A concrete adjustable formwork support device

Abstract

The application discloses a concrete adjustable formwork supporting device, which further comprises two arc-shaped supporting plates, connecting end plates arranged at the two ends of the arc-shaped supporting plates, connecting side plates arranged on the two sides of the arc-shaped supporting plates, and two arc-shaped steel modules arranged on the two arc-shaped supporting plates. The connecting end plates are used for fixing the arc-shaped supporting plates to external structures, the connecting side plates are used for connecting the two arc-shaped supporting plates, and the two arc-shaped supporting plates enclose a forming space of a circular mass concrete foundation. According to the circular mass concrete foundation, arc-shaped steel modules with corresponding inner diameters are selected and detachably arranged on the arc-shaped supporting plates to form corresponding circular mass concrete foundation supporting formworks. After pouring concrete into the supporting formworks and through vibration, forming and curing operations, the circular mass concrete foundation is formed.

Description

Technical Field

[0001] This application relates to the field of concrete support technology, and in particular to an adjustable formwork support device for concrete. Background Technology

[0002] With the continuous expansion of construction projects, large-volume circular concrete foundations are widely used in large-scale construction projects, bridge projects, water conservancy projects, and other fields. This has led to a growing demand for support formwork for large-volume circular concrete foundations.

[0003] In existing technologies, wooden formwork is usually used to support large-volume circular concrete structures. However, wooden formwork support requires a lot of materials and labor, has low construction efficiency, and the surface quality of large-volume circular concrete foundations poured using wooden formwork is difficult to guarantee.

[0004] Therefore, it is necessary to propose an adjustable concrete formwork support device to improve construction efficiency, which has become an important technical problem that urgently needs to be solved. Utility Model Content

[0005] This application provides a concrete adjustable formwork support device, which aims to solve the problems of the existing technology, which usually uses wooden formwork to support large-volume circular concrete. Wooden formwork support requires a lot of materials and labor, has low construction efficiency, and the surface quality of large-volume circular concrete foundations poured using wooden formwork is difficult to guarantee.

[0006] To achieve the above objectives, this application proposes an adjustable concrete formwork support device, which further includes: two arc-shaped support plates; connecting end plates, with connecting end plates provided at both ends of the arc-shaped support plates; connecting side plates, with connecting side plates provided on both sides of the arc-shaped support plates; and two arc-shaped steel modules, with the two arc-shaped steel modules respectively provided on the two arc-shaped support plates.

[0007] In some embodiments, the system further includes: a plurality of dovetail blind slots, which are spaced apart on the inner wall surface of the arc-shaped support plate; and a plurality of dovetail protrusions, which are disposed on the outer wall surface of the arc-shaped steel module and are adapted to the dovetail blind slots.

[0008] In some embodiments, the system further includes: a vertical protrusion disposed on the connecting side plate of an arc-shaped support plate; and a vertical groove disposed on the connecting side plate of another arc-shaped support plate, the vertical groove being adapted to the vertical protrusion.

[0009] In some embodiments, the system further includes: an arc-shaped protrusion, wherein an arc-shaped protrusion is provided on the connecting end plate at the bottom of the arc-shaped support plate.

[0010] In some embodiments, it also includes: Lifting holes are provided on the curved steel modules.

[0011] In some embodiments, the system further includes: a plurality of vertical reinforcing ribs, which are spaced circumferentially on the outer side of the arc-shaped support plate; and a plurality of circumferential reinforcing ribs, which are spaced vertically on the vertical reinforcing ribs.

[0012] This application proposes an adjustable concrete formwork support device, further comprising: two arc-shaped support plates; connecting end plates, with connecting end plates at both ends of the arc-shaped support plates; connecting side plates, with connecting side plates disposed on both sides of the arc-shaped support plates; and two arc-shaped steel modules, with the two arc-shaped steel modules respectively disposed on the two arc-shaped support plates. The connecting end plates are used to fix the arc-shaped support plates to the external structure, and the connecting side plates are used to form a connection between the two arc-shaped support plates, which together enclose the forming space of a circular large-volume concrete foundation. Arc-shaped steel modules with corresponding inner diameters are selected according to the circular large-volume concrete foundation, and the arc-shaped steel modules are detachably installed onto the arc-shaped support plates to form the corresponding circular large-volume concrete foundation support formwork. Concrete is poured onto the support formwork, and after vibration, forming, and curing operations, a circular large-volume concrete foundation is formed. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort, wherein: Figure 1 This is a three-dimensional structural schematic diagram of an adjustable concrete formwork support device according to an embodiment of this application; Figure 2 for Figure 1 Enlarged view of part A in the middle; Figure 3 This is a three-dimensional structural diagram of an arc-shaped support plate in one embodiment of this application; Figure 4 for Figure 3 Enlarged view of part B in the middle; Figure 5 This is a three-dimensional structural schematic diagram of another arc-shaped support plate in one embodiment of this application; Figure 6 for Figure 5 A magnified view of part C in the middle.

[0014] In the diagram: 1. Connecting end plate, 11. Arc-shaped protrusion, 2. Arc-shaped steel module, 21. Dovetail protrusion, 3. Vertical reinforcing rib, 4. Circumferential reinforcing rib, 5. Second connecting hole, 6. Connecting side plate, 61. Vertical protrusion, 62. Vertical groove, 7. Lifting hole, 8. Arc-shaped support plate, 81. Dovetail blind groove, 9. First connecting hole. Detailed Implementation

[0015] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of this application, and not all of the embodiments. Based on the embodiments of this application, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of this application.

[0016] It should be noted that all directional indicators (such as up, down, left, right, front, back, etc.) in the embodiments of this application are only used to explain the relative positional relationship and movement of each component in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicator will also change accordingly.

[0017] It should also be noted that when a component is described as "fixed to" or "set on" another component, it can be directly on the other component or there may be an intervening component present. When a component is described as "connected to" another component, it can be directly connected to the other component or there may be an intervening component present.

[0018] Furthermore, the use of terms such as "first" and "second" in this application is for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. Additionally, the technical solutions of the various embodiments can be combined with each other, but only on the basis of being achievable by those skilled in the art. When the combination of technical solutions is contradictory or impossible to implement, such a combination of technical solutions should be considered non-existent and not within the scope of protection claimed in this application.

[0019] See Figure 1 As shown, this application proposes an adjustable concrete formwork support device, which further includes: two arc-shaped support plates 8; connecting end plates 1, with connecting end plates 1 provided at both ends of the arc-shaped support plates 8; connecting side plates 6, with connecting side plates 6 provided on both sides of the arc-shaped support plates 8; and two arc-shaped steel modules 2, with the two arc-shaped steel modules 2 respectively provided on the two arc-shaped support plates 8.

[0020] Two connecting end plates 1 are welded to the outer wall of the arc-shaped support plate 8. The upper end face of the upper connecting end plate 1 is flush with the upper end face of the arc-shaped support plate 8, and the lower end face of the lower connecting end plate 1 is flush with the lower end face of the arc-shaped support plate 8. The two connecting end plates 1 are used to fix the arc-shaped support plate 8 to the external structure, ensuring the stability of the arc-shaped support plate 8. Multiple first connecting holes 9 are provided on the connecting end plates 1 at intervals. The connecting end plates 1 are connected to the external structure through the first connecting holes 9 and bolts, so that the arc-shaped support plate 8 is firmly fixed to the external structure.

[0021] Two connecting side plates 6 are welded to both sides of the arc-shaped support plate 8, and the sides of the connecting side plates 6 are flush with the vertical cross-section of the arc-shaped support plate 8. The two connecting side plates 6 are used to connect the two arc-shaped support plates 8, which together form the forming space of the circular large-volume concrete foundation. The connecting side plates 6 are provided with second connecting holes 5, and the connection of the two arc-shaped support plates 8 is achieved through the second connecting holes 5 and bolts.

[0022] Among them, the two arc-shaped steel modules 2 are the core structure of an adjustable concrete template support device. In actual use, the arc-shaped steel modules 2 with the corresponding inner diameter can be selected according to the circular large-volume concrete foundation, and the arc-shaped steel modules 2 can be detachably installed on the arc-shaped support plate 8 to form the corresponding circular large-volume concrete foundation support template. Concrete is poured on the support template, and after vibration, molding and curing, a circular large-volume concrete foundation is formed.

[0023] In this embodiment, a hollow groove can be provided on the arc-shaped steel module 2. The hollow groove helps to reduce the weight of the arc-shaped steel module 2 and facilitates the assembly of a concrete adjustable formwork support device.

[0024] Specifically, the connecting end plate 1 is used to fix the arc-shaped support plate 8 to the external structure, and the connecting side plate 6 is used to connect the two arc-shaped support plates 8. The two arc-shaped support plates 8 enclose the forming space of the circular large-volume concrete foundation. An arc-shaped steel module 2 with a corresponding inner diameter is selected according to the circular large-volume concrete foundation, and the arc-shaped steel module 2 is detachably installed onto the arc-shaped support plate 8 to form the corresponding circular large-volume concrete foundation support template. Concrete is poured into the support template, and after vibration, forming, and curing, the circular large-volume concrete foundation is formed.

[0025] Among them, the arc-shaped support plate 8, the connecting end plate 1, the connecting side plate 6, and the arc-shaped steel module 2 are all made of stainless steel 304. Stainless steel 304 has good corrosion resistance and excellent mechanical properties, which is conducive to an adjustable concrete formwork support device adapting to diverse and harsh construction environments.

[0026] During the pouring process, a release agent needs to be sprayed onto the inner wall surface of the curved steel module 2. Due to the non-absorbent nature of the curved steel module 2, this helps improve the surface quality of the large-volume circular concrete foundation.

[0027] See Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 As shown, in some embodiments, the system further includes: multiple dovetail blind slots 81, spaced apart on the inner wall surface of the arc-shaped support plate 8; and multiple dovetail protrusions 21, disposed on the outer wall surface of the arc-shaped steel module 2, the protrusions 21 being adapted to the dovetail blind slots 81. When connecting the arc-shaped steel module 2 and the arc-shaped support plate 8, a stable connection is achieved by inserting the dovetail protrusions 21 on the outside of the arc-shaped steel module 2 into the corresponding dovetail blind slots 81 of the arc-shaped support plate 8. Through the cooperation of the dovetail blind slots 81 and the dovetail protrusions 21, the arc-shaped steel module 2 and the arc-shaped support plate 8 are made coaxial, and since the dovetail blind slots 81 are blind slots, the bottom of the dovetail protrusions 21 abuts against the bottom of the dovetail blind slots 81, thus limiting the vertical position of the arc-shaped steel module 2.

[0028] In this embodiment, the maximum width of the dovetail blind groove 81 can be selected according to actual needs. Preferably, the maximum width of the dovetail blind groove 81 is 6cm to 12cm to ensure that the connection strength between the arc-shaped support plate 8 and the arc-shaped steel module 2 meets the design requirements.

[0029] See Figure 3 , Figure 4 , Figure 5 and Figure 6 As shown, in some embodiments, the system further includes: a vertical protrusion 61 disposed on the connecting side plate 6 of one arc-shaped support plate 8; and a vertical groove 62 disposed on the connecting side plate 6 of another arc-shaped support plate 8, the groove adapting to the vertical protrusion 61. During the assembly of the two arc-shaped support plates 8, the vertical protrusion 61 is inserted into the vertical groove 62, facilitating quick positioning of the two arc-shaped support plates 8 before tightening the bolts.

[0030] In this embodiment, the vertical protrusion 61 is provided with a rounded chamfer. The rounded chamfer on the vertical protrusion 61 can not only reduce stress concentration, but also make it easier for the vertical protrusion 61 to be inserted into the vertical groove 62.

[0031] See Figure 5 and Figure 6 As shown, in some embodiments, it further includes: an arc-shaped protrusion 11, which is provided on the connecting end plate 1 at the bottom of the arc-shaped support plate 8. The arc-shaped protrusion 11 is adapted to the arc-shaped groove on the external structure and is used for preliminary positioning of the arc-shaped support plate 8, reducing the installation difficulty of the arc-shaped support plate 8.

[0032] See Figure 1 As shown, in some embodiments, it further includes: a lifting hole 7, which is provided on the arc-shaped steel module 2. The lifting hole 7 is used to screw on the lifting rod, and the crane connects to the lifting rod to realize the assembly and disassembly of the arc-shaped steel module 2.

[0033] See Figure 1 As shown, in some embodiments, the system further includes: multiple vertical reinforcing ribs 3, which are spaced circumferentially on the outer side of the arc-shaped support plate 8; and multiple circumferential reinforcing ribs 4, which are spaced vertically on the vertical reinforcing ribs 3. The vertical reinforcing ribs 3 and the circumferential reinforcing ribs 4 are used to strengthen the arc-shaped support plate 8.

[0034] The above description is only a part or preferred embodiment of this application. Neither the text nor the drawings should limit the scope of protection of this application. All equivalent structural transformations made using the content of this application's specification and drawings under the overall concept of this application, or direct / indirect applications in other related technical fields, are included within the scope of protection of this application.

Claims

1. A concrete adjustable formwork support device, characterized in that, Also includes: Two arc-shaped support plates (8); Connecting end plate (1), the connecting end plate (1) is provided at both ends of the arc-shaped support plate (8); Connecting side plates (6) are provided on both sides of the arc-shaped support plate (8); Two arc-shaped steel modules (2) are respectively disposed on two arc-shaped support plates (8).

2. The adjustable concrete formwork support device according to claim 1, characterized in that, Also includes: Multiple dovetail blind grooves (81) are spaced apart on the inner wall surface of the arc-shaped support plate (8); Multiple dovetail protrusions (21) are provided on the outer wall surface of the arc-shaped steel module (2), and the dovetail protrusions (21) are adapted to the dovetail blind groove (81).

3. The adjustable concrete formwork support device according to claim 1, characterized in that, Also includes: A vertical protrusion (61) is provided on the connecting side plate (6) of the arc-shaped support plate (8); A vertical groove (62) is provided on the connecting side plate (6) of another arc-shaped support plate (8), and the vertical groove (62) is adapted to the vertical protrusion (61).

4. The adjustable concrete formwork support device according to claim 1, characterized in that, Also includes: Arc-shaped protrusion (11) is provided on the connecting end plate (1) at the bottom of the arc-shaped support plate (8).

5. A concrete adjustable formwork support device according to claim 1, characterized in that, Also includes: Lifting hole (7) is provided on the arc-shaped steel module (2).

6. The adjustable concrete formwork support device according to claim 1, characterized in that, Also includes: Multiple vertical reinforcing ribs (3) are arranged circumferentially on the outside of the arc-shaped support plate (8); Multiple circumferential reinforcing ribs (4) are arranged vertically at intervals on the vertical reinforcing ribs (3).

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