The construction and acceptance specification of GB 50268-2008 Water Supply And Drainage Pipeline Engineering specified the close air test without pressure in pipeline having the advantages of time and labor saving,material and water resources saving , low cost,simple operation and so on,and it can be applied in whole country.Taiyuan Municipal Engineering Management Office (now Taiyuan Municipal Public Facilities Management Office) as China's first suspend breathing test standards CECS 19:90 concrete drainage pipe project close air test standards and cJ / T 3021.1993 drainage pipe close air test inspection plate sealed tube block the participating units.Since the promulgation and implementation in 1990, Taiyuan has done a lot of close air tests, I have consulted repeatedly to the editor Wang Ruizhi of the standard editor unit Tianjin Municipal Engineering Research Institute (now Tianjin Municipal Engineering Research Institute).Due to years of close air test and the complex to close air test ,now give the introduce about the application of bypass inflatable pipe plug in close air test and the DB 29.155-2006 Plastic Drainage Pipeline Engineering Close Air Test standards and expansion by Tianjin Municipal Engineering Research Institute so that can Easy to promote and application.
1.Reinforced concrete pipeline close air test standard
Permissible seepage calculation formula:q=1．25√D
Reinforced concrete pipeline close air test standard See Table 1
2.Plastic pipeline close air test standard
In recent years for the municipal engineering in the plastic drainage pipe is mainly high-density polyethylene(HDPE) double wall corrugated pipe, hard polyvinyl chloride (PVC-U) double wall corrugated pipe and steel belt reinforced polyethylene (PE) spiral bellows,Its unique wall structure makes the pipe with ring stiffness,strong compressive strength, light weight, low drainage resistance,high pressure resistance, good toughness,corrosion resistance,good sealing interface,good bending performance, adapt to the uneven settlement of the foundation,low installation cost, simple construction, shorten the construction period, long service life (Buried for more than 50 years) and so on,can be widely used in municipal drainage constuctions.
DB 29.155-2006 Plastic Drainage Pipeline Engineering Close Air Test standards and expansion (Added D1300 mm-D2200 mm ten kinds specifications of the standard test parameters), is based on the China Engineering Construction Standardization Association Standard CECS 164: 2004 Technical Code for Buried Polyethylene Drain Pipeline (It is suggested that the Close Air Test can be used in pipeline air tightness test ) and CECS 122:2001 Permissible Permeability of Buried Polyvinyl Chloride Drainage Pipeline Engineering Technical Specifications (The relevant standards are According to the third edition of the Strictest USA< PVC pipeline design and construction manual> in 1991 ),after kinds of tests then be written.
Permissible seepage calculation formula:q=0.0046D
Reinforced concrete pipe close air standard See Table 2
Table 1 Reinforced concrete pipeline close air test standard
Table 2 Plastic pipeline close air test standard
Suitable for Chinese pipeline plug size:
DACHENG 8″~12″ : 200 mm~300 mm
DACHENG 10″~12″: 250 mm~300mm
DACHENG 12″~14″: 300mm~350mm
4.Close Air Test Bypass Inflatable Pipe Plug
Material: rubber with canvas layers
Parts: hose inside of the plug for air insert the pipe flange , quick union and rings
Bypass Inflatable Pipe plug air testing
The closed-water test of the non-pressurized pipe requires a well test, and the airtight test does not mention the well Test, USA have the well closed gas test standards,
Closed water test for non-pressurized pipelines
It is recommended to check the allowable seepage of the well according to GB 50268-2008 9.5.3 shaped cross-sectio of the allowable seepage of the pipeline can be converted into a circular pipe circumference calculation.
5.Pipeline deformation test
CECS 164: 2004 Technical Specifications9.2.1 for Buried Polyethylene Drain Pipelines,When backfill to the design elevatio,measure the initial deformation of the vertical diameter of the pipeline within12h-24h,and also calculate the initial deformation rate of the vertical diameter of the pipeline.The value shall not exceed 2/3 of the allowable deformation of the diameter,and allowable diameter deformation rate requirements need be less than 5%,When the deformation exceeds 5%, the interface between the pipelines and the interface between the pipeline and the manhole may be seeped, resulting in the loss of backfill sand, and even affect the safety of the roadbed,and appear collapse phenomenon.The pipeline effectively support angle range and the backfill quality on both sides of the pipeline are very important,that make the pipeline top forms the soil arch so this must be given sufficient attention, The pictuire 6 is the pipeline with Serious deformation.
Pipeline with Serious deformation
The deformation of the pipeline can be tested by means of a circular mandrel or a closed circuit television. The measurement deviation shall not be greater than 1 mm, When the initial deformation rate of the vertical diameter of the pipe is greater than 2/3 of the allowable deformation rate of the pipe diameter and the pipeline itself is not damaged, the following procedure can be corrected until the requirements are met:1)Dug the groove backfill soil till exposing 85% of the pipeline height, the top of the tube above 0.5mm must be Using artificial mining,2)Check the pipeline, when there is damage, can be repaired or replaced.3)Use the backfill material which can achieve the required density, and re-filled with the required density,4)Re-measure the initial deformation rate of the vertical pipeline diameter
 GB 50268-2008, Water supply and sewer pipeline construction and acceptance of norms [S].
 CECS 164: 2004, Buried polyethylene pipeline technical specifications [S].
 DB 29-155-2006, Plastic drainage pipeline project suspend breathing test standards [s]
 CECS 19:90,Reinforced concrete pipeline suspend breathing test standards[s]