Rapid construction method for integrated middle partition wall

Abstract

The invention relates to a rapid construction method for an integrated mid-partition wall and relates to the technical field of tunnel mid-partitions, a tunnel comprises a tunnel inner wall and a tunnel road, a connecting top beam is arranged at the top of the tunnel inner wall and comprises a top beam module and a top beam frame, and the top beam frame is arranged in the top beam module; a plurality of groups of fixed block foundations are connected between the partition wall fixed connecting block and the tunnel road, and a pouring frame is connected between the partition wall fixed connecting block and the connecting top beam; the mounting position of the mid-partition board is more accurate by presetting the rails at the top and the bottom, the structure of the mid-partition is integrally formed by using the prefabricated parts for mounting and pouring, quick construction and mounting can be achieved, the construction period is shortened, vibration beating treatment can be conducted after pouring is completed, and the construction efficiency is improved. And the top of the mid-partition wall is fixedly filled with the prefabricated part, so that the poured mid-partition wall is prevented from hollowing.

Description

Technical Field

[0001] The present application relates to the technical field of tunnel partition walls, and in particular to a method for rapid construction of an integrated partition wall. Background Art

[0002] For the joint arch tunnel excavated in the soft soil layer, the middle pilot tunnel method is generally used. The middle pilot tunnel method requires casting the middle partition wall in the tunnel, and finally excavating the main hole with a larger cross-sectional area on both sides of the middle partition wall. After searching, the existing patent publication number is CN204877498U, which discloses a partition wall trolley in a tunnel inclined shaft, including a vertical template, a hydraulic cylinder, a gantry, a rod, a pull rod and a bottom arc template, a top arc template, and a vertical template arranged on both sides of the tunnel centerline. A top arc template is provided on the top of the vertical template. A number of pull rods are connected between the vertical templates on both sides. The outer side of the vertical template is respectively connected to the gantry in the left and right tunnels. The gantry is fixedly connected to the tunnel through a screw sleeve. The upper and lower hydraulic cylinders connected to the vertical template are fixed on the gantry. A sliding rod connected to the vertical template is provided in the middle of the gantry. The structure is simple, time-saving and labor-saving, solving safety hazards, saving labor costs and liberating labor. The inventor found the following problems in the prior art during the implementation of the utility model: The existing middle partition wall trolley cannot pat the middle partition wall to defoam after pouring. If the vibration and defoaming cannot be performed in time during the pouring process, the middle partition wall may have hollows after pouring, which will affect the quality of the middle partition wall. In addition, since the pouring is carried out in the tunnel, holes will appear on the top during the pouring process, which will make the top strength of the middle partition wall insufficient.

[0003] Therefore, in view of the above-mentioned related technical problems, a rapid construction method for an integrated middle partition wall is proposed.

[0004] Application Contents In order to overcome the above-mentioned defects of the prior art, the present application provides an integrated middle partition wall rapid construction method to solve the problems raised in the above-mentioned background technology.

[0005] To achieve the above-mentioned purpose, the present application provides the following technical solution: a method for rapid construction of an integrated middle partition wall, the construction method comprising the following steps: Step 1: Tunnel pretreatment, first pre-set the connecting top beam on the top of the inner wall of the tunnel, and lay the partition wall fixed connecting block and the trolley slide rail at the bottom of the tunnel road, and then lay the casting frame between the connecting top beam and the partition wall fixed connecting block; Step 2: Construction preparation, transport the prefabricated middle partition wall panels and the trolley to the construction site, connect the trolley with the trolley slide rail, and after the trolley connection is completed, connect the middle partition wall panels to the jack of the trolley; Step 3: Connect the middle partition wall panels. Use the jack to adjust the distance between the two sets of middle partition wall panels, and insert the two ends of the middle partition wall panels into the No. 1 installation slot of the partition wall fixed connection block and the No. 2 installation slot connecting the top beam respectively; Step 4: The middle partition wall panels are pulled and installed. The trolley drive drives the trolley to slide between the trolley rails and the connecting top beams, and the trolley drives the middle partition wall panels to be installed and laid in the tunnel; Step 5: Encapsulation and pouring of the middle partition wall panels. After the middle partition wall panels on both sides are installed and connected, the middle partition wall sealing plates are installed and connected between the two ends of the two sets of middle partition wall panels, and poured and formed through the pouring holes; Step 6: After the middle partition wall is formed and poured, the hammer rod is driven by a vibration device to vibrate and hammer. When the poured concrete solidifies, the trolley is removed and the trolley slide rail is disassembled.

[0006] Preferably, the tunnel includes a tunnel inner wall and a tunnel road, and the connecting top beam is arranged on the top of the tunnel inner wall, the connecting top beam includes a top beam module and a top beam frame, and the top beam frame is arranged in the top beam module.

[0007] Preferably, multiple groups of fixed block foundations are connected between the partition wall fixed connection block and the tunnel road, and two groups of the No. 1 installation slides are arranged on the top of the partition wall fixed connection block, and two groups of the No. 2 installation slides are arranged at the bottom of the top beam frame, and a casting frame is connected between the partition wall fixed connection block and the connecting top beam.

[0008] Preferably, a plurality of groups of reinforcing ribs are provided on the outer side of the middle partition wall panel, and a middle partition wall frame is provided inside the middle partition wall panel, the casting hole is provided at the top of one side of the middle partition wall sealing plate, and two groups of installation and fixing grooves which are respectively embedded with the outer side of the No. 1 installation groove are provided at the bottom of the middle partition wall sealing plate.

[0009] Preferably, the trolleys are provided with two groups, and the two groups of trolleys are symmetrical to each other, the trolleys include multiple groups of supporting columns and multiple groups of supporting cross plates, and the multiple groups of supporting cross plates are connected between the multiple groups of supporting columns, and the multiple groups of jacks are connected to the inner side of the trolleys.

[0010] Preferably, one end of the telescopic shaft of the jack is connected to a partition wall connecting fixture, and the partition wall connecting fixture is threadedly connected to a clamping bolt, the trolley driver is arranged at the bottom of the trolley, and multiple groups of the vibration devices are arranged between two groups of trolleys.

[0011] Preferably, the vibration device includes a central driving block and two groups of symmetrical driving push rods, and the two groups of driving push rods are respectively connected to the two ends of the central driving block. A transmission gear and a driving gear are arranged in the central driving block, and the transmission gear and the driving gear are connected by a connecting shaft.

[0012] Preferably, a driving cylinder is provided on the top of the central driving block, and a driving gear plate meshing with a driving gear is connected to the output shaft of the driving cylinder, a driving rack is provided on the inner side of the driving push rod, and both sets of the driving racks are meshed with the transmission gear.

[0013] Preferably, a connecting slide rod is provided in the supporting cross plate, one end of the driving push rod away from the central driving block is connected to a driving connecting plate, and both ends of the driving connecting plate are respectively connected to the connecting slide rod and the hammering rod.

[0014] Preferably, a hammer head is provided at one end of the hammer rod close to the central driving block, and a connecting slide is connected to one end of the hammer rod away from the hammer head, and one end of the connecting slide is sleeved on the connecting slide rod.

[0015] Technical effects and advantages of this application: 1. Compared with the prior art, this integrated middle partition wall rapid construction method makes the installation position of the middle partition wall panel more accurate by pre-setting the top and bottom tracks, and pre-arranges a connecting top beam on the top of the inner wall of the tunnel, and the connecting top beam is connected to the top of the inner wall of the tunnel through a top beam frame. By laying a fixed block foundation on the tunnel road and connecting a prefabricated partition wall fixed connecting block on the fixed block foundation, the two ends of the middle partition wall panel are respectively inserted into the No. 1 installation slide groove of the partition wall fixed connecting block and the No. 2 installation slide groove of the connecting top beam.

[0016] 2. Compared with the prior art, this integrated middle partition wall rapid construction method uses prefabricated components for installation and pouring, so that the structure of the middle partition wall is integrated and can be quickly constructed and installed, reducing the construction period. The connecting top beam and the middle partition wall panels are prefabricated components. The middle partition wall panels are installed and laid in the tunnel by a trolley. After the middle partition wall panels on both sides are installed and connected, the middle partition wall sealing plate is installed and connected between the two ends of the two groups of middle partition wall panels. The middle partition wall sealing plate is engaged with the No. 1 installation slide groove through the installation and fixing slide groove at the bottom thereof, and is cast and formed through the casting hole.

[0017] 3. Compared with the prior art, this integrated middle partition wall rapid construction method can be vibrated and beaten after pouring, and the top of the middle partition wall is fixed and filled by prefabricated parts, so that the middle partition wall after pouring will not be hollow. The middle partition wall is formed and after pouring, the vibrating device drives the hammering rod to vibrate and hammer, and the hammering rod hammers the middle partition wall board with the hammer head during the movement, thereby completing the defoaming work of the pouring, and filling the space between the tops of the two groups of middle partition wall boards by connecting the top beam to avoid hollowing of the top of the middle partition wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1It is a schematic diagram of the structure of the tunnel of this application; Figure 2 This is a schematic diagram of the structure of the fixed connection block of the partition wall of this application; Figure 3 This is a schematic diagram of the cross-section of the connection top beam for this application; Figure 4 This is a schematic diagram of the structure of the partition board in this application; Figure 5 This is a schematic diagram of the structure of the trolley in this application; Figure 6 This is a schematic structural diagram of a cross section of the vibration device of the present application; Figure 7 This is a schematic diagram of the structure of the transmission gear of this application; Figure 8 It is a structural schematic diagram of the beating rod of this application.

[0019] The accompanying drawings are marked as follows: 1, tunnel; 11, tunnel inner wall; 12, tunnel road; 2, partition wall fixed connection block; 21, No. 1 installation slide; 22, fixed block foundation; 3, connecting top beam; 31, top beam module; 311, No. 2 installation slide; 32, top beam frame; 4, trolley slide rail; 5, middle partition wall board; 51, reinforcement rib; 52, middle partition wall sealing plate; 521, casting hole; 522, installation fixed slide; 53, middle partition wall frame; 6, casting frame; 7, trolley; 7 1. Support column; 72. Support cross plate; 721. Connecting slide bar; 73. Trolley driver; 74. Jack; 741. Partition wall connecting fixture; 742. Clamping bolt; 75. Hammer; 76. Beating rod; 761. Connecting slide plate; 8. Vibrating device; 81. Center drive block; 811. Transmission gear; 812. Drive gear; 82. Drive push rod; 821. Drive rack; 822. Drive connecting plate; 83. Drive cylinder; 831. Drive gear plate. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0021] As attached Figures 1 to 8 The invention provides a rapid construction method for an integrated partition wall, the construction method comprising the following steps: Step 1: pre-treatment of the tunnel 1, firstly, pre-arranging a connecting top beam 3 on the top of the inner wall of the tunnel inner wall 11, and laying a partition wall fixed connecting block 2 and a trolley slide rail 4 at the bottom of the tunnel road 12, and then laying a casting frame 6 between the connecting top beam 3 and the partition wall fixed connecting block 2; Step 2: Construction preparation, transport the prefabricated middle partition wall panel 5 and the trolley 7 to the construction site, connect the trolley 7 to the trolley slide rail 4, and after the trolley 7 is connected, connect the middle partition wall panel 5 to the jack 74 of the trolley 7; Step 3: Connect the middle partition wall panels 5. Use the jack 74 to adjust the distance between the two sets of middle partition wall panels 5, and insert the two ends of the middle partition wall panels 5 into the No. 1 mounting slot 21 of the partition wall fixed connection block 2 and the No. 2 mounting slot 311 of the connecting top beam 3 respectively; Step 4: The middle partition wall panel 5 is pulled and installed. The trolley driver 73 drives the trolley 7 to slide between the trolley slide rail 4 and the connecting top beam 3, and the trolley 7 drives the middle partition wall panel 5 to be installed and laid in the tunnel 1; Step 5: Encapsulation and pouring of the middle partition wall panels 5. After the middle partition wall panels 5 on both sides are installed and connected, the middle partition wall sealing plate 52 is installed and connected between the two ends of the two groups of middle partition wall panels 5, and poured and formed through the pouring holes 521; Step 6: After the middle partition wall is formed and poured, the vibrating device 8 drives the hammering rod 76 to vibrate and hammer, and when the poured concrete solidifies, the trolley 7 is moved out and the trolley slide rail 4 is disassembled.

[0022] As a preferred embodiment, the tunnel 1 includes a tunnel inner wall 11 and a tunnel road 12, and a connecting top beam 3 is arranged at the top of the tunnel inner wall 11, the connecting top beam 3 includes a top beam module 31 and a top beam frame 32, and the top beam frame 32 is arranged in the top beam module 31; the connecting top beam 3 is a prefabricated module, and the connecting top beam 3 is connected to the top of the tunnel inner wall 11 through the top beam frame 32, and the top beam frame 32 is a steel frame, and the connecting top beam 3 is used to fill the space between the tops of the two groups of middle partition wall panels 5 to avoid hollowing at the top of the middle partition wall.

[0023] As a preferred embodiment, multiple groups of fixed block foundations 22 are connected between the partition wall fixed connection block 2 and the tunnel road 12, and two groups of No. 1 installation slides 21 are arranged on the top of the partition wall fixed connection block 2, and two groups of No. 2 installation slides 311 are arranged at the bottom of the top beam frame 32, and a casting frame 6 is connected between the partition wall fixed connection block 2 and the connecting top beam 3; by laying the fixed block foundation 22 on the tunnel road 12, and connecting the prefabricated partition wall fixed connection block 2 on the fixed block foundation 22, and the casting frame 6 between the partition wall fixed connection block 2 and the connecting top beam 3 is a steel frame, and the casting frame 6 is the main supporting structure of the middle partition wall.

[0024] As a preferred embodiment, multiple groups of reinforcing ribs 51 are arranged on the outer side of the middle partition wall panel 5, and a middle partition wall frame 53 is arranged inside the middle partition wall panel 5, a casting hole 521 is arranged on the top of one side of the middle partition wall sealing plate 52, and two groups of mounting and fixing grooves 522 respectively engaged with the outer side of the No. 1 mounting groove 21 are arranged at the bottom of the middle partition wall sealing plate 52; the middle partition wall panel 5 is a prefabricated component, and the middle partition wall panel 5 is strengthened and stabilized by the reinforcing ribs 51, and the middle partition wall frame 53 is also a steel structure to prevent The middle partition wall panel 5 is deformed during the installation and pouring process, and is surrounded by two groups of middle partition wall panels 5 and two groups of middle partition wall sealing panels 52 to form a closed structure. The middle partition wall sealing panels 52 can be connected and fixed by conventional brackets or bolt connecting plates, and after the installation is completed, the pouring work is carried out through the pouring holes 521. The middle partition wall sealing panels 52 are engaged with the No. 1 installation slide groove 21 through the installation and fixing slide groove 522 at the bottom thereof to limit the middle partition wall sealing panels 52, which is convenient for subsequent installation and fixation and forms a relatively closed space.

[0025] As a preferred embodiment, two groups of trolleys 7 are provided, and the two groups of trolleys 7 are symmetrical to each other. The trolleys 7 include multiple groups of supporting columns 71 and multiple groups of supporting cross plates 72, and the multiple groups of supporting cross plates 72 are connected between the multiple groups of supporting columns 71, and multiple groups of jacks 74 are connected to the inner side of the trolley 7; the trolley 7 is composed of multiple groups of supporting columns 71 and multiple groups of supporting cross plates 72, and the two groups of trolleys 7 drive the two groups of middle partition wall panels 5 to move, and the jacks 74 drive the middle partition wall panels 5 to move, and squeeze and fix the middle partition wall panels 5.

[0026] As a preferred embodiment, one end of the telescopic shaft of the jack 74 is connected to a partition wall connecting clamp 741, and the partition wall connecting clamp 741 is threadedly connected to a clamping bolt 742, the trolley driver 73 is arranged at the bottom of the trolley 7, and multiple groups of vibration devices 8 are arranged between two groups of trolleys 7; the jack 74 is connected to the reinforcing rib 51 on the middle partition wall panel 5 through the partition wall connecting clamp 741, and the middle partition wall panel 5 is clamped and fixed by rotating the clamping bolt 742 and the partition wall connecting clamp 741. The connection and driving method of the trolley driver 73 and the trolley slide rail 4 are existing mature technologies.

[0027] As a preferred embodiment, the vibration device 8 includes a central driving block 81 and two groups of mutually symmetrical driving push rods 82, and the two groups of driving push rods 82 are respectively connected to the two ends of the central driving block 81, and a transmission gear 811 and a driving gear 812 are arranged in the central driving block 81, and the transmission gear 811 and the driving gear 812 are connected by a connecting shaft; the vibration device 8 is used to oscillate and defoam the two groups of middle partition wall panels 5 after casting, and the vibration device 8 is respectively connected to the two groups of trolleys 7 through the two groups of driving push rods 82.

[0028] As a preferred embodiment, a driving cylinder 83 is provided on the top of the central driving block 81, and a driving gear plate 831 meshing with the driving gear 812 is connected to the output shaft of the driving cylinder 83, and a driving rack 821 is provided on the inner side of the driving push rod 82, and the two sets of driving racks 821 are meshed with the transmission gear 811; the central driving block 81 drives the two sets of driving push rods 82 to perform telescopic movement through the driving cylinder 83, and the driving gear plate 831 is driven by the driving cylinder 83 to perform telescopic movement, and the driving gear plate 831 drives the driving gear 812 to rotate during the telescopic movement, and the driving gear 812 drives the transmission gear 811 to rotate through the connecting shaft during the rotation, and the transmission gear 811 drives the driving rack 821 to perform telescopic sliding during the rotation, and the driving rack 821 drives the driving push rod 82 to perform telescopic movement during the sliding process.

[0029] As a preferred embodiment, a connecting slide rod 721 is provided in the supporting cross plate 72, and the end of the driving push rod 82 away from the central driving block 81 is connected to a driving connecting plate 822, and the two ends of the driving connecting plate 822 are respectively connected to the connecting slide rod 721 and the hammering rod 76; during the sliding process, the driving push rod 82 drives the hammering rod 76 to move through the driving connecting plate 822, and one end of the driving connecting plate 822 slides on the connecting slide rod 721 in the supporting cross plate 72, thereby making the driving connecting plate 822 slide more smoothly.

[0030] As a preferred embodiment, a hammer head 75 is provided at one end of the hammering rod 76 close to the central driving block 81, and a connecting slide 761 is connected to the end of the hammering rod 76 away from the hammer head 75, and one end of the connecting slide 761 is sleeved on the connecting slide rod 721; the hammering rod 76 hammers the middle partition wall board 5 through the hammer head 75, and the hammering rod 76 slides on the connecting slide rod 721 through the connecting slide rod 761 during the sliding process, so that its sliding is more stable.

[0031] The working process of the present application is as follows: firstly, a connecting top beam 3 is pre-arranged on the top of the inner wall of the tunnel inner wall 11, and the connecting top beam 3 is connected to the top of the tunnel inner wall 11 through a top beam frame 32, by laying a fixed block foundation 22 on the tunnel road 12, and connecting a prefabricated partition wall fixed connecting block 2 on the fixed block foundation 22, and laying a trolley slide rail 4 on both sides of the partition wall fixed connecting block 2, and then laying a casting frame 6 between the connecting top beam 3 and the partition wall fixed connecting block 2; The prefabricated middle partition wall panel 5 and the trolley 7 are transported to the construction site, and the trolley 7 is connected to the trolley slide rail 4. After the trolley 7 is connected, the middle partition wall panel 5 is connected to the jack 74 of the trolley 7. The jack 74 is connected to the reinforcing rib 51 on the middle partition wall panel 5 through the partition wall connection clamp 741. The middle partition wall panel 5 is clamped and fixed by rotating the clamping bolt 742 and the clamping bolt 742 and the partition wall connection clamp 741; The middle partition wall panels 5 are pulled and installed, and the trolley driver 73 drives the trolley 7 to slide and move between the trolley slide rail 4 and the connecting top beam 3, and the trolley 7 drives the middle partition wall panels 5 to be installed and laid in the tunnel 1. After the middle partition wall panels 5 on both sides are installed and connected, the middle partition wall sealing plate 52 is installed and connected between the two ends of the two groups of middle partition wall panels 5, and the middle partition wall sealing plate 52 is engaged with the No. 1 installation sliding groove 21 through the installation fixing sliding groove 522 at the bottom thereof, and is cast and formed through the casting hole 521; After the middle partition wall is formed and poured, the vibrating device 8 drives the beating rod 76 to vibrate and beat, and the central driving block 81 drives two sets of driving push rods 82 to move telescopically through the driving cylinder 83, and the driving cylinder 83 drives the driving gear plate 831 to move telescopically, and the driving gear plate 831 drives the driving gear 812 to rotate during the telescopic movement, and the driving gear 812 drives the transmission gear 811 to rotate through the connecting shaft during the rotation, and the transmission gear 811 drives the driving rack 821 to slide telescopically during the rotation, and the driving rack 821 drives the driving push rod 82 to move telescopically during the sliding process, and the driving push rod 82 drives the beating rod 76 to move through the driving connecting plate 822 during the sliding process, and the beating rod 76 beats the middle partition wall plate 5 through the hammer head 75 during the movement, thereby completing the defoaming work of the pouring, and when the poured concrete is solidified, the trolley 7 is moved out and the trolley slide rail 4 is disassembled. The above is the working principle of this integrated middle partition wall rapid construction method.

[0032] Finally: The above description is only a preferred embodiment of the present application and is not intended to limit the present application. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present application should be included in the protection scope of the present application.

Claims

1. A rapid construction method for an integrated middle partition wall, characterized in that: The construction method comprises the following steps: Step 1: pre-treating the tunnel (1), firstly, pre-arranging a connecting top beam (3) on the top of the inner wall of the tunnel inner wall (11), laying a partition wall fixed connecting block (2) and a trolley slide rail (4) at the bottom of the tunnel road (12), and then laying a casting frame (6) between the connecting top beam (3) and the partition wall fixed connecting block (2); Step 2: Construction preparation, transporting the prefabricated middle partition wall panel (5) and the trolley (7) to the construction site, connecting the trolley (7) to the trolley slide rail (4), and after the trolley (7) is connected, connecting the middle partition wall panel (5) to the jack (74) of the trolley (7); Step 3: Connect the middle partition wall panels (5), adjust the distance between the two sets of middle partition wall panels (5) by using the jack (74), and insert the two ends of the middle partition wall panels (5) into the No. 1 mounting groove (21) of the partition wall fixed connection block (2) and the No. 2 mounting groove (311) of the connecting top beam (3) respectively; Step 4: The middle partition wall panel (5) is pulled and installed, and the trolley (7) is driven by the trolley driver (73) to slide between the trolley slide rail (4) and the connecting top beam (3), and the middle partition wall panel (5) is driven by the trolley (7) to be installed and laid in the tunnel (1); Step 5: encapsulating and pouring the middle partition wall panels (5). After the middle partition wall panels (5) on both sides are installed and connected, a middle partition wall sealing plate (52) is installed and connected between the two ends of the two sets of middle partition wall panels (5), and poured and formed through the pouring holes (521); Step 6: After the middle partition wall is formed and poured, the vibrating device (8) drives the hammering rod (76) to vibrate and hammer, and when the poured concrete solidifies, the trolley (7) is removed and the trolley slide rail (4) is disassembled.

2. The integrated middle partition wall rapid construction method according to claim 1 is characterized by: The tunnel (1) comprises a tunnel inner wall (11) and a tunnel road (12), and the connecting top beam (3) is arranged on the top of the tunnel inner wall (11), the connecting top beam (3) comprises a top beam module (31) and a top beam frame (32), and the top beam frame (32) is arranged in the top beam module (31).

3. The integrated middle partition wall rapid construction method according to claim 2 is characterized by: A plurality of sets of fixed block foundations (22) are connected between the partition wall fixed connection block (2) and the tunnel road (12), two sets of the No. 1 mounting chutes (21) are arranged on the top of the partition wall fixed connection block (2), and two sets of the No. 2 mounting chutes (311) are arranged on the bottom of the top beam frame (32), and a casting frame (6) is connected between the partition wall fixed connection block (2) and the connecting top beam (3).

4. The integrated middle partition wall rapid construction method according to claim 1 is characterized by: The outer side of the middle partition wall plate (5) is provided with a plurality of groups of reinforcing ribs (51), and a middle partition wall frame (53) is provided inside the middle partition wall plate (5), the casting hole (521) is provided at the top of one side of the middle partition wall sealing plate (52), and the bottom of the middle partition wall sealing plate (52) is provided with two groups of mounting fixing grooves (522) respectively engaged with the outer sides of the first mounting grooves (21).

5. The integrated middle partition wall rapid construction method according to claim 1 is characterized by: The trolley (7) is provided with two groups, and the two groups of trolleys (7) are symmetrical to each other. The trolley (7) comprises multiple groups of supporting columns (71) and multiple groups of supporting transverse plates (72), and the multiple groups of supporting transverse plates (72) are connected between the multiple groups of supporting columns (71), and the multiple groups of jacks (74) are all connected to the inner side of the trolley (7).

6. The integrated middle partition wall rapid construction method according to claim 5 is characterized by: One end of the telescopic shaft of the jack (74) is connected to a partition wall connection fixture (741), and a clamping bolt (742) is threadedly connected to the partition wall connection fixture (741). The trolley driver (73) is arranged at the bottom of the trolley (7), and a plurality of groups of the vibration devices (8) are arranged between two groups of trolleys (7).

7. The integrated middle partition wall rapid construction method according to claim 6 is characterized by: The vibration device (8) comprises a central driving block (81) and two groups of mutually symmetrical driving push rods (82), and the two groups of driving push rods (82) are respectively connected to two ends of the central driving block (81), and a transmission gear (811) and a driving gear (812) are arranged in the central driving block (81), and the transmission gear (811) and the driving gear (812) are connected via a connecting shaft.

8. The integrated middle partition wall rapid construction method according to claim 7 is characterized by: A driving cylinder (83) is arranged on the top of the central driving block (81), and a driving gear plate (831) meshing with the driving gear (812) is connected to the output shaft of the driving cylinder (83). A driving rack (821) is arranged on the inner side of the driving push rod (82), and two sets of the driving racks (821) are meshed with the transmission gear (811).

9. The integrated middle partition wall rapid construction method according to claim 8, characterized in that: A connecting slide bar (721) is arranged in the supporting transverse plate (72), one end of the driving push rod (82) away from the central driving block (81) is connected to a driving connecting plate (822), and two ends of the driving connecting plate (822) are respectively connected to the connecting slide bar (721) and the beating rod (76).

10. The integrated middle partition wall rapid construction method according to claim 9, characterized in that: A hammer head (75) is provided at one end of the hammer rod (76) close to the central driving block (81), and a connecting slide plate (761) is connected to one end of the hammer rod (76) away from the hammer head (75), and one end of the connecting slide plate (761) is sleeved on the connecting slide rod (721).

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