Bolted Connection
Bolted Connection
Bolted, inline connection for concrete wall panels
The Bolted Connection was specifically designed
and engineered to eliminate welding operations
for panel-to-panel connections.This simplified
method allows for to installation by crew members
already working onsite. This reduces costs and
time consuming inspection procedures required
with weld plates and field welding. Installation can
be completed when weather is not suitable for
welding.
Bolted Connections are adjustable which allows
greater flexibility when there are inconsistencies
in foundation elevations. Only a torque wrench is
required for installation.
* Minimum wall panel thickness for SBBPTPC is 4”.
CONCRETE SHOWN FOR REFERENCE ONLY
** All materials are HDG
Bolted Connection
|
*Bolted Connection |
|||
|
Part No. |
Description |
Components |
Qty |
|
SBBPTPC 3 |
Anchor Rail HD |
2 |
|
|
Serrated Hex Flange Nut |
2 |
||
|
**Bolted Connection 2 |
M16 T-Bolt 8.8 1 |
2 |
|
|
Square Washers 3”x3”x3/8” |
2 |
||
|
Panel-to-Panel Connection Plate 1 |
|||
B
.38
0 4.00 .50
3 SQ.
2525 Armitage Ave
Melrose Park, IL 60160
708-493-9569
www.surebuilt-usa.com
02/26
ITEM
1
QTY
2
PART NUMBER
DESCRIPTION
Anchor Rail 5/8″
-11 x 2″ T-Bolt4
3
2
Structural Washer
2
1
3.00
.38
1.50
n.80
1
REV:
SIZE:
B
SCALE:
N.T.S.
MATERIAL:
GRADE 50 STEEL
FINISH: WEIGHT:
GALVANIZED SEE DWG.
LBS
R.33
3
2
.412
L 60104
) 493-9601
Panel-to-Panel Connection Plate
4
3
14.25
1.375 2.75
2.75
1.375
.50
B B
7.50 LBS.
2.00
3.00
4.00
n.80
A A
1.50
4.00
4.00
Round washers available upon request.
.75 WALL JOINT
3
2
T-Bolt
T-Bolt and Serrated Flange Nut
n.80
A A
Part No. Description 1.50
Size
DIMENSIONS ARE IN INCHES
REV:
MATERIAL:
TITLE:
DATE:
SBM16TBOLT88 UNLESS OTHERWISE SPECIFIED
TOLERANCE:
T-Bolt 8.8 1/2″ x 4″ x 14-1/4″ PLATE w/ (2) SLOTS and
GRADE 50 STEEL
FRACTIONS: ±1/32″
.412
M16
10-22-2025
SIZE:
3/8″ x 3″ x 3″ WASHER
DRAWN:
DDM
DECIMALS:
NOTE: THE INFORMATION CONTAINED
0.0………..±0.063
B
PART NO:
CHECKED:
IN THIS DRAWING IS THE SOLE
0.00………±0.031
PROPERTY OF SUREBUILT COMPANY.
2525 ARMITAGE AVE., MELROSE PARK, IL 60160
4
PHONE: (708) 493-9569 – FAX: (708) 493-9601
SBSHFN ANY REPRODUCTION IN PART OR AS
0.000…….±0.010
SCALE:
FINISH: WEIGHT:
3
A WHOLE WITHOUT THE WRITTEN
ANGLES: ±1°
2
GALVANIZED SEE DWG.
DWG. NO: PERMISSION OF SUREBUILT
UNLESS OTHERWISE SPECIFIED
COMPANY IS PROHIBITED.
Serrated Hex Flange Nut 1
N.T.S.
LBS
M16
SHEET:
APPROVED:
1
OF
1
4
3
2
1
NOTE: THE INFORMATION CONTAINED
IN THIS DRAWING IS THE SOLE
PROPERTY OF SUREBUILT COMPANY.
2525 ARMITAGE AVE., MELROSE PARK, IL 60160 ANY REPRODUCTION IN PART OR AS
B B
Serrated Hex Flange Nut
A WHOLE WITHOUT THE WRITTEN
PHONE: (708) 493-9569 – FAX: (708) 493-9601
PERMISSION OF SUREBUILT
COMPANY IS PROHIBITED.
4
.125
.060
DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
FRACTIONS: ±1/32″
DECIMALS:
0.0………..±0.063
0.00………±0.031
0.000…….±0.010
ANGLES: ±1°
UNLESS OTHERWISE SPECIFIED
3
4
5/8-11 UNC – 2A
n.300
B
*The serrated flange resists loosening due to vibration.
A A
Anchor Rail HD
2525 ARMITAGE AVE., MELROSE PARK, IL 60160
PHONE: (708) 493-9569 – FAX: (708) 493-9601
4
DIMENSIONS ARE IN INCHES
REV:
MATERIAL:
TITLE:
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
GRADE 8 STEEL
FRACTIONS: ±1/32″
SIZE:
DECIMALS:
NOTE: THE INFORMATION CONTAINED
0.0………..±0.063
B
PART NO:
IN THIS DRAWING IS THE SOLE
0.00………±0.031
PROPERTY OF SUREBUILT COMPANY.
ANY REPRODUCTION IN PART OR AS
0.000…….±0.010
SCALE:
FINISH: WEIGHT:
A WHOLE WITHOUT THE WRITTEN
ANGLES: ±1°
PERMISSION OF SUREBUILT
N.T.S.
UNLESS OTHERWISE SPECIFIED .11
LBS
COMPANY IS PROHIBITED.
3
2
DATE:
12-17-2025
M16 SERRATED FLANGE HEX NUT DIN 6923
DRAWN:
DDM
CHECKED:
DWG. NO: SHEET:
APPROVED:
1
OF
1
1
.750
n.300
A
.500
.625
R.33
DIMENSIONS ARE IN INCHES
REV:
MATERIAL:
TITLE:
UNLESS OTHERWISE SPECIFIED
*Insert the T-Bolt into the Anchor Rail HD
TOLERANCE:
ANCHOR RAIL 5/8″
-11 x 2″ T-Bolt
FRACTIONS: ±1/32″
SIZE:
DECIMALS:
NOTE: THE INFORMATION CONTAINED
0.0………..±0.063
B
PART NO:
IN THIS DRAWING IS THE SOLE
0.00………±0.031
840 S. 25TH AVE. BELLWOOD, IL 60104 channel slot. After a 90o turn clockwise the
PROPERTY OF SUREBUILT COMPANY.
ANY REPRODUCTION IN PART OR AS
0.000…….±0.010
SCALE:
FINISH: WEIGHT:
A WHOLE WITHOUT THE WRITTEN
ANGLES: ±1°
DWG. NO: PHONE: (708) 493-9569 – FAX: (708) 493-9601
PERMISSION OF SUREBUILT
N.T.S.
UNLESS OTHERWISE SPECIFIED .37
A
LBS
COMPANY IS PROHIBITED.
4
3
T-Bolt locks into position.
2
Part No. DIMENSIONS ARE IN INCHES
A B REV:
MATERIAL:
C L
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
SBARHD8G FRACTIONS: ±1/32″
2” 1-1/4” SIZE:
5-1/4” 8”
DECIMALS:
NOTE: THE INFORMATION CONTAINED
0.0………..±0.063
B
IN THIS DRAWING IS THE SOLE
0.00………±0.031
PROPERTY OF SUREBUILT COMPANY.
ANY REPRODUCTION IN PART OR AS
0.000…….±0.010
SCALE:
FINISH: WEIGHT:
A WHOLE WITHOUT THE WRITTEN
PERMISSION OF SUREBUILT
Anchor Rail HD – Properties
ANGLES: ±1°
N.T.S.
UNLESS OTHERWISE SPECIFIED .37
LBS
COMPANY IS PROHIBITED.
Load 3
Capacity SWL*
Pull-Out 11,250 lbs 3,750 lbs
PART NO:
DATE:
*SureBuilt T-Bolts only work with SureBuilt
10-24-2025
ANCHOR RAIL 5/8″
Anchor Rail HD.
-11 x 2″ T-Bolt
DRAWN:
DDM
CHECKED:
DWG. NO: SHEET:
APPROVED:
2
1
OF
1
1
Shear 5,500 lbs 1,833 lbs
*
**
Safe Working Load based on a safety factor of 3:1 in minimum 3,000 psi concrete.
Additional reinforcement required when rail placed close to edges or openings.
TITLE:
1/2″ x 4″ x 14-1/4″ PLATE w/ (2)
B
3/8″ x 3″ x 3″ WASHER
PART NO:
DWG. NO:
2
1
.825
.125
.060
R.33
.140
5/8-11 UNC – 2A
n.300
1.50
1.50
.750
n.300
.140
.500
.625
R.33
2.000
2.000
Anchor Rail HD – Dimensions
SHEET:
1
OF
1
TITLE:4
3
Bolted Connection
.75 WALL JOINT
CONCRETE SHOWN FOR REFERENCE ONLY
B
.38
4.00 4.00
.50
7.88
4
3 SQ.
14.25
A
2525 ARMITAGE AVE., MELROSE PARK, IL 60160 PHONE: (708) 493-9569 – FAX: (708) 493-9601
4
NOTE: THE INFORMATION CONTAINED
IN THIS DRAWING IS THE SOLE
PROPERTY OF SUREBUILT COMPANY.
ANY REPRODUCTION IN PART OR AS
A WHOLE WITHOUT THE WRITTEN
PERMISSION OF SUREBUILT
COMPANY IS PROHIBITED.
DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
REV:
MATERIAL:
TOLERANCE:
FRACTIONS: ±1/32″
DECIMALS:
0.0………..±0.063
0.00………±0.031
0.000…….±0.010
ANGLES: ±1°
SEE PARTS LIST
SIZE:
B
SCALE:
FINISH: WEIGHT:
N.T.S.
UNLESS OTHERWISE SPECIFIED LBS
3
Engineer of Record to specify number of connections per joint and maximum connection spacing.
Bolted Connection Notes
1. Out-of-plane loads are assumed to act on one side of corner at any point in time.
2. Anchor Channel allows for +/- 2” up/down tolerance.
3. Each side of bracket allows for +/- 1” left/right tolerance.
4. T-Bolt must be installed between the end anchors.
5. Place plate and washer and tighten nut to 52 lbf-ft. Exceeding capacity may damage the connections.
6. After tightening the nut, check whether the T-Bolt for correct installation. If the T-Bolt head is not perpendicular to the
channel axis, the T-Bolt must be completely loosed, re-aligned, re-tightened, and then re-checked for correct installation.
2
ITEM
QTY
1
2
2
1
3
2
4
2
5
2
6
2
TITLE:
PANEL T
PART NO:
DWG. NO:
2
