ZONAL BOLT-GROUTING SUPPORT DEVICE AND METHOD FOR CATACLASTIC ROCK MASS LARGE DEFORMATION OF HIGH-STRESS TUNNEL

Abstract

A zonal bolt-grouting support device and method for cataclastic rock mass large deformation of a high-stress tunnel, the method includes: drill holes in surrounding rock of a tunnel against a tunnel face after rock mass excavation, install high-strength prestressed anchor members, apply a preload to anchor bolts when expansion anchoring agent is fully expanded and has a certain strength, and zonally grout the surrounding rock after stress adjustment. The high-strength prestressed anchor member comprises an anchor bolt, an expansion anchor agent, a decoupling material, a grouting device, a reverse anti-skid device, etc. The grouting device consists of a shallow grouting steel pipe, a deep grouting steel pipe and a grouting stop valve, and the grouting steel pipe is arranged side by side with the anchor bolt in a drill hole. The technical proposal of the invention effectively inhibits the large deformation of a cataclastic rock mass.

Claims

1. A zonal bolt-grouting support device for cataclastic rock mass large deformation of a high-stress tunnel, characterized by comprising a high-strength prestressed anchor bolt (1), an expansion anchoring agent (2), a decoupling material (3), a grouting steel pipe and a reverse anti-skid device (7); the expansion anchoring agent (2) is placed in the head, middle and tail of the anchor bolt (1) respectively; the decoupling material (3) is wound in the middle of the anchor bolt (1); the grouting steel pipe is arranged side by side with the anchor bolt (1) in a drill hole; The grouting steel pipe comprises a shallow grouting steel pipe (4) and a deep grouting steel pipe (5); a grouting stop valve is installed at the end of the grouting steel pipe, and 3 to 5 grouting holes (6) are drilled in the middle and tail of the grouting steel pipe; The reverse anti-skid device (7) is arranged at the tail of the anchor bolt (1).

2. The zonal bolt-grouting support device for the cataclastic rock mass large deformation of the high-stress tunnel according to claim 1, characterized in that the reverse anti-skid device (7) is a reverse anti-slip nut.

3. The zonal bolt-grouting support device for the cataclastic rock mass large deformation of the high-stress tunnel according to claim 1, characterized in that the expansion anchoring agent (2) adopts a hollow structure and is inserted in the anchor bolt (1), the expansion rate of the expansion anchoring agent at the tail is higher than that of the expansion anchoring agent in the head and middle, and the expansion anchoring agent in the middle is located outside a broken rock zone of the surrounding rock.

4. A zonal bolt-grouting support method for cataclastic rock mass large deformation of a high-stress tunnel, characterized by including the following steps: Step 1: Drill holes in the surrounding rock of the tunnel against the tunnel face after rock mass excavation; Step 2: Install the zonal bolt-grouting support device for the cataclastic rock mass large deformation of the high-stress tunnel in claim 1; Step 3: Apply a preload to the anchor bolts (1) when the expansion anchoring agent (2) at the head and tail of the anchor bolts (1) has a certain strength; Step 4: Inject quick setting cement grouting materials into a shallow surrounding rock through the shallow grouting steel pipe (4) after the stress adjustment; Step 5: Inject slow setting cement grouting materials into the deep surrounding rock through the deep grouting steel pipe (5) after the grouting pressure of the shallow surrounding rock reaches the set pressure.

5. A zonal bolt-grouting support method for cataclastic rock mass large deformation of a high-stress tunnel, characterized by including the following steps: Step 1: Drill holes in the surrounding rock of the tunnel against the tunnel face after rock mass excavation; Step 2: Install the zonal bolt-grouting support device for the cataclastic rock mass large deformation of the high-stress tunnel in claim 3; Step 3: Apply a preload to the anchor bolts (1) when the expansion anchoring agent (2) at the head and tail of the anchor bolts (1) has a certain strength; Step 4: Inject quick setting cement grouting materials into a shallow surrounding rock through the shallow grouting steel pipe (4) after the stress adjustment; Step 5: Inject slow setting cement grouting materials into the deep surrounding rock through the deep grouting steel pipe (5) after the grouting pressure of the shallow surrounding rock reaches the set pressure.

6. The zonal bolt-grouting support method for the cataclastic rock mass large deformation of the high-stress tunnel according to claim 4, characterized in that setting time of the quick setting cement grouting materials is not more than 10 minutes, and the slow setting cement grouting materials still have good fluidity after 30 minutes.

Description

DESCRIPTION OF DRAWINGS

[0022] FIG. 1 is the structure diagram of the zonal bolt-grouting support device for the cataclastic rock mass large deformation of the high-stress tunnel.

EMBODIMENTS

[0023] The embodiments of the invention are described in detail below, but are not used to limit the scope of the invention.

[0024] A zonal bolt-grouting support device for cataclastic rock mass large deformation of a high-stress tunnel comprises a high-strength prestressed anchor bolt 1, an expansion anchoring agent 2, a decoupling material 3, a grouting steel pipe and a reverse anti-skid device 7; the expansion anchoring agent 2 is placed in the head, middle and tail of the anchor bolt 1 respectively; the expansion anchoring agent 2 adopts a hollow structure and is inserted in the anchor bolt 1, the expansion rate of the expansion anchoring agent at the tail is higher than that of the expansion anchoring agent in the head and middle, and the expansion anchoring agent in the middle is located outside a broken rock zone of the surrounding rock. The decoupling material 3 is wound in the middle of the anchor bolt 1; the grouting steel pipe is arranged side by side with the anchor bolt 1 in a drill hole.

[0025] The grouting steel pipe comprises a shallow grouting steel pipe 4 and a deep grouting steel pipe 5; a grouting stop valve is installed at the end of the grouting steel pipe, and 3 to 5 grouting holes 6 are drilled in the middle and tail of the grouting steel pipe;

[0026] The reverse anti-skid device 7 is arranged at the tail of the anchor bolt 1 and is a reverse anti-slip nut.

[0027] A zonal bolt-grouting support method for cataclastic rock mass large deformation of a high-stress tunnel includes the following steps: [0028] Step 1 Drill holes vertically in the rock wall after the tunnel is excavated. [0029] Step 2 Install the reverse anti-skid device 7 at the end of the anchor bolt 1, and install the expansion anchoring agent 2 and the decoupling material 3. [0030] Step 3 Connect the grouting device composed of the shallow grouting steel pipe 4, the deep grouting steel pipe 5 and the grouting stop valve, and drill jet holes 6 in the middle and tail of the grouting pipe. [0031] Step 4 Place the anchor bolt 1 and the grouting device in the drill hole. [0032] Step 5 Install a tray, an aligning ball seat and a nut after the expansion agent at the end of the anchor bolt 1 expands. [0033] Step 6 Apply a preload to the anchor bolt 1. [0034] Step 7 Inject the quick setting cement grouting material into the shallow surrounding rock through the shallow grouting steel pipe 4 after the stress adjustment. [0035] Step 8 Inject the slow setting cement grouting material into the deep surrounding rock through the deep grouting steel pipe 5 when the grouting pressure of the shallow surrounding rock reaches 1 MPa.

[0036] For the expansion agent ratio, refer to Patent No. 201810939916.1.

[0037] For the decoupling material, refer to Patent No. 201810283159.7.

[0038] For the grouting material ratio, refer to Patent No. 201310566695.5.

[0039] The above is one embodiment of the invention, but does not limit the scope of protection of the invention. Equivalent structure transformations by using the specification or drawings of the invention or application to other technical fields should fall within the scope of protection of the invention.