Temporary Modular Bridges: Rapid Solutions for Critical Connectivity
  In times of crisis or infrastructure disruption, temporary modular bridges (TMBs) emerge as vital lifelines, offering fast, flexible, and reliable connectivity. Unlike traditional bridges that require months of on-site construction, TMBs are prefabricated in standardized modules, enabling quick assembly and deployment—often within days or weeks—making them indispensable in emergency response and infrastructure maintenance.
 The core advantage of TMBs lies in their modular design. These bridges consist of interchangeable components, such as steel or aluminum trusses, deck panels, and support structures, manufactured in factories under strict quality control. This prefabrication not only ensures consistency but also reduces on-site labor and material waste. For instance, during natural disasters like floods or earthquakes that destroy existing bridges, TMBs can be transported via trucks, helicopters, or boats to the affected area. Once on-site, teams use simple tools to assemble the modules, restoring access for emergency vehicles, relief supplies, and displaced communities.
 Beyond emergency scenarios, TMBs play a key role in construction and infrastructure projects. When highways or railways undergo repairs, TMBs provide temporary detours, minimizing traffic disruptions for commuters and businesses. Their adaptability is another strength: modules can be adjusted in length, width, and load capacity to suit different needs, from pedestrian crossings to heavy-duty vehicle access. Some advanced TMBs even feature modular expansion capabilities, allowing them to be extended or modified as project requirements change.
 Sustainability is also a growing focus in TMB design. Many modern modules are made from recyclable materials, and their reusable nature reduces the environmental impact compared to temporary structures built for single use. After serving their purpose, TMB components can be disassembled, inspected, and stored for future deployment, cutting down on construction waste and resource consumption.
 As technology advances, TMBs continue to evolve. Innovations like lightweight composite materials and digital modeling tools are enhancing their portability, durability, and ease of assembly. In an era where rapid response to crises and efficient infrastructure management are more critical than ever, temporary modular bridges stand as a practical and forward-thinking solution, ensuring that connectivity is never lost for long.
 
 
 
 Specifications:
 
     | 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 |  
  
 



  
     | 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 |  
  
 



  
 
 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
 
 
 