Water leakage treatment device for underwater bearing platform steel jacket box
By designing a water leakage treatment device for the steel casing box in the water including drainage ditches and collecting pits, the problem of water leakage during the construction of the steel casing box in the bridge construction is solved, and the construction quality, safety and progress are improved.
Patent Information
- Application Number
- CN202421843573.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-01
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2034-08-01
AI Technical Summary
In the construction of bridges across rivers, lakes and seas, water leakage is prone to occur during the construction of steel box cofferdams, which affects the construction quality, safety and progress.
A water leakage treatment device for steel case in water bearings is designed, including bearings, bottom seals, leveling layers, steel strands, anchor pads, working anchors, jacks, tool anchors, drainage ditches and water collection pits. Intelligent drainage is achieved by setting up drainage ditches and collecting pits, equipped with pumps and water level sensors.
It effectively improves the quality, safety and progress of the cofferdam construction of single-wall steel casing in water, reduces water leakage, and ensures the efficiency of the construction of the platform and the safety of the operators.
Smart Images
Figure CN222810049U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to an underwater bearing platform steel casing treatment device, in particular to an underwater bearing platform steel casing water leakage treatment device. Background Art
[0002] As the scale of bridge construction in my country continues to expand, various advanced construction technologies have provided quality and safety guarantees for bridge construction. For bridge construction across rivers, lakes and seas, steel box cofferdams are a commonly used form of retaining structure in underwater pier construction and an important technical link in the entire construction process. Whether the steel box cofferdam can provide a water-free dry construction environment for the pier is related to the success or failure of underwater pier construction.
[0003] Under the traditional steel hanging box technology, the entire structure is subject to adverse hydrological conditions such as floods and typhoons, drainage problems are prone to occur and water leakage is prone to occur, so the leakage needs to be treated. Utility Model Content
[0004] The utility model aims to provide a device for treating water leakage of a steel casing box of a submerged platform, so as to solve the above technical problems.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a device for treating water leakage of a steel casing box in an underwater pedestal, comprising a pedestal, a bottom cover located at the bottom of the pedestal, and a leveling layer arranged on the pedestal, the leveling layer being provided with a steel strand for tensioning, anchor plates being provided around the pedestal, a working anchor being provided on the anchor plate, a jack being provided on the working anchor, a tool anchor being provided on the upper end of the jack, both ends of the steel strand passing through the anchor plate, the working anchor, the jack and the tool anchor in sequence, drainage ditches being provided around the leveling layer, a sump being provided diagonally to the leveling layer, the cross-sections of the drainage ditch and the sump being both rectangular, a waterproof membrane being provided between the pedestal and the bottom cover, and the waterproof membrane being connected to the pedestal and the bottom cover by hot-melt welding.
[0006] Preferably, the drainage ditch and the sump are both provided with a water pump, and water level sensors are also provided inside the drainage ditch and the sump.
[0007] Preferably, a tool anchor washer is also provided at the bottom of the tool anchor.
[0008] Preferably, working anchor clips are also provided on both sides of the working anchor.
[0009] Preferably, the specification of the drainage ditch is 40*20cm.
[0010] Preferably, the size of the sump is 40*40*50cm.
[0011] Preferably, the drainage ditch and the sump are covered with steel plates.
[0012] Preferably, the steel strand is a 5-φs15.2 steel strand.
[0013] Compared with the prior art, the beneficial effects of the utility model are:
[0014] For the construction of bridges across rivers, lakes and seas, steel box cofferdams are a commonly used form of retaining structure in underwater pier construction and an important technical link in the entire construction process. This technology can effectively improve the construction quality, construction safety, and construction progress of single-wall steel box cofferdams in water by setting up drainage ditches, and improve construction efficiency. The method is simple and easy to operate, and it has great promotion and application value and economic and social benefits.
[0015] The water leakage during the construction of the single-wall steel box cofferdam of the pedestal is reduced, effectively ensuring the efficiency of the pedestal construction and the safety of the workers. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for describing the embodiments are 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 creative work.
[0017] Figure 1 This is a schematic diagram of the structure of a water leakage treatment device for a steel casing box of an underwater cap in this embodiment;
[0018] Figure 2 This embodiment is a water cap steel casing water leakage treatment device corresponding to Figure 1 A top view of
[0019] Figure 3 This is a schematic diagram of the arrangement structure of the steel strands in an underwater cap steel casing water leakage treatment device according to the present embodiment;
[0020] Figure 4 This embodiment is a water cap steel casing water leakage treatment device corresponding to Figure 3 A top view of
[0021] Figure 5 It is a schematic diagram of the internal structure of the sump in this embodiment.
[0022] In the accompanying drawings, the components represented by the reference numerals are listed as follows:
[0023] 1. Capping platform; 2. Bottom cover; 3. Leveling layer; 4. Steel strand; 5. Anchor plate; 6. Working anchor; 7. Jack; 8. Tool anchor; 9. Drainage ditch; 10. Sump; 11. Waterproof membrane; 12. Water pump; 13. Water level sensor; 14. Tool anchor washer; 15. Working anchor clip; 16. Steel plate. DETAILED DESCRIPTION
[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0025] See also Figure 1-5 The utility model provides a technical solution: a device for treating water leakage of a steel casing box in an underwater foundation, comprising a foundation 1, a bottom cover 2 located at the bottom of the foundation 1, a leveling layer 3 arranged on the foundation 1, a steel strand 4 for tensioning is arranged on the leveling layer 3, anchor pads 5 are arranged around the foundation 1, a working anchor 6 is arranged on the anchor pad 5, a jack 7 is arranged on the working anchor 6, a tool anchor 8 is arranged on the upper end of the jack 7, both ends of the steel strand 4 pass through the anchor pad 5, the working anchor 6, the jack 7 and the tool anchor 8 in sequence, a drainage ditch 9 is arranged around the leveling layer 3, a sump 10 is arranged diagonally on the leveling layer 3, the cross-sections of the drainage ditch 9 and the sump 10 are both rectangular, a waterproof membrane 11 is arranged between the foundation 1 and the bottom cover 2, and the waterproof membrane 11 is connected to the foundation 1 and the bottom cover 2 by hot-melt welding.
[0026] Specifically, the sump 10 is provided with a pump 12, and a water level sensor 13 is also provided inside the sump 10. By providing the pump 12 and the water level sensor 13, when the water level sensor 13 detects that the water level in the drainage ditch 9 and the sump 10 reaches a preset threshold, the pump 12 will be automatically started to drain the water. This intelligent design not only improves the efficiency of leakage water treatment, but also reduces the frequency of manual inspections, providing a strong guarantee for construction quality and progress. Ensure that the internal environment of the steel casing of the foundation 1 is always kept dry.
[0027] Specifically, a tool anchor washer 14 is further provided at the bottom of the tool anchor 8. By providing the tool anchor washer 14, the tool anchor 8 can be more stable during installation to prevent loosening due to uneven force or vibration, thereby further enhancing the stability and reliability of the entire tensioning system.
[0028] Specifically, working anchor clips 15 are provided on both sides of the working anchor 6 to ensure that the fastening connection between the working anchor 6 and the steel strand 4 will not fail due to wear or looseness during a long-term, high-intensity tensioning process.
[0029] Specifically, the specification of the drainage ditch 9 is 40*20 cm.
[0030] Specifically, the size of the sump 10 is 40*40*50 cm.
[0031] Specifically, the steel plate 16 is covered on the upper part of the drainage ditch 9 and the sump 10. By covering the steel plate 16 on the upper part of the drainage ditch 9 and the sump 10, the structural strength of the drainage ditch 9 and the sump 10 is increased, ensuring their stability and durability during the construction process. In addition, the smooth surface of the steel plate 16 can also reduce water flow resistance, improve drainage efficiency, so that the leaking water can be quickly collected and discharged, further ensuring the dry environment inside the steel casing of the foundation 1.
[0032] Specifically, the steel strand 4 is a 5-φs15.2 steel strand.
[0033] A specific application example of this embodiment is:
[0034] Prepare the construction of the platform 1, ensure that the bottom cover 2 of the platform 1 has been firmly laid, and the waterproof membrane 11 has been tightly fitted between the platform 1 and the bottom cover 2 through hot-melt welding technology, install the anchor plate 5 around the platform 1, ensure that the position is accurate and fixed firmly. Install the working anchor 6 on the anchor plate 5, and install the working anchor clip 15 to enhance the stability and safety of the anchor. Then, place the jack 7 on the working anchor 6, and install the tool anchor 8 and the tool anchor washer 14 at the bottom to complete the assembly of the tensioning system.
[0035] On the leveling layer 3, the steel strand 4 is arranged according to the design requirements, and the two ends are ensured to pass through the anchor pad 5, the working anchor 6, the jack 7 and the tool anchor 8 to form a complete tensioning system. The steel strand 4 is selected: 50% of the theoretical tensioning force of the steel strand 4 is used as the upper limit of the actual force control, and the number of strands 4 in each bundle is determined according to the concrete strength. The cutting length of the steel strand 4 is the sum of the horizontal or longitudinal length of the steel cofferdam and the length of the tensioning end of the steel strand. The length of the tensioning end is determined according to the anchor pad 5, the working anchor 6, the jack 7 and the tool anchor 8.
[0036] In order to deal with possible water leakage, drainage ditches 9 are carefully designed around the leveling layer 3, and sump pits 10 are set at diagonal positions. The cross-sections of the drainage ditch 9 and the sump pit 10 are both rectangular, which facilitates the smooth collection and discharge of water. Among them, the specifications of the drainage ditch 9 are set to 40*20cm, which not only ensures sufficient drainage capacity, but also avoids excessive encroachment on the structure of the platform 1. The specifications of the sump pit 10 are set to 40*40*50cm, ensuring that a certain amount of accumulated water can be accommodated and quickly discharged through the pump 12 when necessary.
[0037] In order to monitor the water level in the drainage ditch 9 and the sump 10 in real time, a water level sensor 13 is also provided. Once the water level exceeds the preset threshold, an alarm will be automatically triggered and the pump 12 will be started to drain the water, ensuring the dryness and safety of the internal environment of the platform 1.
[0038] In the description of the present invention, it should be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "the other end", "upper", "one side", "top", "inside", "front", "center", "both ends" and the like indicate orientations or positional relationships based on the drawings, which are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.
[0039] In the present utility model, unless otherwise clearly stipulated and limited, the terms such as "installation", "setting", "connection", "fixation" and "screw-on" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, ordinary technicians in this field can understand the specific meanings of the above terms in the utility model according to the specific circumstances.
[0040] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that modifications may be made to the embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A device for treating water leakage of a steel casing box of an underwater foundation, characterized in that: The invention comprises a capping platform (1), a bottom cover (2) located at the bottom of the capping platform (1), a leveling layer (3) arranged on the capping platform (1), a steel strand (4) for tensioning arranged on the leveling layer (3), anchor pads (5) arranged around the capping platform (1), a working anchor (6) arranged on the anchor pads (5), a jack (7) arranged on the working anchor (6), a tool anchor (8) arranged on the upper end of the jack (7), and the steel strand (4) having two ends arranged in a manner similar to that of the steel strand (4). The anchor plate (5), the working anchor (6), the jack (7) and the tool anchor (8) are passed through the leveling layer (3) for the first time. Drainage ditches (9) are arranged around the leveling layer (3). A sump (10) is arranged diagonally on the leveling layer (3). The cross-sections of the drainage ditches (9) and the sump (10) are both rectangular. A waterproofing coiled material (11) is arranged between the pedestal (1) and the bottom cover (2). The waterproofing coiled material (11) is connected to the pedestal (1) and the bottom cover (2) by hot-melt welding.
2. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized in that: A water pump (12) is arranged in the sump (10), and a water level sensor (13) is also arranged inside the sump (10).
3. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized in that: A tool anchor washer (14) is also provided at the bottom of the tool anchor (8).
4. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized in that: Working anchor clips (15) are also provided on both sides of the working anchor (6).
5. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized in that: The specification of the drainage ditch (9) is 40*20 cm.
6. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized in that: The specifications of the sump (10) are 40*40*50 cm.
7. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized by: The upper parts of the drainage ditch (9) and the sump (10) are covered with a steel plate (16).
8. The device for treating water leakage of a steel casing box of an underwater cap according to claim 1 is characterized by: The steel strand (4) is a 5-φs15.2 steel strand.