Template supporting device of round pipe culvert pipe seat

By using the first telescopic component and the second telescopic component for multi-point support in the formwork support device of the round tube culvert seat, the problem of poor stability of the formwork support system in the prior art is solved, and efficient support under different construction conditions is achieved and improve construction efficiency.

CN222435108UActive Publication Date: 2025-02-07GUANGDONG PROVINCIAL ARCHITECTURAL ENG MACHINERY CONSTR
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Patent Information

Application Number
CN202421219920.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-30
Publication Date
2025-02-07
Estimated Expiration
2034-05-30

AI Technical Summary

Technical Problem

In the prior art, the formwork support system of the round tube culvert seat is poor, resulting in the concrete being easily unstable, expanding molds, and staggered tables during the pouring process, and it is difficult to apply to larger working faces and have different placement. Slope surface of slope coefficient.

Method used

Using a formwork support device including a first telescopic assembly and a second telescopic assembly, the stability is enhanced by providing these components on both sides of the steel formwork, and by adjusting the components in an environment with different excavation widths and slope coefficients. length to adapt to different construction conditions.

Benefits of technology

It improves the stability and versatility of the formwork support system, simplifies the construction process, reduces material consumption, and improves the efficiency and molding quality of pipe seat construction.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides a template supporting device of a circular pipe culvert pipe seat, which comprises a circular pipe culvert, steel templates arranged on two sides of the circular pipe culvert and used for pouring, at least two first telescopic components and at least two second telescopic components, one end of each first telescopic assembly is fixed on the side slope, and the other end of each first telescopic assembly is supported on each steel template; one end of each second telescopic assembly is detachably fixed to the corresponding steel formwork, and the other end of each second telescopic assembly is supported on the outer wall of the circular pipe culvert. The first telescopic assembly and the second telescopic assembly are arranged on the two side faces of the steel formwork respectively to carry out multi-point supporting on the steel formwork, the stability of a formwork supporting system is enhanced, the first telescopic assembly and the second telescopic assembly can adjust the length on excavation faces with different widths, the universality of the formwork supporting device is improved, and the formwork supporting device is suitable for popularization and application. And meanwhile, the formwork supporting device is detachably arranged, construction is convenient and fast, and the pipe base construction efficiency is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of road and bridge traffic construction, in particular to a template supporting device for a circular pipe culvert seat. Background Art

[0002] As a common drainage structure in road engineering, the main function of circular culverts is to guide water flow through the road and ensure the stability and safety of the road. As an important component of circular culverts, the construction quality of the pipe seat is directly related to the service life and safety of the circular culvert. The pipe seat is usually formed by casting using a formwork. However, the use of traditional wooden formwork, wooden support or steel pipe support to cast the pipe seat has problems such as difficult installation, cumbersome procedures, high consumption of materials such as screws and wires, and long construction period. In addition, the stability of the traditional support system is poor, and the concrete is prone to uneven edges, bulging molds, and misalignment during the casting process. At the same time, it is difficult to apply to larger working surfaces and slopes with different slope coefficients, which affects the straightness and verticality of the concrete casting and increases the difficulty of concrete casting. Utility Model Content

[0003] One of the purposes of the present invention is to provide a supporting device for a circular pipe culvert seat, so as to solve the problem of poor stability of the template supporting system of the circular pipe culvert seat in the prior art.

[0004] In order to achieve the above purpose, the technical solution adopted by the utility model is as follows:

[0005] A formwork support device for a circular culvert seat comprises a circular culvert and steel formworks arranged on both sides of the circular culvert for pouring, and also comprises at least two first telescopic assemblies and at least two second telescopic assemblies; one end of each of the first telescopic assemblies is used to be fixed on a slope, and the other end is supported on each of the steel formworks; one end of each of the second telescopic assemblies is detachably connected to each of the steel formworks, and the other end is supported on the outer wall of the circular culvert.

[0006] The formwork support device for the circular culvert seat is adopted. In this scheme, the first telescopic component and the second telescopic component are respectively arranged on both sides of the steel formwork to provide multi-point support for the steel formwork, thereby enhancing the stability of the formwork support system. The first telescopic component and the second telescopic component can be adjusted in length on excavation surfaces of different widths. When the excavation surface is small or large, the first telescopic component and / or the second telescopic component are shortened or extended, so that the formwork support device can support the steel formwork on working surfaces of different excavation widths, thereby improving the versatility of the formwork support device. At the same time, the formwork support device can be detachably arranged, which is convenient for construction and improves the efficiency of pipe seat construction.

[0007] Furthermore, each of the steel formworks includes a plurality of formwork bodies, and each of the formwork bodies is spliced ​​with each other along the length direction of the circular culvert.

[0008] According to the above technical means, the steel formwork is easy to disassemble, assemble and transport, thereby improving the construction efficiency.

[0009] Furthermore, each of the steel formworks also includes square timber, which is mounted on two adjacent formwork bodies and is located on a side of the formwork body away from the circular culvert.

[0010] According to the above technical means, when pouring the pipe seat outside the circular culvert, the steel formwork needs to bear a large lateral pressure due to the fluidity of the concrete and the pouring pressure. The utility model can effectively enhance the overall rigidity of the steel formwork by arranging square timbers to prevent the formwork from deformation or displacement during the pouring process.

[0011] Furthermore, each of the steel formworks also includes a connecting piece, and the square timber is detachably mounted on the formwork body via the connecting piece.

[0012] According to the above technical means, the square wood in the utility model is more flexible and convenient during installation and disassembly, which is convenient for construction workers to operate.

[0013] Furthermore, each of the steel formworks also includes ribs, which are located on a side of the formwork body close to the first telescopic assembly and are distributed along the length direction of each of the formwork bodies, and the square timber is detachably mounted on the ribs via the connecting piece.

[0014] According to the above technical means, the ribs increase the strength of the formwork body, so that the square timber is more firmly installed on the formwork body.

[0015] Furthermore, each of the first telescopic assemblies includes a first telescopic body and a hinge support, the hinge support is fixed on the slope, and one end of the first telescopic body is rotatably disposed on the slope through the hinge support.

[0016] Through the above technical means, the first telescopic component can support the steel formwork on slopes with different excavation and slope coefficients.

[0017] Furthermore, each of the first telescopic components also includes a clamping member, which is installed on the other end of the first telescopic body, and the clamping member can be clamped on the square timber to support the other end of each of the first telescopic components on each of the steel formworks.

[0018] According to the above technical means, the clamping member can prevent the first telescopic assembly from falling from the steel formwork.

[0019] Furthermore, each of the second telescopic assemblies includes a second telescopic body and a fixing member installed at one end of the second telescopic body, and one end of each of the second telescopic bodies is connected to the upper end of the steel template through the fixing member.

[0020] According to the above technical means, the fixing part can prevent the second telescopic assembly from falling from the steel formwork.

[0021] Furthermore, each of the second telescopic assemblies further includes a jacking support, which is mounted on the other end of the second telescopic body, and the other end of the second telescopic assembly is supported on the outer wall of the circular culvert through the jacking support.

[0022] According to the above technical means, the contact area between the second telescopic component and the circular culvert is increased, so that the second telescopic component can support the circular culvert more stably.

[0023] Furthermore, a buffer layer is provided on a side of the jacking support close to the circular pipe culvert, and the surface of the circular pipe culvert is in contact with the buffer layer.

[0024] According to the above technical means, the deformation characteristics of the buffer layer are utilized so that the jacking can be used for the circular culvert sections with different pipe diameters.

[0025] The beneficial effects of the utility model are:

[0026] The utility model respectively arranges the first telescopic component and the second telescopic component on both sides of the steel formwork to support the steel formwork at multiple points, thereby enhancing the stability of the formwork support system, and the first telescopic component and the second telescopic component can adjust the lengths on excavation surfaces of different widths. When the excavation surface is small or large, the first telescopic component and / or the second telescopic component are shortened or lengthened, so that the formwork support device can support the steel formwork on working surfaces of different excavation widths, thereby improving the versatility of the formwork support device. At the same time, the formwork support device can be detachably arranged, which is convenient for construction and improves the efficiency of pipe seat construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0028] Figure 1 It is a front view structural schematic diagram of the utility model.

[0029] Figure 2 It is a schematic diagram of a template support device on one side of a circular culvert of the utility model.

[0030] Figure 3 yes Figure 2 A schematic diagram of the enlarged structure in FIG.

[0031] Figure 4 It is a schematic diagram of the first telescopic component supporting the steel formwork of the utility model.

[0032] Figure 5 It is a schematic diagram of the steel template structure of the utility model.

[0033] Figure 6 It is a structural schematic diagram of the second telescopic component of the utility model being clamped on a steel template.

[0034] in:

[0035] 100, circular culvert; 200, steel formwork; 210, formwork body; 220, square timber; 230, connecting piece; 240, rib; 250, tension screw; 251, locking piece; 300, first telescopic assembly; 310, first telescopic body; 311, clamping piece; 320, hinge support; 400, second telescopic assembly; 410, second telescopic body; 411, fixing piece; 420, top support; 421, buffer layer; 500, limiting piece. DETAILED DESCRIPTION

[0036] The following will refer to the accompanying drawings and preferred embodiments to illustrate the implementation of the present invention. The accompanying drawings are only used for exemplary description and cannot be understood as limiting the present invention. Those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification. The present invention can also be implemented or applied through other different specific implementations, and the details in this specification can also be modified or changed in various ways based on different viewpoints and applications without departing from the spirit of the present invention. It should be understood that the preferred embodiments are only for illustrating the present invention, not for limiting the scope of protection of the present invention.

[0037] It should be noted that the illustrations provided in the following embodiments are only schematic illustrations of the basic concept of the present invention, and thus the drawings only show components related to the present invention rather than being drawn according to the number, shape and size of components in actual implementation. In actual implementation, the type, quantity and proportion of each component may be changed arbitrarily, and the component layout may also be more complicated.

[0038] This embodiment provides Figures 1 to 6The formwork support device for a circular culvert seat shown in the figure comprises a circular culvert 100 and steel formworks 200 arranged on both sides of the circular culvert 100 for pouring, and also comprises at least two first telescopic assemblies 300 and at least two second telescopic assemblies 400; one end of each first telescopic assembly 300 is used to be fixed on the slope, and the other end is supported on each steel formwork 200; one end of each second telescopic assembly 400 is detachably fixed on each steel formwork 200, and the other end is supported on the outer wall of the circular culvert 100.

[0039] In the specific casting construction of the circular culvert seat, firstly, according to the design drawings, the steel formwork 200 is arranged on both sides of the length direction of the circular culvert 100, and then the first telescopic component 300 and the second telescopic component 400 are respectively arranged on the two sides of the steel formwork 200 to ensure that the support device is stable and reliable and can withstand the pressure generated during the casting process, thereby ensuring that the flatness and verticality of the steel formwork 200 meet the design requirements. These first telescopic components 300 and the second telescopic components 400 can be adjusted as needed to achieve multi-point stable support for the steel formwork 200. After the steel formwork 200 is built, the layered casting method is adopted. When casting, it should start from one end and gradually move forward to ensure the uniformity and density of the concrete. Finally, after the concrete strength reaches the design requirements, the steel formwork 200 can be removed to complete the casting of the pipe seat.

[0040] This embodiment provides multi-point support for the steel formwork 200, thereby improving the stability of the supporting device. Moreover, since each first telescopic component 300 and each second telescopic component 400 can be extended and shortened, corresponding adjustments can be made on excavation surfaces of different sizes. When the excavation surface is small or large, each first telescopic component 300 and / or second telescopic component 400 is shortened or extended, so that the formwork supporting device can support the steel formwork 200 on slopes with different excavation widths and different slope coefficients.

[0041] Through the above technical means, the formwork support device of this embodiment has high versatility. At the same time, the formwork support device of this embodiment is a detachable structure, which is convenient to construct and reusable, thereby improving the efficiency of concrete pouring construction, reducing the use of auxiliary materials such as screws and nails, and avoiding the occurrence of nail punctures during construction.

[0042] In this embodiment, each steel template 200 includes a plurality of template bodies 210, each template body 210 is distributed along the length direction of the circular culvert 100, and each template body 210 is spliced ​​together. By splicing together a plurality of template bodies 210, the steel template 200 is easy to disassemble and transport, thereby improving construction efficiency.

[0043] like Figure 4As shown, each steel formwork 200 in this embodiment further includes a square timber 220, which is mounted on two adjacent formwork bodies 210 and is located on the side of the formwork body 210 away from the circular culvert 100. When pouring the pipe seat outside the circular culvert, the steel formwork 200 needs to withstand a large lateral pressure due to the fluidity of the concrete and the pouring pressure. By installing the square timber 220, this solution can effectively enhance the overall rigidity of the steel formwork 200 and prevent the steel formwork 200 from deformation or displacement during the pouring process.

[0044] like Figure 5 As shown, each steel formwork 200 in this embodiment further includes a connecting piece 230, and the square timber 220 is detachably mounted on the formwork body 210 through the connecting piece 230. Through the connecting piece 230, the square timber 220 is more flexible and convenient during installation and removal, and is convenient for construction personnel to operate.

[0045] In this embodiment, each steel template 200 further includes a rib 240, which is located on one side of the template body 210 close to the first telescopic assembly 300 and is distributed along the length direction of each template body 210, and the square wood 220 is detachably mounted on the rib 240 through the connecting piece 230. The rib 240 increases the strength of the template body 210 and further enables the square wood 220 to be more stably mounted on the template body 210.

[0046] Preferably, the connector 230 is a "y"-shaped buckle, the middle part of the upper part of the "y"-shaped buckle is tapped, and a butterfly screw adapted thereto is provided, and the rib 240 is clamped by tightening the butterfly screw, and the square wood 220 is supported by the lower end of the "y"-shaped buckle. Using the "y"-shaped buckle instead of nails and wires makes the connector 230 easier to install and saves the use of materials.

[0047] In other embodiments, the connecting member 230 may be a “U”-shaped fastener, an “L”-shaped supporting member, or other shaped members having similar functions.

[0048] like Figure 4 As shown, in this embodiment, each first telescopic assembly 300 includes a first telescopic body 310 and a hinge support 320, the hinge support 320 is fixed on the slope, and one end of the first telescopic assembly 300 is rotatably arranged on the slope through the hinge support 320. The first telescopic assembly 300 supports the steel formwork 200 at a specific angle on the slope with different excavation slope coefficients.

[0049] like Figure 2As shown, in this embodiment, each first telescopic assembly 300 further includes a clamping member 311, which is mounted at the other end of the first telescopic body 310 to support the other end of each first telescopic assembly 300 on each steel template 200. The clamping member 311 is used to prevent the first telescopic assembly 300 from falling off the steel template 200.

[0050] Preferably, the clamping member 311 is Π-shaped, with its opening facing the square wood 220 , and the square wood 220 is clamped on the inner side of the clamping member 311 .

[0051] Optionally, the clamping member 311 may be a part having a clamping function such as a steel clamp, a spring clamp, an electromagnetic clamp, or a hydraulic clamp.

[0052] In other embodiments, the cross-section of the square wood 220 may be circular, oval, or the like.

[0053] In other embodiments, the square wood 220 may be replaced by square steel, and the square steel may be connected to the template body 210 via a connector 230 , or may be welded to the template body 210 , so as to achieve a stable splicing of the template body 210 .

[0054] like Figure 6 As shown, in this embodiment, each second telescopic assembly 400 includes a second telescopic body 410 and a fixing member 411 installed at one end of the second telescopic body 410, and one end of each second telescopic body 410 is connected to the upper end of the steel template 200 through the fixing member 411. The fixing member 411 is used to prevent the second telescopic assembly 400 from falling off the steel template 200.

[0055] Preferably, the fixing member 411 includes at least two fixing blocks, which are welded to the second telescopic assembly 400 , and the upper end of the steel template 200 is clamped between the at least two fixing blocks to achieve a fixed connection between the second telescopic assembly 400 and the steel template 200 .

[0056] In other embodiments, the fixing member 411 may be a “U”-shaped fixing block fixed to the second telescopic assembly 400 , or a steel clamp, a spring clamp, an electromagnetic clamp, a hydraulic clamp, etc.

[0057] In this embodiment, each second telescopic assembly 400 further includes a jacking support 420, which is mounted on the other end of the second telescopic body 410, and the other end of the second telescopic assembly 400 is supported on the outer wall of the circular culvert 100 through the jacking support 420. The jacking support 420 increases the contact area between the second telescopic assembly 400 and the circular culvert 100, so that the second telescopic assembly 400 can support the circular culvert 100 more stably.

[0058] Preferably, the surface where the top support 420 contacts the circular culvert 100 has a certain curvature.

[0059] In this embodiment, a buffer layer 421 is provided on one side of the top support 420 close to the circular culvert 100, and the surface of the circular culvert 100 fits the buffer layer 421. By utilizing the deformation characteristics of the buffer layer 421, the top support 420 can be used for the circular culvert 100 sections with different pipe diameters, and plays a role in protecting and reducing shock on the circular culvert 100.

[0060] Preferably, the buffer layer 421 is made of rubber.

[0061] Optionally, the buffer layer 421 is made of soft materials such as PC, TPE, and silicone.

[0062] like Figure 3 As shown, in this embodiment, a limiter 500 and a tension screw 250 are further provided at the lower end of the steel formwork 200. The limiter 500 is located on the side of the steel formwork 200 close to the circular pipe culvert 100, and plays a pre-positioning role for the steel formwork 200. One end of the tension screw 250 is buried in the concrete supporting the circular pipe culvert 100, and the other end passes through the lower end of the steel formwork 200 and is locked by the locking member 251. The limiter 500 and the tension screw 250 can fix the lower end of the steel formwork 200, and prevent the bottom of the steel formwork 200 from being over-pressured and causing mold expansion during concrete pouring.

[0063] Preferably, the locking member 251 is a mountain-shaped clip and a nut, and the limiting member 500 is a pre-embedded steel bar head.

[0064] In other embodiments, the limiting member 500 may be disposed on a side of the steel template 200 away from the circular culvert 100 or on both sides of the steel template 200 at the same time.

[0065] In this embodiment, the first telescopic body 310 and the second telescopic body 410 adopt a combination of a screw and a sleeve to achieve the function of extension and contraction.

[0066] In other embodiments, the first telescopic body 310 and the second telescopic body 410 can both be composed of a first set of rods and a second set of rods that can slide relative to each other, the first set of rods and the second set of rods are parallel to each other, and fixing holes are opened on the rod body and are equipped with fixing screws to realize the telescopic function, and they are fixed after being extended to the target length.

[0067] This embodiment constrains the steel formwork 200 through the first telescopic component 300 and the second telescopic component 400, thereby adjusting the straightness and verticality of the steel formwork 200 to prevent it from tilting. At the same time, the formwork support device reliably reinforces the steel formwork 200, which can be used in complex construction environments and ensures the quality of the pipe seat concrete molding.

[0068] Obviously, the above embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the implementation methods of the present invention. For those skilled in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all implementation methods here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included in the protection scope of the claims of the present invention.

Claims

1. A formwork support device for a circular culvert seat, comprising a circular culvert (100) and steel formworks (200) arranged on both sides of the circular culvert (100) for pouring, characterized in that: It also comprises at least two first telescopic assemblies (300) and at least two second telescopic assemblies (400); one end of each of the first telescopic assemblies (300) is used to be fixed on the slope, and the other end is supported on each of the steel templates (200); one end of each of the second telescopic assemblies (400) is detachably connected to each of the steel templates (200), and the other end is supported on the outer wall of the circular culvert (100).

2. The formwork support device for a circular culvert seat according to claim 1, characterized in that: Each of the steel templates (200) comprises a plurality of template bodies (210), and each of the template bodies (210) is spliced ​​together along the length direction of the circular culvert (100).

3. The formwork support device for a circular culvert seat according to claim 2, characterized in that: Each of the steel formworks (200) further comprises a square timber (220), wherein the square timber (220) is mounted on two adjacent formwork bodies (210) and is located on a side of the formwork body (210) away from the circular culvert (100).

4. The formwork support device for a circular culvert seat according to claim 3, characterized in that: Each of the steel templates (200) further comprises a connecting piece (230), and the square timber (220) is detachably mounted on the template body (210) via the connecting piece (230).

5. The formwork support device for a circular culvert seat according to claim 4, characterized in that: Each of the steel formworks (200) further includes a rib (240), wherein the rib (240) is located on a side of the formwork body (210) close to the first telescopic assembly (300) and is distributed along the length direction of each of the formwork bodies (210), and the square timber (220) is detachably mounted on the rib (240) via the connecting piece (230).

6. The formwork support device for a circular culvert seat according to claim 3, characterized in that: Each of the first telescopic assemblies (300) comprises a first telescopic body (310) and a hinge support (320), wherein the hinge support (320) is fixed on the slope, and one end of the first telescopic body (310) is rotatably arranged on the slope via the hinge support (320).

7. The formwork support device for a circular culvert seat according to claim 6, characterized in that: Each of the first telescopic assemblies (300) further comprises a clamping member (311), wherein the clamping member (311) is mounted on the other end of the first telescopic body (310), and the clamping member (311) can be clamped on the square timber (220) to support the other end of each of the first telescopic assemblies (300) on each of the steel formworks (200).

8. The formwork support device for a circular culvert seat according to claim 1, characterized in that: Each of the second telescopic assemblies (400) comprises a second telescopic body (410) and a fixing member (411) installed at one end of the second telescopic body (410); one end of each of the second telescopic bodies (410) is connected to the upper end of the steel formwork (200) via the fixing member (411).

9. The formwork support device for a circular culvert seat according to claim 8, characterized in that: Each of the second telescopic assemblies (400) further comprises a top support (420), wherein the top support (420) is mounted on the other end of the second telescopic body (410), and the other end of the second telescopic assembly (400) is supported on the outer wall of the circular culvert (100) through the top support (420).

10. The formwork support device for a circular culvert seat according to claim 9, characterized in that: A buffer layer (421) is provided on a side of the top support (420) close to the circular culvert (100), and the surface of the circular culvert (100) is in contact with the buffer layer (421).