Schöck Isokorb® C-line type CEQ - Schock

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Schöck Isokorb® C-line type CEQ
CEQ
Products
Schöck Isokorb® type module CEQ 2
The Schöck Isokorb® type CEQ transmits loads from earthquakes from the balcony into the floor slab in
interaction with the Schöck Isokorb® type CM, the Schöck Isokorb® type CMD or the Schöck Isokorb® type
CV. The Schöck Isokorb® type CEQ1 absorbs shear force parallel to the insulating layer. The Schöck Isokorb®
type CEQ2 absorbs shear force parallel to the insulating layer, pressure and tensile force normal to the
insulating layer and positive moments.
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121
Schöck Isokorb® C-line type CEQ
Section/element arrangement
Balcony
CEQ
Interior slab
Schöck Isokorb® module CEQ with type CM steel studs, facing shell and
insulation layer in between
Balcony
Interior slab
Schöck Isokorb® module CEQ with type CV, supported balcony with steel
studs, facing shell and insulation layer in between
Position of Schöck Isokorb® module CEQ
The Schöck Isokorb® module CEQ should be located in the insulating layer.
Products
Orientation of Schöck Isokorb® module CEQ
Attention: the Schöck Isokorb® type CEQ does not have a symmetrical design. The tension bar must be at the bottom.
— The tension bar must be at the bottom.
— The horizontal shear force bars are always 113 mm [4 7/16"] from the bottom edge of the Schöck Isokorb® type CEQ and the
underside of the slab.
— Pay attention to installation orientation and show a cross section view on the design drawings.
Element arrangement
Interior slab
CEQ
Type CM
≤ e/2
Interior slab
CEQ
Balcony
Schöck Isokorb® module CEQ with type CM indirect support
122
Type CV
≤ e/2
CEQ
Support
Balcony
CEQ
Support
Schöck Isokorb® module CEQ with type CV indirect support
Schöck USA Inc. | +1-855 572 4625 | www.schock-us.com | Technical Manual Aug 2015
Schöck Isokorb® C-line type CEQ
Concrete cover/expansion joints
Concrete cover CC
The concrete cover of the Schöck Isokorb® module CEQ2 is set to 40 mm [1 9/16"].
Interior slab
CEQ
h
H
Balcony
CC 40 mm [1 9/16"]
80 mm
[3 1/8"]
ℓ
100 mm
[3 15/16"]
Concrete cover of Schöck Isokorb® module CEQ
≤ e/2 (e.G. 5.65 m)
≤ e/2 (e.G. 5.65 m)
≤ e/2 (e.G. 5.65 m)
[18'-6 7/16"]
[18'-6 7/16"]
[18'-6 7/16"]
Schöck dowel
type ESD
Schöck dowel
type ESD
Expansion joint
Expansion joint
type CM
type CV
type CM
CEQ
l
The Schöck Isokorb® CEQ modules may be arranged with maximum spacing of 1/2 of the expansion joint distance of the Schöck
Isokorb® type. These are shown in the respective product chapter. The illustration shows the example of combination with the
Schöck Isokorb® type CM.
The expansion joint spacing shown in the illustration corresponds to a temperature difference of ∆T = 70 °C [126 °F].
type CM
Schöck Isokorb® module CEQ expansion joints in combination with Schöck Isokorb® type CM
Note:
— The maximum expansion joint spacing must be verified by the Engineer of Record (EOR).
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123
Products
Expansion joints (recommended balcony length)
Schöck Isokorb® C-line type CEQ
Type designation/product cross-section/overhead view of product
Type designation in design drawings
Schöck Isokorb® type
Concrete cover CC = 40
mm (1 9/16"]
The following type designation identifies the Schöck Isokorb®
type that is required.
The type designation is indicated on the design drawings.
The type designation is printed on the sticker of the Schöck
Isokorb® module as a recognition feature.
CEQ
with fire protection
Units
180 mm
180 mm
kNm
Concrete strength ≥ 27.5 MPa (4,000 psi)
(7"]
(7"]
(kip-ft)
190 mm
190 mm
kNm
(7 1/2"]
(7 1/2"]
(kip-ft)
200 mm
200 mm
kNm
(7 7/8"]
(8"]
(kip-ft)
210 mm
210 mm
kNm
719 mm
[2'-4 5/16"]
80 mm
[3 1/8"]
CEQ2
4.9
–
(3.6)
5.4
–
(4.0)
6.0
–
(4.4)
6.5
–
719 mm
[2'-4 5/16"]
Interior slab
CEQ2-H200-R90
H
Type/load capacity
Isokorb® height
Fire protection
Products
Isokorb® height H
Balcony
Type designation in design drawings
CEQ1
Suitable Slab
Thickness
CC
CC = 40 mm [1 9/16"]
740
[2'-5 1/8"]
H = 200 mm [7 7/8"]
740
[2'-5 1/8"]
—
—
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Schöck Isokorb® C-line type CEQ
Type designation/product cross-section/overhead view of product
Cross-section/Overhead view of product
Balcony
Interior slab
223 mm
[8 3/4"]
80 mm 223 mm
[3 1/8"] [8 3/4"]
113 mm [4 7/16"]
H
H = 180 - 250 mm
[7 1/16"] - [9 13/16"]
CEQ
Product cross-section of Schöck Isokorb® module CEQ1
Balcony
Interior slab
131 mm [5 3/16"]
100 mm [3 15/16"]
80 mm
[3 1/8"]
223 mm
[8 3/4"]
Products
223 mm
[8 3/4"]
Overhead view of Schöck Isokorb® module CEQ1
Balcony
Interior slab
719 mm
[2'-4 5/16"]
80 mm
[3 1/8"]
719 mm
[2'-4 5/16"]
113 mm [4 7/16"]
740
740
[2'-5 1/8"]
[2'-5 1/8"]
H
H = 180 - 250 mm
[7 1/16"] - [9 13/16"]
Product cross-section of Schöck Isokorb® module CEQ2
Balcony
Interior slab
13.5 mm [9/16"]
127 mm [5"]
36.5 mm [1 7/16"]
100 mm [3 15/16"]
13.5 mm [9/16"]
42 mm [1 5/8"]
36.5 mm [1 7/16"]
719 mm
719 mm
[2'-4 5/16"]
[2'-4 5/16"]
740 mm
[2'-5 1/8"]
80 mm
[3 1/8"]
740 mm
[2'-5 1/8"]
Overhead view of Schöck Isokorb® module CEQ2
Schöck USA Inc. | +1-855 572 4625 | www.schock-us.com | Technical Manual Aug 2015
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Schöck Isokorb® C-line type CEQ
Configuration/design
Schöck Isokorb® length and configuration
Schöck Isokorb® type
CEQ1
CEQ2
Isokorb® length [m]
0.1 [3 15/16"]
0.1 [3 15/16"]
180 - 250 [7"-9 7/8"]
180 - 250 [7"-9 7/8"]
1ø8+1ø8
1 ø 12 + 1 ø 12
–
2 ø 12
Isokorb® height [mm]
Shear force bars
Tension bars, bottom
Design
CEQ
Balc ony
ΦΦΦMn: Design value of positive moment
ΦVn: Normal design force normal to insulating level.
ΦVn: Design shear force parallel to insulating level.
Interior
slab
ΦVn
ΦNn
ΦMn
y
x
Products
Schöck Isokorb® type CEQ sign convention
Note:
— The Schöck Isokorb® consists of metric components.
— reinforcement bars ø 8 correspond to 5/16"
— reinforcement bars ø 12 correspond to 1/2"
126
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Schöck Isokorb® C-line type CEQ
Design
Product selection table as per ACI 318-11
Concrete cover CC = 40
mm (1 9/16"]
Ultimate (factored)
Moment Resistance ΦMn
Ultimate (factored)
Normal Force Resistance
ΦNn
Ultimate (factored) Shear
Resistance ΦVn
CEQ1
Isokorb® height H
Suitable Slab
Thickness
Units
180 mm
180 mm
kNm
(7"]
(7"]
(kip-ft)
190 mm
190 mm
kNm
(7 1/2"]
(7 1/2"]
(kip-ft)
200 mm
200 mm
kNm
(7 7/8"]
(8"]
(kip-ft)
210 mm
210 mm
kNm
CEQ2
Concrete strength ≥ 27.5 MPa (4,000 psi)
–
–
–
–
4.9
(3.6)
5.4
(4.0)
(4.4)
6.5
(4.8)
(8 1/4"]
(8 1/2"]
(kip-ft)
220mm
220 mm
kNm
(8 5/8"]
(8 3/4"]
(kip-ft)
230 mm
230 mm
kNm
(9"]
(9"]
(kip-ft)
240 mm
240 mm
kNm
(9 1/2"]
(9 1/2"]
(kip-ft)
250 mm
250 mm
kNm
(9 7/8"]
(10"]
(kip-ft)
180 - 250 mm
180 - 250 mm
kN
29.4
(7" - 9 7/8"]
(7" - 10"]
(kips)
(6.6)
180 - 200 mm
180 - 200 mm
kN
±13.3
±29.8
(7"-7 7/8"]
(7" - 8"]
(kips)
(±3.0)
(±6.7)
210 mm
210 mm
kN
±13.3
±29.8
(8 1/4"]
(8 1/2"]
(kips)
(±3.0)
(±6.7)
220 mm
220 mm
kN
±13.3
±29.8
(8 5/8"]
(8 3/4"]
(kips)
(±3.0)
(±6.7)
230 mm
230 mm
kN
±13.3
±29.8
(9"]
(9"]
(kips)
(±3.0)
(±6.7)
240 mm
240 mm
kN
±13.3
±29.8
–
–
–
–
CEQ
6.0
7.1
(5.2)
7.6
(5.6)
8.1
(6.0)
8.7
Products
Schöck Isokorb® type
(6.4)
(9 1/2"]
(9 1/2"]
(kips)
(±3.0)
(±6.7)
250 mm
250 mm
kN
±13.3
±29.8
(9 7/8"]
(10"]
(kips)
(±3.0)
(±6.7)
Notes
— The design values relate to the individual element.
— ΦMn and ΦNn do not occur simultaneously. The Engineer of Record (EOR) must consider the interaction between bending
moment and normal (axial) force.
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127
Schöck Isokorb® C-line type CEQ
Checklist
~
Have the factored member forces at the Schöck Isokorb® connection been determined at design level?
~
Has the critical concrete strength been taken into consideration in the choice of design table?
~
Have the requirements with regard to fire protection been determined, and has the relevant suffix (-R90 or R120) been
added to the Isokorb® type designation in the design drawings?
~
Have the maximum permissible expansion joint distances "e/2" from the fixed point been taken into consideration?
~
Has the moment resistance of the CM/CEQ assembly been reduced (by 1/1.1) to account for the installation of the CEQ
module?
Products
CEQ
128
Schöck USA Inc. | +1-855 572 4625 | www.schock-us.com | Technical Manual Aug 2015
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