Backfilling construction equipment for reserved mounting hole of civil engineering pouring body
Through the construction equipment composed of the support table and the sealing plate, the problem of large space limitations in the backfill of the reserved installation holes of the civil cast body is solved, and efficient backfill operation without chutes is achieved.
Patent Information
- Application Number
- CN202422551365.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-22
- Publication Date
- 2025-08-15
- Estimated Expiration
- 2034-10-22
AI Technical Summary
In the prior art, the backfill construction of reserved installation holes for civil casting bodies is increased due to the large spatial limitations and the difficulty of setting up chutes.
The construction equipment consisting of support tables, support rods, pulleys, sealing plates, etc. is used to move the support rods downward to remove the pulleys from the ground, seal the installation holes with the sealing plates, and directly inject mortar for backfilling.
There is no need to set up chutes, which is easy to operate, and can efficiently complete the backfill of the installation holes in a narrow space, improving the stability and efficiency of the construction.
Smart Images

Figure CN223227074U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, in particular to a construction device for backfilling a reserved installation hole of a civil engineering casting body. Background Art
[0002] With the continuous development of society and the continuous advancement of science and technology, the technologies related to construction are also constantly improving. In the installation of pressure-bearing and load-bearing structures such as steel arch gates in hydropower stations, in order to ensure the installation accuracy of the steel structure and to avoid the cross-operation between civil engineering and installation and the mutual influence, corresponding holes, holes or pits will be reserved at the steel structure installation position in the early civil construction to facilitate the later installation of the steel structure base. After the steel structure is installed and the accuracy meets the requirements and the acceptance is passed, the second phase of concrete pouring will be carried out, that is, the holes in the steel structure will be backfilled.
[0003] At present, when backfilling the reserved installation holes of civil engineering casting bodies, it is necessary to set up a chute to assist the concrete in entering the warehouse. Since the backfill position is located inside the structure and there are a large number of steel structures around it, the space limitation during construction is large, and the construction operation of setting up the chute is relatively difficult, which is not conducive to the backfill construction of the reserved installation holes of the civil engineering building. Utility Model Content
[0004] The purpose of the present invention is to solve the following shortcomings in the prior art: at present, when backfilling the reserved installation holes of civil engineering cast-in-place structures, it is necessary to set up a chute to assist the concrete in entering the warehouse; since the backfilling position is located inside the structure and there are a large number of steel structures around it, the space limitation during construction is large, and the construction operation of setting up the chute is relatively difficult, which is not conducive to the backfilling construction of the reserved installation holes of the civil engineering cast-in-place structures; and a construction equipment for backfilling the reserved installation holes of the civil engineering cast-in-place structures is proposed.
[0005] In order to achieve the above purpose, the present invention adopts the following technical solutions:
[0006] A construction device for backfilling a reserved installation hole for a civil engineering casting body comprises a support platform, a plurality of hollow columns are fixedly mounted on the bottom of the support platform, a support rod is slidably mounted in each of the hollow columns, a rotating shaft is rotatably mounted on one side of the hollow column, and a pulley is provided on one side of the rotating shaft;
[0007] A bidirectional screw is rotatably installed on the support platform, and two moving blocks with a T-shaped cross section are threadedly connected to the bidirectional screw, one of the moving blocks is fixedly connected to a bending rod, and both ends of each moving block are fixedly connected to an extrusion block, and each extrusion block is provided with a limiting opening for connecting the support rod. Two support seats are fixedly connected to the support platform, and a blocking frame is slidably connected to the two support seats. A T-shaped rod is rotatably connected between the two support seats, and the T-shaped rod is fixedly connected to the rotating rod.
[0008] Preferably, the blocking frame includes an integrally formed blocking plate and two sliding rods, the two sliding rods are slidably connected to the two supporting seats respectively, and the cross section of the blocking plate is arranged in a U-shape.
[0009] Preferably, a torsion spring is sleeved on the T-shaped rod, one end of the torsion spring is fixedly connected to the T-shaped rod, and the other end of the torsion spring is fixedly connected to the support seat.
[0010] Preferably, each of the support rods is sleeved with a first spring, one end of the first spring is fixedly connected to the support rod, and the other end of the first spring is fixedly connected to the support platform.
[0011] Preferably, each of the pulleys is connected to the rotating shaft via a bolt, and a thread groove is provided at one end of each of the rotating shafts.
[0012] Preferably, a slide groove is provided on the support platform, and the lower end of each of the moving blocks is slidably connected to the slide groove.
[0013] Compared with the prior art, the beneficial effects of the present invention are:
[0014] After each support rod moves downward, each pulley will be separated from the ground, thereby preventing the pulley from rolling and causing the support platform to move at will, so as to improve the stability of the support platform during construction. After the sealing plate contacts the steel structure and seals the installation hole, mortar can be injected into the interior of the installation hole through the pouring pipe. The sealing plate can prevent the mortar from seeping out of the installation hole, so that the mortar can fully fill the installation hole. There is no need to set up a chute, the operation is relatively convenient, and the narrow space is also convenient for filling, which is conducive to the backfill construction of the reserved installation hole of the earth building. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a front structural diagram of a construction device for backfilling a reserved installation hole for a cast-in-place civil engineering structure proposed by the present invention;
[0016] Figure 2 This is a side structural diagram of a construction device for backfilling a reserved installation hole for a cast-in-place civil engineering structure proposed by the present invention;
[0017] Figure 3 This is a schematic diagram of the three-dimensional structure of a construction device for backfilling a reserved installation hole for a cast-in-place civil engineering structure proposed by the present invention;
[0018] Figure 4 for Figure 3 A partial enlarged view of middle A.
[0019] In the figure: 1 support platform, 2 moving block, 3 rotating shaft, 4 support rod, 5 first spring, 6 hollow column, 7 pulley, 8 bending rod, 9 support seat, 10 T-shaped rod, 11 blocking plate, 12 rotating rod, 13 extrusion block, 14 bidirectional screw rod, 15 bolt, 16 torsion spring, 17 slide rod. DETAILED DESCRIPTION
[0020] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.
[0021] The terms "upper", "lower", "left", "right", "middle" and "one" used in the present invention are only for the convenience of description and are not intended to limit the scope of application of the present invention. Changes or adjustments to their relative relationships shall be deemed to be within the scope of application of the present invention without substantially changing the technical content.
[0022] Reference Figure 1-Figure 4 , a construction equipment for backfilling installation holes reserved for civil engineering casting bodies, including a support platform 1, a plurality of hollow columns 6 are fixedly installed on the bottom of the support platform 1, and a support rod 4 is slidably installed in each hollow column 6, and a rotating shaft 3 is rotatably installed on one side of the hollow column 6, and a pulley 7 is provided on one side of the rotating shaft 3. A bidirectional screw rod 14 is rotatably installed on the support platform 1, and two moving blocks 2 with a T-shaped cross section are threadedly connected on the bidirectional screw rod 14, one of the moving blocks 2 is fixedly connected to a bending rod 8, and both ends of each moving block 2 are fixedly connected to an extrusion block 13, and each extrusion block 13 is provided with a limiting opening for connecting the support rod 4, two support seats 9 are fixedly connected to the support platform 1, and a blocking frame is slidably connected to the two support seats 9. A T-shaped rod 10 is rotatably connected between the two support seats 9, and a rotating rod 12 is fixedly connected to the T-shaped rod 10.
[0023] The blocking frame includes an integrally formed blocking plate 11 and two sliding rods 17. The upper ends of the two sliding rods 17 are fixedly connected to the lower surface of the blocking plate 11. The two sliding rods 17 are respectively slidably connected to the two support seats 9. The cross-section of the blocking plate 11 is arranged in a U-shape. During the upward rotation of the rotating rod 12, it will move against the lower surface of the blocking plate 11, thereby causing the blocking plate 11 to move upward. Each sliding rod 17 extends to the outside of the support seat 9 at the same time until the blocking plate 11 contacts the steel structure and the mounting hole is sealed.
[0024] A torsion spring 16 is sleeved on the T-shaped rod 10, one end of the torsion spring 16 is fixedly connected to the T-shaped rod 10, and the other end of the torsion spring 16 is fixedly connected to the support seat 9. During the movement of the bending rod 8, it will move against the surface of the T-shaped rod 10, so that the T-shaped rod 10 and the support seat 9 rotate relative to each other, and the torsion spring 16 is deformed. A first spring 5 is sleeved on each support rod 4, one end of the first spring 5 is fixedly connected to the support rod 4, and the other end of the first spring 5 is fixedly connected to the support platform 1. As each extrusion block 13 moves with the moving block 2, the oblique inner wall of each limit opening will move against the upper end of the corresponding support rod 4, thereby causing each support rod 4 to move downward at the same time, and the first spring 5 is deformed.
[0025] Each pulley 7 is connected to the rotating shaft 3 by a bolt 15, and a threaded groove is provided at one end of each rotating shaft 3. First, the side surface of the pulley 7 is fitted with the end face of the rotating shaft 3, and then one end of the T-shaped bolt 15 is passed through the center position of the pulley 7 and threadedly connected to the threaded groove. The pulley 7 and the rotating shaft 3 can be firmly installed together. A slide groove is provided on the support platform 1, and the lower end of each moving block 2 is slidably connected to the slide groove. The slide groove can limit the moving trajectory of the two moving blocks 2 to prevent the moving blocks 2 from swinging.
[0026] In the present invention, first, a pouring pipe (not shown) is embedded in the installation hole of the civil engineering casting body, and then the support platform 1 is pushed to the bottom of the steel structure (not shown). Then, the servo motor is powered on and drives the bidirectional screw 14 to rotate. The two moving blocks 2 move along the bidirectional screw 14 at the same time, and the distance between the two moving blocks 2 is reduced. As each extrusion block 13 moves with the moving block 2, the inclined inner wall of each limit opening will move against the upper end of the corresponding support rod 4, thereby causing each support rod 4 to move downward at the same time. The first spring 5 is deformed, and after each support rod 4 moves downward, each pulley 7 will be separated from the ground, thereby preventing the pulley 7 from rolling and driving the support platform 1 to move at will. The process of the bending rod 8 moving When the locking chute is lifted, the locking chute 12 is tightened, and the locking chute 12 is tightened, so that the locking chute 12 is tightened and the locking chute 12 is tightened. When the locking chute 12 is tightened, the locking chute 12 is tightened, and the locking chute 12 is tightened. When the locking chute 12 is tightened, the locking chute 12 is tightened, and the locking chute 12 is tightened. When the locking chute 12 is tightened, the locking chute 12 is tightened, and the locking chute 12 is tightened.
[0027] In the present invention, unless otherwise clearly specified or limited, the terms “installed”, “connected”, “connected”, “fixed” and the like should be understood in a broad sense.
[0028] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.
Claims
1. A construction device for backfilling a reserved installation hole for a civil engineering casting, comprising a support platform (1), characterized in that: A plurality of hollow columns (6) are fixedly mounted on the bottom of the support platform (1), a support rod (4) is slidably mounted in each of the hollow columns (6), a rotating shaft (3) is rotatably mounted on one side of the hollow column (6), and a pulley (7) is provided on one side of the rotating shaft (3); A bidirectional screw rod (14) is rotatably mounted on the support platform (1), and two moving blocks (2) with T-shaped cross sections are threadedly connected to the bidirectional screw rod (14), one of the moving blocks (2) is fixedly connected to a bending rod (8), and both ends of each moving block (2) are fixedly connected to an extrusion block (13), and each extrusion block (13) is provided with a limiting opening for connecting the support rod (4), and two support seats (9) are fixedly connected to the support platform (1), and a blocking frame is slidably connected to the two support seats (9), and a T-shaped rod (10) is rotatably connected between the two support seats (9), and a rotating rod (12) is fixedly connected to the T-shaped rod (10).
2. The backfilling construction equipment for reserved installation holes of civil engineering castings according to claim 1 is characterized in that The blocking frame includes an integrally formed blocking plate (11) and two sliding rods (17), the two sliding rods (17) are respectively slidably connected to the two support seats (9), and the cross section of the blocking plate (11) is arranged in a circular shape.
3. The backfilling construction equipment for reserved installation holes of civil engineering castings according to claim 1, characterized in that: A torsion spring (16) is sleeved on the T-shaped rod (10), one end of the torsion spring (16) is fixedly connected to the T-shaped rod (10), and the other end of the torsion spring (16) is fixedly connected to the support seat (9).
4. The backfilling construction equipment for reserved installation holes of civil engineering castings according to claim 1, characterized in that: A first spring (5) is sleeved on each support rod (4), one end of the first spring (5) is fixedly connected to the support rod (4), and the other end of the first spring (5) is fixedly connected to the support platform (1).
5. The backfilling construction equipment for reserved installation holes of civil engineering castings according to claim 1, characterized in that: Each pulley (7) is connected to the rotating shaft (3) via a bolt (15), and one end of each rotating shaft (3) is provided with a thread groove.
6. The backfilling construction equipment for reserved installation holes of civil engineering castings according to claim 1, characterized in that: A sliding groove is provided on the support platform (1), and the lower end of each of the moving blocks (2) is slidably connected to the sliding groove.