Tunnel / hole hydraulic type self-adaptive fault-fault-resistant regulation and control system and method under fault dislocation

Abstract

The invention discloses a tunnel / hole hydraulic self-adaptive fault-fault-resistant regulation and control system under fault movement, and relates to the technical field of design, construction and operation of tunnel / hole engineering. The system comprises a plurality of sections of linings which are connected in sequence, and further comprises a self-adaptive fault-resistant track system, and the self-adaptive fault-resistant track system comprises a plurality of groups of vertical adjusting systems; each vertical adjusting system comprises two vertical monitoring oil cylinders and two vertical adjusting oil cylinders. Displacement generated by dislocation is accurately monitored through the oil cylinder, then the displacement is transmitted to the adjusting oil cylinder in a hydraulic mode, and the adjusting oil cylinder acts on the gear and the lead screw to generate real-time equivalent compensation displacement; accurate self-adaptive fault-resistant and error-resistant adjustment is realized. The invention further relates to a self-adaptive fault and fault resisting method of the tunnel / hole internal mechanical hydraulic type self-adaptive fault and fault resisting regulation and control system under complex fault and fault movement.

Description

Technical Field

[0001] The present invention relates to the technical field of the design, construction and operation of tunnel / cavern engineering, and more specifically, it is a mechanical and hydraulic self-adaptive anti-fault-displacement regulation system inside a tunnel / cavern under complex fault dislocation. The present invention also relates to a self-adaptive anti-fault-displacement method for such a mechanical and hydraulic self-adaptive anti-fault-displacement regulation system inside a tunnel / cavern under complex fault dislocation. Background Art

[0002] In order to adapt to the vigorous development of China's economy, a large number of transportation infrastructure projects, including highways and railways, etc., must be built. However, the construction of these projects usually inevitably needs to pass through mountains, and the main way of passing through is through tunnels / caverns.

[0003] China is located between the Circum-Pacific seismic belt and the Eurasian seismic belt. The fault activities of these two seismic belts are frequent. Especially for high-speed railways, the deformation requirements of tunnels / caverns and the track structures therein are very strict, and fault activities are likely to have a significant impact on tunnels / caverns and the structures inside the tunnels / caverns.

[0004] Therefore, corresponding measures must be taken to ensure that high-speed railway tunnels / caverns can self-adaptively resist fault displacement under the complex movement forms of active fault zones and meet the strict operation standards of high-speed railways. Summary of the Invention

[0005] The first object of the present invention is to solve the problem of track unevenness in railway tunnels / caverns caused by the complex movement forms of active fault zones. By a combination of hydraulic and mechanical transmission, the self-adaptive reset of the track under the dislocation of the tunnel / cavern across the active fault is realized, and a hydraulic self-adaptive anti-fault-displacement regulation system for tunnels / caverns under fault dislocation is provided.

[0006] The second object of the present invention is to provide a self-adaptive anti-fault-displacement method for such a hydraulic self-adaptive anti-fault-displacement regulation system for tunnels / caverns under fault dislocation.

[0007] To achieve the above first object, the technical solution of the present invention is: a hydraulic self-adaptive anti-fault-displacement regulation system for tunnels / caverns under fault dislocation, including multiple sections of linings connected in sequence, wherein the first section of the lining is a fixed lining, and the subsequent linings are segmented linings. It is characterized in that: each section of the lining includes a subgrade floor at the inner bottom of the lining, a road edge at the inner wall of the lining, a subgrade at the inner wall of the road edge, a track slab inside the subgrade and above the subgrade floor, and two bottom guide blocks on the subgrade floor;

[0008] It further includes a self-adaptive anti-fault-displacement track system, and the self-adaptive anti-fault-displacement track system includes multiple groups of vertical adjustment systems;

[0009] Each set of the vertical adjustment system includes two vertical monitoring oil cylinders located within one segment of the lining and two vertical adjustment oil cylinders located within the next segment of the lining; the two bottom guide blocks are connected to the roadbed floor, one on the left and the other on the right.

[0010] One of the vertical monitoring oil cylinders is fixed on the left side of the track slab of one segment of the lining, and the other vertical monitoring oil cylinder is fixed on the right side of the track slab of one segment of the lining. One end of the vertical push rod is connected to the vertical monitoring oil cylinder, and the other end is connected to the lining; one of the vertical adjustment oil cylinders is fixed on the bottom guide block on the left side of the next segment of the lining, and the other vertical adjustment oil cylinder is fixed on the bottom guide block on the right side of the next segment of the lining. The vertical adjustment oil cylinder is sequentially connected to the vertical adjustment reverse thread ball screw through the vertical adjustment rack and the vertical adjustment gear. The vertical adjustment reverse thread ball screw penetrates through the wedge block bottom support group and is connected to the wedge block bottom support group; the bottom of the wedge block bottom support group is connected to the bottom guide block, and the top is connected to the track slab through the vertical adjustment wedge block. The vertical monitoring oil cylinder is connected to the vertical adjustment oil cylinder through an oil circuit.

[0011] There are two vertical adjustment reverse thread ball screws, one is connected to the bottom guide block on the left side, and the other is connected to the bottom guide block on the right side.

[0012] In the above technical solution, a top guide plate is sequentially arranged at the bottom of the track slab, and the tops of the two vertical adjustment wedges are connected to the top guide plate; horizontal guide plates are arranged at both the left and right ends of the top guide plate.

[0013] In the above technical solution, the bottom of the track slab is slidably connected to the top guide plate in the horizontal direction. The adaptive anti-fracture and dislocation track system further includes multiple groups of horizontal adjustment systems. Each group of the horizontal adjustment system includes two horizontal monitoring oil cylinders located within one segment of the lining and two horizontal adjustment oil cylinders located within the next segment of the lining; the two horizontal monitoring oil cylinders are fixed on the track slab, one on the left and the other on the right. One end of the horizontal push rod is connected to the horizontal monitoring oil cylinder, and the other end is connected to the lining; the horizontal adjustment oil cylinder is fixed on the top guide plate. The horizontal adjustment oil cylinder is sequentially connected to the horizontal adjustment ball screw through the horizontal adjustment rack and the horizontal adjustment gear. The horizontal adjustment ball screw penetrates through the track slab and is connected to the track slab. Both ends of the horizontal adjustment ball screw are connected to the top guide plate;

[0014] The horizontal monitoring oil cylinder is connected to the horizontal adjustment oil cylinder through an oil circuit.

[0015] In the above technical solution, a first sliding sleeve system matching the vertical adjustment system is further included. The first sliding sleeve system includes a horizontal sliding sleeve sleeved on the vertical push rod, and the horizontal sliding sleeve is connected to the bottom guide block of the next segment of the lining through a connecting rod.

[0016] In the above technical solution, it further includes a second sliding sleeve system matched with the horizontal adjustment system. The second sliding sleeve system includes a vertical sliding sleeve sleeved on the horizontal push rod, and the vertical sliding sleeve is connected to the horizontal sliding sleeve.

[0017] In the above technical solution, the vertical adjustment wedge block is of a triangular prism structure, the inclined surface of the vertical adjustment wedge block faces downward, and a first slide rail is arranged on the inclined surface of the vertical adjustment wedge block; the top of the wedge block bottom support group is slidably connected to the vertical adjustment wedge block through the first slide rail.

[0018] In the above technical solution, the top guide plate is provided with a second slide rail in the horizontal direction, and the bottom of the track plate is slidably connected to the top guide plate through the second slide rail.

[0019] In the above technical solution, the wedge block bottom support group includes two wedge block bottom supports.

[0020] In the above technical solution, the bottom guide block includes a first bottom guide block and a second bottom guide block. The first bottom guide block is located at the top of the subgrade floor slab, and the second bottom guide block is located on the inner wall of the lining and at the road edge and the bottom of the subgrade;

[0021] A groove is provided at the connection between the first bottom guide block and the second bottom guide block, and the vertical adjustment oil cylinder is located in the groove.

[0022] In order to achieve the above second object, the technical solution of the present invention is: an adaptive anti-fracture and dislocation method for a hydraulic adaptive anti-fracture and dislocation control system of a tunnel / cavity under fault dislocation, which is characterized by including the following steps:

[0023] Step 1, when a fault occurs and causes the tunnel / cavity to deform and the lining to have a vertical dislocation: the vertical dislocation of the lower lining drives the vertical movement of the subgrade floor slab, and thus acts on the vertical monitoring oil cylinder of this section of the lining through the connecting rod, horizontal sliding sleeve and vertical push rod, squeezing the hydraulic oil of the vertical monitoring oil cylinder. The hydraulic oil transfers the displacement along the oil path to the vertical adjustment oil cylinder of the lower lining. The vertical adjustment oil cylinder drives the vertical adjustment positive and negative thread ball screw through the vertical adjustment rack and vertical adjustment gear in sequence. The vertical adjustment positive and negative thread ball screw drives the two wedge block bottom supports to open and close equidistantly through the nut, so as to raise or lower the vertical adjustment wedge block and realize the vertical adjustment of the track plate; through adjustment, the track plate always remains stationary, taking the track plate of this section as the reference, that is, the target object for callback;

[0024] Step 2, when the fault dislocates, causing the tunnel / cavity to deform and the lining to have a horizontal dislocation: The horizontal movement of the lower-section lining drives the horizontal movement of the subgrade floor, and thus acts on the horizontal monitoring oil cylinder of this section of the lining through the connecting rod, horizontal sliding sleeve, vertical sliding sleeve and horizontal push rod. The hydraulic oil transfers the displacement of the horizontal monitoring oil cylinder to the horizontal adjustment oil cylinder of the lower-section lining through the pipeline. The horizontal adjustment oil cylinder drives the horizontal adjustment ball screw to move through the horizontal adjustment rack and horizontal adjustment gear, and the nut of the horizontal adjustment ball screw causes this section of the track slab to generate an adjustment action opposite to the horizontal dislocation; through adjustment, the track slab always remains stationary, taking this section of the track slab as the reference, that is, the target object for callback.

[0025] Step 3, when the fault dislocates, causing the tunnel / cavity to deform and the lining to have a vertical dislocation and a horizontal dislocation: The horizontal push rod slides along the vertical sliding sleeve to decompose the vertical dislocation; the vertical push rod slides horizontally along the horizontal sliding sleeve to decompose the horizontal dislocation.

[0026] Compared with the prior art, the present invention has the following advantages:

[0027] Compared with the prior art, the advantages of the present invention are as follows:

[0028] 1) The present invention accurately monitors the displacement generated by the dislocation through the oil cylinder, and then transfers the displacement to the adjustment oil cylinder in a hydraulic manner. The adjustment oil cylinder acts on the gear and screw to generate real-time equal compensation displacement; realizing accurate adaptive anti-fault dislocation adjustment.

[0029] 2) The present invention utilizes the self-locking ability of the screw. The screw can restrain the displacement along the screw direction in the static state. When the fault dislocates, it is necessary to compensate for the displacement through the adjustment device to ensure that the track slab and the track do not displace. When the fault does not dislocate, the track slab and the track need a certain stability to ensure the smooth operation of the train. At this time, the self-locking ability of the screw is crucial.

[0030] 3) The vertical adjustment system of the present invention includes two vertical monitoring oil cylinders located in one section of the lining and two vertical adjustment oil cylinders located in the lower section of the lining; one vertical monitoring oil cylinder is fixed on the left side of the track slab of one section of the lining, and the other vertical monitoring oil cylinder is fixed on the right side of the track slab of one section of the lining. The upper end of the vertical push rod is connected to the vertical monitoring oil cylinder and the lower end is connected to the subgrade floor; one vertical adjustment oil cylinder is fixed at the left bottom of the lower section of the lining, and the other vertical adjustment oil cylinder is fixed at the right bottom of the lower section of the lining; when rotational dislocation occurs, the vertical adjustment oil cylinders located at the left and right bottoms of the lining are adjusted respectively, and the adaptive anti-fault dislocation adjustment of the rotational dislocation can be completed.

[0031] 4) The present invention decomposes the axial, horizontal, and vertical displacements through the first sliding sleeve system and the second sliding sleeve system, ensuring that the displacement records and adjustments in the axial, horizontal, vertical, and even rotational misalignments are decomposed and not affected by each other. BRIEF DESCRIPTION OF THE DRAWINGS

[0032] Figure 1 is the regulation flowchart of the present invention.

[0033] Figure 2 is the structural schematic diagram of the present invention.

[0034] Figure 3 is the top view of the present invention.

[0035] Figure 4 is the left view of the present invention.

[0036] Figure 5 is the right view of the present invention.

[0037] Figure 6 is the internal structure diagram of the present invention.

[0038] Figure 7 is the structural schematic diagram of the first sliding sleeve system and the second sliding sleeve system of the present invention.

[0039] Figure 8 is the structural schematic diagram of the bottom guide block.

[0040] Figure 9 is the connection relationship diagram of the vertical adjustment oil cylinder and the vertical adjustment positive and negative thread ball screw.

[0041] Figure 10 is the connection relationship diagram of the horizontal adjustment oil cylinder and the horizontal adjustment ball screw.

[0042] Among them, 1 - lining, 11 - subgrade floor slab, 12 - curb, 13 - subgrade, 14 - track slab, 141 - top guide plate, 1411 - second slide rail, 1412 - track, 15 - bottom guide block, 151 - first bottom guide block, 152 - second bottom guide block, 153 - groove, 16 - horizontal guide plate, 2 - adaptive anti - fracture and dislocation track system, 21 - vertical adjustment system, 211 - vertical monitoring oil cylinder, 212 - vertical push rod, 213 - vertical adjustment oil cylinder, 2131 - vertical adjustment rack, 214 - vertical adjustment positive and negative thread ball screw, 2141 - vertical adjustment gear, 215 - wedge - block bottom support group, 2151 - wedge - block bottom support, 216 - vertical adjustment wedge block, 2161 - first slide rail, 217 - vertical adjustment oil pipe, 22 - horizontal adjustment system, 221 - horizontal monitoring oil cylinder, 222 - horizontal push rod, 223 - horizontal adjustment oil cylinder, 2231 - horizontal adjustment rack, 2232 - horizontal adjustment oil cylinder cushion block, 224 - horizontal adjustment ball screw, 2241 - horizontal adjustment gear, 225 - horizontal adjustment oil pipe, 3 - first sliding sleeve system, 31 - horizontal sliding sleeve, 32 - connecting rod, 4 - second sliding sleeve system, 41 - vertical sliding sleeve, x - axial direction, y - horizontal direction, z - vertical direction. Detailed implementation mode

[0043] The following will describe in detail the implementation of the present invention with reference to the accompanying drawings. However, they do not constitute a limitation to the present invention and are only for illustration purposes. Meanwhile, the advantages of the present invention will become clearer and easier to understand through the description.

[0044] The active fault zone is a zone composed of many faults. The forms of faults vary greatly. According to the relative movement direction of the two fault blocks, faults can be divided into normal faults, reverse faults and strike - slip faults. Normal faults are mainly formed under tensile action, and the hanging wall moves downward relative to the footwall, with a relatively large dip angle. Reverse faults are mainly formed by the extrusion of rock masses on both sides, and the hanging wall moves upward relative to the footwall. They can be further divided into thrust faults, low - angle faults and overthrust faults according to the dip angle. Strike - slip faults are mainly formed when rock masses are subjected to shear action, and the two fault blocks mainly move horizontally relative to each other along the fault strike. Their fault planes are steep, even close to vertical. Among the linear structures on the earth's surface, strike - slip faults account for more than about 70%. In the Qinghai - Tibet Plateau region of China, strike - slip faults have an absolute advantage over normal faults and reverse faults in terms of quantity, distribution area and earthquake - generating intensity. The two fault blocks of strike - slip faults may form obvious lateral offsets in the outcropping strata. In addition, fault movement may also cause a relative rotation movement mode between the two fault blocks.

[0045] Accordingly, the above-mentioned motion forms can be decomposed and summarized into 4 motion actions, including axial motion, horizontal motion, vertical motion, and rotational motion; when the tunnel / hole crosses the active fault zone, in order to adapt to the above different dislocation forms, the present application has developed a hydraulic self-adaptive anti-fault dislocation control system for tunnels / holes under the fault dislocation of the active fault zone.

[0046] Referring to the attached drawings, it can be seen that the hydraulic self-adaptive anti-fault dislocation control system for tunnels / holes under fault dislocation includes multiple sections of linings 1 connected in sequence, where the first section of the lining 1 is a fixed lining, and the subsequent linings 1 are segmented linings. Its characteristics are: each section of the lining 1 includes a subgrade bottom plate 11 at the inner bottom of the lining 1, a curb 12 on the inner wall of the lining 1, a subgrade 13 on the inner wall of the curb 12, a track slab 14 inside the subgrade 13 and above the subgrade bottom plate 11, and two bottom guide blocks 15 on the subgrade bottom plate 11;

[0047] It also includes a self-adaptive anti-fault dislocation track system 2, and the self-adaptive anti-fault dislocation track system 2 includes multiple groups of vertical adjustment systems 21;

[0048] Each group of the vertical adjustment systems 21 includes two bottom guide blocks 15, two vertical monitoring cylinders 211 inside one section of the lining 1, and two vertical adjustment cylinders 213 inside the next section of the lining 1; the two bottom guide blocks 15 are connected to the subgrade bottom plate 11, one on the left and one on the right;

[0049] One of the vertical monitoring cylinders 211 is fixed on the left side of the track slab 14 of one section of the lining 1, and the other vertical monitoring cylinder 211 is fixed on the right side of the track slab 14 of one section of the lining 1. One end of the vertical push rod 212 is connected to the vertical monitoring cylinder 211, and the other end is connected to the lining 1; one of the vertical adjustment cylinders 213 is fixed on the bottom guide block 15 on the left side of the next section of the lining 1, and the other vertical adjustment cylinder 213 is fixed on the bottom guide block 15 on the right side of the next section of the lining 1. The vertical adjustment cylinder 213 is sequentially connected to the vertical adjustment reverse-thread ball screw 214 through the vertical adjustment rack 2131 and the vertical adjustment gear 2141. The vertical adjustment reverse-thread ball screw 214 penetrates through the wedge block bottom support group 215 and is connected to the wedge block bottom support group 215; the bottom of the wedge block bottom support group 215 is connected to the bottom guide block 15, and the top is connected to the track slab 14 through the vertical adjustment wedge block 216. The vertical monitoring cylinder 221 and the vertical adjustment cylinder 223 are connected by an oil circuit;

[0050] There are two vertical adjustment reverse-thread ball screws 214, one is connected to the bottom guide block 15 on the left side, and the other is connected to the bottom guide block 15 on the right side.

[0051] A top guide plate 141 is sequentially arranged at the bottom of the track slab 14, and the tops of two vertical adjusting wedges 216 are connected to the top guide plate 141; horizontal guide plates 16 are arranged at both the left and right ends of the top guide plate 141.

[0052] The bottom of the track slab 14 is slidably connected to the top guide plate 141 in the horizontal direction. The adaptive anti-breaking and dislocation track system 2 further includes multiple groups of horizontal adjustment systems 22. The horizontal adjustment system 22 includes two horizontal monitoring oil cylinders 221 located in one section of the lining 1 and two horizontal adjustment oil cylinders 223 located in the next section of the lining 1; the two horizontal monitoring oil cylinders 221 are fixed on the track slab 14, one on the left and the other on the right. One end of a horizontal push rod 222 is connected to the horizontal monitoring oil cylinder 221, and the other end is connected to the lining 1; the horizontal adjustment oil cylinder 223 is fixed on the top guide plate 141. The horizontal adjustment oil cylinder 223 is sequentially connected to a horizontal adjustment ball screw 224 through a horizontal adjustment rack 2231 and a horizontal adjustment gear 2241. The horizontal adjustment ball screw 224 penetrates through the track slab 14 and is connected to the track slab 14. Both ends of the horizontal adjustment ball screw 224 are connected to the top guide plate 141;

[0053] The horizontal monitoring oil cylinder 221 is connected to the horizontal adjustment oil cylinder 223 through an oil circuit.

[0054] It further includes a first sliding sleeve system 3 matching the vertical adjustment system 21. The first sliding sleeve system 3 includes a horizontal sliding sleeve 31 sleeved on the vertical push rod 212. The horizontal sliding sleeve 31 is connected to the bottom guide block 15 of the next section of the lining 1 through a connecting rod 32.

[0055] It further includes a second sliding sleeve system 4 matching the horizontal adjustment system 22. The second sliding sleeve system 4 includes a vertical sliding sleeve 41 sleeved on the horizontal push rod 222. The vertical sliding sleeve 41 is connected to the horizontal sliding sleeve 31.

[0056] The vertical adjusting wedge 216 is of a triangular prism structure, with its inclined surface facing downwards. A first slide rail 2161 is arranged on the inclined surface of the vertical adjusting wedge 216; the top of the wedge bottom support group 215 is slidably connected to the vertical adjusting wedge 216 through the first slide rail 2161.

[0057] The top guide plate 141 is provided with a second slide rail 1411 in the horizontal direction. The bottom of the track slab 14 is slidably connected to the top guide plate 141 through the second slide rail 1411.

[0058] The wedge bottom support group 215 includes two wedge bottom supports 2151.

[0059] The bottom guide block 15 includes a first bottom guide block 151 and a second bottom guide block 152. The first bottom guide block 151 is located at the top of the subgrade floor 11, and the second bottom guide block 152 is located on the inner wall of the lining 1 and at the bottom of the curb 12 and the subgrade 13.

[0060] A groove 153 is provided at the connection between the first bottom guide block 151 and the second bottom guide block 152, and the vertical adjustment oil cylinder 213 is located in the groove 153.

[0061] The self - adaptive anti - fracture and dislocation method of the hydraulic self - adaptive anti - fracture and dislocation control system for tunnels / holes under fault dislocation is characterized by including the following steps:

[0062] Step 1: When the fault dislocates, causing the tunnel / hole to deform and the lining 1 to have vertical dislocation or rotational dislocation: The vertical dislocation of the lower - section lining 1 drives the vertical movement of the subgrade floor 11, thereby acting on the vertical monitoring oil cylinder 211 of this - section lining 1 through the connecting rod 32, the horizontal sliding sleeve 31, and the vertical push rod 212, squeezing the hydraulic oil of the vertical monitoring oil cylinder 211. The hydraulic oil transfers the displacement along the oil path to the vertical adjustment oil cylinder 213 of the lower - section lining 1. The vertical adjustment oil cylinder 213 drives the vertical adjustment positive - negative thread ball screw 214 through the vertical adjustment rack 2131 and the vertical adjustment gear 2141 in sequence. The vertical adjustment positive - negative thread ball screw 214 drives the two wedge - block bottom supports 215 to open and close equidistantly through the nut, so that the vertical adjustment wedge block 216 rises or falls, realizing the vertical adjustment of the track slab 14. Through adjustment, the track slab 14 always remains stationary, taking this - section track slab 14 as the reference, that is, the target object for callback; in this way, it can be ensured that the monitoring reference point never changes; by designing an appropriate transmission ratio, it can be ensured that the adjustment displacement is equal to the dislocation displacement, achieving the purpose of real - time adjustment, and always ensuring that the absolute positions of the track slab and the track do not change, so as to achieve the purpose of ensuring the safe operation of high - speed railways.

[0063] Step 2: When the fault slips, causing the tunnel / cavern to deform and the lining 1 to slip horizontally: The horizontal movement of the lower section of the lining 1 drives the horizontal movement of the subgrade floor 11, thereby acting on the horizontal monitoring oil cylinder 221 of this section of the lining 1 through the connecting rod 32, the horizontal sliding sleeve 31, the vertical sliding sleeve 41, and the horizontal push rod 222. The hydraulic oil transfers the displacement of the horizontal monitoring oil cylinder 221 to the horizontal adjustment oil cylinder 223 of the lower section of the lining 1 through the pipeline. The horizontal adjustment oil cylinder 223 drives the horizontal adjustment ball screw 224 through the horizontal adjustment rack 2231 and the horizontal adjustment gear 2241, and the nut of the horizontal adjustment ball screw 224 causes this section of the track slab 14 to generate an adjustment action opposite to the horizontal slip. Through adjustment, the track slab 14 always remains stationary, taking this section of the track slab 14 as the reference, that is, the target object for callback; in this way, it can be ensured that the monitoring reference point never changes; by designing an appropriate transmission ratio, it can be ensured that the adjustment displacement is equal to the slip displacement, achieving the purpose of real-time adjustment, and always ensuring that the absolute positions of the track slab and the track do not change, so as to achieve the purpose of ensuring the safe operation of high-speed railways.

[0064] Step 3, when the fault slips, causing the tunnel / cavern to deform and the lining 1 to slip axially: A rail expansion joint (reference: [Chinese Utility Model] CN200720173517.6 Rail Expansion Joint) is used for adjustment; in order not to affect the horizontal and vertical adjustments, a telescopic bushing is designed at parts such as the cross-link and the push rod.

[0065] Step 4, when the fault slips, causing the tunnel / cavern to deform and the lining 1 to slip vertically or rotationally, or horizontally: The horizontal push rod 222 slides along the vertical sliding sleeve 41 to decompose the vertical slip; the vertical push rod 212 slides horizontally along the horizontal sliding sleeve 32 to decompose the horizontal slip.

[0066] In order to ensure that the horizontal fault slip displacement y1 is equal to the horizontal adjustment displacement y2 of the control system, the radius r1 of the horizontal adjustment gear 2241 and the lead s1 of the horizontal adjustment ball screw 224 should satisfy a certain transmission ratio relationship:

[0067]

[0068] Similarly, in order to ensure that the vertical fault slip displacement z1 is equal to the vertical adjustment displacement z2 of the control system, the radius r2 of the vertical adjustment gear 2141 and the lead s2 of the vertical adjustment double-threaded ball screw 214 should also satisfy a certain transmission ratio relationship:

[0069]

[0070] Other parts not described belong to the prior art.

Claims

1. Tunnel / cavern hydraulic self-adaptive anti-fault displacement regulation system under fault dislocation, including multiple segments of linings (1) connected in sequence, where the first segment of the lining (1) is a fixed lining, and the subsequent linings (1) are segmented linings, characterized in that: Each section of the lining (1) includes a subgrade bottom plate (11) located at the inner bottom of the lining (1), a curb (12) located on the inner wall of the lining (1), a subgrade (13) located on the inner wall of the curb (12), a track slab (14) located inside the subgrade (13) and above the subgrade bottom plate (11), and two bottom guide blocks (15) located on the subgrade bottom plate (11). It further includes an adaptive anti - breakage and dislocation track system (2), and the adaptive anti - breakage and dislocation track system (2) includes multiple groups of vertical adjustment systems (21). Each group of the vertical adjustment systems (21) includes two vertical monitoring oil cylinders (211) located in one section of the lining (1) and two vertical adjustment oil cylinders (213) located in the next section of the lining (1); the two bottom guide blocks (15) are connected to the subgrade bottom plate (11) on the left and right respectively. One of the vertical monitoring oil cylinders (211) is fixed on the left side of the track slab (14) of one section of the lining (1), and the other vertical monitoring oil cylinder (211) is fixed on the right side of the track slab (14) of one section of the lining (1). One end of a vertical push rod (212) is connected to the vertical monitoring oil cylinder (211), and the other end is connected to the lining (1). One of the vertical adjustment oil cylinders (213) is fixed on the bottom guide block (15) on the left side of the next section of the lining (1), and the other vertical adjustment oil cylinder (213) is fixed on the bottom guide block (15) on the right side of the next section of the lining (1). The vertical adjustment oil cylinder (213) is sequentially connected to a vertical adjustment lead screw (214) through a vertical adjustment rack (2131) and a vertical adjustment gear (2141). The vertical adjustment left - hand and right - hand ball screw (214) passes through the wedge block bottom support group (215) and is connected to the wedge block bottom support group (215); the bottom of the wedge block bottom support group (215) is connected to the bottom guide block (15), and the top is connected to the track slab (14) through a vertical adjustment wedge block (216). The vertical monitoring oil cylinder (221) is connected to the vertical adjustment oil cylinder (223) through an oil circuit. There are two vertical adjustment left - hand and right - hand ball screws (214), one is connected to the bottom guide block (15) on the left side, and the other is connected to the bottom guide block (15) on the right side.

2. The tunnel / cavity hydraulic self-adaptive anti-fault displacement regulation system under fault dislocation according to claim 1, characterized in that: A top guide plate (141) is sequentially arranged at the bottom of the track slab (14), and the tops of the two vertical adjustment wedge blocks (216) are connected to the top guide plate (141); horizontal guide plates (16) are arranged at both the left and right ends of the top guide plate (141).

3. The tunnel / hole hydraulic self-adaptive anti-fault dislocation regulation system under fault dislocation according to claim 2, characterized in that: The bottom of the track slab (14) is slidably connected to the top guide plate (141) in the horizontal direction. The adaptive anti-breaking and dislocation track system (2) further includes multiple groups of horizontal adjustment systems (22). The horizontal adjustment system (22) includes two horizontal monitoring oil cylinders (221) located within one lining segment (1) and two horizontal adjustment oil cylinders (223) located within the next lining segment (1); the two horizontal monitoring oil cylinders (221) are fixed on the track slab (14) with one on the left and one on the right, and one end of the horizontal push rod (222) is connected to the horizontal monitoring oil cylinder (221) and the other end is connected to the lining (1); the horizontal adjustment oil cylinder (223) is fixed on the top guide plate (141), and the horizontal adjustment oil cylinder (223) is sequentially connected to the horizontal adjustment ball screw (224) through a horizontal adjustment rack (2231) and a horizontal adjustment gear (2241). The horizontal adjustment ball screw (224) passes through the track slab (14) and is connected to the track slab (14), and both ends of the horizontal adjustment ball screw (224) are connected to the top guide plate (141); The horizontal monitoring oil cylinder (221) is connected to the horizontal adjustment oil cylinder (223) through an oil circuit.

4. The hydraulic self-adaptive anti-fault dislocation regulation system for tunnels / caves under fault dislocation according to claim 3, wherein: It further includes a first sliding sleeve system (3) matching the vertical adjustment system (21). The first sliding sleeve system (3) includes a horizontal sliding sleeve (31) sleeved on the vertical push rod (212), and the horizontal sliding sleeve (31) is connected to the bottom guide block (15) of the next lining segment (1) through a connecting rod (32).

5. The tunnel / cavity hydraulic self-adaptive anti-fault displacement regulation system under fault dislocation according to claim 4, characterized in that: It further includes a second sliding sleeve system (4) matching the horizontal adjustment system (22). The second sliding sleeve system (4) includes a vertical sliding sleeve (41) sleeved on the horizontal push rod (222), and the vertical sliding sleeve (41) is connected to the horizontal sliding sleeve (31).

6. The hydraulic self-adaptive anti-fault displacement regulation system for tunnels / caves under fault displacement according to claim 1, wherein: The vertical adjustment wedge block (216) is of a triangular prism structure, with the inclined surface of the vertical adjustment wedge block (216) facing downwards, and a first slide rail (2161) is provided on the inclined surface of the vertical adjustment wedge block (216); the top of the wedge block bottom support group (215) is slidably connected to the vertical adjustment wedge block (216) through the first slide rail (2161).

7. The tunnel / cavity hydraulic self-adaptive anti-fault dislocation regulation system under fault dislocation according to claim 3, characterized in that: The top guide plate (141) is provided with a second slide rail (1411) in the horizontal direction, and the bottom of the track slab (14) is slidably connected to the top guide plate (141) through the second slide rail (1411).

8. The tunnel / cavity hydraulic self-adaptive anti-fault dislocation regulation system under fault dislocation according to claim 6, characterized in that: The wedge block bottom support group (215) includes two wedge block bottom supports (2151).

9. The tunnel / cavity hydraulic self-adaptive anti-fault dislocation regulation and control system under fault dislocation according to claim 4, wherein: The bottom guide block (15) includes a first bottom guide block (151) and a second bottom guide block (152). The first bottom guide block (151) is located at the top of the subgrade bottom slab (11), and the second bottom guide block (152) is located on the inner wall of the lining (1) and at the bottom of the road edge (12) and the subgrade (13); A groove (153) is provided at the connection between the first bottom guide block (151) and the second bottom guide block (152), and the vertical adjustment oil cylinder (213) is located within the groove (153).

10. Adaptive anti-fault dislocation method of the hydraulic adaptive anti-fault dislocation regulation system for tunnels / caverns under fault dislocation, characterized in that, It includes the following steps: Step 1: When the fault dislocates, causing the tunnel / cavity to deform and the lining (1) to undergo vertical or rotational dislocation: The vertical dislocation of the lower-section lining (1) drives the vertical movement of the subgrade floor slab (11), thereby acting on the vertical monitoring oil cylinder (211) of this section of the lining (1) through the connecting rod (32), horizontal sliding sleeve (31), and vertical push rod (212), squeezing the hydraulic oil of the vertical monitoring oil cylinder (211). The hydraulic oil transfers the displacement along the oil circuit to the vertical adjustment oil cylinder (213) of the lower-section lining (1). The vertical adjustment oil cylinder (213) drives the vertical adjustment double-threaded ball screw (214) through the vertical adjustment rack (2131) and vertical adjustment gear (2141) in sequence. The vertical adjustment double-threaded ball screw (214) drives the two wedge bottom supports (215) to open and close at equal distances through the nut, so that the vertical adjustment wedge block (216) rises or falls, realizing the vertical adjustment of the track slab (14); through adjustment, the track slab (14) always remains stationary, taking this section of the track slab (14) as the reference, that is, the target object for callback; Step 2: When the fault dislocates, causing the tunnel / cavity to deform and the lining (1) to undergo horizontal dislocation: The horizontal movement of the lower-section lining (1) drives the horizontal movement of the subgrade floor slab (11), thereby acting on the horizontal monitoring oil cylinder (221) of this section of the lining (1) through the connecting rod (32), horizontal sliding sleeve (31), vertical sliding sleeve (41), and horizontal push rod (222). The hydraulic oil transfers the displacement of the horizontal monitoring oil cylinder (221) to the horizontal adjustment oil cylinder (223) of the lower-section lining (1) through the pipeline. The horizontal adjustment oil cylinder (223) drives the horizontal adjustment ball screw (224) to move through the horizontal adjustment rack (2231) and horizontal adjustment gear (2241). The nut of the horizontal adjustment ball screw (224) causes this section of the track slab (14) to generate an adjustment action opposite to the horizontal dislocation; through adjustment, the track slab (14) always remains stationary, taking this section of the track slab (14) as the reference, that is, the target object for callback; Step 3, when the fault dislocates, causing the tunnel / cavity to deform and the lining (1) to undergo vertical or rotational dislocation and horizontal dislocation: The horizontal push rod (222) slides along the vertical sliding sleeve (41) to decompose the vertical dislocation; the vertical push rod (212) slides horizontally along the horizontal sliding sleeve (32) to decompose the horizontal dislocation.

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