An assembled subway station structure
By employing assembly mechanisms, connecting components, and supporting components for the base plate, side plates, and top plate in prefabricated subway stations, and utilizing grouting sleeves and reinforcing bars for grouting connections, the problems of inconvenient assembly and poor stability between the main bodies of prefabricated subway stations have been solved, achieving convenient and efficient construction and stable connection.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- CHINA UNIV OF MINING & TECH
- Filing Date
- 2022-10-19
- Publication Date
- 2026-06-26
AI Technical Summary
The prefabricated subway station structure suffers from inconvenient assembly and poor stability.
The system adopts a prefabricated structure including a base plate, side plates, and a top plate. Stable connections between the parts are achieved through first and second assembly mechanisms, connecting components, and supporting components. The system utilizes grouting sleeves and steel bars for grouting connections, combined with plug rods and concrete fixation, to improve assembly convenience and stability.
It enables convenient assembly of prefabricated subway station structures and improves the stability of each part, shortens the construction period, reduces on-site operations and construction waste, and has the advantages of being green and environmentally friendly.
Smart Images

Figure CN115506406B_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of subway station technology, specifically to a prefabricated subway station structure. Background Technology
[0002] On-site cast-in-place structures are greatly affected by factors such as construction technology, curing conditions, weather, and temperature, making it difficult to control concrete quality. However, in recent years, with my country's vigorous development of prefabricated buildings, prefabrication methods have gradually been applied in subway station projects. Prefabricated subway stations can achieve standardization in design, prefabrication of components, and construction, significantly shortening the construction period, reducing the land occupied by material storage and processing, and minimizing on-site operations such as concrete pouring. This saves labor, reduces construction waste, and offers advantages such as being green, environmentally friendly, and energy-saving.
[0003] Currently, traditional prefabricated subway station designs still have some structural problems. The assembly of the prefabricated main components is relatively inconvenient, and the stability is poor when the main components are assembled. In response to these problems, the inventors have proposed a prefabricated subway station structure to solve them. Summary of the Invention
[0004] To address the problems of inconvenient assembly and poor stability after assembly of prefabricated main components, the present invention aims to provide a prefabricated subway station structure.
[0005] To solve the above-mentioned technical problems, the present invention adopts the following technical solution: a prefabricated subway station structure, including a base plate, two side plates and a top plate, wherein the base plate and the top plate are provided with uniformly distributed first filling grooves on both sides, the two side plates are provided with second filling grooves on both sides, a first assembly mechanism is provided between the base plate and the two side plates, a second assembly mechanism is provided between the two side plates and the top plate, a connecting component is provided on the side of the base plate away from the two side plates, and a support component is provided on one side of the two side plates.
[0006] Preferably, the first assembly mechanism includes a first grouting sleeve, and the bottom plate has evenly distributed first slots on the side near the two side plates. A first reinforcing bar is fixedly installed at one end of the first grouting sleeve. The outer wall of the first grouting sleeve is fixedly connected to the inner wall of the first slot. A first grouting material is fixedly installed on the side of each of the two side plates near the bottom plate. The side of the first grouting material away from the side plate is in movable contact with the upper surface of the bottom plate. A first perforation is evenly distributed on the surface of each of the two first grouting materials. A second reinforcing bar is evenly distributed on the side of each of the two side plates near the bottom plate. The end of the second reinforcing bar away from the side plate passes through the first perforation and the first grouting sleeve and is in movable contact with one end of the first reinforcing bar.
[0007] Preferably, the second assembly mechanism includes a second grouting sleeve, and two side plates are provided with evenly distributed second slots on the side near the top plate. A third reinforcing bar is fixedly installed at one end of the second grouting sleeve. The outer wall of the second grouting sleeve and the inner wall of the second slot are fixedly connected. Two second grouting materials are fixedly installed on the side of the top plate near the side plate. The side of the second grouting material away from the top plate is in movable contact with the upper surface of the side plate. Evenly distributed second perforations are provided on the surfaces of the two second grouting materials. A evenly distributed fourth reinforcing bar is fixedly installed on the side of the top plate near the side plate. The end of the fourth reinforcing bar away from the top plate passes through the second perforation and the second grouting sleeve and is in movable contact with one end of the third reinforcing bar.
[0008] Preferably, the connecting assembly includes a rotating rod, and the bottom plate has a uniformly distributed bottom groove on the side away from the side plate. The inner wall of the bottom groove is fixedly installed with a uniformly distributed damping bearing. One end of the rotating rod is fixedly connected to the inner wall of the damping bearing. A rotating roller is fixedly installed on the outer wall of the rotating rod. Two first plug-in rods are fixedly installed on the outer wall of the rotating roller. The outer wall of the first plug-in rods is fixedly installed with a uniformly distributed first reinforcing steel bar.
[0009] Preferably, the support assembly includes a hollow rod, and two cavities are formed on one side of each of the two side plates. The hollow rod passes through the cavity and is fixedly connected to the inner wall of the cavity. A movable rod is provided on the inner wall of the hollow rod. A support plate is fixedly installed at the end of the movable rod away from the hollow rod. A uniformly distributed second insertion rod is fixedly installed on the side of the support plate away from the movable rod. A uniformly distributed second reinforcing bar is fixedly installed on the outer wall of the second insertion rod. Two sliding grooves are formed on the inner wall of the hollow rod. A slider is slidably connected to the inner wall of the sliding groove. Two adjacent sliders are fixedly connected to one end of a movable rod. A telescopic spring is fixedly installed on the inner wall of the hollow rod. One end of the telescopic spring is fixedly connected to one end of the movable rod.
[0010] Compared with the prior art, the beneficial effects of the present invention are as follows:
[0011] 1. By injecting concrete into the through hole in the inner wall of the subway station foundation pit, and then pulling the first insertion rod, the first insertion rod rotates around the axis of the rotating rod via the rotating roller, so that the first insertion rod faces downward. When the bottom plate is hoisted into the subway station foundation pit, the first insertion rod is inserted into the reserved through hole in the subway station foundation pit. The injected concrete surrounds the first insertion rod, improving the stability of the bottom plate and the subway station foundation pit after connection.
[0012] 2. Grouting material is injected into the first grouting sleeve, and then the side plate is hoisted by an external crane. The second steel bar on the lower end of the side plate is inserted into the first grouting sleeve. After the grouting material in the first grouting sleeve solidifies, the side plate and the bottom plate are assembled. Grouting material is injected into the second grouting sleeve, and then the top plate is hoisted by an external crane. The fourth steel bar is inserted into the second grouting sleeve. After the grouting material in the second grouting sleeve dries, the top plate and the two side plates are assembled. This facilitates the assembly of the bottom plate, side plate and top plate, thereby effectively improving the convenience of assembling the bottom plate, side plate and top plate.
[0013] 3. By injecting concrete into the through holes in the side walls of the subway station pit and horizontally inserting the second connector rods on one side of the two side plates into the through holes, the second connector rods are fixed to the side walls of the subway station pit after the concrete solidifies, thereby improving the stability of the side plates. Attached Figure Description
[0014] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.
[0015] Figure 1 This is a schematic diagram of the assembly of the bottom plate, side plate and top plate of the present invention.
[0016] Figure 2 This is a schematic diagram showing the separation of the bottom plate, side plate and top plate of the present invention.
[0017] Figure 3 For the present invention Figure 2 Enlarged schematic diagram of part A in the diagram.
[0018] Figure 4 For the present invention Figure 2 Enlarged schematic diagram of part B in the diagram.
[0019] Figure 5 This is a schematic diagram showing the separation of the first grouting sleeve from the base plate of the present invention.
[0020] Figure 6 This is a cross-sectional structural diagram of the first grouting sleeve of the present invention.
[0021] Figure 7 This is a schematic diagram showing the connection between the second grouting sleeve and the third reinforcing bar of the present invention.
[0022] Figure 8 This is a schematic diagram showing the connection between the connecting component and the base plate of the present invention.
[0023] Figure 9This is a schematic diagram of the first plug rod of the present invention in its rotated open state.
[0024] Figure 10 This is a schematic diagram showing the connection between the support component and the side plate of the present invention.
[0025] Figure 11 For the present invention Figure 10 Enlarged schematic diagram of part C in the diagram.
[0026] Figure 12 This is a cross-sectional structural diagram of the hollow rod of the present invention.
[0027] In the diagram: 1. Base plate; 11. First filling groove; 2. Side plate; 21. Second filling groove; 3. Top plate; 4. First assembly mechanism; 41. First grouting sleeve; 42. First slot; 43. First reinforcing bar; 44. First grouting material; 45. First perforation; 46. Second reinforcing bar; 5. Second assembly mechanism; 51. Second grouting sleeve; 52. Second slot; 53. Third reinforcing bar; 54. Second grouting material; 55. Second perforation; 56. Fourth reinforcing bar; 6. Connecting assembly; 61. Rotating rod; 62. Bottom groove; 63. Damping bearing; 64. Rotating roller; 65. First plug-in rod; 66. First reinforcing bar; 7. Support assembly; 71. Hollow rod; 72. Cavity; 73. Movable rod; 74. Support plate; 75. Second plug-in rod; 76. Second reinforcing bar; 77. Slide groove; 78. Sliding block; 79. Telescopic spring. Detailed Implementation
[0028] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.
[0029] Example: Figure 1-12 As shown, the present invention provides a prefabricated subway station structure, including a base plate 1, two side plates 2, and a top plate 3. A first assembly mechanism 4 is provided between the base plate 1 and the two side plates 2, which facilitates the assembly of the two side plates 2 and the base plate 1. A second assembly mechanism 5 is provided between the two side plates 2 and the top plate 3, which facilitates the assembly of the top plate 3 and the two side plates 2. A connecting component 6 is provided on the side of the base plate 1 away from the two side plates 2, which effectively improves the stability of the base plate 1 after it is connected to the subway pit. A support component 7 is provided on one side of each of the two side plates 2, which effectively improves the stability of the side plates 2 after they are connected to the side wall of the subway pit.
[0030] By adopting the above technical solution, by setting the first assembly mechanism 4, the first assembly mechanism 4 facilitates the assembly between the two side plates 2 and the bottom plate 1. By setting the second assembly mechanism 5, the second assembly mechanism 5 facilitates the assembly between the top plate 3 and the two side plates 2. By setting the connecting component 6, the stability of the bottom plate 1 after being connected to the subway pit is effectively improved. By setting the support component 7, the stability of the side plates 2 after being connected to the side wall of the subway pit is effectively improved.
[0031] Both sides of the bottom plate 1 and the top plate 3 are provided with evenly distributed first filling grooves 11. By providing the first filling grooves 11, it is easy to fill the lightweight foam material later. Both sides of the two side plates 2 are provided with second filling grooves 21. By providing the second filling grooves 21, it is easy to fill the lightweight foam material later.
[0032] By adopting the above technical solution, the first filling groove 11 is opened to facilitate the subsequent filling of lightweight foam material, and the second filling groove 21 is opened to facilitate the subsequent filling of lightweight foam material.
[0033] The first assembly mechanism 4 includes a first grouting sleeve 41. The bottom plate 1 has evenly distributed first slots 42 on the side near the two side plates 2. A first reinforcing bar 43 is fixedly installed at one end of the first grouting sleeve 41. The outer wall of the first grouting sleeve 41 is fixedly connected to the inner wall of the first slot 42, and the first reinforcing bar 43 is fixedly connected to the inner wall of the first slot 42. By setting the first grouting sleeve 41 and the first reinforcing bar 43, it is convenient to grout the bottom plate 1 and the side plates 2 in the future.
[0034] By adopting the above technical solution and setting the first grouting sleeve 41 and the first reinforcing bar 43, it is convenient to connect the subsequent grouting of the bottom plate 1 and the side plate 2.
[0035] Two side plates 2 are fixedly installed with a first grouting material 44 on the side closest to the bottom plate 1. The side of the first grouting material 44 away from the side plate 2 is in contact with the upper surface of the bottom plate 1. The surfaces of the two first grouting materials 44 are provided with evenly distributed first perforations 45. Two side plates 2 are fixedly installed with evenly distributed second reinforcing bars 46 on the side closest to the bottom plate 1. The end of the second reinforcing bar 46 away from the side plate 2 passes through the first perforation 45 and the first grouting sleeve 41 and is in contact with one end of the first reinforcing bar 43. Grouting material is injected into the connection between the first grouting material 44 and the first grouting sleeve 41. The injected grouting material enters the first grouting sleeve 41 and surrounds the first reinforcing bar 43 and the second reinforcing bar 46. When the grouting material solidifies, the side plate 2 and the bottom plate 1 are assembled.
[0036] By adopting the above technical solution, grout is injected into the connection between the first grouting material 44 and the first grouting sleeve 41. The injected grout enters the first grouting sleeve 41 and surrounds the first steel bar 43 and the second steel bar 46. After the grout solidifies, the side plate 2 and the bottom plate 1 are assembled.
[0037] The second assembly mechanism 5 includes a second grouting sleeve 51. The two side plates 2 are provided with evenly distributed second slots 52 on the side near the top plate 3. The outer wall of the second grouting sleeve 51 is fixedly connected to the inner wall of the second slot 52. A third steel bar 53 is fixedly installed at one end of the second grouting sleeve 51. The third steel bar 53 is fixedly connected to the inner wall of the second slot 52. By setting the second grouting sleeve 51 and the third steel bar 53, it is convenient to grout the top plate 3 and the side plate 2 in the future.
[0038] By adopting the above technical solution and setting the second grouting sleeve 51 and the third reinforcing bar 53, it is convenient to connect the top plate 3 and the side plate 2 for subsequent grouting.
[0039] Two second grouting materials 54 are fixedly installed on the side of the top plate 3 near the side plate 2. The side of the second grouting material 54 away from the top plate 3 is in contact with the upper surface of the side plate 2. The surfaces of the two second grouting materials 54 are provided with evenly distributed second perforations 55. A fourth steel bar 56 is fixedly installed on the side of the top plate 3 near the side plate 2. The end of the fourth steel bar 56 away from the top plate 3 passes through the second perforation 55 and the second grouting sleeve 51 and is in contact with one end of the third steel bar 53. Grouting material is injected into the connection between the second grouting material 54 and the second grouting sleeve 51. The injected grouting material enters the second grouting sleeve 51 and surrounds the third steel bar 53 and the fourth steel bar 56. After the grouting material solidifies, the top plate 3 and the side plate 2 are assembled.
[0040] By adopting the above technical solution, grout is injected into the connection between the second grouting material 54 and the second grouting sleeve 51. The injected grout enters the second grouting sleeve 51 and surrounds the third steel bar 53 and the fourth steel bar 56. After the grout solidifies, the top plate 3 and the side plate 2 are assembled.
[0041] The connecting assembly 6 includes a rotating rod 61. A bottom plate 1 has evenly distributed grooves 62 on its side away from the side plate 2. Evenly distributed damping bearings 63 are fixedly installed on the inner wall of the grooves 62. One end of the rotating rod 61 is fixedly connected to the inner wall of the damping bearings 63. A rotating roller 64 is fixedly installed on the outer wall of the rotating rod 61. Two first insertion rods 65 are fixedly installed on the outer wall of the rotating roller 64. When the bottom plate 1 is hoisted, the workers manually pull the first insertion rods 65. The first insertion rods 65 rotate around the axis of the rotating rod 61 via the rotating roller 64, causing the first insertion rods 65 to open and face vertically downwards. When the bottom plate 1 is hoisted into the subway station pit, the first insertion rods 65 are inserted into pre-drilled through holes in the subway station pit. Concrete is injected into the through holes, surrounding the first insertion rods 65 and improving the stability of the bottom plate 1 after connection with the subway station pit.
[0042] By adopting the above technical solution, when hoisting the base plate 1, the workers manually pull the first insertion rod 65. The first insertion rod 65 rotates around the axis of the rotating rod 61 via the rotating roller 64, so that the first insertion rod 65 opens and faces vertically downward. When the base plate 1 is hoisted into the subway station pit, the first insertion rod 65 is inserted into the reserved through hole in the subway station pit. By injecting concrete into the through hole, the concrete surrounds the first insertion rod 65, improving the stability of the base plate 1 after it is connected to the subway station pit.
[0043] The outer wall of the first insertion rod 65 is fixedly equipped with a uniformly distributed first reinforcing steel bar 66. By setting the first reinforcing steel bar 66, the stability of the first insertion rod 65 after being inserted into the precast concrete can be improved.
[0044] By adopting the above technical solution and setting the first reinforcing steel bar 66, the stability of the first insertion rod 65 after being inserted into the precast concrete is improved.
[0045] The support assembly 7 includes a hollow rod 71. Two cavities 72 are formed on one side of each of the two side plates 2. The hollow rod 71 passes through the cavity 72 and is fixedly connected to the inner wall of the cavity 72. A movable rod 73 is provided on the inner wall of the hollow rod 71. A support plate 74 is fixedly installed at the end of the movable rod 73 away from the hollow rod 71. Evenly distributed second insertion rods 75 are fixedly installed on the side of the support plate 74 away from the movable rod 73. After the side plates 2 and the bottom plate 1 are assembled, the second insertion rods 75 are horizontally inserted into the pre-reserved through holes on the side of the subway station pit, and concrete is injected into the through holes, surrounding the second insertion rods 75. To improve the stability of the side plate 2, the inner wall of the hollow rod 71 has two grooves 77, and a slider 78 is slidably connected to the inner wall of the groove 77. The slider 78 can slide horizontally along the inner wall of the groove 77. Two adjacent sliders 78 are fixedly connected to one end of a movable rod 73. The slider 78 can keep the movable rod 73 moving horizontally. A telescopic spring 79 is fixedly installed on the inner wall of the hollow rod 71. One end of the telescopic spring 79 is fixedly connected to one end of the movable rod 73. By setting the telescopic spring 79, the distance between the second plug rod 75 and the side plate 2 can be easily adjusted.
[0046] By adopting the above technical solution, by setting the slide groove 77 and the slider 78, the slider 78 can keep the movable rod 73 moving in the horizontal direction. By setting the telescopic spring 79, the telescopic spring 79 can easily adjust the distance between the second plug rod 75 and the side plate 2. After the side plate 2 and the bottom plate 1 are assembled, the second plug rod 75 is horizontally inserted into the through hole reserved on the side of the subway pit, and concrete is injected into the through hole. The concrete surrounds the second plug rod 75, improving the stability of the side plate 2.
[0047] The outer wall of the second insertion rod 75 is fixedly equipped with a uniformly distributed second reinforcing steel bar 76. By setting the second reinforcing steel bar 76, the stability of the second insertion rod 75 after being inserted into the precast concrete can be improved.
[0048] By adopting the above technical solution and setting a second reinforcing steel bar 76, the stability of the second insertion rod 75 after being inserted into the precast concrete is improved.
[0049] Working principle: When it is necessary to assemble the bottom plate 1, side plate 2 and top plate 3, the workers first inject concrete into the through hole in the inner wall of the subway station pit, and then manually pull multiple first plug-in rods 65. The multiple first plug-in rods 65 rotate around the axis of the corresponding rotating rod 61 through the corresponding rotating roller 64, so that the multiple first plug-in rods 65 open and face vertically downward.
[0050] When the base plate 1 is hoisted into the subway station pit, multiple first plug-in rods 65 are vertically inserted into the pre-reserved through holes in the subway station pit. The injected concrete surrounds the multiple first plug-in rods 65, improving the stability of the base plate 1 after it is connected to the subway station pit.
[0051] Subsequently, grout is injected into multiple first grouting sleeves 41 on the upper surface of the base plate 1 and filled. Then, two side plates 2 are hoisted by an external crane. Multiple second reinforcing bars 46 on the lower end face of the two side plates 2 are vertically inserted into the corresponding first grouting sleeves 41 and contact the upper ends of the first reinforcing bars 43 in the multiple first grouting sleeves 41. After the grout in the multiple first grouting sleeves 41 solidifies, the two side plates 2 and the base plate 1 are assembled, thereby effectively improving the convenience of assembling the side plates 2 and the base plate 1.
[0052] While assembling the side plate 2 and the bottom plate 1, concrete is injected into the through holes of the subway pit sidewall, and multiple second plug rods 75 on one side of the two side plates 2 are horizontally inserted into multiple through holes. After the concrete solidifies, the multiple second plug rods 75 are fixed to the sidewall of the subway pit, thereby improving the stability of the side plate 2.
[0053] After the two side plates 2 and the bottom plate 1 are assembled, the workers inject grout into the multiple second grouting sleeves 51 on the upper surface of the two side plates 2 respectively. Then, the top plate 3 is hoisted by an external crane. The multiple fourth steel bars 56 on the lower surface of the top plate 3 are vertically inserted into the multiple second grouting sleeves 51 and contact the upper ends of the multiple third steel bars 53 in the multiple second grouting sleeves 51. After the grout in the multiple second grouting sleeves 51 dries, the assembly of the top plate 3 and the two side plates 2 is completed. This facilitates the assembly of the bottom plate 1, side plates 2 and top plate 3, thereby effectively improving the convenience of assembling the bottom plate 1, side plates 2 and top plate 3.
[0054] Obviously, those skilled in the art can make various modifications and variations to this invention without departing from its spirit and scope. Therefore, if these modifications and variations fall within the scope of the claims of this invention and their equivalents, this invention also intends to include these modifications and variations.
Claims
1. A prefabricated subway station structure, comprising a base plate (1), two side plates (2) and a top plate (3), characterized in that: A first assembly mechanism (4) is provided between the bottom plate (1) and the two side plates (2), and a second assembly mechanism (5) is provided between the two side plates (2) and the top plate (3). A connecting component (6) is provided on the side of the bottom plate (1) away from the two side plates (2), and a support component (7) is provided on one side of each of the two side plates (2). The connecting assembly (6) includes a rotating rod (61). The bottom plate (1) has a uniformly distributed bottom groove (62) on the side away from the side plate (2). The inner wall of the bottom groove (62) is fixedly installed with a uniformly distributed damping bearing (63). One end of the rotating rod (61) is fixedly connected to the inner wall of the damping bearing (63). The outer wall of the rotating rod (61) is fixedly installed with a rotating roller (64). The outer wall of the rotating roller (64) is fixedly installed with two first plug-in rods (65). The outer wall of the first plug-in rods (65) is fixedly installed with a uniformly distributed first reinforcing steel bar (66). The support assembly (7) includes a hollow rod (71), and two cavities (72) are opened on one side of each of the two side plates (2). The hollow rod (71) passes through the cavity (72) and is fixedly connected to the inner wall of the cavity (72). A movable rod (73) is provided on the inner wall of the hollow rod (71). A support plate (74) is fixedly installed at the end of the movable rod (73) away from the hollow rod (71). A second plug rod (74) is fixedly installed on the side of the support plate (74) away from the movable rod (73). 75), the inner wall of the hollow rod (71) has two sliding grooves (77), the inner wall of the sliding groove (77) is slidably connected to a slider (78), two adjacent sliders (78) are fixedly connected to one end of a movable rod (73), the inner wall of the hollow rod (71) is fixedly installed with a telescopic spring (79), one end of the telescopic spring (79) is fixedly connected to one end of the movable rod (73); the outer wall of the second plug rod (75) is fixedly installed with a uniformly distributed second reinforcing steel bar (76).
2. The prefabricated subway station structure as described in claim 1, characterized in that, The bottom plate (1) and the top plate (3) are provided with uniformly distributed first filling grooves (11) on both sides, and the two side plates (2) are provided with second filling grooves (21) on both sides.
3. The prefabricated subway station structure as described in claim 1, characterized in that, The first assembly mechanism (4) includes a first grouting sleeve (41). The bottom plate (1) has a uniformly distributed first slot (42) on one side near the two side plates (2). A first reinforcing bar (43) is fixedly installed at one end of the first grouting sleeve (41). The outer wall of the first grouting sleeve (41) and the inner wall of the first slot (42) are fixedly connected.
4. A prefabricated subway station structure as described in claim 3, characterized in that, Both side plates (2) are fixedly installed with a first grouting material (44) on the side closest to the bottom plate (1). The side of the first grouting material (44) away from the side plate (2) is in contact with the upper surface of the bottom plate (1). Both of the first grouting materials (44) have evenly distributed first perforations (45) on their surfaces. Both of the side plates (2) are fixedly installed with evenly distributed second reinforcing bars (46) on the side closest to the bottom plate (1). The end of the second reinforcing bar (46) away from the side plate (2) passes through the first perforation (45) and the first grouting sleeve (41) and is in contact with the end of the first reinforcing bar (43).
5. A prefabricated subway station structure as described in claim 1, characterized in that, The second assembly mechanism (5) includes a second grouting sleeve (51). The two side plates (2) are provided with evenly distributed second slots (52) on the side near the top plate (3). A third steel bar (53) is fixedly installed at one end of the second grouting sleeve (51). The outer wall of the second grouting sleeve (51) and the inner wall of the second slot (52) are fixedly connected.
6. A prefabricated subway station structure as described in claim 5, characterized in that, Two second grouting materials (54) are fixedly installed on the side of the top plate (3) near the side plate (2). The side of the second grouting material (54) away from the top plate (3) is in contact with the upper surface of the side plate (2). The surfaces of the two second grouting materials (54) are provided with evenly distributed second perforations (55). A fourth steel bar (56) is fixedly installed on the side of the top plate (3) near the side plate (2). The end of the fourth steel bar (56) away from the top plate (3) passes through the second perforation (55) and the second grouting sleeve (51) and is in contact with one end of the third steel bar (53).