ENCARDIO RITE EDS-71P User Manual Download Page 18

Users’ Manual 

EDS-71V/P Single point borehole extensometer 

  

  

 

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NOTE: 

For very deep hole, staged grouting may be necessary. It is always best to consult grouting 
engineer at site and take his advice 

NOTE:

 

Packer anchor does not require the borehole to be fully grouted. It is recommended to use a 
hand grout pump for better control. It is important to pump water first to water saturate packer 
geotextile sufficiently. Pump grout until pressure builds up sufficiently to around 400 to 500 
kPa. Let pressure dissipate for a few minutes and then pump again till a distinct pressure is 
felt. Recommend grout mixture is 1 part cement and 1 part water by weight. Kink and tape 
grout tube to retain pressure and disconnect pump. Clean pump thoroughly. 

3.3.18  Remove screws (24) and lock nuts (25). Remove reference plate (14) and centre pillar (13) Cut 

and remove grout and vent tubes. Round edges of grout and vent tube with a hand file. Clean 
reference head assembly properly. Reassemble reference plate with centre pillar to guide plate. 

3.3.19  Remove guide plate (6).  
3.3.20  Insert sensor (20) in flanged housing (5) taking care that the cable is carefully routed out to be 

eventually connected to the junction box (23). Secure sensor to adopter cum guide plate (6) with 
grub screws (8a) ensuring that tube face (refer to figure 3.1) is around 10 mm extended from face 
of adopter cum guide plate (6).   

NOTE:       

Since only one sensor is being used therefore cable identification mark tagging is not required. 
Pull shaft of sensor and assemble to connecting rod end with reference button (15), link plate 
(16), sensor tightening nut (17) and locknut (18). 

3.3.21  Screw in the sensor to connecting rod clearly noting position of extensometer ‘1’.  

CAUTION: 

Never rotate shaft of displacement sensor in respect to the outside body. This will permanently 
damage the sensor. During installation pull or push or pull shaft only axially. A pin has been 
provided at the end of displacement sensor that sits flush in a groove in sensor body. During 
assembly operation and while using spanners for tightening, keep sensor in closed position 
with pin seated inside groove such that no torque is exerted on its shaft and there is no 
rotational movement. 

CAUTION:

   Do not use thread sealant on any thread while mounting the sensor as it may have to be 

replaced at a later date. 

3.3.22  Check displacement reading of sensor with model EDI-51V/EDI 53P read-out. Reading would be 

around specified initial reading (refer to § 3.3.11). Set reading precisely by loosening respective 
sensor with grub screws (8.a), repositioning sensor in adopter cum guide plate (6) and again 
tightening grub screw. 

3.3.23  Reset zero reading in EDI-51V/EDI 53P to final set position of sensor. Subsequent readings will 

determine relative displacement between anchor and reference plate. 

3.3.24  Take initial readings with help of depth micrometer. It is recommended to note date, time and 

temperature while taking the initial reading. 

NOTE: 

A proper record

 

of depth readings with depth micrometer should be permanently maintained. 

This is very important because sometimes it becomes necessary to verify the data from 
electronic sensors. 

3.3.25  Attach nipple (22) to socket of flanged housing and fix junction box assembly (23) with cable from 

sensor routed to junction box.   

3.3.26  Connect leads to respective connector pins in junction box.  

NOTE: 

For transmitting signals to observation room, 4 core, 6 core, 12 core or 20 core cables are 
available from Encardio-rite.  

Summary of Contents for EDS-71P

Page 1: ...ucknow UP 226011 India P 91 522 2661039 42 Email geotech encardio com www encardio com International UAE Qatar Bahrain Bhutan Europe USA India Lucknow Delhi Kolkata Mumbai Chennai Bangalore Hyderabad...

Page 2: ...REHOLE EXTENSOMETER BHE 4 2 1 General Description 4 2 1 1 Reference head assembly 4 2 1 2 Displacement sensor 4 2 1 3 Connecting rod assembly 6 2 1 4 Anchor 7 2 2 Accessories 8 2 2 1 Junction box 8 2...

Page 3: ...ential roof or wall falls before they actually occur Roof or wall falls in underground cavities are almost invariably preceded by measurable sags as the strata opens up and the movement usually occurs...

Page 4: ...his manual WARNING Warning messages calls attention to a procedure or practice that if not properly followed could possibly cause personal injury CAUTION Caution messages calls attention to a procedur...

Page 5: ...he end to get a thorough grasp of the subject You will find a lot of unexpected information in the sections you feel you may skip For description of vibrating wire borehole extensometers manufactured...

Page 6: ...BHE reference head assembly Reference head assembly is supplied packed from factory as per items listed in figure 2 1 The sensor is separately supplied but it is very convenient to assemble it at sit...

Page 7: ...r Junction box assembly Reference button Reference plate Sensor lock nut Sensor tightening nut Link plate Center pillar 17 19 18 21 23 20 Cover 16 15 14 13 22 Nipple with chuck nut Grub screw M4x5 8 b...

Page 8: ...d to downward holes This is because in vertically upward holes the connecting rod is in tension whereas in downward holes it is in compression resulting in sagging or buckling Longer the extensometer...

Page 9: ...in flanged housing its face extends around 20 mm beyond rubber bush 10 Proper sealing in reference head assembly is especially necessary for upwards to horizontally slanting holes for preventing any...

Page 10: ...nsor to the observation room Alternatively a junction box is available for termination of cable from sensor and transmitting the signal through a multi core cable to the observation room 2 2 2 Cable F...

Page 11: ...oth strips soaked in cement during installation 3 1 3 Insert reference head assembly centralised in the 63 mm borehole Taking holes on flange as reference drill four holes 12 mm diameter x 125 mm deep...

Page 12: ...21 4 6821 4 6823 40 05 39 99 50 00 7947 7 7947 7 7946 0 7947 50 00 50 01 Error fs 0 23 0 03 Digit f X 10E 3 Linear gage factor G 8 848E 03 mm digit Thermal factor K 0 003 mm C Polynomial constants A 1...

Page 13: ...9150 1 9150 48 00 0 00 Max error FS 0 16 Linear gage factor G 25 83 mm Volts Displacement D is calculated with the following equation Linear D mm G R1 R0 R1 current reading R0 is initial reading in V...

Page 14: ...le lowest end of grout tube is tied with a cable tie to the connecting rod NOTE In upward to horizontally sloping borehole grout tube should be about 2 m longer than specified depth of anchor and tape...

Page 15: ...ss rod is supplied in coil form using cable ties It is very stiff material and must be carefully handled when unwinding as the end may snap back and cause personal injury 3 3 8 Guide end of fibreglass...

Page 16: ...nsion can be monitored In other words if only compression is expected set zero reading of sensor by extending shaft by around 10 mm If only extension is expected set zero reading of sensor by extendin...

Page 17: ...out pipe to grouting machine or pump grout till the entire cavity is filled and grout flows out of air vent pipe Be very careful that grout flowing out of air vent tube does not get into the flanged h...

Page 18: ...sensor to connecting rod clearly noting position of extensometer 1 CAUTION Never rotate shaft of displacement sensor in respect to the outside body This will permanently damage the sensor During inst...

Page 19: ...nstallation of the multi position borehole extensometer 3 4 1 Soldering iron 25 watt 3 4 2 Rosin 63 37 solder wire 3 4 3 Thread sealant Loctite 290 or equivalent 3 4 4 Cable jointing compound 3 4 5 Ac...

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