Bent cap supporting system

Abstract

The utility model relates to the technical field of bridge engineering, and discloses a bent cap supporting system. The bent cap supporting system comprises a plurality of bases, a plurality of vertical supporting assemblies, a horizontal supporting assembly and a plurality of inclined supporting pieces, the multiple bases are arranged in the circumferential direction of a pier body at intervals, and the bases are arranged on a bearing platform; the multiple vertical supporting assemblies correspond to the multiple bases one to one, the vertical supporting assemblies are movably arranged on the bases in the vertical direction, the vertical supporting assemblies extend in the vertical direction, and the extending length of the vertical supporting assemblies is adjustable; the horizontal supporting assembly is arranged at the top of the vertical supporting assembly and used for bearing the bent cap. A plurality of inclined supporting pieces are arranged between any vertical supporting assembly and the horizontal supporting assembly, one end of each inclined supporting piece is connected with the corresponding vertical supporting assembly, and the other end of each inclined supporting piece is connected with the corresponding horizontal supporting assembly. The bent cap supporting system can be used for soft soil areas and overwater bridge engineering, does not make contact with a pier body, facilitates accurate control over the construction quality, simplifies the construction steps and improves the construction efficiency.

Description

Technical Field

[0001] This utility model belongs to the field of bridge engineering technology, and in particular relates to a cap beam support system. Background Technology

[0002] As a key load-bearing component in bridge engineering, the construction quality of the cap beam directly affects the overall safety and durability of the bridge structure. Cap beams are typically installed atop piers (abutments) or pile banks, primarily supporting the superstructure and transferring loads to the foundation. However, because cap beams are located atop piers and lack direct supporting foundations, the load transfer path is obstructed during construction. To address this technical challenge, scaffolding structures are commonly used as temporary support systems in engineering projects, enabling effective transfer of construction loads to the foundation or piers, thereby ensuring the safety, stability, and construction efficiency of the cap beam.

[0003] Currently, the commonly used support structures for bridge cap construction mainly include two types: ground-supported and pier-supported, each with its own characteristics and suitable for different engineering conditions. Ground-supported supports are directly supported on the foundation, offering advantages such as simple structure and flexible erection, but they require high foundation bearing capacity. In soft soil foundations or underwater construction, complex foundation treatment measures are often necessary, significantly increasing bridge construction costs, extending the construction period, and increasing construction difficulty. In contrast, pier-supported supports are anchored to the pier body through embedded parts or clamps, directly utilizing the pier column as the support foundation. This effectively overcomes the limitations of poor foundation conditions and is particularly suitable for soft soil areas and underwater bridge projects. However, this type of support has strict requirements on the concrete strength of the pier body, and anchoring holes need to be reserved in the pier body during construction. Later, not only is hole sealing and surface repair necessary, but it may also adversely affect the appearance quality of the pier body, increasing the complexity of construction and the difficulty of quality control.

[0004] Therefore, a cap beam support system is urgently needed to solve the above problems. Utility Model Content

[0005] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a cap beam support system that can be used in soft soil areas and water bridge projects. It will not come into contact with the pier body, which helps to accurately control the construction quality, simplifies the construction steps, reduces the amount of embedded parts used, and improves the construction efficiency.

[0006] To achieve this objective, the present invention adopts the following technical solution:

[0007] A cap beam support system is provided, wherein the pier body is set on the cap cap, and the cap beam support system includes:

[0008] Multiple bases can be arranged at intervals along the circumference of the pier body, and the bases can be installed on the pier cap;

[0009] Multiple vertical support components correspond one-to-one with multiple bases. The vertical support components are movably mounted on the corresponding bases in the vertical direction. The vertical support components extend in the vertical direction and their extension length is adjustable.

[0010] A horizontal support assembly is installed on top of multiple vertical support assemblies; the horizontal support assembly is used to support the cap beam.

[0011] Multiple inclined support components are provided between any vertical support component and the horizontal support component. One end of the inclined support component is connected to the corresponding vertical support component, and the other end is connected to the horizontal support component.

[0012] Optionally, the base is provided with a height adjustment component, and the vertical support component is detachably mounted on the height adjustment component, the height of which is adjustable in the vertical direction.

[0013] Optionally, the height adjustment mechanism can be a drop block, jack, or hydraulic cylinder.

[0014] Optionally, the vertical support assembly includes multiple coaxial and connected vertical support members, any two connected vertical support members are detachably connected, and the extension lengths of any two connected vertical support members may be the same or different.

[0015] Optionally, the horizontal support assembly includes two longitudinal support members and multiple transverse support members. The two longitudinal support members are respectively located on both sides of the pier body along the width direction of the cap beam. The longitudinal support members extend along the extension direction of the cap beam. The vertical support assembly and the diagonal support members are connected to the longitudinal support members. A triangular support space is formed between the longitudinal support members, the diagonal support members, and the vertical support assembly.

[0016] Multiple transverse supports are arranged at intervals along the extension direction of the longitudinal supports. The transverse supports extend along the width direction of the cap beam and are located between the cap beam and the longitudinal supports, and are fixedly connected to both longitudinal supports.

[0017] Optionally, the horizontal support assembly also includes multiple connectors, which are spaced apart along the extension direction of the longitudinal support members. One end of each connector is detachably connected to one of the two longitudinal support members, and the other end of each connector is detachably connected to the other of the two longitudinal support members.

[0018] Optionally, a number of first reinforcing members are provided in the support space. One end of the first reinforcing member is connected to the inclined support member, and the other end is connected to the longitudinal support member or the inclined support member.

[0019] Optionally, the cap beam support system also includes a second reinforcement located between two adjacent vertical support assemblies. The vertical support assembly includes a connecting portion, with an inclined support member connected to one side of the connecting portion and the second reinforcement member detachably connected to the other side of the connecting portion.

[0020] Optionally, the cap beam support system also includes multiple third reinforcements that extend horizontally or tilt vertically, are located between two adjacent vertical support components, and are detachably connected to the corresponding vertical support components.

[0021] Optionally, the cap beam support system also includes a fourth reinforcement extending in the horizontal direction, the two ends of which are detachably connected to two adjacent diagonal supports.

[0022] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0023] This invention provides a cap beam support system. Vertical support components are mounted on a base, which is placed on a pier platform. Multiple bases are arranged at intervals along the circumference of the pier body, ensuring that the multiple vertical support components surround the pier body without contacting it. This significantly reduces the impact on the pier's appearance and quality, facilitates precise control of construction quality, and eliminates the need for pre-embedded anchors and surface repairs, simplifying construction steps, reducing the amount of pre-embedded parts used, and improving construction efficiency. Furthermore, the pier platform, as the supporting structure for the pier body, has a larger cross-sectional area and stronger load-bearing capacity compared to the existing cap beam structure. It can effectively support the cap beam support system provided by this invention and the construction load of the cap beam transmitted through it. This not only places less stringent requirements on the concrete strength of the pier platform but also makes it suitable for soft soil areas and water bridge projects. The vertical support assembly rests on the bearing platform via a base, while the horizontal support assembly is located on top of the vertical support assembly. This allows the load during the cap beam construction process to be transferred from the horizontal support assembly to the vertical support assembly, which then transfers the construction load to the bearing platform via the base, thus achieving effective load transfer during cap beam construction. One end of the diagonal support member is connected to the vertical support assembly, and the other end is connected to the horizontal support assembly. The diagonal support member, vertical support assembly, and horizontal support assembly form a triangular structure, giving the cap beam support system of this invention good structural stability, outstanding load-bearing capacity, and high space utilization efficiency, ensuring the safety and stability of cap beam construction. Furthermore, several diagonal support members can be installed between the vertical and horizontal support assemblies, allowing workers to adjust the overall stiffness of the cap beam support system by setting different numbers of diagonal support members to adapt to different working conditions. This expands the applicability of the cap beam support system provided by this invention while ensuring the safety and stability of cap beam construction. In addition, the extension length of the vertical support component is adjustable and the vertical support component is movably mounted on the base in the vertical direction, so that the vertical support component can adapt to the pier body of different heights by adjusting its extension length and its height on the base, so as to ensure that the horizontal support component can stably support the cap beam. Attached Figure Description

[0024] Figure 1 The first front view of the cap beam support system provided by this utility model;

[0025] Figure 2 for Figure 1 Sectional view of AA in the middle;

[0026] Figure 3 A cross-sectional view of the inclined support component of the cap beam support system provided by this utility model;

[0027] Figure 4 This is a second front view of the cap beam support system provided by this utility model;

[0028] Figure 5 This is the third front view of the cap beam support system provided by this utility model;

[0029] Figure 6 This is a top view of the cap beam support system provided by this utility model.

[0030] in:

[0031] 100. Pier body; 200. Pier cap; 300. Cap beam;

[0032] 1. Base;

[0033] 2. Vertical support assembly; 21. Vertical support member; 22. Connecting part; 221. Second connecting plate;

[0034] 3. Horizontal support assembly; 31. Longitudinal support member; 311. Connector; 312. First connecting plate; 32. Transverse support member;

[0035] 4. Angled support components;

[0036] 5. Height adjustment mechanism;

[0037] 61. First reinforcing member; 62. Second reinforcing member; 63. Third reinforcing member. Detailed Implementation

[0038] It should be understood that in the description of this utility model, the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", and "outer" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0039] It should be noted that, in the description of this utility model, unless otherwise explicitly specified and limited, the terms "set," "connected," and "linked" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0040] The technical solution of this utility model will be further described below with reference to the accompanying drawings and specific embodiments.

[0041] like Figures 1 to 6 As shown, this embodiment provides a cap beam support system that can be used in soft soil areas and water bridge projects. It does not come into contact with the pier body 100, which helps to accurately control the construction quality, simplifies the construction steps, reduces the amount of embedded parts used, and improves the construction efficiency.

[0042] See Figure 1 , Figure 2 and Figure 4 The pier body 100 is set on the abutment 200. The cap beam support system includes multiple bases 1, multiple vertical support components 2, horizontal support components 3, and multiple inclined support members 4. The multiple bases 1 can be arranged at intervals along the circumference of the pier body 100 and can be set on the abutment 200. The multiple vertical support components 2 correspond one-to-one with the multiple bases 1. The vertical support components 2 are movably set on the corresponding bases 1 in the vertical direction. The vertical support components 2 extend in the vertical direction and their extension length is adjustable. The horizontal support components 3 are set on the top of the multiple vertical support components 2 and are used to support the cap beam 300. Several inclined support members 4 are set between any vertical support component 2 and the horizontal support component 3. One end of the inclined support member 4 is connected to the corresponding vertical support component 2, and the other end is connected to the horizontal support component 3.

[0043] The cap beam support system provided in this embodiment has vertical support components 2 mounted on base 1, which is mounted on pier cap 200. Multiple bases 1 are arranged at intervals along the circumference of pier body 100, ensuring that the multiple vertical support components 2 surround the pier body 100 without contacting it. This significantly reduces the impact on the appearance and quality of the pier body 100, facilitating precise control of construction quality. It also eliminates the need for pre-embedding anchors in the pier body 100 and repairing the surface of the pier body 100, simplifying the construction process, reducing the amount of pre-embedded parts used, and improving construction efficiency. Furthermore, the pier cap 200, as the supporting structure for the pier body 100, is an existing structure compared to the cap beam 300. It has a larger cross-sectional area and stronger load-bearing capacity, effectively supporting the cap beam support system provided in this embodiment and the construction load of the cap beam 300 transmitted through it. This not only places less stringent requirements on the concrete strength of the pier cap 200 but also makes it suitable for soft soil areas and water bridge projects. The vertical support component 2 rests on the foundation 200 via the base 1, and the horizontal support component 3 is located on top of the vertical support component 2. This allows the load during the construction of the cap beam 300 to be transferred from the horizontal support component 3 to the vertical support component 2, and then from the vertical support component 2 to the foundation 200 via the base 1, thus achieving effective load transfer for the cap beam 300. One end of the inclined support component 4 is connected to the vertical support component 2, and the other end is connected to the horizontal support component 3. The inclined support component 4, the vertical support component 2, and the horizontal support component 3 form a triangular structure, giving the cap beam support system provided in this embodiment the characteristics of good structural stability, outstanding load-bearing capacity, and high space utilization efficiency, thereby ensuring the safety and stability of the cap beam 300 construction. Furthermore, several diagonal support members 4 can be installed between the vertical support component 2 and the horizontal support component 3, allowing workers to adjust the overall rigidity of the cap beam support system by setting different numbers of diagonal support members 4 to adapt to different working conditions. This not only ensures the construction safety and stability of the cap beam 300 but also expands the applicability of the cap beam support system provided in this embodiment. In addition, the extension length of the vertical support component 2 is adjustable, and the vertical support component 2 is movably installed on the base 1 in the vertical direction. This allows the vertical support component 2 to adapt to piers 100 of different heights by adjusting its extension length and its height on the base 1, ensuring that the horizontal support component 3 can stably support the cap beam 300.

[0044] For example, the base 1 is a block made of concrete. The cross-sectional shape of the foundation 200 is rectangular, and four bases 1 and four vertical support components 2 are provided, with the four bases 1 located at the four corners of the foundation 200.

[0045] Specifically, when an inclined support 4 is provided between the vertical support component 2 and the horizontal support component 3, only one triangle is formed between the inclined support 4, the vertical support component 2, and the horizontal support component 3; when N inclined support components 4 are provided between the vertical support component 2 and the horizontal support component 3, the multiple inclined support components 4 are preferably parallel to each other, and N+1 triangles can be formed between the inclined support components 4, the vertical support component 2, and the horizontal support component 3, where N is a positive integer greater than 1. (See also...) Figure 4 Two diagonal support members 4 are provided between each vertical support component 2 and the horizontal support component 3.

[0046] For example, see Figure 3 The inclined support 4 is a box-shaped structure formed by welding two channel steels. That is, the inclined support 4 has a closed section, which has strong torsional stiffness and can withstand bidirectional pressure, significantly improving the stability of the inclined support 4 structure.

[0047] Optionally, see Figure 2 A height adjustment component 5 is provided on the base 1, and the vertical support component 2 is detachably mounted on the height adjustment component 5. The height adjustment component 5 is adjustable in the vertical direction. By adjusting the height of the height adjustment component 5, the vertical position of the vertical support component 2 on the base 1 can be changed to ensure that the horizontal support component 3 located at the top of the vertical support component 2 can effectively support the cover beam 300.

[0048] For example, the height adjustment element 5 is a drop block, jack, or hydraulic cylinder.

[0049] In this embodiment, see Figure 2 The height adjustment component 5 uses a drop block, and the vertical support assembly 2 is detachably connected to the top surface of the drop block via bolts. By tightening the bolts on the drop block, the two wedge blocks facing each other in the vertical direction can be moved closer or further apart, thus adjusting their height and completing the adjustment of the position of the vertical support assembly 2 on the base 1. In addition, the drop block, through its special structure, bears the vertical load transmitted from the vertical support assembly 2, ensuring the stability of the vertical support assembly 2 structure; moreover, the isosceles trapezoidal cross-section design of the drop block allows the load to be evenly distributed, helping to reduce the risk of stress concentration.

[0050] Optionally, see Figure 2The vertical support assembly 2 includes multiple coaxial and connected vertical support members 21. Any two connected vertical support members 21 are detachably connected, and their extension lengths may be the same or different. This arrangement allows workers to adjust the overall length of the vertical support assembly 2 by changing the number of vertical support members 21, by using vertical support members 21 of different lengths, or by combining both methods. This ensures that the horizontal support assembly 3 at the top of the vertical support assembly 2 can effectively support the cap beam 300. Furthermore, the detachable connection between the vertical support members 21 allows the entire vertical support assembly 2 to be disassembled and separated after the cap beam 300 is constructed. This facilitates quick removal or installation of the cap beam support system from or onto the cap platform 200, simplifying on-site construction.

[0051] For example, the vertical support 21 is made of steel pipe, and two adjacent steel pipes are detachably connected by flanges and bolts. Specifically, the base 1 is made of concrete blocks with a width and length of 800mm, the outer diameter of the steel pipe is 400mm, the wall thickness is 14mm, and the length of the steel pipe includes, but is not limited to, 0.5m, 1.0m, 2.0m, 4.0m and 7.0m.

[0052] Optionally, see Figure 2 , Figure 5 and Figure 6 The horizontal support assembly 3 includes two longitudinal support members 31 and multiple transverse support members 32. The two longitudinal support members 31 are respectively located on the pier body 100 along the width direction of the cap beam 300. Figure 6 On both sides of the X direction in the middle, the longitudinal support 31 extends along the extension direction of the cap beam 300. Figure 6 Extending in the Y direction, the vertical support component 2 and the diagonal support component 4 are both connected to the longitudinal support component 31. A triangular support space is formed between the longitudinal support component 31, the diagonal support component 4, and the vertical support component 2. Multiple transverse support components 32 are arranged at intervals along the extension direction of the longitudinal support component 31. The transverse support components 32 extend along the width direction of the cap beam 300 and are located between the cap beam 300 and the longitudinal support component 31, and are fixedly connected to both longitudinal support components 31. The longitudinal support component 31 and the transverse support component 32 form a two-way stress spatial grid system. This system can distribute the construction load of the cap beam 300 to multiple directions, avoiding deformation or damage caused by stress concentration in the longitudinal support component 31 or the transverse support component 32 in one direction. Moreover, this arrangement of the longitudinal support component 31 and the transverse support component 32 can also significantly improve the torsional stiffness of the horizontal support component 3, so as to effectively resist the torsional effect caused by the eccentric load during construction.

[0053] Specifically, see Figure 2 and Figure 6 The horizontal support assembly 3 also includes multiple connectors 311, which are spaced apart along the extension direction of the longitudinal support 31. One end of the connector 311 is detachably connected to one of the two longitudinal support 31, and the other end of the connector 311 is detachably connected to the other of the two longitudinal support 31, so as to connect the two longitudinal support 31, increase the overall rigidity between the two longitudinal support 31, and ensure the stability of the cap beam 300.

[0054] For example, the connector 311 is made of channel steel and is connected to the vertical support assembly 2 by a pin.

[0055] For example, the longitudinal support 31 is formed by splicing two H-beams of type 30b, and the transverse support 32 is formed by splicing two H-beams of type 32b. The transverse support 32 is welded to the longitudinal support 31.

[0056] For example, see Figure 4 and Figure 5 The bottom of the longitudinal support member 31 is provided with a first connecting plate 312, and the inclined support member 4 is welded or bolted to the first connecting plate 312 to realize the connection between the longitudinal support member 31 and the inclined support member 4.

[0057] In this embodiment, see Figure 5 The support space is equipped with several first reinforcing members 61. One end of each first reinforcing member 61 is connected to the inclined support member 4, and the other end is connected to the longitudinal support member 31 or the vertical support assembly 2. This arrangement allows the support space to be divided into multiple triangles, forming a planar truss structure, which significantly increases the stability of the inclined support member 4 and effectively prevents it from bending or being damaged.

[0058] For example, the first reinforcing member 61 is made of steel pipe, which can extend vertically or tilt vertically.

[0059] Specifically, see Figure 6 Multiple first reinforcing members 61 are provided. One part of the first reinforcing members 61 is connected at one end to the inclined support member 4 and at the other end to the longitudinal support member 31. Another part of the first reinforcing members 61 is connected at one end to the inclined support member 4 and at the other end to the vertical support assembly 2, which further increases the stability of the inclined support member 4.

[0060] Optionally, see Figure 2 , Figure 4 and Figure 5The cap beam support system also includes a second reinforcing member 62 located between two adjacent vertical support components 2. Each vertical support component 2 includes a connecting portion 22, with an inclined support member 4 connected to one side of the connecting portion 22. The second reinforcing member 62 is detachably connected to the other side of the connecting portion 22. This arrangement ensures that the side of the vertical support component 2 facing away from the inclined support member 4 is also supported, meaning that both sides of the vertical support component 2 can be symmetrically stressed. This prevents deformation or damage to the vertical support component 2 under excessive pressure from one side of the inclined support member 4, thus ensuring the structural stability of the vertical support component 2. The second reinforcing member 62, located between the two vertical support components 2, allows the force exerted by the inclined support member 4 on the vertical support component 2 to be distributed to the other vertical support components 2, further reducing the stress on a single vertical support component 2 and improving the structural stability of the vertical support component 2. In addition, the second reinforcing member 62 is detachably connected to the connecting part 22, which facilitates the installation of the second reinforcing member 62 on the vertical support assembly 2 and allows workers to quickly disassemble the cap beam support system after the cap beam 300 is constructed, thus improving the convenience of construction.

[0061] For example, the second reinforcing member 62 is a steel pipe with an outer diameter of 300 mm and a wall thickness of 14 mm, and the connecting part 22 is a steel sleeve. A section of steel pipe with a flange is provided on the side of the connecting part 22 that connects to the second reinforcing member 62. The second reinforcing member 62 is detachably connected to the connecting part 22 via the flange and bolts. A second connecting plate 221 is provided on the side of the connecting part 22 facing the inclined support member 4. The inclined support member 4 and the second connecting plate 221 are welded or bolted together to achieve the connection between the connecting part 22 and the inclined support member 4.

[0062] Optionally, see Figure 4 and Figure 5 The cap beam support system also includes multiple third reinforcing members 63. These third reinforcing members 63 extend horizontally or tilt vertically, are located between two adjacent vertical support components 2, and are detachably connected to the corresponding vertical support components 2. The placement of the third reinforcing members 63 allows for connection between adjacent vertical support components 2, thereby increasing the overall rigidity of the multiple vertical support components 2 and improving the overall stability of the cap beam support system. Furthermore, the detachable connection between the third reinforcing members 63 and the vertical support components 2 facilitates the installation of the cap beam support system at the pier 100, improving the convenience of on-site construction.

[0063] In this embodiment, a portion of the plurality of third reinforcing members 63 extends horizontally, while another portion of the plurality of third reinforcing members 63 is vertically inclined. The vertically inclined third reinforcing members 63 form a plurality of X-shaped diagonal braces between two adjacent vertical support components 2, which significantly increases the tensile stiffness between two adjacent vertical support components 2 and significantly improves the overall stability of the cap beam support system.

[0064] For example, the third reinforcing member 63 is made of channel steel and is connected to the vertical support assembly 2 by a pin.

[0065] Optionally, the cap beam support system also includes a fourth reinforcing member extending horizontally, with both ends of the fourth reinforcing member detachably connected to two adjacent inclined support members 4. The fourth reinforcing member allows for connection between adjacent inclined support members 4, thereby increasing the overall rigidity of the multiple inclined support members 4 and improving the overall stability of the cap beam support system. Furthermore, the detachable connection between the fourth reinforcing member and the inclined support members 4 facilitates the installation of the cap beam support system at the pier 100, improving the convenience of on-site construction.

[0066] For example, the fourth reinforcing member is made of channel steel and is connected to the inclined support member 4 by a pin.

[0067] The above description is only a specific embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Those skilled in the art should understand that any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope disclosed in the present utility model fall within the protection and disclosure scope of the present utility model.

Claims

1. A cap beam support system, wherein the pier body (100) is disposed on the pier cap (200), characterized in that, The cap beam support system includes: Multiple bases (1) can be arranged at intervals along the circumference of the pier body (100), and the bases (1) can be disposed on the pier (200); Multiple vertical support components (2) correspond one-to-one with multiple bases (1). The vertical support components (2) are movably disposed on the corresponding bases (1) in the vertical direction. The vertical support components (2) extend in the vertical direction and their extension length is adjustable. A horizontal support assembly (3) is disposed on top of a plurality of vertical support assemblies (2), the horizontal support assembly (3) being used to support the cap beam (300); Multiple inclined support members (4) are provided between any vertical support component (2) and the horizontal support component (3). One end of the inclined support member (4) is connected to the corresponding vertical support component (2), and the other end is connected to the horizontal support component (3).

2. The cap beam support system according to claim 1, characterized in that, The base (1) is provided with a height adjustment component (5), and the vertical support component (2) is detachably provided on the height adjustment component (5). The height adjustment component (5) is adjustable in the vertical direction.

3. The cap beam support system according to claim 2, characterized in that, The height adjustment component (5) is a drop block, jack or hydraulic cylinder.

4. The cap beam support system according to claim 1, characterized in that, The vertical support assembly (2) includes multiple coaxial and connected vertical support members (21), any two connected vertical support members (21) are detachably connected, and the extension lengths of any two connected vertical support members (21) may be the same or different.

5. The cap beam support system according to claim 1, characterized in that, The horizontal support assembly (3) includes two longitudinal support members (31) and multiple transverse support members (32). The two longitudinal support members (31) are respectively disposed on both sides of the pier body (100) along the width direction of the cap beam (300). The longitudinal support members (31) extend along the extension direction of the cap beam (300). The vertical support assembly (2) and the diagonal support member (4) are both connected to the longitudinal support members (31). A triangular support space is formed between the longitudinal support members (31), the diagonal support member (4), and the vertical support assembly (2). Multiple transverse support members (32) are arranged at intervals along the extension direction of the longitudinal support member (31). The transverse support members (32) extend along the width direction of the cap beam (300). The transverse support members (32) are located between the cap beam (300) and the longitudinal support member (31) and are fixedly connected to both of the longitudinal support members (31).

6. The cap beam support system according to claim 5, characterized in that, The horizontal support assembly (3) further includes a plurality of connectors (311), which are spaced apart along the extension direction of the longitudinal support (31). One end of each connector (311) is detachably connected to one of the two longitudinal supports (31), and the other end of each connector (311) is detachably connected to the other of the two longitudinal supports (31).

7. The cap beam support system according to claim 5, characterized in that, The support space is provided with a plurality of first reinforcing members (61), one end of the first reinforcing member (61) is connected to the inclined support member (4), and the other end is connected to the longitudinal support member (31) or the inclined support member (4).

8. The cap beam support system according to any one of claims 1-7, characterized in that, The cap beam support system also includes a second reinforcing member (62) located between two adjacent vertical support components (2). The vertical support component (2) includes a connecting part (22). The inclined support member (4) is connected to one side of the connecting part (22), and the second reinforcing member (62) is detachably connected to the other side of the connecting part (22).

9. The cap beam support system according to any one of claims 1-7, characterized in that, The cap beam support system also includes a plurality of third reinforcing members (63), which extend horizontally or tilt vertically. The third reinforcing members (63) are located between two adjacent vertical support components (2) and are detachably connected to the corresponding vertical support components (2).

10. The cap beam support system according to any one of claims 1-7, characterized in that, The cap beam support system also includes a fourth reinforcing member extending in the horizontal direction, the two ends of which are detachably connected to the two adjacent inclined support members (4).

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