Embedded device for flood control project

Abstract

The utility model relates to an embedded device for flood control engineering, and relates to the field of flood control equipment. The device comprises an anchoring part, a pouring part and an assembling part, the anchoring part comprises a rod frame, the assembling part is vertically assembled on the rod frame, a screw block is vertically fixed to the middle of the bottom face of the rod frame, the pouring part comprises a plurality of pouring barrels, the pouring barrels are communicated, assembled and connected in the vertical direction, and fixing parts are assembled at the bottom ends of the pouring barrels. And the multiple pouring barrels are filled with concrete, and internal threads at the top ends of the multiple pouring barrels are connected with threads of the screw block in an assembled mode. The multiple pouring barrels can be assembled and disassembled to prolong the depth of being inserted into a foundation, the pre-buried depth of the rod frame can be controlled according to the pre-buried depth change of a pre-buried point, the pre-buried pouring depth can be controlled according to the geology and water flow conditions of pre-buried positions of different preset fixing parts, the situation that the effectiveness of the preset fixing parts is affected due to looseness and even breakage caused by water flow scouring is avoided, and the service life of the preset fixing parts is prolonged. And the embedding stability of the preset fixing piece is ensured.

Description

Technical Field

[0001] The present application relates to the technical field of flood control equipment, and in particular to a pre-buried device for flood control projects. Background Art

[0002] Assembled flood walls have been increasingly used in modern flood control. During the flood season, it is only necessary to install the columns first, and then install baffles between the columns or between the columns and the side walls. At this stage, the main method of fixing the flood wall columns is to directly embed anchor bolts. The anchor bolts are exposed to the ground. During installation, the holes on the bottom plate of the column are aligned with the embedded bolt holes, and then nuts are used to fix the hinges.

[0003] The existing announcement number is CN214460113U, and the name is a flood-proof embedded part, including flood-proof embedded parts including column embedded parts. The column embedded parts include a top steel plate and a positioning steel plate parallel to each other, and a plurality of first nuts vertically arranged between the top steel plate and the positioning steel plate. The top steel plate and the positioning steel plate are respectively provided with a plurality of mounting holes. The mounting holes on the top steel plate and the positioning steel plate are corresponding to the center holes of the first nuts. The first nuts are respectively welded to the top steel plate and the positioning steel plate so that the positioning steel plate and the top steel plate are fixedly arranged. An anchor bolt is also provided on the side of the positioning steel plate away from the nut. The anchor bolt is threadedly connected to the first nut through the mounting hole of the positioning steel plate to form the entire column embedded part. The flood prevention embedded parts of the utility model are fixed to the steel bars of the pier foundation as a whole, thereby improving the stability of the embedded parts during concrete pouring and avoiding the position deviation of the embedded parts caused by concrete pouring, which seriously affects the installation of flood prevention columns in the later stage; and the top surface is a steel plate with good flatness, and there is no need to reserve a deep foundation trench, thereby reducing foundation trench maintenance and improving the height of flood prevention.

[0004] With respect to the above-mentioned related technologies, the inventors found that the pre-set fixing parts are fixed with anchor bolts, and the anchor bolts are fixed at a fixed depth. When a flood occurs, high-intensity water flow erodes the flood and the large water pressure scours the ground, causing geological changes, which can easily lead to a reduction in the bolt fixing surface, thereby reducing the bolt fixing effect and reducing the fixing points of the pre-set fixing parts, causing the pre-set fixing parts to loosen or even break, affecting the effectiveness of the pre-set fixing parts. Utility Model Content

[0005] In order to overcome the problem that the existing anchor bolts have limited fixing depth, when a flood occurs, high-intensity water flow erodes the ground, and the high water pressure of the flood causes geological changes, which can easily lead to a reduction in the bolt fixing surface, thereby reducing the bolt fixing effect and reducing the fixing points of the pre-set fixing parts, thereby causing the pre-set fixing parts to loosen or even break, affecting the effectiveness of the pre-set fixing parts. This application provides a pre-buried device for flood control projects.

[0006] The present application provides a pre-buried device for flood control projects using the following technical solution:

[0007] A pre-buried device for flood control projects includes anchoring parts, casting parts and assembly parts. The anchoring parts include a rod frame, the assembly parts are vertically assembled on the rod frame, and a screw block is vertically fixed in the middle of the bottom surface of the rod frame. The casting parts include casting tubes, and multiple casting tubes are provided. The multiple casting tubes are connected and assembled in a vertical direction. The bottom ends of the multiple casting tubes are assembled with fixing parts, and the multiple casting tubes are filled with concrete. The top internal threads of the multiple casting tubes are assembled and connected with the screw block threads, and multiple anchor hooks are evenly fixed on the outer circumference of the multiple casting tubes.

[0008] By adopting the above technical solution, the water flow scouring force is estimated according to the geological conditions of the pre-buried installation location of the flood control project during use, the foundation of the installation point is deep dug, and then a suitable number of multiple casting tubes are selected according to the pre-buried depth. The assembly screw barrels at the adjacent ends of the multiple casting tubes are connected and assembled with the internal threads, and then the fixings are assembled at the bottom ends of the multiple casting tubes. After the multiple casting tubes are inserted into the pre-buried holes, concrete is poured into the casting tubes, and after the casting tubes are pre-buried with soil, the screw block threads at the bottom ends of the rod frames are assembled into the internal threads at the tops of the multiple casting tubes, and then the assembly parts are assembled in the rod frames, so that the multiple casting tubes can be assembled and disassembled to extend the depth of insertion into the foundation, the pre-buried depth of the rod frame can be controlled according to the pre-buried depth of the pre-buried point, and the pre-buried pouring depth can be controlled according to the geological and water flow conditions of the pre-buried positions of different pre-buried fixings to avoid loosening or even breaking caused by water scouring, which affects the effectiveness of the pre-buried fixings and ensures the pre-buried stability of the pre-buried fixings.

[0009] Optionally, an internal thread is provided on the top of the inner wall of the casting cylinder, and an assembly screw barrel is vertically connected and fixed to the bottom end of the casting cylinder, and the assembly screw barrels at adjacent ends of multiple casting cylinders are assembled and connected with the internal thread.

[0010] By adopting the above technical solution, the assembly screw barrels at adjacent ends of multiple casting barrels are connected and assembled with the internal threads, which can control the embedded depth of the rod frame according to the embedded depth of the embedded point, and can control the depth of the embedded casting according to the geological and water flow conditions of the embedded positions of different pre-set fixing parts.

[0011] Optionally, two slot plates are symmetrically arranged on the vertical end face of the backwater side of the pole frame, and the two slot plates are vertically fixed on the vertical end face of the backwater side of the pole frame, and the two slot plates are vertically plugged with the insert frame plates.

[0012] By adopting the above technical solution, two slot plates provided on the backwater side of the middle pole frame are used to assemble and insert the strip frame plates, and the assembled strip frame plates are assembled on the pole frame to ensure the stability of the pole frame bearing support.

[0013] Optionally, an anchor hole plate is horizontally fixed to one end of the insert frame plate, and a plurality of anchoring nails are inserted through the anchor hole plate.

[0014] By adopting the above technical solution, an anchor hole plate is fixed on the middle insert frame plate, and multiple anchoring nails are used to penetrate the anchor hole plate to fix the pole frame, increase the anchoring points of the pole frame, and improve the anchoring stability.

[0015] Optionally, a plurality of studs are vertically fixed on the bottom surface of the rod frame, and a plurality of anchor rods are vertically arranged below the rod frame. Connecting screw barrels are vertically fixed to the top ends of the plurality of anchor rods, and the connecting screw barrels are threadedly assembled on the studs.

[0016] By adopting the above technical solution, the connecting screw barrels at the top of multiple anchor rods set at the bottom of the middle rod frame are threadedly assembled on the studs, and the multiple anchor rods assembled at the bottom of the rod frame increase the anchor points of the rod frame and improve the anchoring stability.

[0017] Optionally, the assembling piece includes an assembling block, a sliding hole is horizontally opened through the bottom of the assembling block, and an assembling sliding groove is vertically opened on one side of the assembling block.

[0018] By adopting the above technical solution, the assembly slide groove on the middle assembly block is used to vertically slide and plug in the assembled flood control board, and the sliding hole at the bottom end of the assembly block is convenient for sliding assembly on the pole frame.

[0019] Optionally, the sliding hole of the assembling block slides horizontally through and is inserted into the support rod of the rod frame, and springs are horizontally fixed on both sides of the assembling block, and the other ends of the springs are fixed to the end faces of both sides of the rod frame.

[0020] By adopting the above technical solution, when the assembly blocks are impacted by floods during use, they slide on the support rods of the pole frame, causing the springs to deform, filter and absorb the impact force, thereby improving flood control stability.

[0021] Optionally, the fixing member includes a base plate, which is arranged below the multiple casting cylinders, and multiple fixed ground nails are vertically fixed on the bottom surface of the base plate, and a screw shell is vertically fixed on the top surface of the base plate, and the screw shell is threadedly assembled with the assembly screw barrels at the bottom ends of the multiple casting cylinders.

[0022] By adopting the above technical solution, multiple fixed ground nails on the bottom surface of the middle bottom plate are inserted into the embedded ground to limit the stability of the casting tube inserted into the embedded hole. Then, the screw shell on the top surface of the bottom plate is assembled and connected with the assembly screw barrels at the bottom ends of multiple casting tubes through threads to limit the stability of the casting tube inserted into the embedded hole.

[0023] In summary, the present application includes at least one of the following beneficial technical effects: during use, the water flow scouring force is estimated according to the geological conditions of the pre-buried installation location of the flood control project, the foundation of the installation point is deep-dug, and then a suitable number of multiple casting tubes are selected according to the pre-buried depth. The assembly screw barrels at the adjacent ends of the multiple casting tubes are connected and assembled with the internal threads, and then the fixings are assembled at the bottom ends of the multiple casting tubes. After the multiple casting tubes are inserted into the pre-buried holes, concrete is poured into the casting tubes, and then after the casting tubes are pre-buried with soil, the screw block threads at the bottom end of the rod frame are assembled in the internal threads at the top of the multiple casting tubes, and then the assembly parts are assembled in the rod frame, so that the multiple casting tubes can be assembled and disassembled to extend the depth of insertion into the foundation, and the pre-buried depth of the rod frame can be controlled according to the pre-buried depth of the pre-buried point. The pre-buried pouring depth can be controlled according to the geological and water flow conditions of the pre-buried positions of different pre-buried fixings to avoid loosening or even breakage caused by water scouring, which affects the effectiveness of the pre-buried fixings and ensures the pre-buried stability of the pre-buried fixings. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a schematic diagram of the overall structure of an embodiment of the present application.

[0025] Figure 2 This is a schematic diagram of the structure of the embodiment of the present application in an exploded state;

[0026] Figure 3 This is a schematic structural diagram of the anchoring member in the embodiment of the present application in a disassembled state;

[0027] Figure 4 This is a schematic structural diagram of the casting part in the embodiment of the present application in a disassembled state;

[0028] Figure 5 It is a schematic structural diagram of the assembled parts in the disassembled state according to the embodiment of the present application.

[0029] Explanation of the accompanying reference numerals: 1. Anchoring part; 11. Rod frame; 12. Screw block; 13. Slot plate; 14. Insert frame plate; 15. Anchor hole plate; 16. Anchor ground nail; 17. Stud; 18. Anchor rod; 181. Connecting screw barrel; 19. Spring; 2. Casting part; 21. Casting barrel; 22. Anchor hook; 23. Assembly screw barrel; 24. Internal thread; 3. Assembly part; 31. Assembly block; 32. Slide hole; 33. Assembly slide groove; 4. Fixing part; 41. Base plate; 42. Fixing ground nail; 43. Screw shell. DETAILED DESCRIPTION

[0030] The present application is further described in detail below with reference to the accompanying drawings.

[0031] The embodiment of the present application discloses a pre-buried device for flood control engineering. Figure 1 Figure 2 Figure 3 and Figure 4A pre-buried device for flood control projects includes an anchor 1, a casting part 2 and an assembly part 3. The anchor 1 includes a rod frame 11, an assembly part 3 is vertically assembled on the rod frame 11, and a screw block 12 is vertically fixed in the middle of the bottom surface of the rod frame 11. The casting part 2 includes a casting tube 21. There are multiple casting tubes 21, and the multiple casting tubes 21 are connected and assembled in the vertical direction. The bottom ends of the multiple casting tubes 21 are assembled with fixing parts 4, and concrete is filled in the multiple casting tubes 21. The top internal threads 24 of the multiple casting tubes 21 are threadedly assembled with the screw block 12, and a plurality of anchor hooks 22 are evenly fixed on the outer circumference of the multiple casting tubes 21.

[0032] By adopting the above technical solution, the scouring force of the water flow is estimated according to the geological conditions of the location of the pre-buried installation of the flood control project, the foundation of the installation point is deep-dug, and then a suitable number of multiple casting cylinders 21 are selected according to the pre-buried depth. The assembly screws 23 of the adjacent ends of the multiple casting cylinders 21 are connected and assembled with the internal threads 24, and then the fixing parts 4 are assembled at the bottom ends of the multiple casting cylinders 21. After the multiple casting cylinders 21 are inserted into the pre-buried holes, concrete is poured into the casting cylinders 21, and then after the casting cylinders 21 are filled with soil and pre-buried, , then the screw block 12 at the bottom end of the rod frame 11 is threadedly assembled into the internal threads 24 at the top of multiple casting cylinders 21, and then the assembly part 3 is assembled in the rod frame 11, so that the multiple casting cylinders 21 can be assembled and disassembled to extend the depth of insertion into the foundation, and the embedded depth of the rod frame 11 can be controlled according to the embedded depth of the embedded point. The embedded depth of different pre-embedded fixing parts can be controlled according to the geological and water flow conditions of the embedded position, to avoid loosening or even breaking caused by water erosion, affecting the effectiveness of the pre-embedded fixings, and ensuring the embedded stability of the pre-embedded fixings.

[0033] Reference Figure 4 The top of the inner wall of the casting cylinder 21 is provided with an internal thread 24, and the bottom end of the casting cylinder 21 is vertically connected and fixed with an assembly screw barrel 23. The assembly screw barrels 23 at adjacent ends of multiple casting cylinders 21 are assembled and connected with the internal thread 24. The assembly screw barrels 23 at adjacent ends of multiple casting cylinders 21 are connected and assembled with the internal thread 24. The embedded depth of the control rod frame 11 can be changed according to the embedded depth of the embedded point, and the depth of the embedded casting can be controlled according to the geological and water flow conditions of the embedded positions of different pre-set fixing parts.

[0034] Reference Figure 3 and Figure 5Two slot plates 13 are symmetrically arranged on the vertical end face of the backwater side of the pole frame 11, and the two slot plates 13 are vertically fixed on the vertical end face of the backwater side of the pole frame 11, and the two slot plates 13 are vertically plugged with the insertion frame plates 14. The two slot plates 13 set on the backwater side of the pole frame 11 are used for assembling and plugging the insertion frame plates 14. By assembling the insertion frame plates 14 on the pole frame 11, the stability of the load-bearing support of the pole frame 11 is ensured. An anchor hole plate 15 is horizontally fixed to one end of the insertion frame plate 14, and a plurality of anchoring ground nails 16 are inserted through the anchor hole plate 15. The anchor hole plate 15 is fixed on the insertion frame plate 14 during use, and a plurality of anchoring ground nails 16 are used to penetrate the anchor hole plate 15 to fix the pole frame 11, increase the anchoring points of the pole frame 11, and improve the anchoring stability. A plurality of studs 17 are vertically fixed to the bottom surface of the pole frame 11, and a plurality of anchor rods 18 are vertically arranged below the pole frame 11. Connecting screw barrels 181 are vertically fixed to the top ends of the plurality of anchor rods 18, and the connecting screw barrels 181 are threadedly assembled on the studs 17. During use, the connecting screw barrels 181 at the top ends of the plurality of anchor rods 18 arranged at the bottom end of the pole frame 11 are threadedly assembled on the studs 17. The plurality of anchor rods 18 assembled at the bottom end of the pole frame 11 increase the anchoring points of the pole frame 11 and improve the anchoring stability.

[0035] Reference Figure 3 and Figure 5 The assembly part 3 includes an assembly block 31, and a sliding hole 32 is horizontally opened on the bottom of the assembly block 31, and an assembly slide 33 is vertically opened on one side of the assembly block 31. During use, the assembly slide 33 on the assembly block 31 slides vertically to plug and assemble the flood control board, and the sliding hole 32 at the bottom of the assembly block 31 facilitates sliding assembly on the rod frame 11. The sliding hole 32 of the assembly block 31 slides horizontally through and is plugged into the support rod of the rod frame 11, and springs 19 are horizontally fixed on both sides of the assembly block 31, and the other end of the spring 19 is fixed to the end faces of both sides of the rod frame 11. When impacted by floods during use, the assembly block 31 slides on the support rod of the rod frame 11, causing the spring 19 to deform, filter and absorb the impact force, thereby improving the stability of flood control.

[0036] Reference Figure 2 The fixing member 4 includes a bottom plate 41, which is arranged below the multiple casting cylinders 21. A plurality of fixed ground nails 42 are vertically fixed on the bottom surface of the bottom plate 41, and a screw shell 43 is vertically fixed on the top surface of the bottom plate 41. The screw shell 43 is threadedly assembled with the assembly screw barrel 23 at the bottom end of the multiple casting cylinders 21. During use, the multiple fixed ground nails 42 on the bottom surface of the bottom plate 41 are inserted into the pre-buried ground, limiting the stability of the casting cylinder 21 inserted into the pre-buried hole. Then, the screw shell 43 on the top surface of the bottom plate 41 is threadedly assembled with the assembly screw barrel 23 at the bottom end of the multiple casting cylinders 21, limiting the stability of the casting cylinder 21 inserted into the pre-buried hole.

[0037] The implementation principle of the embedded device for flood control projects in the embodiment of the present application is as follows: in use, the water flow scouring force is estimated according to the geological conditions of the embedded installation location of the flood control project, the foundation of the installation point is deep-dug, and then a suitable number of multiple casting cylinders 21 are selected according to the embedded depth. The assembly screw cylinders 23 of the adjacent ends of the multiple casting cylinders 21 are connected and assembled with the internal threads 24, and then the fixing parts 4 are assembled at the bottom ends of the multiple casting cylinders 21. The multiple casting cylinders 21 are inserted into the embedded holes, and then the casting cylinders 21 are filled with water. Concrete, and then after the pouring tube 21 is pre-buried with soil, the screw block 12 at the bottom of the pole frame 11 is threadedly assembled in the internal threads 24 at the top of multiple pouring tubes 21, and then the assembly part 3 is assembled in the pole frame 11, and the two slot plates 13 set on the back water side of the pole frame 11 are used to assemble the plug-in strip frame plate 14, and the strip frame plate 14 is fixed with an anchor hole plate 15, and multiple anchor nails 16 are used to penetrate the anchor hole plate 15 to fix the pole frame 11, increase the anchor points of the pole frame 11, and improve the anchoring stability.

[0038] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.

Claims

1. A pre-buried device for flood control engineering, characterized in that: The invention comprises an anchoring member (1), a casting member (2) and an assembling member (3), wherein the anchoring member (1) comprises a rod frame (11), the assembling member (3) is vertically assembled on the rod frame (11), and a screw block (12) is vertically fixed to the middle of the bottom surface of the rod frame (11), the casting member (2) comprises a casting tube (21), a plurality of the casting tubes (21) are provided, and the plurality of casting tubes (21) are connected and assembled in a vertical direction, a fixing member (4) is assembled at the bottom end of the plurality of casting tubes (21), and concrete is filled in the plurality of casting tubes (21), the top internal threads (24) of the plurality of casting tubes (21) are threadedly assembled and connected with the screw block (12), and a plurality of anchor hooks (22) are evenly fixed on the outer circumference of the plurality of casting tubes (21).

2. The pre-buried device for flood control engineering according to claim 1, characterized in that: An internal thread (24) is provided on the top of the inner wall of the casting cylinder (21), and an assembly screw barrel (23) is vertically connected and fixed to the bottom end of the casting cylinder (21). The assembly screw barrels (23) at adjacent ends of the plurality of casting cylinders (21) are assembled and connected to the internal thread (24).

3. The pre-buried device for flood control engineering according to claim 2, characterized in that: Two slot plates (13) are symmetrically arranged on the vertical end surface of the backwater side of the rod frame (11), and the two slot plates (13) are vertically fixed on the vertical end surface of the backwater side of the rod frame (11), and the two slot plates (13) are vertically plugged with the insert frame plates (14).

4. The embedded device for flood control engineering according to claim 3, characterized in that: An anchor hole plate (15) is horizontally fixed to one end of the insert frame plate (14), and a plurality of anchoring ground nails (16) are inserted through the anchor hole plate (15).

5. The pre-buried device for flood control engineering according to claim 4, characterized in that: A plurality of studs (17) are vertically fixed on the bottom surface of the rod frame (11), and a plurality of anchor rods (18) are vertically arranged below the rod frame (11). Connecting screw barrels (181) are vertically fixed to the top ends of the plurality of anchor rods (18), and the connecting screw barrels (181) are threadedly assembled on the studs (17).

6. The embedded device for flood control engineering according to claim 5, characterized in that: The assembling piece (3) comprises an assembling block (31), a sliding hole (32) is horizontally provided through the bottom of the assembling block (31), and an assembling sliding groove (33) is vertically provided on one side of the assembling block (31).

7. The embedded device for flood control engineering according to claim 6, characterized in that: The sliding hole (32) of the assembly block (31) slides horizontally through and is inserted into the support rod of the rod frame (11), and springs (19) are horizontally fixed on both sides of the assembly block (31), and the other ends of the springs (19) are fixed to the end surfaces of both sides of the rod frame (11).

8. The embedded device for flood control engineering according to claim 7, characterized in that: The fixing member (4) includes a bottom plate (41), the bottom plate (41) is arranged below the plurality of casting cylinders (21), and a plurality of fixed ground nails (42) are vertically fixed on the bottom surface of the bottom plate (41), and a screw shell (43) is vertically fixed on the top surface of the bottom plate (41), and the screw shell (43) is threadedly assembled with the assembly screw cylinders (23) at the bottom ends of the plurality of casting cylinders (21).

Images