*Geotechnical *Reinforcing *Post-Tensioning *Formworks *Micro piles *Ground Anchors *Soil Nailing *Tunneling*Mining
Post Tension Bar System
Title: Revolutionary Post-Tension Bar System Changing Construction Industr
Introduction:
In a bid to improve construction efficiency and enable the creation of structurally sound and sustainable buildings, a revolutionary post-tension bar system is set to revolutionize the construction industry. This innovative construction technique utilizes high-strength steel bars, known as post-tension bars, to reinforce concrete structures, providing enhanced stability and longevity. Let’s delve into the details of this groundbreaking development.
One of the most significant advantages of this method is its cost-effectiveness. Soil nailing is a more affordable option compared to other reinforcement techniques, such as retaining walls and soil grouting. It also has a relatively high success rate, making it a popular choice for engineers and contractors.
Fully threaded steel bars are currently used to anchor and support the dam body form of the dam foundation. In the cable-stayed bridge, fully threaded bars are used as the main ribs and bridge foundations of the main tower. The use of fully threaded steel bars saves steel, reduces component area and reduces component weight.
The continuous external thread is hot rolled. The shape of thread bar is shown as following figure. The main dimension ranges from ⌀15mm-⌀50mm and the grade ranges from 500/630Mpa to 1200/1330Mpa.
|
Nominal Diameter |
Diameter |
H |
B |
L |
Nominal Section |
Nominal Weight |
|
|
Dv |
Dh |
||||||
|
mm |
mm |
mm |
mm |
mm |
mm |
Area(mm2) |
Kg/m |
|
15 |
15 |
15 |
1.0 |
4.5 |
10 |
176 |
1.47 |
|
18 |
18 |
18 |
1.2 |
4.0 |
10 |
254.5 |
2.11 |
|
20 |
20 |
20 |
1.3 |
4.8 |
10 |
314 |
2.47 |
|
25 |
25 |
25 |
1.6 |
6.0 |
12 |
490.9 |
4.10 |
|
32 |
32 |
32 |
2.0 |
7.0 |
16 |
804.2 |
6.65 |
|
36 |
36 |
36 |
2.5 |
8.0 |
18 |
1018 |
8.41 |
|
40 |
40 |
40 |
3.0 |
8.0 |
20 |
1256.6 |
10.34 |
|
50 |
50 |
50 |
3.0 |
9.0 |
24 |
1963.5 |
16.28 |
|
60 |
60 |
60 |
3.0 |
10.0 |
22 |
2827 |
23.36 |
|
63.5 |
63 |
63.5 |
3.0 |
12.0 |
22 |
3167 |
26.20 |
|
65 |
65 |
65 |
3.0 |
12.0 |
22 |
3318 |
27.4 |
|
70 |
70 |
70 |
3.0 |
12.0 |
22 |
3848 |
31.8 |
|
75 |
75 |
75 |
3.0 |
12.0 |
22 |
4418 |
36.9 |
|
Grade 830/1030 |
Norminal Dia. |
Cross Section |
Yield Strength |
Tensile Strength |
Yield Load |
Ultimate Load |
Elongation |
Liner Weight |
|
(mm) |
(Area) |
≥(Mpa) |
≥(Mpa) |
(KN) |
(KN) |
(A/%) |
(kg/m) |
|
|
15 |
177 |
830 |
1030 |
147 |
182 |
6 |
1.47 |
|
|
20 |
314 |
830 |
1030 |
261 |
323 |
6 |
2.47 |
|
|
25 |
491 |
830 |
1030 |
408 |
506 |
6 |
4.1 |
|
|
32 |
804 |
830 |
1030 |
667 |
828 |
6 |
6.65 |
|
|
36 |
1018 |
830 |
1030 |
845 |
1049 |
6 |
8.41 |
|
|
40 |
1257 |
830 |
1030 |
1043 |
1295 |
6 |
10.34 |
Company Introduction
Since the establishment of the company in 2008, Tianjin Cathay Pacific Steel Co.,Ltd has focused on Screw Threaded Steel products and related construction products. The products on the market are: FT Bar, its accessories: nuts, plates, couplers, spiral bars, PC strand wires and anchors, metal and plastic ducts, etc.
Our company always regards product quality as the lifeline of the company, adheres to the rigorous, efficient and innovative concept to serve customers, and we are willing to cooperate with new and old customers at home and abroad to provide customers with better quality service and quality products.
The Projects We Participated in:
1. Hongkong- Zhuhai-Macao Bridge
2. Mongolian Shangri-la Hotel
3. The Uzbek Railway Engineering
4. Cambodia San Secondary Hydropower Station
5. Brunei PMB Cross- Sea Bridge
6. Malaysia DASH CB4 Expressway Project
7. Papua New Guinea Hilton Hotel
8. Bangladesh Airport Projects
Application: Bridge, Tunneling, Mining, Soil Nailing, Slope Stabilizing,
Contact Information:
Wendy Lee
Tianjin Cathay Pacific Steel Co.,Ltd
Email: tjgtqc@tjgtqc.com
Mobile/WhatsApp/WeChat :+86-176 1227 5091
Add: B10-1-2, Kexin Industrial Area, Beichen District, Tianjin, China
| Nominal Diameter | Diameter | H | B | L | Nominal Section | Nominal Weight | |
| Dv | Dh | ||||||
| mm | mm | mm | mm | mm | mm | mm2 | kg/m |
| 15 | 15 | 15 | 1.0 | 4.5 | 10 | 176 | 1.47 |
| 18 | 18 | 18 | 1.0 | 4.0 | 10 | 254.5 | 2.11 |
| 20 | 20 | 20 | 1.3 | 4.8 | 10 | 314 | 2.47 |
| 25 | 25 | 25 | 1.6 | 6.0 | 12 | 490.9 | 4.10 |
| 32 | 32 | 32 | 2.0 | 7.0 | 16 | 804.2 | 6.65 |
| 36 | 36 | 36 | 2.5 | 8.0 | 18 | 1018 | 8.41 |
| 40 | 40 | 40 | 3.0 | 8.0 | 20 | 1256.6 | 10.34 |
| 50 | 50 | 50 | 3.0 | 9.0 | 24 | 1963.5 | 16.28 |
| 60 | 60 | 60 | 3.0 | 10.0 | 22 | 2827 | 23.26 |
| 63.5 | 63 | 63.5 | 3.0 | 12.0 | 22 | 3167 | 26.20 |
| 65 | 65 | 65 | 3.0 | 12.0 | 22 | 3318 | 27.470 |
| 70 | 70 | 70 | 3.0 | 12.0 | 22 | 3848 | 31.8 |
| 75 | 75 | 75 | 3.0 | 12.0 | 22 | 4418 | 36.9 |
| Grade500/630 | NominalDia. | CrossSection | YieldStrength | TensileStrength | YieldLoad | UltimateLoad | Elongation | NominalWeight |
| mm | mm2 | >=Mpa | >=Mpa | KN | KN | A/% | KG/m | |
| 20 | 314 | 500 | 630 | 157 | 198 | 10 | 2.47 | |
| 25 | 491 | 500 | 630 | 246 | 309 | 10 | 4.1 | |
| 28 | 615 | 500 | 630 | 308 | 387 | 10 | 4.83 |
