DN3000 FRP straight pipe, what are the risks to consider when installing large diameter pipes?

Published on: 2025-08-02 16:24
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Changzhou Baoshuo Pipe Fittings can customize large-diameter pipe repair clamps, DN3000 straight pipe pipe repair clamps, and DN3000 fiberglass pipe socket repair clamp.

玻璃钢管承插泄漏维修,哈夫节常州市宝硕管件baoshuo

🚨 1、Lifting and transportation risks (accident-prone links)

 Risk Points          

 Consequences Example                  

 Prevention and control measures                                                                 

 Tube body fracture        

 Stress concentration at the hanging point causes longitudinal cracking    

 ✔️ Special soft sling (width ≥ 30cm) multi-point lifting (≥ 4 points)<br>✔️ The spacing between lifting points is ≤ 1/4 of the pipe length to avoid excessive cantilever length

 collision damage       

 Hidden cracks are caused by impact on the pipe end during transportation    

 ✔️ Rubber anti-collision rings are installed on the pipe ends, and the transport vehicle is equipped with airbags for shock absorption<br>✔️ Turning radius ≥ 12 times the pipe length, speed limit 40km/h

Foundation instability       

 Crane sinks and overturns

 ✔️ Ground bearing test before operation (bearing capacity ≥ 150kPa)<br>✔️ Laying steel plates to distribute the load and monitor settlement in real time

 

 

 ⚠️ 2、Trench construction risks

 Risk Points          

 Consequences Example                  

 Prevention and control measures                                                                 

Slope collapse      

Quicksand stratum trench collapse buried pipeline     

✔️ Slope ≥1:1.5 (silt soil) or support steel sheet piles<br>✔️ Real-time monitoring of groundwater level, lowering the water level to below 0.5m below the bottom of the trench

 Basement disturbance        

 Insufficient foundation bearing capacity due to over-excavation or water accumulation  

 ✔️ Mechanical excavation with 20cm manual bottom cleaning<br>✔️ Laying 30cm graded gravel + 10cm medium sand cushion (compaction degree ≥95%)

 Floating tube        

 Groundwater buoyancy causes pipe displacement          

 ✔️ Calculate buoyancy (≥1.1 times the anti-buoyancy coefficient) and pour concrete weights or anchor piles                      

Pipeline damage, slope collapse, base disturbance, pipe body floating, etc. that occur after pipeline installation and landfill have a certain amount of offset. For those with smaller offset, you can choose Baoshuo's pipe socket repair clamp., because this pipe repair clamp has an inner cavity that can wrap up the offset angle of the pipe.

 

 🔧 3、Pipeline Group Risk

 Risk Points          

 Consequences Example               

Prevention and control measures                                                               

 Socket offset      

 Interface misalignment leads to sealing failure          

 ✔️ Laser alignment tool controls axis deviation ≤3mm<br>✔️ Use hydraulic jacking device (jacking force ≤50kN) to slowly dock

 Sealing ring damage      

The rubber ring is twisted or squeezed out during installation        

 ✔️ Lubricate with food-grade silicone grease<br>✔️ Insertion depth marking line + limit baffle dual control              

 Temperature stress        

The temperature difference between day and night causes the pipe to expand and contract      

 ✔️ Choose a temperature between 10 and 25°C for installation<br>✔️ Install flexible joints (such as K-type expansion joints) every 100m for large-diameter pipes    

 pipe socket repair clamp can be used to solve the leakage of the FRP pipe socket.

 

 🌊 4、Backfill compaction risk

 Risk Points          

Consequences Example                  

 Prevention and control measures                                                                 

 Pipe deformation exceeds the standard 

 Lateral soil pressure causes ovality > 3% (e.g., pipe burst at a water plant)

 ✔️ Backfill in layers (each layer ≤ 20cm), and manually compact the corners of the pipe side.<br>✔️ Direct mechanical rolling of the pipe top is strictly prohibited (manual compaction within 50cm of the pipe top)

 Partial suspension       

Inadequate backfill leads to support failure          

 ✔️ Watertight backfilling (water injection and sedimentation + sand replenishment)<br>✔️ Geological radar scanning of the cavity area                   

 Uneven settlement    

Pipe-soil separation causes interface leakage          

 ✔️ Transition section setting (1:2 slope between original soil and backfill soil)<br>✔️ Pipe base compaction degree is 5% higher than that of adjacent areas 

 

 ⚡ 5、Special working conditions risks

 Risk Points          

 Consequences Example                  

 Prevention and control measures                                                                 

 Pipe burst during water pressure test    

 Too fast a pressure increase causes a weak point to rupture         

 ✔️ Gradual pressurization (0.5 times design pressure → steady pressure for 30 minutes → 1.0 times → 1.5 times)<br>✔️ Pressure test water temperature ≥ 5℃ (to prevent low temperature brittleness)

Through structural damage   

Pipe jacking construction causes settlement of adjacent buildings        

 ✔️ Mud-water balance pipe jacking machine controls the excavation volume (≤98% of the theoretical value)<br>✔️ Synchronous grouting to fill the gap (grouting pressure 0.2~0.3MPa)

 UV aging      

 Surface powdering after being stored in the open air for more than 3 months  

 ✔️ The tube body is covered with UV-proof canvas<br>✔️ When the storage period is greater than 1 month, spray the weather-resistant coating (≥200μm)          

 

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