Arch ring joint transition section connecting structure in hybrid arch bridge
Through the combined design of support columns, arch ring body, limit and clamping mechanism, the slippage problem of the transition section of the arch ring joint of the hybrid arch bridge is solved, and a stable connection is achieved, which reduces the intensity of manual labor and improves the connection efficiency.
Patent Information
- Application Number
- CN202422196359.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-09
- Publication Date
- 2025-07-18
- Estimated Expiration
- 2034-09-09
AI Technical Summary
In the prior art, the transition section of the arch ring joint of the hybrid arch bridge is prone to slip out during the pouring process, resulting in increased labor intensity and unstable connections.
The combination design of support columns, arch ring body, limiting mechanism, clamping mechanism, sliding assembly and fixed assembly is adopted. Through the cooperation of cross slots, T-shaped connecting grooves and threads, the stable connection between the arch ring body and the support column is achieved.
It improves the connection stability of the transition section of the arch ring joint, reduces the need for manual assisted fixation, simplifies the operation process, and improves the stability and efficiency of the connection.
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Figure CN223118833U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of arch bridge structures, and particularly relates to a connection structure for an arch ring joint transition section in a hybrid arch bridge. Background Art
[0002] In a hybrid arch bridge, the steel-concrete combined part connects steel and concrete into one body, which is a key part of the hybrid system bridge. Due to the different material properties of steel and concrete, such as stiffness, strength, thermal expansion coefficient, etc., local stress concentration and insufficient bearing capacity are likely to occur at the connection part. Therefore, a reasonable design of the connection structure of the arch ring joint transition section is crucial for ensuring the overall performance and safety of the hybrid arch bridge. However, in the prior art, the connection structure of the arch ring joint transition section is all cast by reinforced concrete, resulting in slow manual work efficiency.
[0003] The patent application number "CN201821902153.5" discloses "an industrialized rapid construction reinforced earth arch bridge, which comprises a concrete foundation, a prefabricated assembled arch ring, a panel, reinforcing materials, backfill and a bridge deck. A clamping groove is left at the top end of the concrete foundation, and both ends of the prefabricated assembled arch ring are clamped in the clamping groove. Reinforcing bar joints are pre-buried on the prefabricated assembled arch ring, and reinforcing bars are connected to the pre-buried reinforcing bar joints on the prefabricated assembled arch ring. The panel is located on both sides of the prefabricated assembled arch ring, and the bridge deck is located above the prefabricated assembled arch ring. Backfill is filled between the bridge deck, the prefabricated assembled arch ring and the panel. It can be widely applied to the rapid construction of arch bridges in municipal engineering and highway engineering."
[0004] Based on the industrialized rapid construction reinforced earth arch bridge, the above patent cancels the support and formwork, adopts industrial production, and performs on-site sliding construction and installation, without complex connections, and the construction is simple. This structure adopts the reinforced earth technology, effectively reducing the soil load, making the structure lighter, the structure connection simpler, facilitating rapid assembly construction, reducing the risk of bump at bridgeheads, saving project investment, and improving the operation comfort.
[0005] The above patent replaces the traditional design and construction method through the sliding assembly construction of the industrialized reinforced earth arch bridge structure, which will improve the construction quality of the concrete structure, effectively solve the problem of bump at bridgeheads, shorten the on-site construction period, reduce the project cost, and beautify the appearance of the arch bridge. However, for the connection structure of the arch ring joint transition section, the above device only performs casting and fixing after sliding connection, resulting in poor connection stability of the arch ring joint transition section. For subsequent casting operations, if the arch ring joint transition section slips, manual assistance is required for fixing, which increases the labor intensity of workers and the connection structure of the arch ring joint transition section is also unstable. Summary of the Utility Model
[0006] The purpose of the present utility model is to provide a connecting structure for the transition section of the arch ring joint in a hybrid arch bridge, aiming to solve the problem in the prior art that for subsequent pouring operations, if the arch ring joint transition section slips, manual assistance is still required for fixing, which increases the labor intensity of workers, and the connecting structure of the arch ring joint transition section is also unstable.
[0007] To achieve the above purpose, the present utility model provides the following technical solutions:
[0008] A connecting structure for the transition section of the arch ring joint in a hybrid arch bridge, comprising:
[0009] Support columns;
[0010] An arch ring body, which is arranged on the support column through a limiting mechanism;
[0011] A clamping mechanism, which is arranged on the support column and cooperates with the arch ring body, and is used to assist in fixing the connection between the support column and the arch ring body.
[0012] As a preferred scheme of the present utility model, the limiting mechanism further comprises:
[0013] A sliding component, which is arranged on the support column and cooperates with the arch ring body, and is used to facilitate the alignment when the arch ring body and the support column are connected;
[0014] A fixing component, which is arranged on the support column and cooperates with the sliding component, and is used to achieve the stability when the support column and the arch ring body are connected through the sliding component.
[0015] As a preferred scheme of the present utility model, the sliding component includes a T-shaped connection groove, a T-shaped connection block and a T-shaped limiting plate. There are two symmetrically arranged T-shaped connection grooves, and the two T-shaped connection grooves are symmetrically opened on the side wall of the support column. There are two T-shaped connection blocks, and the two T-shaped connection blocks are slidably arranged on the inner wall of the T-shaped connection groove. The two T-shaped connection blocks are respectively fixed at both ends of the bottom of the arch ring body. There are two T-shaped limiting plates, and the two T-shaped limiting plates are respectively slidably arranged on the inner walls of the two T-shaped connection grooves.
[0016] As a preferred solution of the present utility model, the fixing component includes a cross slot, a cross pin, a threaded post and a threaded sleeve. There are two cross slots, and the two cross slots are respectively opened on the outer side wall of the support column, and the two cross slots respectively penetrate through the support column, the T-shaped connection groove, the T-shaped connection block and the T-shaped limiting plate. There are two cross pins, and the two cross pins are respectively slidably arranged on the inner walls of the two cross slots. There are two threaded posts, and the two threaded posts are respectively fixed to the ends of the two cross pins. There are two threaded sleeves, and the two threaded sleeves are respectively threadedly sleeved on the circumferential surfaces of the two threaded posts.
[0017] As a preferred solution of the present utility model, the clamping mechanism further includes:
[0018] A connection component, which is arranged on the support column and is used in cooperation with the arch ring body;
[0019] An auxiliary component, which is arranged on the support column and is used in cooperation with the connection component, and is used to assist in improving the connection stability between the support column and the arch ring body.
[0020] As a preferred solution of the present utility model, the connection component includes a fixing plate, a connecting rod and an auxiliary plate. There are two fixing plates symmetrically, and the two fixing plates are symmetrically fixed on the top of the support column. There are two connecting rods, and the two connecting rods are respectively fixed on the side walls of the two fixing plates. There are two auxiliary plates, and the two auxiliary plates are respectively fixed on the side walls at both ends of the arch ring body.
[0021] As a preferred solution of the present utility model, the auxiliary component includes an L-shaped clamping plate, an L-shaped connecting plate, a threaded hole and a threaded rod. There are two L-shaped clamping plates, and the two L-shaped clamping plates are respectively rotatably sleeved on the outer walls of the two connecting rods through through holes. There are two L-shaped connecting plates, and the two L-shaped connecting plates are respectively fixed on the side walls of the two auxiliary plates, and the two L-shaped connecting plates and the L-shaped clamping plate are used in cooperation. There are two threaded holes, and the two threaded holes are respectively opened on the side walls of the two L-shaped clamping plates and penetrate through the L-shaped clamping plate and the auxiliary plate. There are two threaded rods, and the two threaded rods are respectively threaded on the inner walls of the two threaded holes.
[0022] Compared with the prior art, the beneficial effects of the present utility model are:
[0023] 1. By respectively opening two cross slots on the outer side wall of the support column, and the two cross slots respectively penetrate the support column, the T-shaped connection groove, the T-shaped connection block and the T-shaped limiting plate, two cross pins are respectively slidably arranged on the inner walls of the two cross slots, two threaded columns are respectively fixed to the ends of the two cross pins, and two threaded sleeves are respectively threadedly sleeved on the circumferential surfaces of the two threaded columns, the connection between the support column and the arch ring body is realized by sliding, and then the connection part is fixed and limited, so as to improve the stability of the connection end of the support column and the arch ring body.
[0024] 2. By respectively rotating and sleeving two L-shaped clamping plates on the outer walls of two connecting rods through through holes, two L-shaped connecting plates are respectively fixed to the side walls of two auxiliary plates, and the two L-shaped connecting plates and the L-shaped clamping plates are used in cooperation with each other. Two threaded holes are respectively opened on the side walls of the two L-shaped clamping plates and penetrate through the L-shaped clamping plates and the auxiliary plates, and two threaded rods are respectively threaded on the inner walls of the two threaded holes, which can assist in improving the connection stability between the support column and the arch ring body, and the operation is simple and easy to start. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] The drawings are used to provide a further understanding of the present invention, and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention, and do not constitute a limitation to the present invention. In the drawings:
[0026] Figure 1 is a first perspective three-dimensional view of the arch ring joint transition section in a hybrid arch bridge of the present invention;
[0027] Figure 2 is a first perspective three-dimensional view of the connection structure of the arch ring joint transition section in a hybrid arch bridge of the present invention;
[0028] Figure 3 is a first perspective three-dimensional exploded view of the connection structure of the arch ring joint transition section in a hybrid arch bridge of the present invention;
[0029] Figure 4 is a second perspective three-dimensional view of the connection structure of the arch ring joint transition section in a hybrid arch bridge of the present invention;
[0030] Figure 5 is a second perspective three-dimensional exploded view of the connection structure of the arch ring joint transition section in a hybrid arch bridge of the present invention;
[0031] Figure 6 is a first perspective three-dimensional view of the clamping mechanism of the connection structure of the arch ring joint transition section in a hybrid arch bridge of the present invention;
[0032] Figure 7 is a first perspective three-dimensional exploded view of the clamping mechanism of the connection structure of the arch ring joint transition section in a hybrid arch bridge of the present invention.
[0033] In the figure: 1, support column; 2, T-shaped connection groove; 3, T-shaped connection block; 4, arch ring body; 5, T-shaped limit plate; 6, cross slot; 7, cross pin; 8, threaded column; 9, threaded sleeve; 10, fixing plate; 11, connecting rod; 12, L-shaped clamping plate; 13, through hole; 14, auxiliary plate; 15, L-shaped connecting plate; 16, threaded hole; 17, threaded rod. Specific embodiments
[0034] The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present invention without creative efforts shall fall within the protection scope of the present invention. Embodiment
[0035] Please refer to Figures 1-7 , the present invention provides the following technical solutions:
[0036] A connection structure for the transition section of the arch ring joint in a hybrid arch bridge, which is composed of a support column 1, an arch ring body 4, a limiting mechanism and a clamping mechanism, and is specifically described as follows:
[0037] Please refer to Figure 1 , support column 1;
[0038] Please refer to Figure 2 , the arch ring body 4 is arranged on the support column 1 through a limiting mechanism;
[0039] Please refer to Figure 3 , the clamping mechanism is arranged on the support column 1 and is used in cooperation with the arch ring body 4, and is used to assist in fixing the connection between the support column 1 and the arch ring body 4. Specifically, the clamping mechanism further includes:
[0040] Please refer to Figure 4 , a connection component, which is arranged on the support column 1 and is used in cooperation with the arch ring body 4. Specifically, the connection component includes a fixing plate 10, a connecting rod 11 and an auxiliary plate 14. There are two fixing plates 10 symmetrically arranged, and the two fixing plates 10 are symmetrically fixed on the top of the support column 1. There are two connecting rods 11, and the two connecting rods 11 are respectively fixed on the side walls of the two fixing plates 10. There are two auxiliary plates 14, and the two auxiliary plates 14 are respectively fixed on the side walls at both ends of the arch ring body 4;
[0041] Please refer to Figure 5, an auxiliary component is provided on the support column 1 and used in cooperation with the connection component. It is used to assist in enhancing the connection stability between the support column 1 and the arch ring body 4. Specifically, the auxiliary component includes an L-shaped clamping plate 12, an L-shaped connecting plate 15, a threaded hole 16, and a threaded rod 17. There are two L-shaped clamping plates 12, and the two L-shaped clamping plates 12 are respectively rotatably sleeved on the outer walls of the two connecting rods 11 through through holes 13. There are two L-shaped connecting plates 15, and the two L-shaped connecting plates 15 are respectively fixed to the side walls of the two auxiliary plates 14, and the two L-shaped connecting plates 15 and the L-shaped clamping plates 12 are used in cooperation. There are two threaded holes 16, and the two threaded holes 16 are respectively opened on the side walls of the two L-shaped clamping plates 12 and penetrate through the L-shaped clamping plates 12 and the auxiliary plates 14. There are two threaded rods 17, and the two threaded rods 17 are respectively threaded on the inner walls of the two threaded holes 16;
[0042] The limiting mechanism further includes:
[0043] Please refer to Figure 6 , a sliding component is provided on the support column 1 and used in cooperation with the arch ring body 4. It is used to facilitate the alignment when the arch ring body 4 and the support column 1 are connected. Specifically, the sliding component includes a T-shaped connection groove 2, a T-shaped connection block 3, and a T-shaped limiting plate 5. There are two symmetrically arranged T-shaped connection grooves 2, and the two T-shaped connection grooves 2 are symmetrically opened on the side wall of the support column 1. There are two T-shaped connection blocks 3, and the two T-shaped connection blocks 3 are slidably arranged on the inner walls of the T-shaped connection grooves 2. The two T-shaped connection blocks 3 are respectively fixed to both ends of the bottom of the arch ring body 4. There are two T-shaped limiting plates 5, and the two T-shaped limiting plates 5 are respectively slidably arranged on the inner walls of the two T-shaped connection grooves 2;
[0044] Please refer to Figure 7 , a fixing component is provided on the support column 1 and used in cooperation with the sliding component. It is used to achieve the stability when the support column 1 and the arch ring body 4 are connected through the sliding component. Specifically, the fixing component includes a cross slot 6, a cross pin 7, a threaded column 8, and a threaded sleeve 9. There are two cross slots 6, and the two cross slots 6 are respectively opened on the outer side wall of the support column 1, and the two cross slots 6 respectively penetrate through the support column 1, the T-shaped connection groove 2, the T-shaped connection block 3, and the T-shaped limiting plate 5. There are two cross pins 7, and the two cross pins 7 are respectively slidably arranged on the inner walls of the two cross slots 6. There are two threaded columns 8, and the two threaded columns 8 are respectively fixed to the ends of the two cross pins 7. There are two threaded sleeves 9, and the two threaded sleeves 9 are respectively threaded on the circumferential surfaces of the two threaded columns 8.
[0045] In this embodiment: By respectively providing two cross slots 6 on the outer side wall of the support column 1, and the two cross slots 6 respectively penetrate through the support column 1, the T-shaped connection groove 2, the T-shaped connection block 3 and the T-shaped limiting plate 5. Two cross pins 7 are respectively slidably arranged on the inner walls of the two cross slots 6. Two threaded columns 8 are respectively fixed to the ends of the two cross pins 7. Two threaded sleeves 9 are respectively threadedly sleeved on the circumferential surfaces of the two threaded columns 8. The connection between the support column 1 and the arch ring body 4 is realized by sliding, and then the connection part is fixed and limited to improve the stability of the connection end of the support column 1 and the arch ring body 4.
[0046] By respectively rotatably sleeving two L-shaped clamping plates 12 on the outer walls of the two connecting rods 11 through through holes 13. Two L-shaped connecting plates 15 are respectively fixed to the side walls of the two auxiliary plates 14, and the two L-shaped connecting plates 15 and the L-shaped clamping plates 12 are used in cooperation with each other. Two threaded holes 16 are respectively provided on the side walls of the two L-shaped clamping plates 12 and penetrate through the L-shaped clamping plates 12 and the auxiliary plates 14. Two threaded rods 17 are respectively threaded on the inner walls of the two threaded holes 16 to assist in improving the connection stability between the support column 1 and the arch ring body 4, and the operation is simple and easy to master.
[0047] The working principle and usage process of the present utility model: When it is necessary to assemble the arch ring body 4 onto the support column 1, the T-shaped connection block 3 at the bottom of the arch ring body 4 can be connected to the top of the support column 1 through the sliding fit with the T-shaped connection groove 2 on the side wall of the support column 1. Then, through the sliding fit of the T-shaped limiting plate 5 and the T-shaped connection groove 2, the T-shaped limiting plate 5 is slidably arranged on the inner wall of the T-shaped connection groove 2 and abuts against the side wall of the T-shaped connection block 3. Then, the cross pin 7 is slidably inserted into the inner wall of the cross slot 6, and the connection between the arch ring body 4 and the support column 1 is made stable through the threaded fit of the threaded column 8 and the threaded sleeve 9. The fixing plate 10 is fixedly connected to the support column 1, and the auxiliary plate 14 is fixedly connected to the arch ring body 4. Then, the L-shaped clamping plate 12 sleeved on the outer wall of the connecting rod 11 on the side wall of the fixing plate 10 is rotated, and the L-shaped clamping plate 12 is rotated to the groove of the L-shaped connecting plate 15. Finally, the fixed connection between the fixing plate 10 and the auxiliary plate 14 is realized through the threaded fit of the threaded rod 17 and the threaded hole 16, which assists in improving the connection stability between the support column 1 and the arch ring body 4.
[0048] Finally, it should be noted that: The above are only the preferred embodiments of the present utility model and are not used to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, for those skilled in the art, they can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model shall be included within the protection scope of the present utility model.
Claims
1. A connecting structure for the transition section of the arch ring joint in a hybrid arch bridge, comprising: Support columns (1); It is characterized in that it further comprises: An arch ring body (4), which is arranged on the support column (1) through a limiting mechanism; A clamping mechanism, which is arranged on the support column (1) and used in cooperation with the arch ring body (4), and is used to assist in fixing the connection between the support column (1) and the arch ring body (4).
2. The connecting structure of the arch ring joint transition section in a hybrid arch bridge according to claim 1, characterized in that, The limiting mechanism further comprises: A sliding assembly, which is arranged on the support column (1) and used in cooperation with the arch ring body (4), and is used to facilitate the alignment when the arch ring body (4) and the support column (1) are connected; A fixing assembly, which is arranged on the support column (1) and used in cooperation with the sliding assembly, and is used to achieve the stability when the support column (1) and the arch ring body (4) are connected through the sliding assembly.
3. The connecting structure of the arch ring joint transition section in a hybrid arch bridge according to claim 2, characterized in that, The sliding assembly includes a T-shaped connection groove (2), a T-shaped connection block (3), and a T-shaped limiting plate (5). There are two symmetrically arranged T-shaped connection grooves (2), and the two T-shaped connection grooves (2) are symmetrically opened on the side wall of the support column (1). There are two T-shaped connection blocks (3), and the two T-shaped connection blocks (3) are slidably arranged on the inner wall of the T-shaped connection groove (2). The two T-shaped connection blocks (3) are respectively fixed at both ends of the bottom of the arch ring body (4). There are two T-shaped limiting plates (5), and the two T-shaped limiting plates (5) are respectively slidably arranged on the inner walls of the two T-shaped connection grooves (2).
4. The connecting structure of the arch ring joint transition section in a hybrid arch bridge according to claim 3, characterized in that The fixing assembly includes a cross-shaped slot (6), a cross-shaped pin (7), a threaded column (8), and a threaded sleeve (9). There are two cross-shaped slots (6), and the two cross-shaped slots (6) are respectively opened on the outer side wall of the support column (1), and the two cross-shaped slots (6) respectively penetrate through the support column (1), the T-shaped connection groove (2), the T-shaped connection block (3), and the T-shaped limiting plate (5). There are two cross-shaped pins (7), and the two cross-shaped pins (7) are respectively slidably arranged on the inner walls of the two cross-shaped slots (6). There are two threaded columns (8), and the two threaded columns (8) are respectively fixed at the ends of the two cross-shaped pins (7). There are two threaded sleeves (9), and the two threaded sleeves (9) are respectively threadedly sleeved on the circumferential surfaces of the two threaded columns (8).
5. The connecting structure of the arch ring joint transition section in a hybrid arch bridge according to claim 4, wherein The clamping mechanism further comprises: A connection assembly, which is arranged on the support column (1) and used in cooperation with the arch ring body (4); An auxiliary assembly, which is arranged on the support column (1) and used in cooperation with the connection assembly, and is used to assist in improving the connection stability between the support column (1) and the arch ring body (4).
6. The connecting structure of the arch ring joint transition section in a hybrid arch bridge according to claim 5, characterized in that, The connecting component includes a fixing plate (10), a connecting rod (11) and an auxiliary plate (14). There are two symmetric fixing plates (10), and the two fixing plates (10) are symmetrically fixed on the top of the support column (1). There are two connecting rods (11), and the two connecting rods (11) are respectively fixed on the side walls of the two fixing plates (10). There are two auxiliary plates (14), and the two auxiliary plates (14) are respectively fixed on the side walls at both ends of the arch ring body (4).
7. The connecting structure of the arch ring joint transition section in a hybrid arch bridge according to claim 6, characterized in that The auxiliary component includes an L-shaped clamping plate (12), an L-shaped connecting plate (15), a threaded hole (16) and a threaded rod (17). There are two L-shaped clamping plates (12), and the two L-shaped clamping plates (12) are respectively rotatably sleeved on the outer walls of the two connecting rods (11) through through holes (13). There are two L-shaped connecting plates (15), and the two L-shaped connecting plates (15) are respectively fixed on the side walls of the two auxiliary plates (14), and the two L-shaped connecting plates (15) and the L-shaped clamping plate (12) are used in cooperation. There are two threaded holes (16), and the two threaded holes (16) are respectively opened on the side walls of the two L-shaped clamping plates (12) and penetrate through the L-shaped clamping plate (12) and the auxiliary plate (14). There are two threaded rods (17), and the two threaded rods (17) are respectively threaded on the inner walls of the two threaded holes (16).
Citation Information
Patent Citations
Industrialized rapid construction reinforced earth arch bridge
CN209292859U