Dismantling-free submerged bridge guardrail capable of being put down
The retractable guardrail connection structure solves the problem of difficult disassembly and relocation of flood bridge guardrails under extreme conditions, enabling rapid adjustment and reducing maintenance costs while ensuring flood discharge performance.
Patent Information
- Application Number
- CN202423311326.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-31
- Publication Date
- 2026-01-30
- Estimated Expiration
- 2034-12-31
AI Technical Summary
Existing flood-prone bridge railings are difficult to dismantle and relocate under extreme conditions, cannot be quickly adjusted in position, and have high maintenance costs, affecting flood discharge performance.
The guardrail features a foldable design, with the bottom steel plate connected to the pre-embedded steel plate in the base by bolts or pins. Combined with positioning sleeves and angle steel channel shims, this allows for quick folding and fixing of the guardrail, avoiding disassembly and relocation.
The guardrail can be quickly repositioned in extreme situations, reducing maintenance costs, ensuring flood control performance, and is easy and safe to operate.
Smart Images

Figure CN223853169U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to the technical field of floodable bridge guardrails, and provides a foldable and removable floodable bridge guardrail which can quickly adjust the position of the guardrail under extreme conditions, ensure the flood discharge performance and reduce the maintenance cost of the floodable bridge guardrail. BACKGROUND
[0002] In a floodable bridge engineering, the design and installation of the guardrail need to ensure the division of the passing area and the good flood discharge performance under extreme conditions such as flood. The floodable bridge guardrail needs to be removed when the flood comes so as to discharge the flood and avoid blocking the floating objects.
[0003] The existing floodable bridge guardrail adopts the bolt connection between the guardrail bottom steel plate and the base embedded steel plate. Before the flood comes, the bridge workers use tools to remove the connecting bolts between the guardrail bottom steel plate and the base embedded steel plate, separate the guardrail from the base embedded steel plate, move the guardrail to a safe position in sections for storage, and then pull back and install the guardrail at the original position after the flood recedes. The removal mode of the floodable bridge guardrail with the above structure has many problems, such as the long and heavy single section of the guardrail, the difficulty of manual lifting, the need for hoisting machinery, the long time for moving the guardrail after being removed, the inability to complete the removal in time due to the rapid flood, the need for finding a spacious and safe place for storing the guardrail, the occupation of space and the risk of loss, and the time-consuming and labor-consuming and resource-wasting for reinstalling the guardrail after the flood period.
[0004] In a floodable bridge engineering, there is an urgent need for a foldable and removable floodable bridge guardrail which can ensure the division of the passing area, quickly adjust the position of the guardrail under extreme conditions to ensure the flood discharge performance, and reduce the maintenance cost in the later period. UTILITY MODEL CONTENTS
[0005] Therefore, the utility model aims to provide a foldable and removable floodable bridge guardrail which can quickly adjust the position of the guardrail under extreme conditions, ensure the flood discharge performance and reduce the maintenance cost of the floodable bridge guardrail.
[0006] To achieve the above-mentioned purpose, the utility model provides the following technical scheme.
[0007] The utility model provides a foldable and removable floodable bridge guardrail, including a guardrail, a guardrail bottom steel plate fixed as a whole with the bottom end of the guardrail and a base embedded steel plate fixed on the installation foundation, wherein the guardrail bottom steel plate includes a plate body a, a rectangular groove a penetrating through the whole plate body a and an installation hole a, the installation hole a is located on the road side, the rectangular groove a is located on the river side, the rectangular groove a is communicated with the river side wall of the plate body a, and at least three installation barrels a are arranged on the road side wall of the plate body a and integrated with the road side wall.
[0008] The base embedded steel plate comprises a plate body b, a rectangular slot b penetrating through the plate body b, and a mounting hole b located at the river side, the rectangular slot b is located at the road side, the rectangular slot b is penetrated with the road side wall of the plate body b, the road side wall of the plate body b is provided with a mounting cylinder b integrated therewith, the number of the mounting cylinder b is one less than that of the mounting cylinder a, the mounting cylinder b is arranged in a staggered manner with the mounting cylinder a, and the bolts or pins penetrating through the mounting cylinder b and the mounting cylinder a connect the plate body b and the plate body a at the road side into an integrated whole.
[0009] The positioning sleeve is embedded in the mounting foundation, and the axis line of the positioning sleeve is in the same line with the axis line of the mounting hole a.
[0010] In normal state, the locking bolts penetrating through the rectangular slot a and the mounting hole b and the standby locking screw penetrating through the mounting hole a, the rectangular slot b and the positioning sleeve fix the guardrail bottom steel plate, the base embedded steel plate and the mounting foundation into an integrated whole.
[0011] In the guardrail laid-down state, the locking bolts and the standby locking screw are removed to lay down the guardrail on the bridge deck.
[0012] In order to further ensure the stability of the connection between the mounting foundation and the base embedded steel plate, in the above scheme, further, the locking bolt is embedded in the mounting foundation, and the top end of the locking bolt is locked by the locking nut in sequence penetrating through the mounting hole b and the rectangular slot a.
[0013] In order to ensure the stability of the fixing of the guardrail bottom steel plate, the base embedded steel plate and the mounting foundation into an integrated whole, in the above scheme, further, the top plate surface of the guardrail bottom steel plate is provided with an angle steel slot type gasket, the bottom plate of the angle steel slot type gasket is provided with a rectangular slot C integrated therewith, and the top end of the locking bolt is locked by the locking nut in sequence penetrating through the mounting hole b, the rectangular slot a and the rectangular slot C.
[0014] In order to ensure the positioning and fixing of the guardrail and the entry of the silt into the positioning sleeve, in the above scheme, further, in the guardrail laid-down state, after the locking bolt 6 and the standby locking screw are removed to lay down the guardrail on the bridge deck;
[0015] Then, the rectangular slot C of the angle steel slot type gasket is aligned with the rectangular slot b, the guardrail bottom steel plate is tightly pressed, the lower end of the standby locking screw is screwed into the positioning sleeve in sequence penetrating through the rectangular slot C and the rectangular slot b, and the angle steel slot type gasket is fixed into an integrated whole with the base embedded steel plate and the positioning sleeve.
[0016] The utility model discloses the beneficial effects are:
[0017] 1, the guardrail adopts laid-down design, need not to dismantle removal to satisfy the requirement of flood discharge and not to block the floating object, has saved the time and manpower cost of dismantling and reinstallation greatly.
[0018] 2. Plate b and plate a are connected by bolts or pins on the road-facing side, which allows the guardrail to be easily laid down and fixed on the bridge surface, making the operation simple and convenient.
[0019] 3. The design of the channel-shaped angle steel shims ensures that the guardrail can be stably fixed to the installation base on the bridge deck, whether in the normal or laid-down position, preventing the guardrail from rotating.
[0020] In summary, the retractable, non-removable flood bridge railing of this utility model has the advantages of simple operation, time saving, cost reduction, and safety assurance. In extreme cases, it can quickly adjust the position of the railing, ensure flood discharge performance, and reduce the maintenance cost of the flood bridge railing. Attached Figure Description
[0021] To make the objectives, technical solutions, and advantages of this utility model clearer, the preferred embodiments of this utility model will be described in detail below with reference to the accompanying drawings, wherein:
[0022] Figure 1 This is a schematic diagram of the structure of the utility model under normal conditions;
[0023] Figure 2 This is a structural schematic diagram of the guardrail of the utility model;
[0024] Figure 3 A schematic diagram of the structure of the utility model placed at the rear guardrail;
[0025] Figure 4 A side view schematic diagram of the steel plate at the bottom of the utility model guardrail;
[0026] Figure 5 A top-view structural diagram of the steel plate at the bottom of the utility model guardrail;
[0027] Figure 6 A side view of the structure of the steel plate embedded in the base of the utility model;
[0028] Figure 7 A top-view structural diagram of the steel plate embedded in the base of the utility model;
[0029] Figure 8 This is a schematic diagram of the structure of a utility model angle steel channel gasket;
[0030] Reference numerals: 1. Guardrail; 2. Guardrail base steel plate; 201. Plate a; 202. Rectangular groove a; 203. Mounting hole a; 204. Mounting cylinder a; 3. Installation foundation; 4. Base embedded steel plate; 401. Plate b; 402. Rectangular groove b; 403. Mounting hole b; 404. Mounting cylinder b; 5. Positioning sleeve; 6. Locking bolt; 7. Angle steel channel gasket; 701. Rectangular groove C; 8. Bridge deck; 9. Locking screw; 10. Bolt or pin. Detailed Implementation
[0031] The utility model makes further explanation in combination with specific embodiment. Among them, the drawing is only used for example explanation, and the representation is only schematic diagram, and cannot be understood as the limitation to this patent; in order to better illustrate the embodiment of the utility model, some components of the drawing can be omitted, enlarged or reduced, and does not represent the size of actual product; for those skilled in the art, it is understandable that some well-known structures and their description in the drawing can be omitted.
[0032] In the description of the utility model, it needs to be explained that the orientation or position relation indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer" and the like is based on the orientation or position relation shown in the drawing, and is only for the convenience of describing the utility model and simplifying the description, and therefore cannot be understood as the limitation to the utility model. In addition, the terms "first", "second", "third" are only for the purpose of description, and cannot be understood as indicating or implying relative importance. The utility model is further explained in detail in combination with the drawings.
[0033] As shown in Figures 1-8 The utility model provides a kind of collapsible type exempt from dismantling to move flood bridge guardrail, including guardrail 1, with the bottom end of guardrail 1 fixed as an integral whole guardrail bottom steel plate 2, base embedded steel plate 4 fixed on installation base 3;Wherein: the guardrail bottom steel plate 2 includes plate body a 201, rectangular slot a 202 and mounting hole a 203 that pass through entire plate body a 201, the mounting hole a 203 is located in road side, the rectangular slot a 202 is located in river side, the rectangular slot a 202 is communicated with the river side wall of plate body a 201, at least three mounting barrels a 204 are provided on the road side wall of plate body a 201 with its integral;
[0034] The base embedded steel plate 4 includes plate body b 401, rectangular slot b 402 and mounting hole b 403 that pass through entire plate body b 401, the mounting hole b 403 is located in river side, the rectangular slot b 402 is located in road side, the rectangular slot b 402 is communicated with the road side wall of plate body b 401, mounting barrel b 404 is provided on the road side wall of plate body b 401 with its integral, the number of the mounting barrel b 404 is less than the number of mounting barrel a 204 by one, the mounting barrel b 404 is set in position with mounting barrel a 204, bolt or pin shaft 10 passing through mounting barrel b 404 and mounting barrel a 204 connects plate body b 401 and plate body a 201 in road side as an integral whole;
[0035] Positioning sleeve 5 is embedded on installation base 3, and the axis line of the positioning sleeve 5 is on the same straight line with the axis line of mounting hole a 203;
[0036] In normal state, the locking bolt 6 passing through the rectangular slot a202 and the mounting hole b403 and the spare locking screw 9 passing through the mounting hole a203, the rectangular slot b402 and the positioning sleeve 5 fix the guardrail bottom steel plate 2, the base embedded steel plate 4 and the installation foundation 3 as a whole;
[0037] In the laid-down state of the guardrail 1, the locking bolt 6 and the spare locking screw 9 are removed to lay down the guardrail 1 on the bridge deck 8. In this embodiment, before the flood comes, the staff can quickly loosen the locking bolt 6 on the river side, take out the slot angle steel gasket 7, and lay down the guardrail on the bridge deck. After the flood recedes, the staff takes out the slot angle steel gasket 7, straightens the guardrail 1, and restores the locking state of the locking bolt 6. Due to the structure, it has the advantages of simple operation, time saving, cost reduction, safety assurance, etc. In extreme cases, the position of the guardrail can be quickly adjusted to ensure the flood discharge performance and reduce the maintenance cost of the flood bridge guardrail.
[0038] In order to further ensure the stability of the connection between the installation foundation 3 and the base embedded steel plate 4, in the above embodiment, preferably: the locking bolt 6 is embedded in the installation foundation 3, and the top end thereof passes through the mounting hole b403 and the rectangular slot a202 in turn and is locked by a locking nut.
[0039] In order to ensure the stability of the fixing of the guardrail bottom steel plate 2, the base embedded steel plate 4 and the installation foundation 3 as a whole, in the above embodiment, preferably: an angle steel slot gasket 7 is arranged on the top plate surface of the guardrail bottom steel plate 2, a rectangular slot C701 is arranged on the bottom plate of the angle steel slot gasket 7, and the top end of the locking bolt 6 passes through the mounting hole b403, the rectangular slot a202 and the rectangular slot C701 in turn and is locked by a locking nut.
[0040] In order to ensure the positioning and fixing of the guardrail 1 and the placement of the sediment into the positioning sleeve 5, in the above embodiment, preferably: in the laid-down state of the guardrail 1, after the locking bolt 6 and the spare locking screw 9 are removed to lay down the guardrail 1 on the bridge deck 8;
[0041] Then, the rectangular slot C701 of the angle steel slot gasket 7 is aligned with the rectangular slot b402, the guardrail bottom steel plate 2 is tightly pressed, the lower end of the spare locking screw 9 passes through the rectangular slot C701 and the rectangular slot b402 in turn and is screwed into the positioning sleeve 5; so that the angle steel slot gasket 7 is fixed with the base embedded steel plate 4 and the positioning sleeve 5 as a whole.
[0042] In all the above embodiments, the related components are conventional products sold on the market.
[0043] Finally, it is explained that the above embodiments are only used to illustrate the technical solutions of the present application and are not limited. Although the present application has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical solutions of the present application can be modified or replaced by equivalents without departing from the purpose and scope of the present application, and all should be covered in the scope of the claims of the present application.
Claims
1. A collapsible and removable water bridge guardrail, comprising a guardrail (1), a guardrail bottom steel plate (2) fixed to the bottom end of the guardrail (1), and a base embedded steel plate (4) fixed on a mounting base (3); characterized in that: The guardrail bottom steel plate (2) comprises a plate body a (201), a rectangular slot a (202) penetrating through the plate body a (201), and a mounting hole a (203) located at the road side, wherein the rectangular slot a (202) is located at the river side, the rectangular slot a (202) penetrates through the river side wall of the plate body a (201), and at least three mounting tubes a (204) are arranged on the road side wall of the plate body a (201) and integrated with the road side wall; The base embedded steel plate (4) comprises a plate body b (401), a rectangular slot b (402) penetrating through the plate body b (401), and a mounting hole b (403) located at the river side, wherein the rectangular slot b (402) is located at the road side, the rectangular slot b (402) penetrates through the road side wall of the plate body b (401), a mounting tube b (404) is arranged on the road side wall of the plate body b (401) and integrated with the road side wall, the number of the mounting tube b (404) is one less than that of the mounting tube a (204), the mounting tube b (404) is arranged in a staggered manner with the mounting tube a (204), and a bolt or a pin shaft (10) penetrating through the mounting tube b (404) and the mounting tube a (204) connects the plate body b (401) and the plate body a (201) at the road side and integrates them. A positioning sleeve (5) is embedded on the mounting foundation (3), and the axis of the positioning sleeve (5) is in the same straight line as the axis of the mounting hole a (203). In a normal state, a locking bolt (6) penetrating through the rectangular slot a (202) and the mounting hole b (403) and a spare locking screw (9) penetrating through the mounting hole a (203), the rectangular slot b (402), and the positioning sleeve (5) fix the guardrail bottom steel plate (2), the base embedded steel plate (4), and the mounting foundation (3) as a whole. In a laid-down state of the guardrail (1), the locking bolt (6) and the spare locking screw (9) are removed, and the guardrail (1) is laid down on the bridge deck (8) at the road side.
2. The foldable demountable bridge guardrail according to claim 1, wherein: The locking bolt (6) is embedded in the mounting foundation (3), and the top end of the locking bolt (6) penetrates through the mounting hole b (403) and the rectangular slot a (202) and is locked by a locking nut.
3. The foldable demountable bridge guardrail according to claim 2, wherein: An angle steel slot type gasket (7) is arranged on the top plate surface of the guardrail bottom steel plate (2), a rectangular slot C (701) is arranged on the bottom plate of the angle steel slot type gasket (7) and integrated with the bottom plate, and the top end of the locking bolt (6) penetrates through the mounting hole b (403), the rectangular slot a (202), and the rectangular slot C (701) and is locked by a locking nut.
4. The foldable demountable bridge guard rail according to claim 3, wherein: In a laid-down state of the guardrail (1), the locking bolt (6) and the spare locking screw (9) are removed, and the guardrail (1) is laid down on the bridge deck (8) at the road side. Then, the rectangular slot C (701) of the angle steel slot type gasket (7) is aligned with the rectangular slot b (402), the guardrail bottom steel plate (2) is tightly pressed, the lower end of the spare locking screw (9) penetrates through the rectangular slot C (701) and the rectangular slot b (402) and is screwed into the positioning sleeve (5), and the angle steel slot type gasket (7) is fixed with the base embedded steel plate (4) and the positioning sleeve (5).