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Self-boring type centre-holed grouting rock bolt
(Publishing time:2009-7-29 9:37:33  Clicks:122)

  Brand:Baokang
  Sorts:All product > Rock bolt
  Model:ZD
 
Description:  

1. Introduction

Self-boring type centre-holed grouting rock bolt is a new supportive tool that is installed on tunnel crowned archsidewall upward arch side slope and the side wall of deep foundational hole . Because the rock bolts co-function with the shot-Crete, the bearing annulussoil nailed wall mini pegsrock anchor thus come into being. So does the bearing power. It can be used in complex stratum for drilling bore, such as fracture zone, weathered rock formation, backfill layer, sit etc. The effect is good for the construction of side slopedeep foundational pre-support system for tunnel and upland stressdistorting control of laneway projects etc. It is the first preferred anchoring material for rushing to repairs and fast speed projects by convenient construction.

2. Component of products

Self-boring type centre-holed grouting rock bolt is composed of alloyed rod bodyalloy aiguille splintscrew capvent-pipegrouting-stop stopper and rubber hammer. See Fig.

The alloyed rod body is the full screw thread rod body which is made of raw and proceeds material.

Self-boring type anchor head is made of alloy steelthe type is cross and ball-tooth etc.

Splint and screw cap They are prestressedexterior and locked fastening pieces . Guide Pin connected with air-bleed hole.

vent-pipeIt is fixated on trailing bar by the air-bleed hole of the splintand one end inserted into boreanother end putted outside of bore .It can be corporately used according to the method of installing and centre-holed grouting rock bolt.

Grouting-stop stopper They are the assistant materialsand the effect or grouting can be improved when using them .

3. The specification and technical parameters

SpecificationSelf-boring type

Mechanics Index

Utmost tension resistance

Nominal external

diameter

Diameter for drilling

Screwing spiral direction

Standard length

Type-

depth max

kn

mm

mm

left

m

m

SD25A

210

25

42

2.5/3/3.5/4/

4.5/5/5.5/6/8

15以上

SD25B

180

25

42

SD27A

250

27

42

SD27B

230

27

42

SD29A

300

29

46

SD29B

240

29

46

SD32A

310

32

50

SD32B

250

32

50

SD32C

390

32

50

SD38A

450

38

75

SD51A

650

51

,

110

*The date of the table can be changed for meeting the clients’ requirements

 

4. Technical code for construction

  (1) Installing bolt is done by different stratums and different functionsit should adopt Self-boring type centre-holed grouting rock bolt for crash stratum of the easy collapsing bore. The body is the drill pipewhich is fitted on the alloy aiguilles. The bolt is anchored in the stratum. The grouting is done piecewise.

 (2) when using the grout the ratio is between 0.40 and 0.55.If using grouting mortarthe ratio is between 0.35 and 0.45. The denseness is proper, so that the grout is towards up poured into the vertical boreprevent the grout from drooping flow.

 3The depth and diameter of drilling should meet the requirement of designwhen drilling the hole. Clean away the dirt and loose fragments by waterpower and air pressure of drill. The grout should be poured into from the bottom of the rock bolt. alumina cement mortar is rapidly used for obturating orificethen pull the splint and locked the screw cap after 5 to 10 minutes.

The pressure should be controlled within 15-45BAR when secondary grouting is needed. The grouting-stop stopper should be putted on the end of bolt in order to prevent the grout from exosmosis. In principle the installing of bolt should be at 24 hours laterand fasten the splint and screw cape . The splint should be on the shot-Creteor on the abnormal shape of rock  the bolt won’t bring blend stress by transferring the bear strength to the bolt equably.

  

5.The advantages of products

 1. It can be finished one time for drilling, grouting and anchoring.

 2. The rock bolt bears international standard wave whorl. The strength of anchoring is strong; the pull is between 100kn and 1800kn.

3. Using grout to reinforce the bore wall for subaqueous slump, the thimble is not needed.

4. Self-boring type centre-holed grouting rock bolt has the character of lengthening the border of drilling and suits for the construction of right section .

5. It can be compounded with all kinds of drillssuch as 7655 hand hammer drill YT27 YT28 Ingersoll-Rand boring rigstockless anchordrills of Luoyang factory etc.

 
 

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