A cable buckle integrated rock anchor suitable for steep slope terrain
Patent Information
- Application Number
- CN202522573976.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-12-04
- Publication Date
- 2026-10-27
- Estimated Expiration
- 2035-12-04
AI Technical Summary
[0002]传统的缆索吊系统,一般采用索塔、扣塔与岩锚相结合的形式,需设置索塔、扣塔,增加材料损耗
[0008]本实用新型具有如下优点:(1)采用阶梯式截面形式,适用于山区陡峭边坡地形;(2)相较于传统缆索吊,设置索扣一体式岩锚,取消独立的索塔扣塔,减少材料损耗,节约成本;(3)扣索预埋孔4处预设凹槽作为张拉操作平台,大幅降低施工难度的同时,施工的安全性得到了保障;(4)多层多列、扩散排布的多束预应力锚索组成的锚固系统整体承担缆索吊所有索股及扣索索力,减少施工安全风险的同时,提高施工过程中结构的稳定性和安全性。
Smart Images

Figure CN224902151U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of rock anchor construction, specifically to an integrated cable-lock rock anchor suitable for steep slope terrain. Background Technology
[0002] Traditional cable-stayed crane systems typically combine pylons, anchor towers, and rock anchors. This requires the installation of pylons and anchor towers, increasing material waste. Furthermore, traditional rock anchors use a one-to-one connection between the main cable and the prestressed anchor cable. If one anchor cable fails, the corresponding main cable loses its anchoring force, creating a significant safety hazard. Utility Model Content
[0003] Therefore, in order to solve the above-mentioned shortcomings, this utility model provides a cable-lock integrated rock anchor suitable for steep slope terrain. It mainly solves the following problems: (1) A special cross-section is adopted, and the stepped rock anchor fits the steep slope. A steel pipe is buried under the rock anchor and grouting is performed to ensure the stability of the rock anchor; (2) The main cable, working cable and arch bridge cleaving cable of the cable hoisting system are all arranged on the rock anchor, eliminating the cable tower and cleaving tower. At the same time, a groove is set at the cleaving cable pre-embedded hole as a cleaving cable tensioning operation platform to reduce material consumption and save costs; (3) The anchoring system composed of multi-layer and multi-row prestressed anchor cables bears the cable hoisting system and cleaving cable force as a whole, reducing the safety risk caused by the failure of a single prestressed anchor cable; (4) The prestressed anchor cables are arranged to spread out to both sides in the horizontal direction to increase the anchoring area and improve the stability and safety of the structure during construction.
[0004] This utility model is implemented as follows: a cable-locked integrated rock anchor suitable for steep slope terrain is constructed, characterized in that: the integrated rock anchor structure includes a stepped reinforced concrete foundation, a main cable anchor beam, a working cable pre-embedded part, a cable pre-embedded hole, and a prestressed anchor cable; this structure is designed specifically for the actual steep slope terrain, with a stepped reinforced concrete foundation, and then the main cable anchor beam, working cable pre-embedded part 3, and cable pre-embedded hole are arranged on the stepped reinforced concrete foundation, and a prestressed anchor cable is set at the upper end of the stepped reinforced concrete foundation.
[0005] According to the present invention, a cable-lock integrated rock anchor suitable for steep slope terrain is characterized in that: a main cable anchor beam is provided at the upper end of a stepped reinforced concrete foundation, and a drainage ditch is provided in the middle of the stepped reinforced concrete foundation.
[0006] According to the present invention, an integrated cable-lock rock anchor suitable for steep slope terrain is characterized in that: a pre-set groove at the pre-embedded hole of the cable serves as a tensioning operation platform, which greatly reduces the construction difficulty while ensuring the safety of construction.
[0007] According to the present invention, a cable-lock integrated rock anchor suitable for steep slope terrain is characterized in that: the stepped reinforced concrete foundation adopts a stepped cross-section, steel pipes are inserted and grouting is performed on the lower construction plane; steel bars are tied and concrete is poured in layers.
[0008] The present invention has the following advantages: (1) It adopts a stepped cross section form, which is suitable for steep slope terrain in mountainous areas; (2) Compared with the traditional cable crane, it sets up an integrated rock anchor with cable buckle, eliminates the independent cable tower buckle, reduces material consumption, and saves costs; (3) The four pre-embedded holes of the buckle are used as tensioning operation platforms, which greatly reduces the difficulty of construction while ensuring the safety of construction; (4) The anchoring system composed of multiple layers, multiple rows, and diffuse arrangement of multiple bundles of prestressed anchor cables bears the cable force of all cable strands and buckle cables of the cable crane as a whole, which reduces the construction safety risk and improves the stability and safety of the structure during construction. Attached Figure Description
[0009] Figure 1 This is a side view of the rock anchor in this application; Figure 2 This is a top view of the rock anchor in this application; Figure 3 This is a front view of the rock anchor in this application. Detailed Implementation
[0010] The following will be combined with the appendix Figures 1-3 This utility model will be described in detail, and the technical solutions in the embodiments of this utility model will be clearly and completely described. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of this utility model.
[0011] This utility model provides an integrated cable-lock rock anchor suitable for steep slope terrain, such as... Figures 1-3 As shown, it can be implemented in the following manner; the integrated rock anchor structure includes a stepped reinforced concrete foundation 1, a main cable anchor beam 2, a working cable pre-embedded part 3, a cable pre-embedded hole 4, and a prestressed anchor cable 5; this structure is designed with a stepped reinforced concrete foundation specifically for the actual steep slope terrain, and then the main cable anchor beam 2, the working cable pre-embedded part 3, and the cable pre-embedded hole 4 are arranged on the stepped reinforced concrete foundation 1, and the prestressed anchor cable 5 is set at the upper end of the stepped reinforced concrete foundation 1.
[0012] In this application, a main cable anchor beam 2 is provided at the upper end of the stepped reinforced concrete foundation 1, and a drainage ditch 7 is provided in the middle of the stepped reinforced concrete foundation 1.
[0013] In this application, four pre-set grooves at the pre-embedded holes of the cable serve as tensioning operation platforms, which greatly reduces the difficulty of construction while ensuring the safety of construction.
[0014] In this application, the stepped reinforced concrete foundation 1 adopts a stepped cross-section, with steel pipes 6 inserted and grouting injected on the lower construction plane; the reinforcing bars are tied and the concrete is poured in layers.
[0015] This patented structure mainly includes a stepped reinforced concrete foundation 1, a main cable anchor beam 2, embedded working cables 3, embedded cable holes 4, and prestressed anchor cables 5. Based on the actual steep slope terrain, this structure features a specifically designed stepped reinforced concrete foundation. The main cable anchor beam 2, embedded working cables 3, and embedded cable holes 4 are then arranged on the stepped reinforced concrete foundation 1. Finally, the prestressed anchor cables 5 are constructed, with the anchor cable length and angle obtained through calculation.
[0016] The operation process of this patent is as follows: First, a construction plane is chiseled out on the steep slope, steel pipes are driven in and grout is injected; then, steel bars are tied, and embedded components such as working cable pre-embedded parts, buckle cable pre-embedded holes and prestressed anchor cable pre-embedded pipes are installed, and concrete is poured in layers; finally, prestressed anchor cables are constructed.
[0017] The above description of the disclosed embodiments enables those skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims
1. A cable-lock integrated rock anchor suitable for steep slope terrain, characterized in that... ; The integrated rock anchor structure includes a stepped reinforced concrete foundation (1), a main cable anchor beam (2), a working cable pre-embedded part (3), a cable pre-embedded hole (4), and a prestressed anchor cable (5). Based on the actual steep slope terrain, the stepped reinforced concrete foundation is designed specifically, and then the main cable anchor beam (2), the working cable pre-embedded part (3), and the cable pre-embedded hole (4) are arranged on the stepped reinforced concrete foundation (1). The prestressed anchor cable (5) is set at the upper end of the stepped reinforced concrete foundation (1).
2. The cable-lock integrated rock anchor suitable for steep slope terrain according to claim 1, characterized in that; A main cable anchor beam (2) is set at the upper end of the stepped reinforced concrete foundation (1), and a drainage ditch (7) is set in the middle of the stepped reinforced concrete foundation (1).
3. The cable-lock integrated rock anchor suitable for steep slope terrain according to claim 1, characterized in that; The groove at the pre-embedded hole (4) of the cable is used as a tensioning operation platform, which greatly reduces the difficulty of construction while ensuring the safety of construction.
4. The cable-lock integrated rock anchor suitable for steep slope terrain according to claim 1, characterized in that... ; The stepped reinforced concrete foundation (1) adopts a stepped cross section form. Steel pipes (6) are driven into the lower construction plane and grouting is performed. Reinforcing bars are tied and concrete is poured in layers.