Dormakaba HSW-DRS Handleiding

Dormakaba Niet gecategoriseerd HSW-DRS

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Interior Glass Systems
HSW-DRS horizontal
sliding glass walls
SUB-STRUCTURE
(OPTIONAL)
G. D.H. = L.O – )6" (152
2-11/16"
(68)
2-11/16"
(68)
2-13/16"
(71)
3-5/8"
(92)
3-5/8"
(92)
2-15/16"
(75)
G.H. 3/8"
(10)
1/4"
(6)
D.L (FINISHED FLOOR BO.O. TO TTOM OF TR K)AC
Versatile HSW-DRS horizontal sliding glass walls offer easy installation & mainte-
nance, plus numerous options for matching the system to your requirements. You
can configure innovative HSW-DRS systems to meet the needs of most demand-
ing projects. With DRS rails top and bottom, this HSW system blends seamlessly
with fixed glass walls and glass sliding or pivoting doors that feature DRS rails.
Panel Limits
• Max height
118" (3000)
• Max weight
330 lb (150 kg)
• Min width
24" (600)
• Max width
42" (1060)
Standard Finishes
• Clear anodized
• Black anodized
• Satin stainless
• Polished stainless
• Satin brass
• Polished brass
Lead Time: 5 weeks
• Suitable for both in line and
curved configurations (com-
prised of straight track
segments) with no floor track.
• Mechanical clamp-on system with
snap-on covers that are
interchangeable in the field.
• System available with vertical
stiles (3-5/8" & 4" rails only).
• All rail sizes available for 3/8"
(10) and 1/2" (12) tempered
monolithic glass.Bottom rail
available in 3-5/8" (92), 4" (102),
6" (152), and 10" (254) heights.
• Panic hardware can be used on
fixed-swing panels when located
opposite the stacking area.
• Can be used with tempered
laminated glass (TLG) using
dormakaba Clamp & Glue
Technology™.
• Panels can vary in width up to 15%.
• Doors can be pre pared for a full
range of dormakaba archi tectural
hardware.
Specifications 90 perpendicular
stack
90 parallel
stack
135 parallel
stack
NOTES
• Common HSW parking examples shown,
other parking options available.
• All measurements are shown in inches
(mm); for example, 3/8" (10)
HSW-DRS substructure
dormakaba USA, Inc
Dorma Drive, Drawer AC
Reamstown, PA 17567
800.523.8483
www.dormakaba.us
dormakaba Canada
1680 Courtney Park Dr. Unit 13
Mississauga, ON L5T 1R4
800.387.4938
www.dormakaba.ca
M10
threaded dro
Fixing plate
Milled “U” recess
Substructure profile
Upper bolting channel
Center channel
Lateral bolting channel
Lower bolting channel
Track rail
Pi ingvot
angle
bracket
Pi t fixingvo
Standard square
section tubes
Joint area in ed using flat steel re forc
bars inserted in the center channel
Joints rein ed forc by central
steel bar only require one
local suspension point.
L-piece for
95° branch
90° T-piece
Strut
Suspension points either side of joints
not rein ed rforc by central steel ba
1 suspension point =
2 threaded rods
33" (838)
45" (1143)
57" (1448)
69" (1753)
81" (2057)
93" (2382)
104" (2642)
116" (2946)
128" (3251)
140" (3556)
330 lb (150 kg)
275 lb (125 kg)
220 lb (100 kg)
165 lb (75 kg)
Total span
Load in lb/in and kg/mm
Diagram illustrating the
maximum intervals between
two suspension points in
inches, taking into account the
permitted deflection.
Deflection limit max. 1/8" (3)
Example load values
The HSW-DRS sub structure system is of modular
construction and is designed to significantly reduce on-site
installation cost and time. This concept also offers the
particular flexibility required to overcome structural
constraints.
The substructure consists primarily of the following
components:
• Substructure profile with modules for branching to the
stacking area
• Threaded rods for suspension of the profile(s)
• Standard square section tubes with appropriate fixings
and ceiling brackets for bracing and stiffening the
construction
There is no need for pre-drilling and thread cutting in order
to mount the track rails onto the substructure. Various
bolting channels run the whole length of the profile,
allowing bolts to be inserted easily at any location within
the system configuration.
Bolting channels on both sides of the profile can be used
(for example, for fixing the brackets needed for attaching
the ceiling retention elements).
Depending on the weight of the system and the permitted
deflection, it is possible to span a distance of up to 118" (3 m)
between 2 suspension points (varies by system configuration).
Standard flat steel bars can be inserted in the center
channel to further stiffen the profile, particularly in the area
of the joints. This means that just one suspension point in
the vicinity of the joint can be provided instead of the
two—one either side of the joint—that are usually needed.
With a maximum load (panel weight) of 330 lb (150 kg) and
a permitted deflection of the substructure with track rail of
1/8" (3), the interval between 2 suspen sion points must be
no greater than 118" (3 m). The diagram Example Load
Values shows other values for different loads.
The individual components are coordinated to ensure safe
integration. Joints in the substructure are offset to those in
the track rails so that individual joints coincide with
continuous material in all cases.
Provided that the track rails are adequately bolted to the
substructure, gaps of up to 11" (279) in straight runs and
5" (127) in stacking areas measured from one suspension
point to the next are permitted in the substructure.
For system configuration and design support, contact
dormakaba customer service at 800.523.8483.
NOTE
All measurements are shown in inches (mm); for example, 3/8" (10)
The system
View from above
EO 8.18
HSW-DRS horizontal sliding glass walls

Product specificaties

Merk: Dormakaba
Categorie: Niet gecategoriseerd
Model: HSW-DRS

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