Wharf beam plate supporting structure

Abstract

The utility model provides a wharf beam plate supporting structure. Relates to the technical field of wharf construction. The wharf beam plate supporting structure comprises a concave supporting seat and a top supporting block arranged at the top of the concave supporting seat, two sliding grooves are formed in one side of the top supporting block, two sliding blocks are fixedly installed on the other side of the top supporting block, the two sliding blocks are matched with the two sliding grooves correspondingly, and the two sliding grooves are matched with the two sliding blocks. Clamping grooves are formed in the sides, close to each other, of the two sliding blocks, a through groove is formed in the top supporting block, a movable groove is formed in one side of the top supporting block, the movable groove communicates with the through groove, a vertical rod is fixedly installed in the through groove, two linkage strips are slidably installed on the vertical rod, and the two linkage strips are fixedly installed on the top supporting block. And one side of each of the two linkage strips extends into the corresponding movable groove. The connecting piece has the advantages that a plurality of supporting pieces can be connected, and the supporting strength is guaranteed.

Description

Technical Field

[0001] The utility model relates to the technical field of dock construction, in particular to a dock beam and slab supporting structure. Background Art

[0002] During the construction of the wharf, a layer of beams and slabs needs to be laid. This layer of beams and slabs is equivalent to the road surface, which can be walked or moved on by people or vehicles. Such beams and slabs are generally built on shallow waters near the shore. Therefore, in order to improve the stability of these beams and slabs, support members will be set underneath them to provide stable support and ensure that the beams and slabs can have high stability in daily use.

[0003] For example, the authorization announcement number CN220225109U proposes a dock beam and slab support structure for water transport engineering. The structure is installed on the top of the support column by setting a sleeve. When the support column is tilted after being embedded, the support platform can be adjusted horizontally by adjusting the position of the two threaded columns, thereby ensuring that the support platform can be stably fitted with the bottom of the beam and slab, ensuring the stability of the beam and slab during installation.

[0004] However, in actual use, it has been found that most support structures, including the above-mentioned technologies, have different beam and slab sizes used in different terminals, and the number of supports used will be selected according to the size of the beam and slab. When a large number of supports are used, each support is independent and has poor strength, and is prone to skewing or collapse, thereby reducing the support strength.

[0005] Therefore, it is necessary to provide a new wharf beam and slab support structure to solve the above technical problems. Utility Model Content

[0006] The purpose of the utility model is to provide a wharf beam and slab supporting structure which can connect a plurality of supporting members and ensure the supporting strength.

[0007] In order to solve the above technical problems, the dock beam and slab support structure provided by the utility model includes: a concave support seat and a top support block arranged on the top of the concave support seat, one side of the top support block is provided with two slide grooves, and the other side is fixedly installed with two sliders, the two sliders are respectively adapted to the two slide grooves, and the two sliders are provided with an embedding groove on the side close to each other, the top support block is provided with a through groove, and one side of the top support block is provided with a movable groove, the movable groove is connected to the through groove, a vertical rod is fixedly installed in the through groove, and two linkage bars are slidably installed on the vertical rod. One side of the linkage bar extends into the movable groove, and the two linkage bars are fixedly installed with an embedding head on the side away from each other. The ends of the two embedding heads away from each other extend into the two sliding grooves respectively, and the two embedding heads are respectively adapted to the two embedding grooves. The two embedding heads are respectively slidably connected to the top inner wall and the bottom inner wall of the movable groove. Two return springs are sleeved on the vertical rod, and the ends of the two return springs away from each other are respectively fixedly connected to the top inner wall and the bottom inner wall of the through groove, and the ends of the two return springs close to each other are respectively fixedly connected to the two linkage bars.

[0008] Preferably, an adjusting screw is rotatably mounted on the inner wall of the bottom of the concave support seat, a hollow column is threadedly sleeved on the adjusting screw, and the top of the hollow column is fixedly connected to the top support block.

[0009] Preferably, a crossbeam is fixedly installed in the concave support seat, the adjusting screw passes through the crossbeam and is rotatably connected to the crossbeam, support plates are fixedly installed on the inner walls on both sides of the concave support seat, and limiting rods are slidably installed on both support plates, and the top ends of the two limiting rods are fixedly connected to the top support block.

[0010] Preferably, side frame plates are fixedly mounted on both sides of the concave support seat, and threaded pins are threadedly mounted on the two side frame plates, and the ends of the two threaded pins that are close to each other are in conflict with the hollow column.

[0011] Preferably, a wedge block is fixedly installed on the side of the two linkage bars away from each other, a square column is fixedly installed on the inner wall of the through groove away from the movable groove, a push plate is slidably installed on the square column, and two wedge-shaped push pieces are fixedly installed on the side of the push plate close to the wedge block, and the two wedge-shaped push pieces are respectively adapted to the two wedge blocks.

[0012] Preferably, a stopper is fixedly mounted on the end of the square column.

[0013] Preferably, a sliding hole is provided on the inner wall of the two sliding grooves on the side close to each other, the two sliding holes are connected to the movable groove, and the two embedding heads respectively pass through the two sliding holes and contact the inner walls of the corresponding sliding holes.

[0014] Compared with related technologies, the wharf beam and slab support structure provided by the present invention has the following beneficial effects:

[0015] The utility model provides a dock beam and slab support structure, which can assemble and connect two adjacent top support blocks by plugging the slide groove and the slider and utilizing the clamping effect between the embedding head and the embedding groove, so that a large number of support structures can form a connected state, greatly improving the support strength, preventing any support structure from being skewed or collapsed, and ensuring a long-term support effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 A structural schematic diagram of a preferred embodiment of the wharf beam and slab support structure provided by the utility model;

[0017] Figure 2 This is a schematic diagram of the concave support seat and the top support block in the present invention in a separated state;

[0018] Figure 3 This is a schematic cross-sectional view of the concave support seat of the present invention;

[0019] Figure 4 This is a schematic structural diagram of the top support block in the present invention;

[0020] Figure 5 This is a schematic cross-sectional view of the top support block in the present invention;

[0021] Figure 6 This is a schematic diagram of the assembly connection of the two top support blocks in the present invention.

[0022] Numbers in the figure: 1. Concave support seat; 2. Top support block; 3. Adjusting screw; 4. Hollow column; 5. Side frame plate; 6. Threaded head; 7. Slide groove; 8. Slider; 9. Embedded groove; 10. Through groove; 11. Movable groove; 12. Vertical pole; 13. Linkage bar; 14. Embedded head; 15. Return spring; 16. Wedge block; 17. Square column; 18. Push plate; 19. Wedge-shaped push piece. DETAILED DESCRIPTION

[0023] The present invention will be further described below with reference to the accompanying drawings and implementation examples.

[0024] Please refer to Figures 1-6The pier beam support structure includes: a concave support seat 1 and a top support block 2 arranged on the top of the concave support seat 1, two slide grooves 7 are provided on one side of the top support block 2, and two sliders 8 are fixedly installed on the other side. The two sliders 8 are respectively adapted to the two slide grooves 7. In the case of two top support blocks 2, the slider 8 on one top support block 2 can be inserted into the slide groove 7 on the other top support block 2, thereby forming a splicing. In order to make the two top support blocks 2 fixed, a locking groove 9 is provided on the side where the two sliders 8 are close to each other, a through groove 10 is provided on the top support block 2, and a movable groove 11 is provided on one side of the top support block 2. The movable groove 11 is connected to the through groove 10, a vertical rod 12 is fixedly installed in the through groove 10, and a vertical rod 12 is slidably installed on the vertical rod 12. Two linkage bars 13, one side of the two linkage bars 13 extends into the movable groove 11, and the two linkage bars 13 are fixedly installed with an embedding head 14 on the side away from each other. The ends of the two embedding heads 14 away from each other extend into the two slide grooves 7 respectively, and the two embedding heads 14 are respectively adapted to the two embedding grooves 9. The two embedding heads 14 are respectively slidably connected to the top inner wall and the bottom inner wall of the movable groove 11. A stable installation can be formed by inserting the embedding heads 14 into the embedding groove 9. Two return springs 15 are sleeved on the vertical rod 12. The ends of the two away from each other are respectively fixedly connected to the top inner wall and the bottom inner wall of the through groove 10, and the ends close to each other are respectively fixedly connected to the two linkage bars 13, providing a pull-back reset function, so that the embedding heads 14 can be automatically inserted into the embedding groove 9.

[0025] In the above method, in order to be able to adjust the height position of the top support block 2 according to actual needs so that it matches the bottom of the beam plate, an adjusting screw 3 is rotatably installed on the bottom inner wall of the concave support seat 1, and a hollow column 4 is provided on the threaded sleeve, and the top of the hollow column 4 is fixedly connected to the top support block 2, and support plates are fixedly installed on the inner walls of both sides of the concave support seat 1, and limiting rods are slidably installed on the two support plates. The top ends of the two limiting rods are fixedly connected to the top support block 2, which play a limiting role, so that the hollow column 4 can only be lifted and lowered linearly. In addition, a crossbeam is fixedly installed in the concave support seat 1, and the adjusting screw 3 is arranged to pass through the crossbeam and is rotatably connected to the crossbeam, providing a rotation support for the adjusting screw 3.

[0026] In this method, in order to prevent the adjusting screw 3 from naturally rotating, side frame plates 5 are fixedly installed on both sides of the concave support seat 1, and threaded heads 6 are threadedly installed on the two side frame plates 5. The ends of the two threaded heads 6 that are close to each other are in conflict with the hollow column 4.

[0027] In this method, in order to facilitate people to bring the two embedded heads 14 out of the corresponding sliding grooves 7 at the same time, wedge blocks 16 are fixedly installed on the side of the two linkage bars 13 away from each other, and a square column 17 is fixedly installed on the inner wall of the through groove 10 away from the movable groove 11. A push plate 18 is slidably installed on the square column 17. Two wedge-shaped push pieces 19 are fixedly installed on the side of the push plate 18 close to the wedge block 16. The two wedge push pieces 19 are respectively adapted to the two wedge blocks 16, and a stop head is fixedly installed at the end of the square column 17 to provide a movable limit for the push plate 18.

[0028] In this method, in order to provide a smooth sliding space for the embedding head 14, sliding holes are opened on the inner wall of the two sliding grooves 7 on the side close to each other. The two sliding holes are connected to the movable groove 11, and the two embedding heads 14 pass through the two sliding holes respectively and contact the inner walls of the corresponding sliding holes.

[0029] The working principle of the wharf beam and slab support structure provided by the utility model is as follows:

[0030] Before operation, a larger quantity of this device can be prepared for use;

[0031] When supporting the pier beam plate, first fix one of the concave support seats 1 in the supporting position, then rotate the two threaded heads 6 to separate them from the hollow column 4, then turn the adjusting screw 3, and the top support block 2 begins to rise until its top contacts the bottom of the beam plate, and then rotate the two threaded heads 6 to make them tightly contact with the hollow column 4;

[0032] Then, take out another identical support structure and rotate the adjusting screw 3 in the same way to adjust the top support block 2 to the same height as the top support block 2 in the previous support structure. Then, push the push plate 18 in the top support block 2 first, so that the corresponding two wedge-shaped push pieces 19 begin to squeeze the corresponding wedge blocks 16, so that the corresponding two linkage bars 13 approach each other, and finally bring the two embedded heads 14 out of the slide grooves 7. At this time, the corresponding two return springs 15 are in a stretched state. Then, push the concave support seat 1 so that the two sliders 8 on the previous top support block 2 are inserted into the two slide grooves 7 on the current top support block 2. Then, release the push plate 18, and the stretched return spring 15 releases the elastic force, directly pushing the two embedded heads 14 into the two embedded grooves 9, thereby realizing the assembly and connection of the two support structures. Afterwards, in the same way, and according to the width size of the pier beam plate, assemble and connect them in sequence until the installation is completed.

[0033] Compared with related technologies, the wharf beam and slab support structure provided by the present invention has the following beneficial effects:

[0034] The present invention provides a dock beam and slab support structure, which can assemble and connect two adjacent top support blocks 2 by plugging the slide groove 7 and the slider 8 and utilizing the clamping effect between the embedding head 14 and the embedding groove 9, so that a large number of support structures can form a connected state, greatly improving the support strength, preventing any support structure from being skewed or collapsed, and ensuring a long-term support effect.

[0035] The above description is merely an embodiment of the present invention and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the description and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A dock beam and slab support structure, comprising a concave support seat and a top support block arranged on the top of the concave support seat, characterized in that: The two lever of the upper right corner has the form of a hole, and the two limit switches are connected with the bottom of the hole to form a round shank, and the limit switches are connected with the bottom of the hole to form a round shank.

2. The wharf beam and slab support structure according to claim 1, characterized in that: An adjusting screw is rotatably mounted on the inner wall of the bottom of the concave support seat, a hollow column is threadedly sleeved on the adjusting screw, and the top of the hollow column is fixedly connected to the top support block.

3. The wharf beam and slab support structure according to claim 2, characterized in that: A crossbeam is fixedly installed in the concave support seat, the adjusting screw passes through the crossbeam and is rotatably connected to the crossbeam, support plates are fixedly installed on the inner walls of both sides of the concave support seat, and limiting rods are slidably installed on both support plates, and the top ends of the two limiting rods are fixedly connected to the top support block.

4. The wharf beam and slab support structure according to claim 2, characterized in that: Side frame plates are fixedly installed on both sides of the concave support seat, and threaded heads are threadedly installed on the two side frame plates. The ends of the two threaded heads that are close to each other are in conflict with the hollow column.

5. The wharf beam and slab support structure according to claim 1, characterized in that: A wedge-shaped block is fixedly installed on the side of the two linkage bars away from each other, a square column is fixedly installed on the inner wall of the through groove away from the movable groove, a push plate is slidably installed on the square column, and two wedge-shaped push pieces are fixedly installed on the side of the push plate close to the wedge block, and the two wedge-shaped push pieces are respectively adapted to the two wedge blocks.

6. The wharf beam and slab support structure according to claim 5, characterized in that: A stopper is fixedly mounted on the end of the square column.

7. The wharf beam and slab support structure according to claim 1, characterized in that: A sliding hole is provided on the inner wall of the two sliding grooves on the side close to each other. The two sliding holes are connected to the movable groove. The two embedded heads respectively penetrate the two sliding holes and contact the inner walls of the corresponding sliding holes.

Images