River-crossing aqueduct diversion cofferdam

CN224227828UActive Publication Date: 2026-05-12SICHUAN JIUYI CONSTR ENG CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
SICHUAN JIUYI CONSTR ENG CO LTD
Filing Date
2025-04-18
Publication Date
2026-05-12

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Abstract

The utility model discloses a river-crossing aqueduct flow guide cofferdam, and belongs to the field of flow guide cofferdams, the river-crossing aqueduct flow guide cofferdam comprises a plurality of supports, inner barrier strips are fixedly mounted on the inner sides of the supports, guide grooves are formed in the inner sides of the inner barrier strips, side plates are slidably inserted into the inner walls of the guide grooves, and two bolts are symmetrically and fixedly mounted at the bottoms of the side plates; studs are inserted into the inner walls of the support and the inner blocking strips, transverse strips are inserted into the inner walls of the support, a bottom plate is installed at the inner bottom of the support, outer baffles are inserted into the inner walls of the support and the inner blocking strips, and inner cavities of the support are filled with sand bags. By arranging the support, the inserting hole, the outer baffle, the bottom plate and the sandbag, the flow guide structure can be conveniently assembled on site, then operation of a large crane is not needed, the applicability is guaranteed, the assembling convenience and efficiency are improved, meanwhile, the sandbag and the support can be transported separately, and the transportation convenience is improved.
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Description

Technical Field

[0001] This application relates to the field of diversion cofferdam technology, and in particular to a diversion cofferdam for a cross-river aqueduct. Background Technology

[0002] An aqueduct is an elevated water channel spanning rivers, canals, roads, and valleys. Currently, the aqueduct body, supporting columns, and other components are mostly constructed using prefabrication and hoisting techniques, while the aqueduct foundations generally employ large-scale gravity foundations. Sufficient space is required for the construction of prefabricated hoisting systems and large-scale gravity foundations.

[0003] Existing diversion cofferdams, being prefabricated, require transportation, hoisting, and installation at the site of use. However, large equipment such as cranes and transport vehicles are not readily available at some locations, which affects the convenience and efficiency of installation. Therefore, this application proposes a cross-river aqueduct diversion cofferdam to solve the aforementioned technical problems. Utility Model Content

[0004] In view of the shortcomings of the prior art, this utility model provides a cross-river aqueduct diversion cofferdam, which overcomes the shortcomings of the prior art and aims to solve the problems in the background art.

[0005] To achieve the above objectives, this application adopts the following technical solution: a cross-river aqueduct diversion cofferdam, comprising multiple supports, inner baffles fixedly installed on the inner side of the supports, guide grooves formed on the inner side of the inner baffles, side plates slidably inserted into the inner wall of the guide grooves, two pins symmetrically fixedly installed at the bottom of the side plates, studs inserted into the inner walls of the supports and inner baffles, crossbars inserted into the inner walls of the supports, a base plate installed at the inner bottom of the supports, outer baffles inserted into the inner walls of the supports and inner baffles, and sandbags filled and installed in the inner cavity of the supports.

[0006] In a preferred embodiment, the bottom of the bracket has two symmetrically arranged insertion holes, and the two pins are adapted to be inserted into the inner walls of the two insertion holes.

[0007] By adopting the above technical solution, the side plate can be positioned to ensure its stability when installed on the inner wall of the two inner baffles, and to prevent it from easily tipping over.

[0008] In a preferred embodiment, the middle part of the stud is inserted into the inner wall of the side plate, and two nuts are threaded on the outer edge of the stud, with the outer edges of the two nuts abutting against the outer wall of the bracket.

[0009] By adopting the above technical solution, it is possible to connect the two brackets, the inner baffle, and the side plate, thereby further ensuring the stability of the side plate away from the pin.

[0010] In a preferred embodiment, a fixing plate is fixedly installed at the bottom of the bracket, and two pins are inserted into the inner wall of the fixing plate.

[0011] By adopting the above technical solution, when the device is installed at the site of use, the pins can be stably inserted into the soil, ensuring that the bracket and inner baffle can be installed vertically on the ground, preventing it from tipping over and improving stability.

[0012] In a preferred embodiment, the inner wall of the bracket is provided with a positioning groove, and the crossbar is inserted into the inner wall of the positioning groove.

[0013] By adopting the above technical solution, the horizontal bar can tightly connect multiple supports together to form a frame, ensuring stability.

[0014] In a preferred embodiment, there are two side plates, which are symmetrically arranged on both sides of the sandbag. The side plates, bottom plate, and outer baffle are all made of galvanized steel plate.

[0015] By adopting the above technical solutions, the side panels, bottom panels and outer baffles will not be easily corroded after being washed by rainwater and soil, thus improving their durability.

[0016] The beneficial effects of this application are:

[0017] This type of cross-river aqueduct diversion cofferdam facilitates on-site assembly of the diversion structure by setting up supports, insertion holes, outer baffles, bottom plates, and sandbags, thus eliminating the need for large crane operations, ensuring applicability, and improving the convenience and efficiency of assembly. At the same time, the sandbags and supports can be transported separately, improving the convenience of transportation.

[0018] This type of cross-river aqueduct diversion cofferdam can locate the position of the two outer baffles by inserting studs into the inner walls of the support, inner baffles and side plates, and threading nuts onto the outer edge of the studs. At the same time, it can further locate the side plates to ensure stability. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the overall structure of this application;

[0020] Figure 2 This is a schematic diagram of the outer baffle structure of this application;

[0021] Figure 3 This is a schematic diagram of the base plate structure of this application.

[0022] Figure 4 This is a schematic diagram of the unfolded structure of this application.

[0023] The following are labeled in the diagram: 1. Bracket; 2. Inner baffle; 3. Guide groove; 4. Insertion hole; 5. Side plate; 6. Pin; 7. Stud; 8. Nut; 9. Crossbar; 10. Base plate; 11. Outer baffle; 12. Sandbag; 13. Fixing plate; 14. Peg. Detailed Implementation

[0024] The technical solutions in the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments.

[0025] Reference Figure 1-4 A cross-river aqueduct diversion cofferdam includes multiple supports 1. Inner baffles 2 are fixedly installed on the inner side of the supports 1. Guide grooves 3 are opened on the inner side of the inner baffles 2. Side plates 5 are slidably inserted into the inner wall of the guide grooves 3. Two pins 6 are symmetrically fixedly installed at the bottom of the side plates 5. Studs 7 are inserted into the inner walls of the supports 1 and the inner baffles 2. Horizontal bars 9 are inserted into the inner wall of the supports 1. A bottom plate 10 is installed at the inner bottom of the supports 1. Outer baffles 11 are inserted into the inner walls of the supports 1 and the inner baffles 2. Sandbags 12 are filled and installed in the inner cavity of the supports 1.

[0026] See Figure 4 The bottom of the bracket 1 has two symmetrical holes 4, and two pins 6 are adapted to be inserted into the inner wall of the two holes 4, so that the side plate 5 can be positioned to ensure the stability of the side plate 5 when it is installed on the inner wall of the two inner baffles 2, and to ensure that it will not easily tip over.

[0027] See Figure 4 The middle part of the stud 7 is inserted into the inner wall of the side plate 5. Two nuts 8 are threaded on the outer edge of the stud 7, and the outer edges of the two nuts 8 abut against the outer wall of the bracket 1, so that the two brackets 1, the inner stop strip 2 and the side plate 5 can be connected together, further ensuring the stability of the side plate 5 away from the pin 6.

[0028] See Figure 1 A fixing plate 13 is fixedly installed at the bottom of the bracket 1. Two pins 14 are inserted into the inner wall of the fixing plate 13, so that when the device is installed at the place of use, the pins 14 can be stably inserted into the soil, ensuring that the bracket 1 and the inner baffle 2 can be installed vertically on the ground, preventing them from tipping over and improving stability.

[0029] See Figure 4 The inner wall of the bracket 1 is provided with a positioning groove, and the horizontal bar 9 is inserted into the inner wall of the positioning groove, so that the horizontal bar 9 can tightly connect multiple brackets 1 together to form a frame and ensure stability.

[0030] See Figure 1 - Figure 4There are two side plates 5, and the two side plates 5 are symmetrically arranged on both sides of the sandbag 12. The side plates 5, the bottom plate 10 and the outer baffle 11 are all made of galvanized steel plates, which makes the side plates 5, the bottom plate 10 and the outer baffle 11 less susceptible to corrosion after being washed by rainwater and soil, thus improving their durability.

[0031] Working principle: When using this device, firstly, the nail 14 can be driven into the soil, and then the fixing plate 13 can be stably installed on the ground to complete the positioning and installation of the bracket 1. Then, the outer baffle 11 can be inserted and installed in the middle position between the bracket 1 and the inner baffle 2. At the same time, the side plate 5 can be inserted into the inner wall of the guide groove 3, and the pin 6 can be inserted into the inner wall of the insertion hole 4. Simultaneously, the stud 7 can be inserted into the inner wall of the bracket 1, the inner baffle 2 and the side plate 5. The nut 8 can be threaded onto the outer edge of the stud 7, thereby positioning the two outer baffles 11 and simultaneously further positioning the side plate 5 to ensure stability. Then, the sandbag 12 can be installed on the inner side of the two outer baffles 11, which can be used to intercept and block water and sand, ensuring the progress of construction during operation.

[0032] In the description of this utility model, it should be noted that the terms "upper," "lower," "inner," "outer," "front end," "rear end," "both ends," "one end," and "the other end," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used 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. Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.

[0033] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installed," "equipped with," "connected," etc., should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral 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 a connection within two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0034] The present invention has been described above with reference to specific embodiments. However, those skilled in the art should understand that these descriptions are exemplary and not intended to limit the scope of protection of the present invention. Those skilled in the art can make various modifications and variations to the present invention based on its spirit and principles, and these modifications and variations are also within the scope of the present invention.

Claims

1. A cross-river aqueduct diversion cofferdam, comprising multiple supports (1), characterized in that, An inner baffle (2) is fixedly installed on the inner side of the bracket (1). A guide groove (3) is opened on the inner side of the inner baffle (2). A side plate (5) is slidably inserted into the inner wall of the guide groove (3). Two pins (6) are symmetrically fixedly installed at the bottom of the side plate (5). Studs (7) are inserted into the inner walls of the bracket (1) and the inner baffle (2). A crossbar (9) is inserted into the inner wall of the bracket (1). A base plate (10) is installed at the inner bottom of the bracket (1). An outer baffle (11) is inserted into the inner walls of the bracket (1) and the inner baffle (2). A sandbag (12) is installed in the inner cavity of the bracket (1).

2. The cross-river aqueduct diversion cofferdam according to claim 1, characterized in that, The bottom of the bracket (1) has two symmetrically arranged holes (4), and the two pins (6) are adapted to be inserted into the inner wall of the two holes (4).

3. The cross-river aqueduct diversion cofferdam according to claim 1, characterized in that, The stud (7) is inserted into the inner wall of the side plate (5) at its middle part. Two nuts (8) are threaded on the outer edge of the stud (7), and the outer edges of the two nuts (8) abut against the outer wall of the bracket (1).

4. The cross-river aqueduct diversion cofferdam according to claim 1, characterized in that, A fixing plate (13) is fixedly installed at the bottom of the bracket (1), and two pins (14) are inserted into the inner wall of the fixing plate (13).

5. A cross-river aqueduct diversion cofferdam according to claim 1, characterized in that, The inner wall of the bracket (1) is provided with a positioning groove, and the horizontal bar (9) is inserted into the inner wall of the positioning groove.

6. The cross-river aqueduct diversion cofferdam according to claim 1, characterized in that, The number of side plates (5) is two, and the two side plates (5) are symmetrically arranged on both sides of the sandbag (12). The side plates (5), bottom plate (10) and outer baffle (11) are all made of galvanized steel plate.