORMATION.

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1 20.1 CHEMICAL INJECTION ANCHORING 20.1 GENERAL INFORMATION Product ChemSet Injection 101 PLUS is a marine grade polyester adhesive anchor. Benefits, Advantages and Features Certified Performance European Technical Approval ETAG Option 7 Fast installation: Load in 50 minutes (at 20 C) Easy cold weather dispensing Versatile: Suitable for anchoring into a wide variety of substrates Solid concrete, hollow block and brick Flooded holes Styrene Free Cold and temperate climates VOC Compliant Australian Made Installation PERFORMANCE RELATED Principal Applications Hollow brick and block Stadium seating Starter bars Balustrades INSTALLATION RELATED Installation temperature limits: Substrate: 0 C to 40 C. Adhesive: 5 C to 40 C. Load should not be applied to anchor until the chemical has sufficiently cured as specified in the following diagrams. Service temperature limits: -40 C to 80 C. ETA European Technical Approval ETAG 001 Part 5 Option 7 Galvanised And Stainless Steel Anchors ETA-13/ CPD Drill recommended diameter and depth hole. 2. Important: Use Ramset Dustless Drilling System to ensure holes are clean. Alternatively, clean dust and debris from hole with stiff wire or nylon brush and blower in the following sequence: blow x 4, brush x 3, blow x 4, brush x 3, blow x Insert mixing nozzle to bottom of hole. Fill hole to 3/4 the hole depth slowly, ensuring no air pockets form. 4. Insert Ramset ChemSet Anchor Stud/rebar to bottom of hole while turning. 5. ChemSet Injection to cure as per setting times. 6. Attach fixture. Substrate Temperature Setting Times 30 C 25 C 20 C 10 C 5 C Gel Time (mins) 101 PLUS Loading Time (mins) Note: Cartridge temperature minimum 5 C RAMSET

2 CHEMICAL INJECTION ANCHORING Installation and performance details: ChemSet Injection 101 PLUS and Reinforcing Bar Anchor Size, d b (mm) Drilled Hole diam., d h (mm) Anchor Effective Depth, h (mm) Edge* distance, e c (mm) * Note: For shear loads acting towards an edge or where these optimum dimensions are not achievable, please use the simplified strength limit state design process to verify capacity. **Note: Reduced characteristic ultimate concrete tensile capacity = ØN uc where Ø = 0.6 and N uc = Characteristic ultimate concrete tensile capacity. For conversion to Working Load Limit MULTIPLY ØN uc x 0.55 ***Note: Reduced characteristic ultimate steel tensile capacity = ØN us where Ø = 0.8 and N us = Characteristic ultimate steel tensile capacity. For conversion to Working Load Limit MULTIPLY ØN us x 0.56 #Note: Design Tensile Capacity ØN ur = minimum of ØN uc and ØN us WET HOLES: Multiply ØN uc x DESCRIPTION AND PART NUMBERS Description Cartridge Size Part No. Cartridge 380 ml C101C Jumbo Cartridge 750 ml C101J Kit 2 x 380 ml ISKP Mixer Nozzle for 101 PLUS ISNP Optimum dimensions* Reduced Characteristic Capacity # Anchor spacing, a c (mm) Concrete substrate thickness, b m (mm) Gr 500 Rebar - Steel Tension, ØN us (kn)*** Shear, ØV us (kn) Concrete Tension, ØN uc (kn)** Concrete compressive strength, f'c 20 MPa 32 MPa 40 MPa Effective depth, h (mm) h 6 * d h (To obtain full steel strength in shear) Substrate thickness, bm (mm) b m = greater of: 1.25 x h, h + (2 x d h ) Drilled hole depth, h 1 (mm) h 1 = h h = Effective depth 20.3 TYPICAL ENGINEERING PROPERTIES OF GRADE 500 REINFORCING BAR Rebar Size Drilled Hole Dia, d h (mm) Stress Area, A s (mm 2 ) Yield Stress, f sy (MPa) Tensile Steel Yield Capacity N sy, (KN) For further information refer to reinforcing bar manufacturer's published information and AS/NZS 4671: RAMSET

3 STEP 1 Design tensile action effect, N* (kn) Select anchor to be evaluated Table 1a Indicative combined loading interaction diagram / Notes: ~ Shear limited by Grade 500 Rebar steel capacity. ~ Tension limited by concrete capacity using nominal depths. ~ No edge or spacing effects. ~ f' c = 32 MPa Design shear action effect, V* (kn) Table 1b Absolute minimum edge distance and anchor spacing values, e m and a m (mm) e m, a m Step 1c Calculate anchor effective depth, h (mm) Refer to nominal recommended effective depths, h, listed in installation and performance details table on page 152. Effective depth, h (mm) h 6 * d h (To obtain full steel strength in shear) 1 Anchor size determined, absolute minima compliance achieved, effective depth (h) calculated RAMSET

4 STEP 2 Verify concrete tensile capacity - per anchor Table 2a Reduced characteristic ultimate concrete tensile capacity, ØN uc (kn), Ø c = 0.6, f c = 32 MPa Drilled Hole Dia, d h (mm) Effective Depth, h (mm) Bold values are at ChemSet Anchor Stud nominal depths. Note: Effective depth, h must be 6 x drilled hole diameter, d h for anchor to achieve tabled shear capacities. WET HOLES: Multiply ØN uc x 1 Table 2b Concrete compressive strength effect, tension, X nc f c (MPa) X nc Table 2c Edge distance effect, tension, X ne Edge Distance, e (mm) RAMSET

5 Table 2d Anchor spacing effect, end of a row, tension, X nae For single anchor design, X nae = 1.0 Anchor Spacing, a (mm) Table 2e Anchor spacing effect, internal to a row, tension, X nai For single anchor design, X nai = 1.0 Anchor Spacing, a (mm) Design reduced ultimate concrete tensile capacity, ØN urc ØN urc = ØN uc * X nc * X ne * ( X nae or X nai ) STEP 3 Verify anchor tensile capacity - per anchor Table 3a Reduced characteristic ultimate steel tensile capacity, ØN us (kn), Ø n = 0.8 e m, a m Step 3b Reduced characteristic ultimate bolt steel tensile capacity, ØN tf (kn) Not appropriate for this product RAMSET

6 3 STEP 4 Design reduced ultimate tensile capacity, ØN ur ØN ur = minimum of ØN urc, ØN us Check N* / ØN ur 1, if not satisfied return to step 1 Tensile performance conversion table Performance Required Notation Concrete Tensile Performance Concrete Tension Capacity NOTE: Design Tensile Capacity is the minimum of Concrete Tension and Steel Tension Capacities Verify concrete shear capacity - per anchor Notation Steel Tensile Performance Carbon Steel Tension Capacity Strength Limit State ØN urc MULTIPLY ØN urc x 1.00 ØN us MULTIPLY ØN us x 1.00 Working Load Limit N ac MULTIPLY ØN urc x 0.55 N as MULTIPLY ØN us x 0.56 Cyclic Loading Refer to page 40 for suitable Refer to page 40 for suitable N yc N anchor ys anchor Fire Resistance N Rk,c,fi,t Refer to pages N Rk,s,fi,t Refer to pages Cracked Concrete/Tension Zone N 0 Rd,p Refer to pages N Rd,s Refer to pages Seismic N 0 Rd,p,sis Refer to pages N Rd,s,sis Refer to pages Table 4a Reduced characteristic ultimate concrete edge shear capacity, ØV uc (kn), Ø q = 0.6, f c = 32 MPa Edge Distance, e (mm) Note: Effective depth, h must be 6 x drilled hole diameter, d h for anchor to achieve tabled shear capacities. Table 4b Concrete compressive strength effect, concrete edge shear, X vc f c (MPa) X vc Load direction effect, conc. edge shear, X vd Table 4c Load direction effect, concrete edge shear, X vd Angle, X vd RAMSET

7 Table 4d Anchor spacing effect, concrete edge shear, X va Note: For single anchor designs, X va = 1.0 Edge distance, e (mm) Anchor spacing, a (mm) Table 4e Multiple anchors effect, concrete edge shear, X vn Note: For single anchor designs, X vn = 1.0 Anchor spacing / Edge distance, a / e Number of anchors, n e 1 Concrete edges Shear Force e 2 ANCHOR AT A CORNER Failure wedge Table 4f Anchor at a corner effect, concrete edge shear, X vs Note: For e 1 /e 2 > 1.25, X vs = 1.0 Edge distance, e 2 (mm) Edge dustance, e 1 (mm) RAMSET

8 4 STEP 5 5 STEP 6 6 Design reduced ultimate concrete edge shear capacity, ØV urc ØV urc = ØV uc * X vc * X vd * X va * X vn * X vs Verify anchor shear capacity - per anchor Table 5a Reduced characteristic ultimate steel shear capacity, ØV us (kn), Ø v = 0.8 Grade 500 Rebar Step 5b Reduced characteristic ultimate bolt steel shear capacity, ØV sf (kn) Not appropriate for this product. Design reduced ultimate shear capacity, ØV ur ØV ur = minimum of ØV urc, ØV us Check V* / ØV ur 1, if not satisfied return to step 1 Shear performance conversion table Performance Required NOTE: Design Shear Capacity is the minimum of Concrete Shear and Steel Shear Capacities Combined loading and specification Check N*/ØN ur + V*/ØV ur 1.2, if not satisfied return to step 1 Concrete Shear Performance Notation Concrete Shear Capacity Steel Shear Performance Notation Carbon Steel Shear Capacity Strength Limit State ØV uc MULTIPLY ØV uc x 1.00 ØV us MULTIPLY ØV us x 1.00 Working Load Limit V ac MULTIPLY ØV uc x 0.55 V as MULTIPLY ØV us x 0.45 Cyclic Loading Refer to page 40 for Refer to page 40 for V yc V suitable anchor ys suitable anchor Fire Resistance V Rk,c,fi,t Refer to pages V Rk,s,fi,t Refer to pages Cracked Concrete/Tension Zone V 0 Rd,c Refer to pages V 0 Rd,s Refer to pages Seismic V 0 Rd,c,sis Refer to pages V 0 Rd,s,sis Refer to pages Specify Reinforcing Bar Anchorage Ramset ChemSet 101 PLUS with (Anchor Size) grade 500 Rebar. Drilled hole depth to be (h) mm. Example Ramset with N20 grade 500 Rebar Drilled hole depth to be 160 mm. To be installed in accordance with Ramset Technical Data Sheet RAMSET