| Sign In | Join Free | My benadorassociates.com |
|
| Categories | Panel Bridge |
|---|---|
| Brand Name: | Zhonghai Bailey Bridge |
| Model Number: | CB200/CB321 |
| Certification: | IS09001, CE |
| Place of Origin: | China |
| MOQ: | 1 Pcs |
| Price: | USD 95-450 |
| Payment Terms: | L/C,D/P,T/T |
| Supply Ability: | 60000ton/year |
| Delivery Time: | 8-10 work days |
| Packaging Details: | Naked |
| Surface: | Galvanized |
| Features: | Adjustable, Durable, Lightweight |
| Material: | Steel |
| Materials: | Q345E |
| Coating: | galvanized |
| Structure: | TSR |
| Portable: | Yes |
| Durable: | Yes |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Long Life Durable Prefabricated Bailey Bridge/standard Bailey Bridge
If the wind-resistant tie rod of the Bailey bridge is loose, you can handle it as follows:
1. **Check the cause of looseness**
- **Check the turnbuckle and locking nut**: The wind-resistant tie
rod is equipped with a loose turnbuckle to adjust the tie rod
length, and a locking nut is provided at one end of the turnbuckle
to prevent the tie rod from loosening. First check whether the
turnbuckle is at the correct length, that is, whether the rod end
touches the length indicator block, and whether the locking nut is
tightened.
- **Check the connection part**: Check whether the pin connecting
the wind-resistant tie rod to the truss is loose or falls off.
2. **Adjust the tie rod length**
- **Adjust with the turnbuckle**: If the tie rod length is
incorrect, you can adjust it by rotating the turnbuckle until the
rod end touches the length indicator block, indicating that the tie
rod is at the correct length.
3. **Tighten the locking nut**
- **Ensure firm fixation**: After adjusting the tie rod length, the
locking nut at one end of the turnbuckle must be tightened to
prevent the tie rod from loosening.
4. **Check the connection pin**
- **Reinstall or replace**: If the connection pin is found to be
loose or detached, the pin should be reinstalled or replaced, and
the pin should be ensured to firmly connect the wind-resistant tie
rod and the truss.
5. **Regular inspection and maintenance**
- **Regular inspection**: In daily maintenance, the tightness of
the wind-resistant tie rod should be checked regularly, especially
after bad weather, to promptly detect and deal with loose problems.
- **Apply grease to prevent rust**: Apply grease to the exposed
parts of the pins and bolts to prevent rust and looseness caused by
rain erosion.
Through the above steps, the problem of loose wind-resistant tie rods of Bailey bridges can be effectively dealt with to ensure the safety and stability of the bridge.
Specifications:
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
| CB321(100) Truss Press Limited Table | |||||||||
| No. | Lnternal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Standard Truss Moment(kN.m) | 788.2 | 1576.4 | 2246.4 | 3265.4 | 1687.5 | 3375 | 4809.4 | 6750 |
| 321(100) | Standard Truss Shear (kN) | 245.2 | 490.5 | 698.9 | 490.5 | 245.2 | 490.5 | 698.9 | 490.5 |
| 321 (100) Table of geometric characteristics of truss bridge(Half bridge) | |||||||||
| Type No. | Geometric Characteristics | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Section properties(cm3) | 3578.5 | 7157.1 | 10735.6 | 14817.9 | 7699.1 | 15398.3 | 23097.4 | 30641.7 |
| 321(100) | Moment of inertia(cm4) | 250497.2 | 500994.4 | 751491.6 | 2148588.8 | 577434.4 | 1154868.8 | 1732303.2 | 4596255.2 |
Advantage
Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity

|