Steel sleeve cofferdam structure with self-floating empty box
By using a steel sleeve cofferdam structure with self-floating empty boxes in the construction of sluice and ship locks, the impact of traditional methods on waterway traffic and water ecology is solved, the construction safety and convenience are improved, and the efficient utilization of resources is achieved .
Patent Information
- Application Number
- CN202420621599.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-28
- Publication Date
- 2024-12-10
- Estimated Expiration
- 2034-03-28
AI Technical Summary
Traditional sluice and ship lock maintenance and reinforcement methods have problems such as affecting waterway traffic, destroying the water ecological environment, increasing construction safety hazards, long construction periods, and difficulty in entering the lifting equipment.
Using a steel sleeve cofferdam structure with a self-floating empty box, the self-floating empty box is installed on the outside of the steel sleeve cofferdam body, so that it floats on the water surface, is dragged to a designated position, and then sinks under the action of gravity. Shelve, form a flood control closure, drain the water body for construction, and reduce the impact of navigation and construction time.
It effectively reduces the impact of navigation, reduces time and capital investment, improves construction safety and convenience, and protects the water ecological environment.
Smart Images
Figure CN222140087U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of hydraulic cofferdams, in particular to a steel sleeve cofferdam structure with a self-floating empty box. Background Art
[0002] At present, taking into account economic cost, time cost, resource utilization, technical support and historical and cultural value, more and more ship locks, sluice gates and pump locks are choosing to repair and reinforce rather than rebuild, which can not only meet the needs of facility maintenance, but also extend their service life while minimizing resource waste and environmental impact. With the continuous development of science and technology, repair and reinforcement technology is becoming more and more advanced and reliable, and customized solutions can be provided for different types of sluice gates, ship locks and pump locks. These technical supports make repair and reinforcement a more attractive option to extend the service life of facilities and improve their performance.
[0003] However, the traditional maintenance and reinforcement method is usually to set up a temporary cofferdam and drain the water inside the cofferdam for construction. This method has disadvantages such as affecting waterway traffic, destroying the water ecological environment, increasing construction safety hazards, and a long construction period. In addition, with the acceleration of urbanization, the demand for infrastructure such as transportation and water conservancy within the city has increased. More and more sluices, ship locks, and pump locks are located in urban rivers, making it inconvenient for lifting equipment to enter the construction site.
[0004] Therefore, the applicant has found a solution to the above-mentioned problem through beneficial exploration and research, and the technical solution to be introduced below is produced in this context. Utility Model Content
[0005] The technical problem to be solved by the utility model is: in view of the problems that traditional construction methods such as setting up temporary cofferdams and draining water bodies have impacts on waterway traffic, damage to the water ecological environment, increase construction safety hazards, long construction periods, and difficulties in bringing in lifting equipment, etc., a steel sleeve cofferdam structure with a self-floating empty box is provided, which reduces the impact on navigation, reduces time and capital investment, protects the water ecological environment, ensures safe construction, and is easy to operate.
[0006] The technical problem to be solved by the present invention can be achieved by adopting the following technical solutions:
[0007] A steel sleeve cofferdam structure with a self-floating empty box comprises a steel sleeve cofferdam body, and is characterized in that at least one self-floating empty box is detachably mounted on the outer side surface of the steel sleeve cofferdam body.
[0008] In a preferred embodiment of the present invention, the self-floating empty box is a closed-cell foam box structure.
[0009] In a preferred embodiment of the present invention, there are a plurality of self-floating empty boxes, which are circumferentially spaced and arranged on the outer side of the steel sleeve cofferdam body.
[0010] In a preferred embodiment of the present invention, each self-floating empty box is installed on the outer side surface of the steel sleeve cofferdam body through a plurality of sliding components.
[0011] In a preferred embodiment of the utility model, each sliding assembly includes a plurality of I-beam sliders, a vertical guide groove and a locking mechanism, the plurality of I-beam sliders are arranged at intervals in the vertical direction on the outer side surface of the self-floating empty box facing the steel sleeve cofferdam body, the vertical guide groove is fixedly arranged on the outer side surface of the steel sleeve cofferdam body, and the locking mechanism is arranged in the top of the vertical guide groove; during installation, the self-floating empty box is slidably installed in the vertical guide groove on the steel sleeve cofferdam body through the plurality of I-beam sliders, and the locking mechanism is used to limit the I-beam slider from being separated from the vertical guide groove, so that the self-floating empty box can float vertically along the vertical guide groove on the steel sleeve cofferdam body.
[0012] In a preferred embodiment of the present invention, the locking mechanism is a locking steel rod, and the locking steel rod is detachably inserted at the top of the vertical guide groove.
[0013] In a preferred embodiment of the present utility model, the steel sleeve cofferdam body is a closed steel sleeve cofferdam or a semi-closed steel sleeve cofferdam.
[0014] In a preferred embodiment of the present utility model, when the steel sleeve cofferdam body is a closed steel sleeve cofferdam, a rubber waterstop is arranged on the bottom surface of the steel sleeve cofferdam body; when the steel sleeve cofferdam body is a semi-closed steel sleeve cofferdam, a rubber waterstop is arranged on the bottom surface and side surface of the steel sleeve cofferdam body.
[0015] In a preferred embodiment of the utility model, navigation warning patterns are painted on the surfaces of the steel sleeve cofferdam body and the self-floating empty box.
[0016] In a preferred embodiment of the present utility model, at least one steel ladder is arranged in the steel sleeve cofferdam body.
[0017] Due to the adoption of the above technical scheme, the beneficial effect of the utility model is that: the utility model arranges a self-floating empty box on the outer side of the steel sleeve cofferdam body, and the steel sleeve cofferdam body can float on the water surface relying on the self-floating empty box and be towed to a designated location, and then by filling the self-floating empty box with water or removing the self-floating empty box, the steel sleeve cofferdam sinks under the action of gravity and rests on the bottom plate to form a flood control closure, and finally the water in the cofferdam can be drained for construction, which effectively reduces the impact on navigation, reduces time and capital investment, and improves the safety and convenience of construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0019] Figure 1 It is a structural schematic diagram of embodiment 1 of the utility model.
[0020] Figure 2 yes Figure 1 A local enlarged schematic diagram of point A.
[0021] Figure 3 It is a structural schematic diagram of embodiment 2 of the present utility model. DETAILED DESCRIPTION
[0022] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below with reference to specific illustrations.
[0023] Example 1
[0024] See also Figure 1 , shown in the figure is a steel sleeve cofferdam structure with a self-floating empty box, including a steel sleeve cofferdam body 100 and at least one self-floating empty box 200.
[0025] The self-floating empty box 200 is detachably mounted on the outer side of the steel sleeve cofferdam body 100 , so that the steel sleeve cofferdam body 100 floats on the water surface by the buoyancy of the self-floating empty box 200 .
[0026] The steel sleeve cofferdam body 100 adopts a closed steel sleeve cofferdam, which is pre-assembled on the ground. There are two self-floating empty boxes 200, which are symmetrically arranged on the left and right outer sides of the steel sleeve cofferdam body 100. Of course, the number of self-floating empty boxes 200 is not limited to that in this embodiment, and it should be arranged according to the volume and shape of the steel sleeve cofferdam body 100.
[0027] The self-floating empty box 200 adopts a closed-cell foam box structure to ensure that sufficient buoyancy is provided, and at the same time, the self-floating performance will not be affected by water leakage.
[0028] See also Figure 2 Combined with Figure 1 , each self-floating empty box 200 is installed on the outer side of the steel sleeve cofferdam body 100 through three sets of sliding assemblies 300. Specifically, each sliding assembly 300 includes a plurality of I-beam sliders 310, a vertical guide groove 320 and a locking mechanism 330. A plurality of I-beam sliders 310 are arranged at intervals along the vertical direction on the outer side of the self-floating empty box 200 facing the steel sleeve cofferdam body 100, the vertical guide groove 320 is fixedly arranged on the outer side of the steel sleeve cofferdam body 100, and the locking mechanism 330 is arranged in the top of the vertical guide groove 320. During installation, the self-floating empty box 200 is slidably installed in the vertical guide groove 320 on the steel sleeve cofferdam body 100 through a plurality of I-beam sliders 310, and the locking mechanism 330 is used to limit the I-beam slider 310 from being separated from the vertical guide groove 320, so that the self-floating empty box 200 can float vertically along the vertical guide groove 320 on the steel sleeve cofferdam body 100. In this embodiment, the locking mechanism 330 preferably adopts a locking steel rod, which is detachably inserted at the top of the vertical guide groove 320. Of course, the locking device can also adopt other locking structures as long as it can prevent the I-beam slider 310 from escaping from the vertical guide groove 320.
[0029] In order to improve the water-stopping and sealing performance of the steel sleeve cofferdam body 100 , a rubber water-stop strip (not shown in the figure) is provided on the bottom surface of the steel sleeve cofferdam body 100 .
[0030] The surfaces of the steel sleeve cofferdam body 100 and the self-floating empty box 200 are painted with navigation warning patterns of the same eye-catching color or different eye-catching colors (not shown in the figure), which serve as navigation warnings in navigable rivers.
[0031] A steel ladder 110 is provided inside the steel sleeve cofferdam body 100 to facilitate construction workers to carry out construction.
[0032] The working principle of the steel sleeve cofferdam structure with self-floating empty box of the utility model is as follows:
[0033] First, the steel sleeve cofferdam body 100 is assembled on the ground, and the self-floating empty box 200 is installed on the steel sleeve cofferdam body 100. Then, the steel sleeve cofferdam body 100 with the self-floating empty box 200 is placed on the water surface by using a hoisting device.
[0034] The steel sleeve cofferdam body 100 can float on the water surface by relying on the self-floating empty box 200, and then be towed to the designated location by a tugboat; at this time, by pouring water into the self-floating empty box 200 (or removing the self-floating empty box 200), the steel sleeve cofferdam body 100 sinks under the action of gravity and rests on the bottom plate. The steel sleeve cofferdam body 100 is subjected to the water pressure, and the rubber waterstop on the bottom surface of the steel sleeve cofferdam body 100 is compressed and pressed against the bottom plate, so that a water-stop seal is formed between the bottom surface of the steel sleeve cofferdam body 100 and the bottom plate, forming a flood-proof closure, and finally the water in the cofferdam is drained for construction.
[0035] After the construction is completed, the water in the self-floating empty box 200 is drained (or the self-floating empty box 200 is installed on the steel sleeve cofferdam body 100 and water is poured into the self-floating empty box 200, the self-floating empty box 200 sinks to the designated position by its own gravity and is locked, and finally the water in the self-floating empty box 200 is drained), the steel sleeve cofferdam body 100 floats to the water surface by buoyancy, and is towed to the designated position by a tugboat, and finally lifted out of the water by lifting equipment.
[0036] Example 2
[0037] The structure of the steel sleeve cofferdam structure with self-floating empty box in this embodiment is roughly the same as that of the steel sleeve cofferdam structure with self-floating empty box in Example 1, the difference being that: Figure 2 The steel sleeve cofferdam body 100a adopts a semi-closed steel sleeve cofferdam, which is provided with a plurality of steel support members 120a for support to improve the overall stability of the structure.
[0038] Three self-floating empty boxes 200a are arranged at intervals on the outer side surface of the steel sleeve cofferdam body 100a to ensure that the steel sleeve cofferdam body 100a can float stably on the water surface.
[0039] The rubber water stop strip 400a is arranged on the bottom and side of the steel sleeve cofferdam body 100a. When the steel sleeve cofferdam body 100a sinks to the bottom plate, the rubber water stop strip 400a forms a seal between the steel sleeve cofferdam body 100a and the top plate and the pier wall 10.
[0040] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.
Claims
1. A steel sleeve cofferdam structure with a self-floating empty box, comprising a steel sleeve cofferdam body, characterized in that: At least one self-floating empty box is detachably mounted on the outer side of the steel sleeve cofferdam body; There are a plurality of self-floating empty boxes, which are arranged circumferentially and spaced apart on the outer side of the steel sleeve cofferdam body, and each self-floating empty box is installed on the outer side of the steel sleeve cofferdam body through a plurality of sliding components; Each sliding assembly includes a plurality of I-beam sliders, a vertical guide groove and a locking mechanism, wherein the plurality of I-beam sliders are arranged at intervals along the vertical direction on the outer side of the self-floating empty box facing the steel sleeve cofferdam body, the vertical guide groove is fixedly arranged on the outer side of the steel sleeve cofferdam body, and the locking mechanism is arranged in the top of the vertical guide groove; during installation, the self-floating empty box is slidably installed in the vertical guide groove on the steel sleeve cofferdam body through the plurality of I-beam sliders, and the locking mechanism is used to limit the I-beam slider from being separated from the vertical guide groove, so that the self-floating empty box can float vertically along the vertical guide groove on the steel sleeve cofferdam body; The locking mechanism is a locking steel rod, and the locking steel rod is detachably inserted at the top of the vertical guide groove.
2. The steel sleeve cofferdam structure with a self-floating empty box according to claim 1, characterized in that: The self-floating empty box is a closed-cell foam box structure.
3. The steel sleeve cofferdam structure with a self-floating empty box according to claim 1, characterized in that: The steel sleeve cofferdam body is a closed steel sleeve cofferdam or a semi-closed steel sleeve cofferdam.
4. The steel sleeve cofferdam structure with a self-floating empty box as claimed in claim 3 is characterized in that: When the steel sleeve cofferdam body is a closed steel sleeve cofferdam, a rubber waterstop is arranged on the bottom surface of the steel sleeve cofferdam body; when the steel sleeve cofferdam body is a semi-closed steel sleeve cofferdam, a rubber waterstop is arranged on the bottom surface and side surface of the steel sleeve cofferdam body.
5. The steel sleeve cofferdam structure with self-floating empty box according to claim 1, characterized in that: The surfaces of the steel sleeve cofferdam body and the self-floating empty box are painted with navigation warning patterns.
6. The steel sleeve cofferdam structure with self-floating empty box according to claim 1, characterized in that: At least one steel ladder is arranged in the steel sleeve cofferdam body.