Multi-stage control negative Poisson self-expanding anchor apparatus

Abstract

The present disclosure is related to a multi-stage control negative Poisson self-expanding anchor apparatus. The apparatus is constructed to solve the problem of poor effect or even failure of anchor bolts owing to insufficient force area of the bolt and easy damage of the locking section under the action of large tension in the existing technology. The anchorage section mainly comprises a plurality of circular platform bodies spaced with larger outward and smaller inward along the axial direction. The axial inner segment of the round platform body is coaxial connected with the force resistant body, and the axial outer segment of the round platform body is opened with an axial inward through the hole of the force resistant body. The axial inner part of the force resistant body is fixed on the anchorage segment.

Claims

1. A multi-stage control negative Poisson self-expanding anchor apparatus comprising: an anchorage section, wherein an axial interval with a plurality of axial outward larger and inward smaller sized round platform bodies (2); and an axial inner segment of the round platform body (2) is coaxial connected with the force resistant body (3), wherein the innermost force resistant body (3) is fixed on the anchorage segment, and a hole (4) is arranged in the force resistant body (3); and a sleeve (5), the sleeve covers around the force resistant body (3), and the sleeve comprises a plurality of slots (6) extending toward the inner axial side; and an elastic force body (7) is connected between the innermost sleeve (5) and the anchorage segment (1), and an elastic force body (8) is connected between the other sleeve (5) and the inner round platform body (2).

2. (canceled)

3. The multi-stage control negative Poisson self-expanding anchor apparatus according to claim 1, wherein the anchorage section (1) is anchored at the axial innermost part of the anchoring hole (9), the side wall of the sleeve (5) with the slot (6) is fixed on the wall of the anchor hole (9), and the inner wall of the anchor hole (9) at the slot (6) is attached to the sleeve (5).

4. The multi-stage control negative Poisson self-expanding anchor apparatus according to claim 1, wherein both the first elastic body (7) and the second elastic body (8) are springs.

5. The multi-stage control negative Poisson self-expanding anchor apparatus according to claim 1, wherein the round platform body (2) and the force resistant body (3) are an integrated structure.

6. The multi-stage control negative Poisson self-expanding anchor apparatus according to claim 1, wherein the force resistant body (3) comprises an insertion part (301) with a through-hole (4) and a transition portion (302) connected to the outer end of the insertion part (301). The diameter of the outer end of the transition portion (302) is equal to the diameter of the outer end of the innermost resistant body (3). The outer end of the transition portion (302) is connected to the round platform body (2).

7. The multi-stage control negative Poisson self-expanding anchor apparatus according to claim 6, wherein the transition portion (302) has the shape of a circular cone with an outer large and inner small size along the axis.

8. The multi-stage control negative Poisson self-expanding anchor apparatus according to claim 7, wherein an anticorrosive coating is applied on a surface of the anchor apparatus.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0018] FIG. 1 is an overall structural view of a multi-stage control negative Poisson self-expanding anchor apparatus of the present disclosure.

[0019] FIG. 2 is an A-A sectional view of FIG. 1.

[0020] FIG. 3 is an enlarged view of part B of FIG. 2.

[0021] FIG. 4 is a stereoscopic view of the present disclosure.

[0022] FIG. 5 is a two-dimensional view diagram of the present disclosure.

[0023] FIG. 6 is a three-dimensional drawing of the sleeve of the present disclosure.

[0024] FIG. 7 is a stereogram of the first stage force resistant body of the present disclosure.

[0025] FIG. 8 is a stereogram of the second stage force resistant body of the present disclosure.

[0026] FIG. 9 is a structural diagram of the present disclosure installed in an anchor hole.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

[0027] The present disclosure is further illustrated below with embodiments. It is to be understood that the embodiments are merely illustrative of the present disclosure. In addition, it is to be understood that various modifications and changes may be made to the present disclosure, which are also within the claimed scope of the present disclosure.

Embodiment 1

[0028] Referring to FIG. 9, the embodiment 1 provides a multi-stage control negative Poisson self-expanding anchor apparatus for slope protection, and comprises: an anchorage segment 1, wherein the anchorage segment 1 is arranged in an axial interval with a plurality of axial outward larger and inward smaller sized round platform bodies 2; an axial inner segment of the round platform body 2 is coaxial connected with the force resistant body 3, a hole (4) is arranged in the force resistant body (3); the axial most inner part of the force resistant body 3 is fixed on the anchorage segment 1, the axially outer force resistant body 3 is connected with the axially inner adjacent round platform body 2; the inner segment of the round platform body 2 and the force resistant body 3 are covered with a sleeve 5, wherein the axial outer end of the sleeve 5 has a plurality of slots 6 extending toward the axial inner side; an elastic force bodies 7 is connected between the most inner sleeve 5 and the anchorage segment 1, and an elastic force body 8 is connected between the other sleeve 5 and the round platform body 2.

[0029] When an anchor hole 9 is finished, a screw 10 is fixed at anchorage segment 1; a sleeve 5 is set on a force resistant body 3 from the axial inward end to the axial outward end; another sleeve 5 covers another force resistant body 3; then, the second stage force resistant body connects the first stage force resistant body through a hole 4; multiple springs are arranged between the first stage sleeve 5 and the anchorage segment 1, and between the first stage round platform body 2 and the second stage sleeve 5; then, the anchorage segment 1 is anchored at the bottom of the anchor hole.

[0030] To attach sleeve 5 with slot 6 on the wall of anchor hole 9, bonding material is grouted at point 14 and 15, as shown in FIG. 9. When the rock mass near the sleeve 5 moves outside, the displacement from the rock mass can drive the corresponding sleeve 5 to move outward along the axis making sleeve 5 at slot 6 open outwards in radial direction due to the round platform body 2; as displacement increasing, the pressure on the wall of anchor hole 9 is constantly increasing in the process of slot opening, so that round platform body 2 squeezing the wall of anchor hole 9 according to sleeve 5 more tightly offers more resistance to prevent rock mass moving outward; the force on round platform body 2 passes on anchorage segment according to the force resistant body 3; the multistage force control features are well implemented.

[0031] Many resistance positions of the present disclosure are located inside the anchor hole 9, protected from corrosion by the sun and other external environments. The multi-stage anchorage of the present disclosure can be better realized. Moreover, the movement of specific parts of the slope can be determined by monitoring the changes in the displacement and stress of the anchorage to better protect the stability of the slope.

[0032] When inner rock mass undergoes deformation, the outside rock mass from which may follow to deform, and all the force resistant bodies begin to work to prevent the rock mass deforming. When the outermost rock mass underwent displacement, only the force resistant body at the corresponding position began to work. This anchor structure can make these force resistant bodies play a role in reinforcing slope stability. Simultaneously, the anchor structure can increase the life of the force resistant body.

Embodiment 2

[0033] According to Embodiment 1, a screw 10, whose inner end is fixed on the anchorage segment, is arranged at the center passing through the hole 4 in round platform body 2, whose outer end is screwed with a screw nut 12 located on a tray 11 fixed on the outside wall of the slope. The screw 10 provides additional protection for the slope reinforcement measure.

[0034] When the displacement of the slope reaches a large value, the protection of slope can be implemented using a screw 10, which increases another level of protection of the slope.

[0035] The round platform body 2 and force resistant body 3 can be integrated into one structure. The sleeve 5 is a carbon steel expansion tube. Multiple friction bumps can be placed radially outside sleeve 5 at slot 6 to increase the friction with the sidewall of hole 9.

[0036] The force resistant body 3, except the innermost, comprises an insertion part 301 with a through hole 4 and a transition portion 302. The insertion part 301 and transition portion 302 share the same diameter at their junction. The outward end of the transition portion 302 is connected to round platform body 2.

[0037] The sleeve 5 is bonded on the wall of anchor hole 9, and when the rock mass moves out, the relative displacement between the sleeve 5 bonded with the rock mass and round platform body 2 can make the sleeve open and expand, which produces more friction between the wall of the anchor hole and round platform body 2 to protect the slope.

[0038] The anchor apparatus must reinforce the rock mass for a long time. The underground environment is sometimes corrosive, which can reduce the strength, plasticity, toughness, and other mechanical properties of the metal anchor apparatus. Thus, the anchor apparatus is damaged and fails earlier. Therefore, a anticorrosive coating is applied on the surface of the anchor body to separate the surface of the metal component from the soil medium to hinder the corrosion of the microcell on the metal surface layer.