Roller compacted concrete double-curvature arch dam two-way adjustable turning and lifting formwork
By introducing a two-way adjustment mechanism and support mechanism into the rolling concrete hyperbolic arch dam formwork, the complexity and accuracy of existing formwork adjustments are solved, and the effect of simplifying adjustment and improving construction efficiency is achieved.
Patent Information
- Application Number
- CN202421764445.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-24
- Publication Date
- 2025-01-07
- Estimated Expiration
- 2034-07-24
AI Technical Summary
The adjustment structure of the existing rolling concrete hyperbolic arch dam formwork is complex and difficult to achieve accuracy adjustment, which affects construction efficiency.
A two-way adjustable tilt formwork including a vertical adjustment mechanism and a lateral adjustment mechanism is designed, and vertical and horizontal movement is achieved using a motor drive screw and pulley. The support mechanism is combined with the control of the support rod into the soil through the adjustment handle to provide stable support. .
The adjustment process of the formwork is simplified, the accuracy and efficiency of the construction of the hyperbolic arch dam are improved, and the construction operation is facilitated.
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Figure CN222313934U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction of roller compacted concrete hyperbolic arch dams, in particular to a bidirectionally adjustable lifting template for roller compacted concrete hyperbolic arch dams. Background Art
[0002] As we all know, a hyperbolic arch dam is an arch dam that is curved in both directions (horizontally and vertically). It is the most representative type of arch dam. The horizontal curvature of the hyperbolic arch dam can play the role of an arch, and the vertical curvature can achieve variable center and variable radius to adjust the curvature and radius of the upper and lower parts of the arch dam.
[0003] Roller-compacted concrete is a dry, hard, cement-poor concrete that uses silicate cement, volcanic ash admixtures, water, admixtures, sand and graded coarse aggregate to mix into dry, hard concrete without slump. It uses the same transportation and paving equipment as earth-rock dam construction and is compacted layer by layer with a vibrating roller. Roller-compacted concrete dams have the characteristics of small concrete volume, high strength, good anti-seepage performance, and overflow of the dam body. They also have the advantages of simple, fast, economical construction procedures for earth-rock dams, and the use of large general-purpose machinery. The construction of hyperbolic arch dams cannot do without roller-compacted concrete.
[0004] When using roller compacted concrete to build a hyperbolic arch dam, several formworks are needed to cooperate. In order to meet the shape and construction requirements of the hyperbolic arch dam, the formworks need to be designed to be bidirectionally adjustable. However, the formworks currently used in this field have more parts in the adjustment structure, which is relatively complicated to operate and difficult to adjust to the desired accuracy. Therefore, a bidirectionally adjustable flip formwork for a roller compacted concrete hyperbolic arch dam is proposed. Utility Model Content
[0005] The utility model aims to solve the shortcomings of the prior art and proposes a bidirectionally adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam.
[0006] In order to achieve the above purpose, the utility model adopts the following technical solutions:
[0007] A two-way adjustable flip formwork for a roller compacted concrete hyperbolic arch dam comprises a base plate, a fixed plate is symmetrically connected to the top of the base plate, the fixed plate is connected to a lifting plate via a vertical adjustment mechanism, the lifting plate is connected to the flip formwork via a horizontal adjustment mechanism, and support mechanisms are arranged on both sides of the fixed plate.
[0008] Preferably, the vertical adjustment mechanism comprises a first motor, symmetrically arranged vertical adjustment screws and a pulley, the first motor is fixedly connected to the top of one of the fixed plates, and the output end of the first motor is connected to one of the vertical adjustment screws.
[0009] Preferably, the top of the vertical adjustment screw is rotatably connected to the inner wall of the fixed plate, the bottom of the vertical adjustment screw is rotatably connected to the bottom plate, the vertical adjustment screw is fixedly connected to the pulley, and the two pulleys are connected by a belt.
[0010] Preferably, the lateral adjustment mechanism comprises a second motor, a lateral adjustment screw and a movable plate, a movable groove is provided on the top of the lifting plate, and the second motor is fixedly connected to the inner wall of the movable groove.
[0011] Preferably, the output end of the second motor is connected to one end of the transverse adjustment screw, the other end of the transverse adjustment screw is rotatably connected to the inner wall of the movable groove, the transverse adjustment screw is threadedly connected to the movable plate, the top of the movable plate is fixedly connected to the lifting template, and the movable plate is slidably connected to the inner wall of the movable groove.
[0012] Preferably, the supporting mechanism includes a supporting rod and a connecting screw arranged on both sides of the fixed plate, both sides of the fixed plate are symmetrically fixedly connected with fixed blocks, the fixed blocks are connected to the rotating plate through a rotating shaft, the bottom of the rotating plate is fixedly connected to the connecting screw, a thread groove is provided on the top of the supporting rod, the connecting screw is threadedly connected to the thread groove, the bottom of the supporting rod is in a pointed cone shape, and the outer wall of the supporting rod is symmetrically fixedly connected with an adjustment handle.
[0013] Compared with the prior art, the beneficial effects of the utility model are:
[0014] 1. When this equipment is in use, the vertical adjustment mechanism and the lateral adjustment mechanism are used. The first motor will control the vertical movement of the lifting plate and the lifting template through two vertical adjustment screws, two pulleys and a belt. The second motor will control the lateral movement of the lifting template through the lateral adjustment screw control box moving plate. By adjusting the vertical and lateral bidirectional movement of the lifting template, not only is the adjustment simple and convenient, but the bidirectionally adjustable lifting template also facilitates the subsequent hyperbolic arch dam concrete construction.
[0015] 2. When the equipment is in use, the support mechanism is utilized to control the support rod to move downward around the connecting screw rod by adjusting the handle, and the support rod is inserted into the soil at an angle. The equipment can be stably supported by four support rods inserted into the soil. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 A schematic diagram of a three-dimensional structure for storing four support rods in a two-way adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam proposed by the utility model;
[0017] Figure 2 It is a three-dimensional structural schematic diagram of the unfolding of four support rods in a two-way adjustable lifting formwork of a roller compacted concrete hyperbolic arch dam proposed by the utility model;
[0018] Figure 3 It is a schematic diagram of the three-dimensional structure of the connection between the fixed plate, the fixed block, the rotating plate, the connecting screw rod and the supporting rod;
[0019] Figure 4 It is a schematic diagram of the three-dimensional structure of the connection between the lifting plate, the second motor, the lateral adjustment screw, the moving plate and the lifting template.
[0020] In the figure: 1 bottom plate, 2 fixed plate, 3 lifting plate, 4 lifting template, 5 first motor, 6 vertical adjustment screw, 7 pulley, 8 belt, 9 second motor, 10 horizontal adjustment screw, 11 moving plate, 12 moving groove, 13 support rod, 14 connecting screw, 15 fixed block, 16 rotating plate, 17 adjustment handle. DETAILED DESCRIPTION
[0021] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.
[0022] Reference Figure 1-Figure 4 A two-way adjustable flip formwork for a roller compacted concrete hyperbolic arch dam comprises a base plate 1, a fixed plate 2 is symmetrically connected to the top of the base plate 1, the fixed plate 2 is connected to a lifting plate 3 through a vertical adjustment mechanism, the lifting plate 3 is connected to a flip formwork 4 through a horizontal adjustment mechanism, and support mechanisms are arranged on both sides of the fixed plate 2.
[0023] It should be noted that the specific model specifications of the first motor 5 and the second motor 9 need to be selected and determined according to the actual specifications of the device, and the specific selection calculation method adopts the existing technology in this field, so it is not described, and both can be powered by external devices and controlled to be turned on and off;
[0024] Furthermore, the vertical adjustment mechanism includes a first motor 5, symmetrically arranged vertical adjustment screws 6 and a pulley 7, the first motor 5 is fixedly connected to the top of one of the fixed plates 2, and the output end of the first motor 5 is connected to one of the vertical adjustment screws 6;
[0025] It should be noted that the first motor 5 controls the vertical movement of the lifting plate 3 and the lifting template 4 through two vertical adjustment screws 6, two pulleys 7 and a belt 8.
[0026] Furthermore, the top of the vertical adjustment screw 6 is rotatably connected to the inner wall of the fixed plate 2, the bottom of the vertical adjustment screw 6 is rotatably connected to the bottom plate 1, the vertical adjustment screw 6 is fixedly connected to the pulley 7, and the two pulleys 7 are connected by a belt 8;
[0027] It should be noted that a limiting groove is provided on one side of the fixed plate 2, and the lifting plate 3 is slidably connected to the inner wall of the limiting groove, so that the lifting plate 3 can be stably moved up and down.
[0028] Furthermore, the lateral adjustment mechanism includes a second motor 9, a lateral adjustment screw 10 and a moving plate 11, a moving groove 12 is provided on the top of the lifting plate 3, and the second motor 9 is fixedly connected to the inner wall of the moving groove 12;
[0029] It should be noted that the second motor 9 controls the lateral movement of the lifting template 4 through the lateral adjustment screw 10 and the moving plate 11, thereby adjusting the vertical and lateral bidirectional movement of the lifting template 4.
[0030] Further, the output end of the second motor 9 is connected to one end of the lateral adjustment screw 10, the other end of the lateral adjustment screw 10 is rotatably connected to the inner wall of the moving groove 12, the lateral adjustment screw 10 is threadedly connected to the moving plate 11, the top of the moving plate 11 is fixedly connected to the lifting template 4, and the moving plate 11 is slidably connected to the inner wall of the moving groove 12;
[0031] It should be noted that the sliding connection between the moving plate 11 and the inner wall of the moving groove 12 allows the lifting template 4 to perform stable horizontal linear movement.
[0032] Furthermore, the support mechanism includes a support rod 13 and a connecting screw 14 arranged on both sides of the fixed plate 2, and both sides of the fixed plate 2 are symmetrically fixedly connected with a fixed block 15, and the fixed block 15 is connected to a rotating plate 16 through a rotating shaft, and the bottom of the rotating plate 16 is fixedly connected to the connecting screw 14, and a thread groove is provided on the top of the support rod 13, and the connecting screw 14 is threadedly connected to the thread groove. The bottom of the support rod 13 is in a pointed cone shape, and the outer wall of the support rod 13 is symmetrically fixedly connected with an adjustment handle 17;
[0033] It should be noted that the rotating shaft is fixedly connected to the fixed block 15, and the rotating plate 16 is rotatably connected to the rotating shaft, so that the rotating plate can perform normal rotational motion;
[0034] It should be noted that the support rod 13 is controlled to move downward around the connecting screw 14 by adjusting the handle 17, and the support rod 13 is inserted into the soil at an angle. Through the four support rods 13 inserted into the soil, the equipment can be stably supported.
[0035] Working principle of this utility model:
[0036] First, the first motor 5 controls the vertical movement of the lifting plate 3 and the lifting template 4 through two vertical adjustment screws 6, two pulleys 7 and a belt 8, and the second motor 9 controls the lateral movement of the lifting template 4 through the lateral adjustment screw 10 and the moving plate 11. By adjusting the vertical and lateral bidirectional movement of the lifting template 4, not only is the adjustment relatively simple and convenient, but also the subsequent hyperbolic arch dam concrete construction is also convenient through the bidirectionally adjustable lifting template 4;
[0037] Then, the support rod 13 is controlled to move downward around the connecting screw rod 14 by adjusting the handle 17, and the support rod 13 is inserted into the soil at an angle. Through the four support rods 13 inserted into the soil, the equipment can be stably supported.
[0038] The above are only preferred specific implementation methods of the utility model, but the protection scope of the utility model is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the utility model, who makes equivalent replacements or changes based on the technical scheme and utility model concept of the utility model, should be covered by the protection scope of the utility model.
Claims
1. A two-way adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam, comprising a bottom plate (1), characterized in that: The top of the bottom plate (1) is symmetrically connected to a fixed plate (2), the fixed plate (2) is connected to a lifting plate (3) via a vertical adjustment mechanism, the lifting plate (3) is connected to a lifting template (4) via a horizontal adjustment mechanism, and support mechanisms are arranged on both sides of the fixed plate (2).
2. A two-way adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam according to claim 1, characterized in that: The vertical adjustment mechanism comprises a first motor (5), symmetrically arranged vertical adjustment screws (6) and a pulley (7); the first motor (5) is fixedly connected to the top of one of the fixed plates (2); and the output end of the first motor (5) is connected to one of the vertical adjustment screws (6).
3. A two-way adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam according to claim 2, characterized in that: The top of the vertical adjustment screw (6) is rotatably connected to the inner wall of the fixed plate (2), the bottom of the vertical adjustment screw (6) is rotatably connected to the bottom plate (1), the vertical adjustment screw (6) is fixedly connected to the pulley (7), and the two pulleys (7) are connected via a belt (8).
4. The bidirectionally adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam according to claim 1 is characterized in that: The lateral adjustment mechanism comprises a second motor (9), a lateral adjustment screw (10) and a movable plate (11); a movable groove (12) is provided on the top of the lifting plate (3); and the second motor (9) is fixedly connected to the inner wall of the movable groove (12).
5. A two-way adjustable lifting formwork for a roller compacted concrete hyperbolic arch dam according to claim 4, characterized in that: The output end of the second motor (9) is connected to one end of a transverse adjustment screw (10), the other end of the transverse adjustment screw (10) is rotatably connected to the inner wall of the movable groove (12), the transverse adjustment screw (10) is threadedly connected to the movable plate (11), the top of the movable plate (11) is fixedly connected to the lifting template (4), and the movable plate (11) is slidably connected to the inner wall of the movable groove (12).
6. The bidirectionally adjustable lifting formwork for roller compacted concrete hyperbolic arch dam according to claim 1 is characterized in that: The support mechanism comprises a support rod (13) and a connecting screw (14) arranged on both sides of the fixed plate (2); both sides of the fixed plate (2) are symmetrically fixedly connected with a fixed block (15); the fixed block (15) is connected to a rotating plate (16) via a rotating shaft; the bottom of the rotating plate (16) is fixedly connected to the connecting screw (14); the top of the support rod (13) is provided with a thread groove; the connecting screw (14) is threadedly connected to the thread groove; the bottom of the support rod (13) is in a pointed cone shape; and the outer wall of the support rod (13) is symmetrically fixedly connected with an adjustment handle (17).