Bridge deck splicing construction method

Abstract

The invention relates to a bridge deck splicing construction method, and belongs to the technical field of bridge deck splicing. According to the scheme, a sliding groove hole and a sliding block are arranged, firstly, a bridge deck slab is lifted to the top of the sliding groove hole of a first bridge slab through a crane, and the bridge deck slab is lowered through the crane; one side of the sliding block of the bridge deck slab is connected with one side of the sliding groove hole in a matched mode, and due to the fact that only one side of the sliding block is connected with one side of the sliding groove hole in a matched mode, matching of the sliding block and the sliding groove hole is easily guaranteed; meanwhile, due to the fact that the sliding blocks are matched with the sliding groove holes, the bridge deck is limited to only move in the arrangement direction of the sliding groove holes, matching of the sliding blocks and the sliding groove holes cannot be affected even if the sliding blocks are blown by sea wind, connection between the bridge deck and the head bridge deck is smoothly achieved, then the bridge deck is pulled through pulling of the sliding oil cylinders, and therefore the bridge deck can be fixed. And the complete matching of the sliding block and the sliding groove hole is realized.

Description

Technical Field

[0001] The invention belongs to the technical field of bridge deck splicing, and in particular relates to a bridge deck splicing construction method. Background Art

[0002] The bridge deck, also known as the roadway deck, is a load-bearing structure that directly bears the wheel pressure of vehicles. In terms of structure, it is usually connected to the beam ribs and diaphragms of the main beam as a whole, so that it can not only transmit the vehicle load to the main beam, but also constitute an integral part of the main beam cross section and ensure the overall function of the main beam. The bridge deck is generally made of reinforced concrete and can be subjected to transverse prestressing.

[0003] For example, the utility model patent with patent authorization announcement number: CN220468625U discloses a bridge deck that can be quickly spliced, including: a main beam, and a first bridge deck fixedly connected to the top of the main beam. The bridge deck that can be quickly spliced ​​has a first fixed ear plate and a second fixed ear plate that are staggered and contacted, and is fixed by a mounting plate to position the first bridge deck and the second bridge deck, and the fixing rod is connected to the mounting plate by a limit plate to be clamped in the mounting to fix the mounting plate; the steel bar is limited and fixed by a locking buckle in the locking hole, so that the first bridge deck and the second bridge deck are firmly connected; the card plate is clamped in the middle of the first bridge deck and the second bridge deck, so that the first bridge deck and the second bridge deck are limited, and the fixing bolt is threadedly connected in the thread groove, so that the card plate can be fixed, and the first connecting plate and the second connecting plate are respectively clamped and penetrated through the first bayonet and the second bayonet to clamp and position the card plate.

[0004] Based on the search of patent authorization announcement numbers and the shortcomings found therein: Existing bridge deck splicing is to pass fixing bolts between two adjacent bridge decks to lock the two adjacent bridge decks, so as to achieve the connection between the two bridge decks; however, such a setting has a very high positional accuracy of the two bridge decks, and there is a situation where the fixing bolts cannot be passed through the bolt holes because the bolt holes of the two adjacent bridge decks cannot be aligned; especially for bridge deck splicing at sea, due to the strong sea breeze, the bridge deck is prone to shaking during installation, making it difficult to align the bolt holes of the two bridge decks, thereby slowing down the construction speed and efficiency of the bridge deck splicing. Summary of the invention

[0005] In order to solve the problem of bridge deck splicing at sea, due to the strong sea breeze, the bridge deck is prone to shaking during installation, making it difficult to align the bolt holes of the two bridge decks, thereby slowing down the construction speed and efficiency of the bridge deck splicing. The present invention provides a bridge deck splicing construction method.

[0006] The purpose of the present invention can be achieved through the following technical solutions: A bridge deck splicing construction method comprises the following steps: S1: Install several bridge piers in sequence on the sea surface according to the designated positions; S2: a bow bridge deck is provided, wherein the bow bridge deck is provided between the shore and the frontmost bridge pier, and the bow bridge deck is connected to the shore and the frontmost bridge pier respectively; S3: A bridge deck is also provided, a sliding slot is opened at one end of the head bridge deck close to the bridge pier, and a sliding block matching the sliding slot is provided on the bridge deck, and the bridge deck is moved to the top of one side of the head bridge deck by a crane; S4: the crane gradually lowers the height of the bridge deck so that the sliding block cooperates with one side of the sliding slot; S5: A sliding cylinder is provided at one end of the head bridge deck close to the bridge pier, the output end of the sliding cylinder is connected to the sliding block, and the sliding cylinder and the crane work together to pull the bridge deck so that the sliding block is fully matched with the sliding slot; S6: dismantle the sliding oil cylinder and install the sliding oil cylinder on the frontmost bridge deck, wherein a sliding slot hole is provided at one end of the bridge deck away from the head bridge deck, and the sliding slot hole is used to cooperate with the sliding block of the adjacent bridge deck; S7: Repeat steps S3-S6 until all the bridge panels are installed on the bridge piers, disassemble the crane and the sliding cylinder, and complete the splicing of the bridge deck.

[0007] As a preferred technical solution of the present invention, looking downward from the vertical direction, when the sliding block is not yet completely located in the sliding slot, the crane controls the height of the bridge deck so that there is a certain distance between the sliding block and the bottom surface of the sliding slot; when the sliding block is completely located in the sliding slot, the crane controls the height of the bridge deck so that the bottom surface of the sliding block is fitted with the surface of the sliding slot.

[0008] As a preferred technical solution of the present invention, a hinged rod is further provided, and both ends of the hinged rod are detachably hinged to one end of the bridge deck and the output end of the sliding cylinder respectively.

[0009] As a preferred technical solution of the present invention, it also includes a plurality of positioning units, which are respectively matched with a plurality of sliding slots, and any of the positioning units is arranged in the corresponding sliding slot; the positioning unit includes a left baffle unit and a right baffle, the left baffle unit includes a left baffle, the left baffle can be raised and lowered on the left side of the sliding slot, and the right baffle is arranged on the right side of the sliding slot.

[0010] As a preferred technical solution of the present invention, the left baffle unit also includes a lifting spring, the head bridge plate and the bridge deck are both provided with connecting slots, the connecting slots are connected with the sliding slots, the left baffle is telescopically arranged in the connecting slots, and the two ends of the lifting spring are respectively connected to the left baffle and the connecting slots.

[0011] As a preferred technical solution of the present invention, the distance between the left baffle plate and the right baffle plate is equal to the length of the sliding block.

[0012] As a preferred technical solution of the present invention, a filling slot is opened inside the bridge deck, and a sealing slot is opened on the top of the bridge deck. The sealing slot is connected to the filling slot, and the positioning unit also includes a sealing plate and a sealing spring. The sealing plate is slidably arranged in the sealing slot, and the two ends of the sealing spring are respectively connected to the sealing plate and the inner wall of the bridge deck, and the sealing plate can lock or release its sealing cooperation relationship with the sealing slot.

[0013] As a preferred technical solution of the present invention, the positioning unit also includes a sealing rod, the bridge deck is provided with a connecting hole, the sealing rod is slidably connected coaxially with the connecting hole, one end of the sealing rod is connected to the sealing plate, and the other end can lock or release its abutting relationship with the right baffle.

[0014] As a preferred technical solution of the present invention, the bottom height of the filling slot increases or decreases along the laying direction of the bridge deck.

[0015] As a preferred technical solution of the present invention, the following steps are included: S51: Wait until the crane controls the height of the bridge deck to descend, and the bridge deck presses the left baffle on the head bridge deck to shrink into the connecting slot; S52: the output end of the sliding oil cylinder is hingedly connected to one end of the bridge deck, and the output end of the sliding oil cylinder is controlled to contract, so that the bridge deck moves toward the right baffle; S53: After the end surface of the bridge deck is in contact with the right baffle, the crane controls the height of the bridge deck to descend so that the bottom surface of the sliding block is in contact with the bottom surface of the sliding slot; S54: After the sealing rod is fitted with the right baffle, it shrinks in the bridge deck, so that the sealing plate releases its sealing fitting relationship with the sealing slot hole; S55: pouring cement into the filling slot until the interior of the bridge deck is fully filled.

[0016] The beneficial effects of the present invention are: This solution is provided with a sliding slot and a sliding block. First, a crane is used to lift the bridge deck to the top of the sliding slot of the head bridge deck, and the bridge deck is lowered by the crane so that one side of the sliding block of the bridge deck is matched and connected with one side of the sliding slot. Since only one side of the sliding block is matched and connected with one side of the sliding slot, such a setting not only easily ensures the matching of the sliding block and the sliding slot; at the same time, since the sliding block and the sliding slot are matched, the bridge deck is restricted to move only along the setting direction of the sliding slot. Even if the sea breeze blows, it will not affect the matching of the sliding block and the sliding slot, so that the bridge deck can smoothly connect with the head bridge deck, and then the sliding cylinder is pulled. , pull the bridge deck to achieve complete cooperation between the sliding block and the sliding slot hole; then, repeat the above steps to achieve mutual connection between two adjacent bridge decks, which solves the problem that the existing bridge deck splicing is to pass fixing bolts between two adjacent bridge decks, lock the two adjacent bridge decks, so as to achieve the connection between the two bridge decks; however, such a setting has high position accuracy for the two bridge decks, and there is a situation where the fixing bolts cannot be passed through the bolt holes because the bolt holes of the two adjacent bridge decks cannot be aligned; especially for bridge deck splicing at sea, due to the strong sea breeze at sea, the bridge deck is prone to shaking during installation, making it difficult to align the bolt holes of the two bridge decks, thereby slowing down the construction speed and efficiency of bridge deck splicing. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to facilitate understanding by those skilled in the art, the present invention is further described below with reference to the accompanying drawings.

[0018] Figure 1 This is an overall diagram of a bridge deck splicing according to the present invention; Figure 2 A sliding cylinder diagram for bridge deck splicing according to the present invention; Figure 3 A bridge deck diagram of a bridge deck splicing of the present invention; Figure 4 A front cross-sectional view of a bridge deck spliced ​​with a bridge deck according to the present invention; Figure 5 The present invention is a side sectional view of a bridge deck spliced ​​with a bridge deck.

[0019] Description of main symbols: In the figure: 1. bow bridge deck; 2. bridge deck; 201. sealing slot; 202. filling slot; 3. sliding cylinder; 4. hinged rod; 5. lifting spring; 6. left baffle; 7. right baffle; 8. sealing plate; 9. sealing spring; 10. sealing rod; 11. sliding block. DETAILED DESCRIPTION

[0020] In order to further explain the technical means and effects adopted by the present invention to achieve the predetermined invention purpose, the specific implementation mode, structure, characteristics and effects of the present invention are described in detail below in combination with the accompanying drawings and preferred embodiments.

[0021] See also Figure 1-5 This embodiment provides a bridge deck splicing construction method, comprising the following steps: S1: Install several bridge piers in sequence on the sea surface according to the designated positions; S2: A bow bridge deck 1 is provided, and the bow bridge deck 1 is provided between the shore and the frontmost bridge pier, and the bow bridge deck 1 is connected to the shore and the frontmost bridge pier respectively; S3: A bridge deck 2 is also provided. A sliding slot is provided at one end of the head bridge deck 1 close to the bridge pier. The bridge deck 2 is provided with a sliding block 11 that matches the sliding slot. The bridge deck 2 is moved to the top of one side of the head bridge deck 1 by a crane. S4: The crane gradually lowers the height of the bridge deck 2 so that the sliding block 11 cooperates with one side of the sliding slot; S5: A sliding cylinder 3 is provided at one end of the head bridge deck 1 close to the bridge pier, and the output end of the sliding cylinder 3 is connected to the sliding block 11. The sliding cylinder 3 and the crane work together to pull the bridge deck 2 so that the sliding block 11 is fully matched with the sliding slot hole; S6: dismantle the sliding cylinder 3 and install the sliding cylinder 3 on the frontmost bridge deck 2. The end of the bridge deck 2 away from the head bridge deck 1 is provided with a sliding slot hole, and the sliding slot hole is used to cooperate with the sliding block 11 of the adjacent bridge deck 2; S7: Repeat steps S3-S6 until all the bridge panels 2 are installed on the bridge piers, disassemble the crane and the sliding cylinder 3, and complete the splicing of the bridge deck. This solution is provided with sliding slots and sliding blocks 11. First, the bridge panel 2 is lifted to the top of the sliding slot of the head bridge deck 1 by a crane, and the bridge panel 2 is lowered by a crane so that one side of the sliding block 11 of the bridge panel 2 is matched with one side of the sliding slot. Since only one side of the sliding block 11 is matched with one side of the sliding slot, such a setting not only easily ensures the matching of the sliding block 11 with the sliding slot; at the same time, since the sliding block 11 is matched with the sliding slot, the bridge panel 2 is restricted to move only along the setting direction of the sliding slot. Even if the sea breeze blows, it will not affect the matching of the sliding block 11 with the sliding slot, so that the bridge panel 2 can smoothly achieve its connection with the head bridge deck 1, and then through The sliding cylinder 3 is pulled to pull the bridge deck 2, so that the sliding block 11 and the sliding slot hole are fully matched; then, the above steps are repeated to realize the mutual connection of the two adjacent bridge decks 2, which solves the problem that the existing bridge deck splicing is to pass a fixing bolt between the two adjacent bridge decks to lock the two adjacent bridge decks to realize the connection of the two bridge decks; however, such a setting has a very high position accuracy of the two bridge decks, and there is a situation where the fixing bolts cannot be passed through the bolt holes because the bolt holes of the two adjacent bridge decks cannot be aligned; especially for bridge deck splicing at sea, due to the strong sea breeze, the bridge deck is prone to shaking during installation, making it difficult to align the bolt holes of the two bridge decks, thereby slowing down the construction speed and efficiency of bridge deck splicing.

[0022] Further, with respect to the limitation of the above-mentioned step S5, in this scheme, when looking downward from the vertical direction, when the sliding block 11 is not yet completely located in the sliding slot, the crane controls the height of the bridge deck 2 so that there is a certain distance between the sliding block 11 and the bottom surface of the sliding slot; when the sliding block 11 is completely located in the sliding slot, the crane controls the height of the bridge deck 2 to drop so that the bottom surface of the sliding block 11 is fitted with the surface of the sliding slot; such a setting is beneficial when the sliding block 11 and the sliding slot are not fully matched, in order to reduce the friction of the sliding block 11 sliding along the setting direction of the sliding slot, there is a certain distance between the bottom of the sliding block 11 and the bottom surface of the sliding slot, thereby ensuring that the sliding cylinder 3 can pull the bridge deck 2 to move.

[0023] During the sliding process of the bridge deck 2, due to the gap between the bottom surface of the bridge deck 2 and the bottom surface of the sliding slot, there is wind force from the sea breeze, causing the bridge deck 2 to swing up and down. Based on this, in order to ensure that the output end of the sliding cylinder 3 can smoothly cooperate with the bridge deck 2, the present scheme is also provided with a hinged rod 4, and the two ends of the hinged rod 4 are respectively detachably hinged to one end of the bridge deck 2 and the output end of the sliding cylinder 3, so as to ensure that even if one end of the bridge deck 2 swings up and down, the sliding cylinder 3 can still work normally to pull the suspended bridge deck 2.

[0024] Specifically, the present scheme also includes a plurality of positioning units, and the plurality of positioning units are respectively matched with a plurality of sliding slots, and any positioning unit is arranged in the corresponding sliding slot; the positioning unit includes a left baffle plate 6 unit and a right baffle plate 7, and the left baffle plate 6 unit includes a left baffle plate 6, and the left baffle plate 6 can be raised and lowered on the left side of the sliding slot, and the right baffle plate 7 is arranged on the right side of the sliding slot; the purpose of the left baffle plate 6 and the right baffle plate 7 arranged in the present scheme is that after the sliding block 11 is completed and installed in the sliding slot, the left baffle plate 6 and the right baffle plate 7 will jointly limit the movement of the sliding block 11, thereby realizing the splicing of the bridge deck 2.

[0025] In addition, in order to achieve the structural effect that the left baffle 6 of this solution can be lifted and lowered, the left baffle 6 unit of this solution also includes a lifting spring 5, the head bridge plate 1 and the bridge deck 2 are both provided with a connecting slot, the connecting slot is connected to the sliding slot, the left baffle 6 is telescopically arranged in the connecting slot, and the two ends of the lifting spring 5 are respectively connected to the left baffle 6 and the connecting slot. It is worth noting that since the above embodiment describes that the sliding block 11 first moves to the top of one end of the sliding slot, and the one end of the sliding block 11 is matched with one end of the sliding slot by lowering the height, this position is located at the left end of the sliding slot, that is, the sliding block 11 is retracted into the connecting slot by pressing the left baffle 6, so that one end of the sliding block 11 is matched with one end of the sliding slot. It is worth mentioning that the distance between the left baffle 6 and the right baffle 7 is equal to the length of the sliding block 11. After one end of the sliding block 11 is fitted with the right baffle 7, the left baffle 6 will release its press fit with the sliding block 11, and the left baffle 6 will extend out of the connecting slot again, so that the left baffle 6 and the right baffle 7 jointly limit the movement of the sliding block 11.

[0026] In addition, according to the construction method of the above embodiment, in order to further reduce the friction force during the sliding process of the bridge deck 2 and ensure that the sliding cylinder 3 can pull the bridge deck 2, a filling slot 202 is opened inside the bridge deck 2 of this solution, and a sealing slot 201 is also opened on the top of the bridge deck 2. The sealing slot 201 and the filling slot 202 are interconnected. The positioning unit also includes a sealing plate 8 and a sealing spring 9. The sealing plate 8 is slidably arranged in the sealing slot 201. The two ends of the sealing spring 9 are respectively connected to the sealing plate 8 and the inner wall of the bridge deck 2. The sealing plate 8 can lock or release its connection with the sealing slot 201. 1; it is worth mentioning that before the bridge deck 2 is installed, the sealing plate 8 locks its sealing cooperation relationship with the sealing slot 201. At this time, due to the hollow interior of the bridge deck 2, its mass is reduced, thereby reducing the friction during the sliding process of the bridge deck 2, making it convenient for the sliding cylinder 3 to pull the bridge deck 2; after the sliding cylinder 3 pulls the bridge deck 2 to the specified position, the sealing plate 8 will release its sealing cooperation relationship with the sealing slot 201, making it convenient for the subsequent cement filling of the interior of the bridge deck 2. Such a setting is also beneficial for construction personnel to judge whether the bridge deck 2 has been installed.

[0027] Specifically, in order to ensure that the sealing plate 8 will release its sealing cooperation relationship with the sealing slot 201 after the installation of the bridge deck 2 is completed, the positioning unit also includes a sealing rod 10, and the bridge deck 2 is provided with a connecting hole. The sealing rod 10 can be slidably connected coaxially with the connecting hole. One end of the sealing rod 10 is connected to the sealing plate 8, and the other end can lock or release its abutment cooperation relationship with the right baffle 7; through such a setting, after the sliding block 11 is matched with the sliding slot, the sealing rod 10 and the right baffle 7 are pressed and matched, driving the sealing rod 10 to move, and then driving the sealing plate 8 connected thereto to move, thereby releasing the sealing cooperation relationship between the sealing plate 8 and the sealing slot 201; it is worth noting that in order to ensure the cooperation between the sliding block 11 and the sliding slot, after the sealing rod 10 of this scheme completes sliding, it will be hidden in the side wall of the bridge deck 2 as a whole.

[0028] Furthermore, in order to ensure that the subsequent cement can be smoothly filled in the filling slot 202, the bottom height of the filling slot 202 increases or decreases along the laying direction of the bridge deck 2, and the sealing slot 201 is located at the top of the filling slot 202. Such a setting can ensure that cement can be poured into various parts of the bottom of the filling slot 202, and by observing whether the sealing slot 201 is filled with cement, it can be determined whether the filling slot 202 is fully filled.

[0029] In order to further supplement the working steps of S5, the following steps are also included: S51: When the crane controls the bridge deck 2 to descend, the bridge deck 2 presses the left baffle 6 on the head bridge deck 1 to shrink into the connecting slot; S52: The output end of the sliding cylinder 3 is hinged to one end of the bridge deck 2, and the output end of the sliding cylinder 3 is controlled to contract, so that the bridge deck 2 moves toward the right baffle 7; S53: After the end surface of the bridge deck 2 is in contact with the right baffle 7, the crane controls the height of the bridge deck 2 to descend, so that the bottom surface of the sliding block 11 is in contact with the bottom surface of the sliding slot; S54: After the sealing rod 10 is fitted with the right baffle plate 7, it shrinks in the bridge deck 2, so that the sealing plate 8 releases its sealing fitting relationship with the sealing slot 201; S55: Pour cement into the filling slot 202 until the interior of the bridge deck 2 is fully filled.

[0030] The above description is only a preferred embodiment of the present invention and does not limit the present invention in any form. Although the present invention has been disclosed as a preferred embodiment as above, it is not used to limit the present invention. Any technical personnel in this field can make some changes or modify the technical contents disclosed above into equivalent embodiments without departing from the scope of the technical solution of the present invention. However, any brief modifications, equivalent changes and modifications made to the above embodiments based on the technical essence of the present invention without departing from the content of the technical solution of the present invention are still within the scope of the technical solution of the present invention.

Claims

1. A bridge deck splicing construction method, characterized in that: The following steps are involved: S1: Install several bridge piers in sequence on the sea surface according to the designated positions; S2: a bow bridge deck is provided, wherein the bow bridge deck is provided between the shore and the frontmost bridge pier, and the bow bridge deck is connected to the shore and the frontmost bridge pier respectively; S3: A bridge deck is also provided, a sliding slot is opened at one end of the head bridge deck close to the bridge pier, and a sliding block matching the sliding slot is provided on the bridge deck, and the bridge deck is moved to the top of one side of the head bridge deck by a crane; S4: the crane gradually lowers the height of the bridge deck so that the sliding block cooperates with one side of the sliding slot; S5: A sliding cylinder is provided at one end of the head bridge deck close to the bridge pier, the output end of the sliding cylinder is connected to the sliding block, and the sliding cylinder and the crane work together to pull the bridge deck so that the sliding block is fully matched with the sliding slot; S6: dismantle the sliding oil cylinder and install the sliding oil cylinder on the frontmost bridge deck, wherein a sliding slot hole is provided at one end of the bridge deck away from the head bridge deck, and the sliding slot hole is used to cooperate with the sliding block of the adjacent bridge deck; S7: Repeat steps S3-S6 until all the bridge panels are installed on the bridge piers, disassemble the crane and the sliding cylinder, and complete the splicing of the bridge deck.

2. A bridge deck splicing construction method according to claim 1, wherein in S5, it is characterized in that: Looking downward from the vertical direction, when the sliding block is not yet completely located in the sliding slot, the crane controls the height of the bridge deck so that there is a certain distance between the sliding block and the bottom surface of the sliding slot; when the sliding block is completely located in the sliding slot, the crane controls the height of the bridge deck so that the bottom surface of the sliding block is fitted with the surface of the sliding slot.

3. The bridge deck splicing construction method according to claim 1, wherein in S5: A hinged rod is also provided, and two ends of the hinged rod are respectively and detachably hinged to one end of the bridge deck and the output end of the sliding cylinder.

4. A bridge deck splicing construction method according to claim 1, characterized in that: It also includes a plurality of positioning units, which are respectively matched with a plurality of sliding slots, and any of the positioning units is arranged in the corresponding sliding slot; the positioning unit includes a left baffle unit and a right baffle, the left baffle unit includes a left baffle, the left baffle can be raised and lowered on the left side of the sliding slot, and the right baffle is arranged on the right side of the sliding slot.

5. A bridge deck splicing construction method according to claim 4, characterized in that: The left baffle unit also includes a lifting spring. The head bridge plate and the bridge deck are both provided with connecting slots, and the connecting slots are interconnected with the sliding slots. The left baffle can be telescopically arranged in the connecting slots, and the two ends of the lifting spring are respectively connected to the left baffle and the connecting slots.

6. A bridge deck splicing construction method according to claim 4, characterized in that: The distance between the left baffle plate and the right baffle plate is equal to the length of the sliding block.

7. A bridge deck splicing construction method according to claim 5, characterized in that: A filling slot is provided inside the bridge deck, and a sealing slot is provided on the top of the bridge deck. The sealing slot is communicated with the filling slot. The positioning unit also includes a sealing plate and a sealing spring. The sealing plate is slidably disposed in the sealing slot. The two ends of the sealing spring are respectively connected to the sealing plate and the inner wall of the bridge deck. The sealing plate can lock or release its sealing cooperation relationship with the sealing slot.

8. A bridge deck splicing construction method according to claim 7, characterized in that: The positioning unit also includes a sealing rod. The bridge deck is provided with a connecting hole. The sealing rod is slidably connected coaxially with the connecting hole. One end of the sealing rod is connected to the sealing plate, and the other end can lock or release its abutting relationship with the right baffle.

9. A bridge deck splicing construction method according to claim 7, characterized in that: Along the laying direction of the bridge deck, the bottom height of the filling slot increases and decreases.

10. A bridge deck splicing construction method according to claim 8, wherein in S5, The following steps are also included: S51: Wait until the crane controls the height of the bridge deck to descend, and the bridge deck presses the left baffle on the head bridge deck to shrink into the connecting slot; S52: the output end of the sliding oil cylinder is hingedly connected to one end of the bridge deck, and the output end of the sliding oil cylinder is controlled to contract, so that the bridge deck moves toward the right baffle; S53: After the end surface of the bridge deck is in contact with the right baffle, the crane controls the height of the bridge deck to descend so that the bottom surface of the sliding block is in contact with the bottom surface of the sliding slot; S54: After the sealing rod is fitted with the right baffle, it shrinks in the bridge deck, so that the sealing plate releases its sealing fitting relationship with the sealing slot hole; S55: pouring cement into the filling slot until the interior of the bridge deck is fully filled.

Images