A 36 Cross Hole Sonic Logging (CSL) Tubes

Short Description:

Product name: Cross hole Sonic Logging pipes

Standard: ASTM, JIS, ASTM A106-2006, JIS G3463-2006, GB

Grade: A106(B,C), A335 P11, 10#, 20#, Q195, A53-A369, Q195-Q345

Outer Diameter: 15 - 160 mm

Thickness: 1 – 3 mm

Length: 5.8-12m

Certification: ISO, SGS, BIS, etc

Type: Welded Steel Pipe

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Overview of Cross Hole Sonic Logging (CSL) Tubes

Cross Hole Sonic Logging (CSL) Tubes is an indispensable acoustic detection tube, which can be used to detect the quality of a pile. It is the channel through which the probe enters the interior of the pile during ultrasonic testing of cast-in-place piles. It is an important component of the ultrasonic testing system for cast-in-place piles, and its embedding method inside the pile and its layout on the cross-section of the pile will directly affect the testing results. Therefore, the pile to be tested should be marked with the layout and embedding method of the acoustic testing pipe in the design drawing. During construction, the quality of embedding and the thickness of the pipe wall should be strictly controlled to ensure the smooth progress of the testing work.

A36 crosshole sonic logging pipes-Q195csl pipe (2)

Specification of Cross Hole Sonic Logging (CSL) Tubes

Name	Screw/Auger Type Sonic Log Pipe
Shape	No.1 pipe		No.2 pipe	No.3 pipe
Outer diameter	50.00mm		53.00mm	57.00mm
Wall thickness	1.0-2.0mm		1.0-2.0mm	1.2-2.0mm
Length	3m/6m/9m, etc.
Standard	GB/T3091-2008, ASTM A53, BS1387, ASTM A500, BS 4568, BS EN31, DIN 2444, etc
Grade	China Grade	Q215 Q235 According to GB/T700;Q345 According to GB/T1591
	Foreign Grade	ASTM	A53, Grade B, Grade C, Grade D, Grade 50 A283GRC, A283GRB, A306GR55,etc
		EN	S185, S235JR, S235J0, E335, S355JR, S355J2, etc
		JIS		SS330, SS400, SPFC590,etc
Surface	Bared, Galvanized, Oiled, Color Paint, 3PE; Or Other Anti-corrosive Treatment
Inspection	With Chemical Composition and Mechanical Properties Analysis; Dimensional and Visual Inspection, Also With Nondestructive Inspection.
Usage	Used in the sonic testing applications.
main market	Middle East, Africa, Asia and some European country, America, Australia
Packing	1.bundle 2.in bulk 3.plastic bags 4.according to client's requirement
Delivery time	10-15 days after the order be confirmed.
Payment Terms	1.T/T 2.L/C: at sight 3.Westem Union

Performance Parameter

Category	Spiral Type	Clamping Type	Sleeve Type	Push-in Sound	Socket	Flange Type	PEG Type	Heat Rubber Sleeve Type
Connection method	Screw	Clamp insert	Sleeve welding	Insert butt	Push-in card spring	Flange	Clamping	Heat shrink sleeve
Product Specification	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm	Outer Diameter : 50 mm, 54 mm, 57 mm	Outer Diameter : 46 mm, 50 mm, 54 mm, 57 mm
	Thickness : 2.0 mm, 2.5 mm, 2.8 mm, 3.0 mm, 3.5 mm	Thickness : 1.0 mm, 1.2 mm, 1.5 mm	Thickness : 1.0 mm, 1.2 mm, 1.5 mm, 2.0 mm, 2.5 mm, 2.8 mm, 3.0 mm, 3.5 mm	Thickness : 1.0 mm, 1.2 mm, 1.5 mm	Thickness : 1.0 mm, 1.2 mm, 1.5 mm, 2.0 mm, 2.5 mm, 2.8 mm, 3.0 mm, 3.5 mm	Thickness : 1.0 mm, 1.2 mm, 1.5 mm, 2.0 mm, 2.5 mm, 2.8 mm, 3.0 mm, 3.5 mm	Thickness : 3.0 mm	Thickness : 1.0 mm, 1.2 mm, 1.5 mm, 2.0 mm, 2.5 mm, 2.8 mm, 3.0 mm, 3.5 mm

A36 crosshole sonic logging pipes-Q235 csl pipe (11)

JINDALAI’s CSL pipes are composed of steel. Steel pipes are typically preferred over PVC pipes because PVC material can debond from concrete due to heat from the concrete hydration process. Debonded pipes often lead to inconsistent concrete test results. Our CSL pipes are frequently used as a quality assurance measure to guarantee the stability of drilled shaft foundations and structural integrity. Our customizable CSL pipes can also be used to test slurry walls, auger cast piles, mat foundations, and mass concrete pours. This type of testing can also be performed to determine the integrity of a drilled shaft by finding potential problems like soil intrusions, sand lenses, or voids.

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