Anchor cable structure for slope support

Abstract

The utility model relates to the technical field of anchor cables, and discloses an anchor cable structure for slope support, which comprises a main body mechanism and an auxiliary mechanism, the auxiliary mechanism is located in the main body mechanism, the main body mechanism comprises a concrete pile, pedestal concrete, fine aggregate concrete, a clamping piece, a steel base plate and a first steel pipe, the pedestal concrete is fixedly installed at the right end of the concrete pile, the fine aggregate concrete is fixedly installed at the right end of the pedestal concrete, the clamping piece is fixedly installed in the fine aggregate concrete, and the steel base plate is fixedly installed at the left end of the clamping piece. According to the anchor cable structure for slope supporting, by arranging the clamping pieces, the anchor cables on the inner sides of the clamping pieces can be fixed, and by arranging the first steel pipes, the first rib implanting piles, the second rib implanting piles and the reinforcing meshes in the anchor cables, the slope can be fixed when the anchor cables are embedded into the slope, and the fixing effect of the device on the slope is improved; and when the mountain vibrates, the interior of the slope is more stable.

Description

Technical Field

[0001] The utility model relates to the technical field of anchor cables, in particular to an anchor cable structure used for slope support. Background Art

[0002] The common slope anchor cable support structure includes an anchor cable and a concrete protective layer. After the installation of the anchor cable support structure, if the anchor cable becomes loose, it is difficult to maintain it. Therefore, the stability of the anchor cable needs to be improved.

[0003] Prior art CN210439306U Prestressed anchor cable frame support structure for slopes. The utility model discloses a prestressed anchor cable frame support structure for slopes, including anchor cables, concrete sheathing, steel anchor piers, anchor heads and lattice beams. The anchor cables firmly connect the unstable mountain part with the stable mountain to form a whole. The concrete sheathing is poured on the surface of the slope to loosen and stabilize the soil on the surface of the slope. The steel anchor piers are matched with the anchor cables and abut against the concrete sheathing. The steel anchor piers are used to provide anchoring force. The anchor heads are matched with the anchor cables. The lattice beam is cast on the concrete sheathing and distributes the remaining sliding force or soil pressure and rock pressure of the slope to the anchor cables at the lattice nodes, so that the slope is in a stable state under the action of the anchoring force provided by the anchor cables. The effects of the various components of the slope prestressed anchor cable frame support structure of the utility model are superimposed on each other, so that the reinforcement effect is obvious, and the structural design of each component is reasonable, so that the operability is strong, and the overall structure is simple and easy to implement.

[0004] The existing slope prestressed anchor cable frame support structure has poor protection effect in actual use. A slight earthquake can easily cause the mountain to vibrate, and simultaneously cause the anchor cables to shake in the mountain. After a long period of shaking, the anchor cables are prone to loosening, ultimately reducing the protection effect of the slope. Utility Model Content

[0005] 1. Technical issues to be resolved

[0006] The purpose of the utility model is to provide an anchor cable structure for slope support to solve the problem of protection effect raised in the above background technology.

[0007] (II) Technical solution

[0008] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: an anchor cable structure for slope support, comprising a main mechanism and an auxiliary mechanism, wherein the auxiliary mechanism is located inside the main mechanism, and the main mechanism comprises a concrete pile, a pedestal concrete, fine stone concrete, a clip, a steel pad and a first steel pipe, wherein the pedestal concrete is fixedly installed at the right end of the concrete pile, the fine stone concrete is fixedly installed at the right end of the pedestal concrete, the clip is fixedly installed inside the fine stone concrete, the steel pad is fixedly installed at the left end of the clip, and the first steel pipe is fixedly installed at the left end of the steel pad.

[0009] Preferably, the main structure also includes a roughened pile body surface, a first reinforcement implanted pile, a second reinforcement implanted pile, a second steel pipe, a steel mesh, an anchor, a steel pipe sleeve, a primary grouting pipe and a secondary grouting pipe, and the roughened pile body surface is fixedly installed at the left end of the pedestal concrete.

[0010] Preferably, the first reinforcement implanted pile is fixedly installed inside the pedestal concrete, the second reinforcement implanted pile is fixedly installed inside the pedestal concrete, and the second steel pipe is fixedly installed inside the concrete pile.

[0011] Preferably, the steel mesh is fixedly installed inside the pedestal concrete, the anchor is fixedly installed inside the clip, the steel pipe sleeve is fixedly installed inside the pedestal concrete, the primary grouting pipe is fixedly installed inside the concrete pile, and the secondary grouting pipe is fixedly installed inside the concrete pile.

[0012] Preferably, the auxiliary mechanism includes a slurry stopper, a steel strand, a lead wire binding, an isolation frame, an injection pipe, an exhaust pipe and a guide cap, and the slurry stopper is fixedly installed on the left side of the steel pipe sleeve.

[0013] Preferably, the steel strand is fixedly installed on the left side of the slurry stopper, the lead wire binding is fixedly installed on the left side of the steel strand, and the isolation frame is fixedly installed on the left side of the lead wire binding.

[0014] Preferably, the injection pipe is fixedly installed inside the second steel pipe, the exhaust pipe is fixedly installed inside the second steel pipe, and the guide cap is fixedly installed on the right side of the exhaust pipe.

[0015] Compared with the prior art, the beneficial effects of the utility model are:

[0016] 1. The anchor cable structure for slope support can fix the anchor cable inside the clip by setting the clip, and can fix the slope when the anchor cable is embedded in the slope by setting the first steel pipe, the first reinforcement implantation pile, the second reinforcement implantation pile and the steel mesh inside the anchor cable, thereby improving the fixing effect of the device on the slope, and making the inside of the slope more stable when the mountain vibrates;

[0017] 2. The anchor cable structure for slope support has a primary grouting pipe and a secondary grouting pipe installed inside the anchor cable, so that people can grout into the inside of the anchor cable through the primary grouting pipe and the secondary grouting pipe, and the slope can be supported and fixed. The steel strands, lead wire binding, isolation frames, injection pipes and exhaust pipes arranged inside the anchor cable can make the inside of the anchor cable more stable. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is a schematic diagram of the cross-sectional structure of the utility model Figure 1 ;

[0019] Figure 2 This is a schematic diagram of the cross-sectional structure of the utility model Figure 2 ;

[0020] Figure 3 This is a schematic diagram of the cross-sectional structure of the utility model Figure 3 ;

[0021] Figure 4 This is a schematic diagram of the cross-sectional structure of the utility model Figure 4 .

[0022] In the figure: 1. Main structure; 101. Concrete pile; 102. Base concrete; 103. Fine stone concrete; 104. Clip; 105. Steel pad; 106. First steel pipe; 107. Roughening of pile surface; 108. First reinforcement implanted in pile; 109. Second reinforcement implanted in pile; 110. Second steel pipe; 111. Steel mesh; 112. Anchor; 113. Steel pipe sleeve; 114. Primary grouting pipe; 115. Secondary grouting pipe; 2. Auxiliary structure; 201. Grouting stopper; 202. Steel strand; 203. Lead wire binding; 204. Isolation frame; 205. Injection pipe; 206. Exhaust pipe; 207. Guide cap. DETAILED DESCRIPTION

[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0024] See also Figure 1 - Figure 4The utility model provides a technical solution: an anchor cable structure for slope support, including a main mechanism 1 and an auxiliary mechanism 2, the auxiliary mechanism 2 is located inside the main mechanism 1, the main mechanism 1 includes a concrete pile 101, a pedestal concrete 102, fine stone concrete 103, a clip 104, a steel pad 105 and a first steel pipe 106, the pedestal concrete 102 is fixedly installed on the right end of the concrete pile 101, the fine stone concrete 103 is fixedly installed on the right end of the pedestal concrete 102, the clip 104 is fixedly installed inside the fine stone concrete 103, the steel pad 105 is fixedly installed on the left end of the clip 104, and the first steel pipe 106 is fixedly installed on the left end of the steel pad 105.

[0025] The main structure 1 also includes a pile body surface roughening 107, a first reinforcement implanting pile 108, a second reinforcement implanting pile 109, a second steel pipe 110, a steel mesh 111, an anchor 112, a steel pipe sleeve 113, a primary grouting pipe 114 and a secondary grouting pipe 115. The pile body surface roughening 107 is fixedly installed at the left end of the pedestal concrete 102, the first reinforcement implanting pile 108 is fixedly installed inside the pedestal concrete 102, the second reinforcement implanting pile 109 is fixedly installed inside the pedestal concrete 102, the second steel pipe 110 is fixedly installed inside the concrete pile 101, the steel mesh 111 is fixedly installed inside the pedestal concrete 102, the anchor 112 is fixedly installed inside the clip 104, the steel pipe sleeve 113 is fixedly installed inside the pedestal concrete 102, the primary grouting pipe 114 is fixedly installed inside the concrete pile 101, a secondary grouting pipe 115 is fixedly installed inside the concrete pile 101. When the anchor cable structure for slope support is needed, the clip 104 is installed at the right end of the steel pad 105. The anchor cable inside the clip 104 can be fixed. By arranging the first steel pipe 106, the first reinforcement pile 108, the second reinforcement pile 109 and the steel mesh 111 inside the anchor cable, the slope can be fixed when the anchor cable is embedded inside the slope, thereby improving the fixing effect of the device on the slope, and making the inside of the slope more stable when the mountain vibrates. The primary grouting pipe 114 and the secondary grouting pipe 115 are installed inside the anchor cable, so that people can grout into the inside of the anchor cable through the primary grouting pipe 114 and the secondary grouting pipe 115, so as to support and fix the slope.

[0026] The auxiliary mechanism 2 includes a slurry stop plug 201, a steel strand 202, a lead wire binding 203, an isolation frame 204, an injection pipe 205, an exhaust pipe 206 and a guide cap 207. The slurry stop plug 201 is fixedly installed on the left side of the steel pipe sleeve 113, the steel strand 202 is fixedly installed on the left side of the slurry stop plug 201, the lead wire binding 203 is fixedly installed on the left side of the steel strand 202, the isolation frame 204 is fixedly installed on the left side of the lead wire binding 203, the injection pipe 205 is fixedly installed inside the second steel pipe 110, the exhaust pipe 206 is fixedly installed inside the second steel pipe 110, and the guide cap 207 is fixedly installed on the right side of the exhaust pipe 206. The steel strand 202, the lead wire binding 203, the isolation frame 204, the injection pipe 205 and the exhaust pipe 206 arranged inside the anchor cable can make the interior of the anchor cable more stable.

[0027] Working principle: When it is necessary to use the anchor cable structure for slope support, the clip 104 is installed at the right end of the steel pad 105. The anchor cable inside the clip 104 can be fixed by the clip 104. By arranging the first steel pipe 106, the first reinforcement pile 108, the second reinforcement pile 109 and the steel mesh 111 inside the anchor cable, the slope can be fixed when the anchor cable is embedded inside the slope, thereby improving the fixing effect of the device on the slope, and making the inside of the slope more stable when the mountain vibrates. The primary grouting pipe 114 and the secondary grouting pipe 115 are installed inside the anchor cable, so that people can grout the inside of the anchor cable through the primary grouting pipe 114 and the secondary grouting pipe 115, so as to support and fix the slope. The steel strand 202, wire binding 203, isolation frame 204, injection pipe 205 and exhaust pipe 206 arranged inside the anchor cable can make the inside of the anchor cable more stable.

[0028] Finally, it should be noted that the above content is only used to illustrate the technical solution of the utility model, rather than to limit the protection scope of the utility model. Simple modifications or equivalent substitutions of the technical solution of the utility model by ordinary technicians in this field do not deviate from the essence and scope of the technical solution of the utility model.

Claims

1. An anchor cable structure for slope support, comprising a main mechanism (1) and an auxiliary mechanism (2), characterized in that: The auxiliary mechanism (2) is located inside the main mechanism (1). The main mechanism (1) comprises a concrete pile (101), a pedestal concrete (102), fine stone concrete (103), a clip (104), a steel pad (105) and a first steel pipe (106). The pedestal concrete (102) is fixedly mounted on the right end of the concrete pile (101), the fine stone concrete (103) is fixedly mounted on the right end of the pedestal concrete (102), the clip (104) is fixedly mounted inside the fine stone concrete (103), the steel pad (105) is fixedly mounted on the left end of the clip (104), and the first steel pipe (106) is fixedly mounted on the left end of the steel pad (105).

2. The anchor cable structure for slope support according to claim 1, characterized in that: The main body structure (1) also includes a pile body surface roughening (107), a first reinforcement implanting pile (108), a second reinforcement implanting pile (109), a second steel pipe (110), a steel mesh (111), an anchor (112), a steel pipe sleeve (113), a primary grouting pipe (114) and a secondary grouting pipe (115); the pile body surface roughening (107) is fixedly installed at the left end of the pedestal concrete (102).

3. The anchor cable structure for slope support according to claim 2, characterized in that: The first reinforcement embedded pile (108) is fixedly installed inside the pedestal concrete (102), the second reinforcement embedded pile (109) is fixedly installed inside the pedestal concrete (102), and the second steel pipe (110) is fixedly installed inside the concrete pile (101).

4. The anchor cable structure for slope support according to claim 3, characterized in that: The steel mesh (111) is fixedly installed inside the pedestal concrete (102), the anchor (112) is fixedly installed inside the clip (104), the steel pipe sleeve (113) is fixedly installed inside the pedestal concrete (102), the primary grouting pipe (114) is fixedly installed inside the concrete pile (101), and the secondary grouting pipe (115) is fixedly installed inside the concrete pile (101).

5. The anchor cable structure for slope support according to claim 4, characterized in that: The auxiliary mechanism (2) comprises a slurry stopper (201), a steel strand (202), a lead wire binding (203), an isolation frame (204), an injection pipe (205), an exhaust pipe (206) and a guide cap (207); the slurry stopper (201) is fixedly mounted on the left side of the steel pipe sleeve (113).

6. The anchor cable structure for slope support according to claim 5, characterized in that: The steel strand (202) is fixedly mounted on the left side of the slurry stopper (201), the lead wire binding (203) is fixedly mounted on the left side of the steel strand (202), and the isolation frame (204) is fixedly mounted on the left side of the lead wire binding (203).

7. The anchor cable structure for slope support according to claim 6, characterized in that: The injection pipe (205) is fixedly installed inside the second steel pipe (110), the exhaust pipe (206) is fixedly installed inside the second steel pipe (110), and the guide cap (207) is fixedly installed on the right side of the exhaust pipe (206).

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