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Lockless anchor

Lockless anchor
IPC classes for russian patent Lockless anchor (RU 2504659):
E21D21/00 - Anchoring-bolts for roof, floor, or shaft-lining protection (dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose F16B0013000000)
Another patents in same IPC classes:
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FIELD: mining.

SUBSTANCE: lockless anchor includes a rod with a shank, an additional rod and a support plate, a washer and a tension nut, which are installed on the shank. Rods are flexible and installed at an angle to mining surface. Besides, rods are directed crosswise to each other. Rods are braced by their tightening through the washer with the tension nut till the support plate is tightly pressed to the rock.

EFFECT: obtaining a structure of an anchor that is convenient for its installation and removal, which is necessary for its multiple use.

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The invention relates to the fastening of mines, namely the anchor supports.

Closest to the claimed invention to the technical essence is lockless anchor (see SU 1601384, E21D 21/00, 1990), including the rod shank and mounted on the shank of the anchor plate, washer and clamping nut, characterized in that to reduce installation time and removing the anchor, the shank of the rod bent at an acute angle in the direction of its longitudinal axis and on the surface of the rod has a reference plots with notches, one of which is located close to the limb with his hand, and the other diametrically with respect to the first area of the deep end of the rod, with washer made oblique, and the base plate with thrust cylindrical protrusion, placed obliquely on the inner surface of the plate, and the angle of the limb shank equal to

where fTrthe coefficient of friction of the rod on the breed;

l is the length of the rods to the place of the limb shank, m;

d - the distance from the limb to the center of the adjacent section with notches, M.

The disadvantage of this design anchor lining is that, despite a relatively high carrying capacity, the need to expand the mouth of each hole for limb shank rod significantly increase the characteristic complexity of the work and does not contribute to reduce the time of installation of the anchor.

Task to be solved by the claimed invention is directed, is expressed in the creation of anchor simplified design that provides reliable fastening mining without the use of additional fastening devices.

The technical effect obtained by the solution of the problem, expressed in the design of the anchor, easy to install and retrieve necessary for its repeated use.

To solve the problem lockless anchor comprising a rod shank and mounted on the shank of the anchor plate, washer and clamping nut, characterized in that in order to simplify the design of the lining and increase the area of the array that is supported by the anchor includes an additional rod, this rod is flexible and is installed at an angle to the surface of the working, cross each other, and the thrust rod is provided by screwing through the washer tension nut until it is firmly pressing the support plate to the breed. In addition, to enhance the adhesion of the rod in the hole the surface of the rods are made of ribbed.

Comparative analysis of the characteristics of the claimed solution with features analog demonstrates compliance of the claimed solution to the criterion "novelty".

The set of features of the invention provides a solution to the stated technical problem, namely, the establishment is a reliable and convenient mine timbering using anchors are not complex structures.

The claimed device is illustrated in the drawings, in which figure 1 schematically shows the anchor is installed in the borehole, figure 2 - base plate with welded on the rod with external thread, the tension nut and washer special form.

Lockless anchor consists of two flexible rods 1. On the outer part of the rod mounted base plate with welded on the rod with external thread 2 and the openings for the rods, washer special forms 3 and the tensioning nut 4. Before installing anchor drill two hole at an angle to the surface of the breed, however, they aimed the crosshairs at each other. After entry of the anchor into the holes on the rod set the support plate 2 and the washer 3. Next, produce a thrust anchor by tightening the tension nut 4 to tightly pressed base plate to the breed. To retrieve the anchor loosen the tension nut 4, which gives the opportunity to straighten the flexible rod and quickly to remove them from the hole.

The claimed solution has the following distinctive features:

the fastening is made in the form of two flexible rods that are installed at an angle to the surface of the rock, and aimed the crosshairs at each other;

a thrust rod is provided with tensioning nut over the washer special form to tightly pressed base plate to the breed;

- to enhance the adhesion of the rod with a rock in the hole they made with the Rebbe the East surface;

- when attaching the rock mass anchors of the proposed design is not affected by the nature of their relationship, as the anchor of the claimed design creates a uniform distribution of stresses and contributes to the damping of the shear deformation.

A specific example. Rocks - Sandstone density γ=25,5 kN/m3and the strength coefficient on Protodyakonov f=6. The radius of the cross-section of the rod R=0,021 m the Depth of penetration of the anchor into the rock h=0,02 m bar Length L=1.0 m, the Angle α anchor. The coefficient of friction of the rod on the breed fTr=0,4. The angle α productionabout=0°. Parameter approximations for specific types of rocks, determined experimentally, A=1,8·9,81 N/m2.

Defined S - the area of contact of the anchor with the breed:

Find the magnitude of the normal force N:

Bearing capacity of the anchor is determined by the formula

P=N(fTr·cosα+sinα), kH

At α=30°:

P=214(0,4·cos30°+sin30°)=181,13 kH

Determine the area of the roof (F)supported by a single anchor, according to the formula:

At α=30°:

Assume that the distance between the rows of anchors specified, Ly is 1.5 meters Then the distance between the anchors is located is as follows:

The angle of the hole is found from the relation:

1. Lockless anchor comprising a rod shank and mounted on the shank of the anchor plate, washer and clamping nut, characterized in that it includes an additional rod, this rod is flexible and is installed at an angle to the surface of the production, directed cross each other, and the thrust rod is provided by screwing through the washer tension nut until it is firmly pressing the support plate to the breed.

2. Lockless anchor according to claim 1, characterized in that the surface of the flexible rod is ribbed.

 

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