HALFEN HSC STUD CONNECTOR - SALAM Enterprises
HALFEN HSC STUD CONNECTOR - SALAM Enterprises
HALFEN HSC STUD CONNECTOR - SALAM Enterprises
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<strong>HALFEN</strong> <strong>HSC</strong> <strong>STUD</strong> <strong>CONNECTOR</strong><br />
<strong>HSC</strong> 07-E<br />
CONCRETE
<strong>HALFEN</strong> <strong>HSC</strong> <strong>STUD</strong> <strong>CONNECTOR</strong><br />
System and application<br />
System<br />
The <strong>HALFEN</strong> <strong>HSC</strong> Stud Connector is a special<br />
reinforcement designed to provide powerful<br />
and economic connections of corbels to<br />
columns.<br />
Quality features of the <strong>HSC</strong> system are:<br />
• 100% anchoring due to<br />
• Fast system<br />
• No complicate bended bars necessary<br />
• Simple formwork<br />
• For both monolithic and subsequent casted<br />
corbels<br />
• Saves money<br />
• Complete system for all cases<br />
Corbel applications with <strong>HSC</strong> Stud Connectors:<br />
Support for beams<br />
Material: <strong>HALFEN</strong> <strong>HSC</strong> Stud Connectors are<br />
entirely manufactured from ribbed reinforcement<br />
bars, steel grade BSt 500S.<br />
Official Approval Certificate No. Z-15.6-204<br />
Support for crane runway<br />
Typical applications<br />
Monolithic solutions<br />
<strong>HSC</strong>-HD<br />
<strong>HSC</strong>-HD<br />
Single sided corbel<br />
Double and four sided corbels<br />
Subsequent concreting solutions<br />
<strong>HSC</strong>-S<br />
<strong>HSC</strong>-A<br />
<strong>HSC</strong>-A<br />
<strong>HSC</strong>-SD<br />
<strong>HSC</strong>-A<br />
Single sided corbel with keyed joint<br />
Double and four sided corbels with keyed joints<br />
2
<strong>HALFEN</strong> <strong>HSC</strong> <strong>STUD</strong> <strong>CONNECTOR</strong><br />
System and application<br />
Advantages<br />
<strong>HSC</strong> - an efficient connection<br />
• replaces conventional, complicate loop reinforcement<br />
in corbels.<br />
• Time saving installation due to simple reinforcement<br />
design and reduced amount of steel.<br />
• Easy to install without special tools.<br />
Both monolithic and subsequently concreted corbels<br />
• By combining with HBS-05 screw connections corbels<br />
can also be concreted subsequently.<br />
• Cost-effective formwork and reduced expenditure of<br />
production time due to simple geometry.<br />
Approvals and Standards<br />
• Dimensioning of <strong>HSC</strong> and HBS-05 based on<br />
DIN 1045-1 and EC2.<br />
• German Certificates of Approval by DIBt for <strong>HSC</strong> (No.<br />
Z-1.5-204) and for HBS-05 (No. Z-1.5-189).<br />
• Rectangular geometry of the anchor head patented.<br />
Technology<br />
• 100% bearing capacity for tension and compression<br />
loads due to fully applicable anchoring - load transfer<br />
by bearing pressure below head.<br />
• Applicable also for loads that are not predominantly<br />
static. Anchor heads can be oriented horizontally and<br />
vertically for optimum adaptation to space conditions.<br />
Economical:<br />
corbel with <strong>HSC</strong> Stud Connector<br />
Minimum spacings and edge distances<br />
• Anchor vertical<br />
min. e ≥ 1,5 d s<br />
Expensive:<br />
conventional corbel solution<br />
Certificates of Approval by German Construction Supervisory Board DIBt<br />
• Anchor horizontal<br />
Application example<br />
Example:<br />
<br />
bcol = 300<br />
<br />
a c<br />
75 a= L 150 75<br />
h col = 400 l c = 300<br />
F Ed<br />
Bearing plate<br />
bL = 220<br />
<br />
<br />
bc = 300 hc = 300<br />
Column - width bcol = 300 mm<br />
- depth hcol = 400 mm<br />
Console - width bc = 300 mm<br />
- length lc = 300 mm<br />
- height hc = 300 mm<br />
Bearing plate - depth bL = 220 mm<br />
- length aL = 150 mm<br />
Load FEd = 140 kN<br />
<strong>HALFEN</strong> <strong>HSC</strong><br />
Stud Connector,<br />
single headed<br />
bar, female<br />
<strong>HALFEN</strong> <strong>HSC</strong><br />
Stud Connector,<br />
single headed<br />
bar, male<br />
Stirrup<br />
(by contractor)<br />
L=310<br />
2× <strong>HSC</strong>-S-16/310<br />
L = 365<br />
2× <strong>HSC</strong>-A-16/365<br />
Keyed joint, produced with timber<br />
beads according to DIN 1045-1<br />
3
<strong>HALFEN</strong> <strong>HSC</strong> <strong>STUD</strong> <strong>CONNECTOR</strong><br />
Product range<br />
<strong>HSC</strong>-H<br />
Single headed bar<br />
<strong>HSC</strong>-HD<br />
Double headed bar<br />
L<br />
Material:<br />
reinforcement<br />
steel BSt 500S<br />
L<br />
Material:<br />
reinforcement<br />
steel BSt 500S<br />
ds<br />
ds<br />
Designation<br />
Order code<br />
Type - bar diam. ds / L [mm]<br />
<strong>HSC</strong> - H - 16 / . . .<br />
0060.110 <br />
<strong>HSC</strong> - H - 20 / . . .<br />
0060.120 <br />
<strong>HSC</strong> - H - 25 / . . .<br />
0060.130 <br />
Append length L [mm] to the order<br />
Minimum component dimensions acc. to Approval must be observed, see<br />
table Page 5.<br />
Designation<br />
Order code<br />
Type - bar diam. ds / L [mm]<br />
<strong>HSC</strong> - HD - 16 / . . .<br />
0060.210 <br />
<strong>HSC</strong> - HD - 20 / . . .<br />
0060.220 <br />
<strong>HSC</strong> - HD - 25 / . . .<br />
0060.230 <br />
Append length L [mm] to the order<br />
Minimum component dimensions acc. to Approval must be observed, see<br />
table Page 5.<br />
<strong>HSC</strong>-S<br />
Female bar, single headed<br />
<strong>HSC</strong>-A<br />
Male bar, single headed<br />
L<br />
Material:<br />
reinforcement<br />
steel BSt 500S<br />
L<br />
Material:<br />
reinforcement<br />
steel BSt 500S<br />
ds<br />
ds<br />
Designation<br />
Order code<br />
Type - bar diam. ds / L [mm]<br />
<strong>HSC</strong> - S - 16 / . . .<br />
0060.310 <br />
<strong>HSC</strong> - S - 20 / . . .<br />
0060.320 <br />
<strong>HSC</strong> - S - 25 / . . .<br />
0060.330 <br />
Append length L [mm] to the order<br />
Minimum component dimensions acc. to Approval must be observed, see<br />
table Page 5.<br />
Designation<br />
Order code<br />
Type - bar diam. ds / L [mm]<br />
<strong>HSC</strong> - A - 16 / . . .<br />
0060.410 <br />
<strong>HSC</strong> - A - 20 / . . .<br />
0060.420 <br />
<strong>HSC</strong> - A - 25 / . . .<br />
0060.430 <br />
Append length L [mm] to the order<br />
Minimum component dimensions acc. to Approval must be observed, see<br />
table Page 5.<br />
<strong>HSC</strong>-SD<br />
Fixing plates<br />
Double headed female bar Plastic nailing plate Magnetic plate<br />
L<br />
Material:<br />
reinforcement<br />
steel BSt 500S<br />
ds<br />
Material: reinforcement steel BSt 500S<br />
Designation<br />
Order code<br />
Type - bar diam. ds / L [mm]<br />
<strong>HSC</strong> - SD - 16 / . . .<br />
0060.510 <br />
<strong>HSC</strong> - SD - 20 / . . .<br />
0060.520 <br />
<strong>HSC</strong> - SD - 25 / . . .<br />
0060.530 <br />
Append length L [mm] to the order<br />
Minimum component dimensions acc. to Approval must be observed, see<br />
table Page 5.<br />
3916 steel plate (without picture)<br />
Designation<br />
for bar diam.<br />
ds [mm]<br />
D<br />
[mm]<br />
H<br />
[mm]<br />
Order code<br />
3905 - 16 16 60 10 0725.020-00004<br />
3905 - 20 20 60 10 0725.020-00005<br />
3916 - 25 25 — 9 0725.030-00001<br />
6365 - 16 16 40 12 0741.180-00002<br />
6365 - 20 20 55 12 0741.180-00003<br />
4
<strong>HALFEN</strong> <strong>HSC</strong> <strong>STUD</strong> <strong>CONNECTOR</strong><br />
Design calculation<br />
Data sheet for dimensioning<br />
Dimensions of the column<br />
Column width b col mm<br />
Column depth h col mm<br />
Dimensions of the console<br />
Console width b c mm<br />
Console length l c mm<br />
Console height h c mm<br />
Dimensions of the bearing plate and load position<br />
Plate thickness d L mm<br />
Plate breadth b L mm<br />
Plate length a L mm<br />
Point of load a c mm<br />
Loading<br />
Vertical load F Ed kN<br />
Horizontal load H Ed kN<br />
Boundary conditions<br />
Quality of concrete<br />
C<br />
Table: Minimum component dimensions acc. to Approval No.<br />
Z-15.6-204, App. 4 and 5<br />
Concrete cover c nom mm<br />
Anchor<br />
diam.<br />
Concrete<br />
strength grade<br />
Minimum component dimensions<br />
• Column • Corbel<br />
Concreting (1 or 2 phase)<br />
d A<br />
b col,min /h col,min b c,min /l c,min /h c,min<br />
16 C20/25-C70/85 240/240 240/240/240<br />
C20/25-C35/45 300/300 300/300/300<br />
20<br />
C40/50-C70/85 240/240 240/240/240<br />
Column over the console<br />
Vertical load N Ed,col,o kN<br />
Shear force V Ed,col,o kN<br />
25<br />
C20/25 300/400 300/400/300<br />
C25/30-C30/37 300/350 300/350/300<br />
C35/45-C70/85 300/300 300/300/300<br />
Reinforcement ration<br />
Number<br />
diam.<br />
Pcs.<br />
mm<br />
Please return this data sheet by telefax filled out to <strong>HALFEN</strong>-<br />
DEHA by telefax +49-(0)2173/970-420.<br />
We gladly offer our assistance for your project with dimensioning<br />
<strong>HALFEN</strong> <strong>HSC</strong> Stud Connectors.<br />
Proof of fatigue failure<br />
max. vertical load V Ed,max kN<br />
min. vertical load V Ed,min kN<br />
5
CONTACT <strong>HALFEN</strong> WORLDWIDE<br />
<strong>HALFEN</strong> is represented in more than 45 countries worldwide. Please contact us: www.halfen.com<br />
NOTES REGARDING THIS CATALOGUE<br />
Technical and design changes reserved<br />
The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to<br />
make technical and design changes at any time. Halfen GmbH shall not accept liability for the accuracy of the information in<br />
this publication or for any printing errors.<br />
The Quality Management System of Halfen GmbH is certified for the locations in Germany, Switzerland and Poland according<br />
to DIN EN ISO 9001:2000, Certificate No. QS-281 HH.<br />
R - 065 - 03/07 - E 1.000 03/07<br />
© 2007 Halfen GmbH,<br />
applies also to copying in extracts.
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