High-turnover temporary drainage ditch and implementation method thereof

By adopting fiber-reinforced cement-based materials and the design of connecting water stop strips and anchors, the existing temporary drainage technology has been solved in terms of construction efficiency, cost, environmental protection and quality, and the temporary drainage technology with efficient turnover and low loss has been achieved.

CN119825000AInactive Publication Date: 2025-04-15JIANGSU MODERN SHUNING ENGINEERING CONSTRUCTION CO LTD
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Patent Information

Application Number
CN202510260432.4
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-03-06
Publication Date
2025-04-15
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The existing temporary drainage ditch technology has shortcomings in construction efficiency, cost, environmental protection and quality, and it is difficult to meet the needs of efficient drainage, rapid construction, low cost, environmental protection and other aspects at the same time.

Method used

We use fiber-reinforced cement-based materials such as steel fiber concrete and ultra-high performance concrete, combined with the design of connecting water stop strips and anchors to achieve efficient assembly and sealing of temporary drainage ditches, simplify construction processes, and improve project quality.

Benefits of technology

By improving tensile strength and sealing performance, the risk of accidents such as slope collapse is reduced, efficient turnover of temporary drainage ditches is achieved, resource waste and environmental pollution are reduced, and construction costs are reduced.

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Abstract

The invention discloses a high-turnover temporary drainage ditch and an implementation method thereof. The temporary drainage ditch comprises a bottom plate provided with a connecting plate, a left side plate, a right side plate, a bottom plate connecting water stop strip, a bottom side plate connecting water stop strip, a side plate connecting water stop strip, an anchor rod and other components. Through assembly of the components, rapid assembly and efficient turnover of the temporary drainage ditch are achieved. In a preferable scheme, the bottom plate and the side plates are made of steel fiber reinforced concrete or ultra-high performance concrete, high-elasticity rubber water stop strips are laid at the joints and anchored through anchor rods, and the problems that a traditional drainage ditch is low in tensile strength, prone to cracking and leaking and the like are effectively solved. The invention further provides a detailed implementation method. The detailed implementation method comprises the assembly step and the disassembly process of all the components. The construction process is simplified, the engineering quality is improved, environmental pollution and resource waste are reduced, the green construction requirement is met, the construction cost is reduced, and economic benefits and social benefits are improved.
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Description

Technical Field

[0001] The present invention relates to the technical field related to drainage ditch construction, and in particular to a high-turnover temporary drainage ditch and an implementation method thereof. Background Art

[0002] Temporary drainage ditches play a vital role in highway roadbed construction. Their main function is to promptly remove water from the construction area to prevent the foundation from softening due to long-term immersion, thereby avoiding safety accidents such as slope collapse. In addition, temporary drainage ditches can also reduce the erosion of exposed soil by rainwater and protect the ecological environment around the construction site. However, the existing temporary drainage ditch technology has many problems in practical applications, and it is difficult to simultaneously meet the needs of efficient drainage, rapid construction, low cost, and environmental protection.

[0003] At present, temporary drainage ditches for highway subgrades are mainly constructed by cast-in-place mortar or concrete and prefabricated block masonry. Although cast-in-place mortar or concrete drainage ditches have good drainage performance, their construction period is long and they are difficult to reuse, resulting in increased construction costs and waste of resources, and insignificant economic and social benefits. In addition, the quality of cast-in-place construction is difficult to guarantee, and cracks and leakage problems are prone to occur. Although prefabricated block masonry drainage ditches have improved construction efficiency and reduced environmental pollution at the construction site, there are leakage problems at the overlap positions, and traditional cement-based materials (such as mortar and concrete) have low tensile strength and are prone to brittle cracking, which increases the risk of accidents such as slope collapse.

[0004] Therefore, there is an urgent need for a temporary drainage ditch technology that can effectively solve the above problems and meet various requirements. The present invention provides a high-turnover temporary drainage ditch. By adopting fiber-reinforced cement-based materials such as steel fiber concrete and ultra-high performance concrete, it solves the problems of low tensile strength and brittle cracking of traditional mortar and concrete, and reduces the loss of various components of high-turnover temporary drainage ditches during use, stacking and transportation. At the same time, by laying connecting waterstop strips at each joint of the bottom plate and the side plate and anchoring them with anchor rods, leakage problems at the assembly position are avoided, and the risk of accidents such as slope collapse is reduced. In addition, the present invention adopts connecting waterstop strips and anchor rods to replace the grouting process of traditional prefabricated block drainage ditches after assembly, which simplifies the construction process, improves the quality of the project, and reduces the environmental pollution caused by construction. Summary of the invention

[0005] The purpose of this section is to summarize some aspects of embodiments of the present invention and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the specification abstract and the invention title of this application to avoid blurring the purpose of this section, the specification abstract and the invention title, and such simplifications or omissions cannot be used to limit the scope of the present invention.

[0006] Therefore, in order to solve the above technical problems, the present invention provides the following technical solutions: a high turnover temporary drainage ditch, comprising:

[0007] A bottom plate with connecting plates on four sides, a left side plate with connecting plates on three sides, a right side plate with connecting plates on three sides, a bottom plate with a circular hole in the middle connected to a water stop strip, a bottom side plate with a circular hole in the middle connected to a water stop strip, a side plate with a circular hole in the middle connected to a water stop strip, and an anchor rod with a protruding rib at the lower end;

[0008] During assembly, adjacent bottom plates are connected by bottom plate connecting waterstop strips and anchor rods, the bottom plate and left and right plates are connected by bottom side plate connecting waterstop strips and anchor rods, and adjacent left plates or adjacent right plates are connected by side plate connecting waterstop strips and anchor rods, thereby realizing the assembly of temporary drainage ditch. After use, the above-mentioned components are removed and stacked for multiple use, thereby achieving the purpose of efficient turnover of temporary drainage ditch.

[0009] As a preferred solution of the high-turnover temporary drainage ditch of the present invention, wherein: the front end of the bottom plate is arranged with a bottom plate active connection plate for connecting adjacent bottom plates; the rear end, left end and right end of the bottom plate are arranged with bottom plate passive connection plates for connecting adjacent bottom plates, left plates or right plates respectively; the middle parts of the bottom plate active connection plate and the bottom plate passive connection plate are both provided with circular connection holes for installing anchor rods;

[0010] The front end of the left side plate is provided with a left passive connecting plate, the rear end and the right end of the left side plate are provided with a left active connecting plate, and the middle parts of the left active connecting plate and the left passive connecting plate are provided with circular connecting holes for installing anchor rods;

[0011] A right passive connecting plate is arranged at the front end of the right plate, and a right active connecting plate is arranged at the rear end and left end of the left plate. Circular connecting holes are opened in the middle of the right passive connecting plate and the right active connecting plate for installing anchor rods.

[0012] As a preferred solution of the high-turnover temporary drainage ditch described in the present invention, each group of water stop strips and connecting plates is provided with a circular connecting hole in the middle, and the circular connecting hole is adapted to the structure of the anchor rod. Through the coordinated use of the anchor rod and the circular connecting holes connected up and down, the purpose of anchoring the adjacent bottom plate or the adjacent left side plate or the adjacent right side plate is achieved.

[0013] As a preferred solution of the high-turnover temporary drainage ditch described in the present invention, the anchor rod includes an anchor head and an anchor bolt, the anchor head is arranged at the top of the anchor bolt and fixedly connected to the anchor bolt, and protruding ribs are arranged on the circumferential side wall of the anchor bolt.

[0014] As a preferred solution of the high-turnover temporary drainage ditch described in the present invention, wherein: the bottom plate is connected by the bottom plate active connecting plate at the front end of the adjacent bottom plate and the bottom plate passive connecting plate at the rear end of the bottom plate, a bottom plate connecting water stop strip is laid between the two, and the circular connecting holes of the bottom plate active connecting plate at the front end of the bottom plate, the bottom plate passive connecting plate at the rear end of the bottom plate and the bottom plate connecting water stop strip are arranged at the same position and anchored by anchor rods.

[0015] As a preferred solution of the high-turnover temporary drainage ditch described in the present invention, wherein: the bottom plate and the left side plate are connected by the bottom plate passive connecting plate at the left end of the bottom plate and the left active connecting plate at the right end of the left side plate, and a bottom side plate connecting waterstop strip is laid between the two, and the circular connecting holes of the bottom plate passive connecting plate at the left end of the bottom plate, the left active connecting plate at the right end of the left side plate and the bottom side plate connecting waterstop strip are arranged at the same position and are anchored by anchor rods.

[0016] As a preferred solution of the high-turnover temporary drainage ditch of the present invention, the bottom plate and the right side plate are connected through the bottom plate passive connection plate at the right end of the bottom plate and the right side active connection plate at the left end of the right side plate, and a bottom side plate connection water stop strip is laid between the two. The bottom plate passive connection plate at the right end of the bottom plate, the right side active connection plate at the left end of the right side plate, and the circular connection holes of the bottom side plate connection water stop strip are arranged at the same position and anchored by anchor rods;

[0017] The left side plate is connected to the left side plate by the left side passive connecting plate at the front end of the adjacent left side plate and the left side plate rear end active connecting plate, a side plate connecting water stop strip is laid between the two, and the circular connecting holes of the left side passive connecting plate at the front end of the left side plate, the left side active connecting plate at the rear end of the left side plate and the side plate connecting water stop strip are arranged at the same position and are anchored by anchor rods;

[0018] The right side plate is connected through the right side passive connecting plate at the front end of the adjacent right side plate and the right side active connecting plate at the rear end of the right side plate, and a side plate connecting waterstop strip is laid between the two. The circular connecting holes of the right side passive connecting plate at the front end of the right side plate, the right side active connecting plate at the rear end of the right side plate and the side plate connecting waterstop strip are arranged at the same position and are anchored by anchor rods.

[0019] As a preferred solution of the high-turnover temporary drainage ditch described in the present invention, the bottom plate, left plate and right plate are all made of fiber-reinforced cement-based materials such as steel fiber concrete and ultra-high performance concrete; the bottom plate connecting waterstop strips, bottom side plate connecting waterstop strips, and side plate connecting waterstop strips are all made of high-elastic rubber; the anchor rods are made of ribbed steel bars, etc.

[0020] The present invention also provides a method for implementing the high-turnover temporary drainage ditch described above, which is characterized by comprising the following specific steps:

[0021] A bottom plate connection water stop strip is laid between the bottom plate active connection plate at the front end of the adjacent bottom plate and the bottom plate passive connection plate at the rear end of the bottom plate, and the interconnected circular connection holes are connected and anchored by anchor rods, thereby realizing the assembly of the bottom plate;

[0022] A bottom plate and side plate connection water stop strip is laid between the bottom plate passive connection plate at the left end of the bottom plate and the left active connection plate at the right end of the left side plate, and the interconnected circular connection holes are connected and anchored by anchor rods, thereby realizing the assembly of the bottom plate and the left side plate;

[0023] A bottom plate and side plate connection water stop strip is laid between the bottom plate passive connection plate at the right end of the bottom plate and the right side active connection plate at the left end of the right side plate, and the interconnected circular connection holes are connected and anchored by anchor rods, thereby realizing the assembly of the bottom plate and the right side plate;

[0024] A side plate connection water stop strip is laid between the left passive connection plate at the front end of the adjacent left side plate and the left active connection plate at the rear end of the left side plate, and the circular connection holes connected to each other are connected and anchored by anchor rods, thereby realizing the assembly of the left side plate;

[0025] A side plate connection water stop strip is laid between the right passive connection plate at the front end of the adjacent right side plate and the right active connection plate at the rear end of the right side plate, and the interconnected circular connection holes are connected and anchored by anchor rods, thereby realizing the assembly of the right side plate;

[0026] After the above components are assembled, the temporary drainage ditch is laid;

[0027] After use, the anchor rods and the above-mentioned components are removed and stacked for storage for multiple uses, thus achieving efficient turnover of the temporary drainage ditch.

[0028] Beneficial effects of the present invention:

[0029] 1. The present invention adopts fiber-reinforced cement-based materials such as steel fiber concrete and ultra-high performance concrete to solve the problems of low tensile strength and brittle cracking of traditional mortar and concrete, reduce the loss of various components of high-turnover temporary drainage ditches during use, stacking and transportation, and achieve efficient turnover of temporary drainage ditches.

[0030] 2. The present invention avoids leakage problems at the assembly positions by laying connecting water stop strips at the joints of the bottom plate and the side plates and anchoring them with anchor rods, reduces the risk of accidents such as slope collapse, and improves the sealing performance of the temporary drainage ditch.

[0031] 3. The present invention adopts connecting water stop strips and anchor rods to replace the grouting process of the traditional prefabricated block drainage ditch after assembly, which simplifies the construction process, improves the quality of the project, reduces the environmental pollution caused by the construction, and improves the construction efficiency.

[0032] 4. The present invention reduces resource waste and environmental pollution by adopting reusable materials and simplifying construction processes, meeting the requirements of green construction; through high turnover and low loss design, it reduces construction costs and improves economic and social benefits. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for describing the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative labor. Among them:

[0034] Figure 1 It is a schematic diagram of the overall structure of the present invention.

[0035] Figure 2 It is a schematic diagram of the specific structure of the base plate of the present invention.

[0036] Figure 3 It is a schematic diagram of the specific structure of the left side panel of the present invention.

[0037] Figure 4 It is a schematic diagram of the specific structure of the right side plate of the present invention.

[0038] Figure 5 It is a schematic diagram of the specific structure of the bottom plate connected to the water stop strip of the present invention.

[0039] Figure 6 It is a schematic diagram of the specific structure of the bottom and side plates connecting the water stop strips of the present invention.

[0040] Figure 7 It is a schematic diagram of the specific structure of the side panel connected to the water stop strip of the present invention.

[0041] Figure 8 It is a schematic diagram of the specific structure of the anchor rod of the present invention.

[0042] In the figure: 100, bottom plate; 101, bottom plate active connection plate; 102, bottom plate passive connection plate;

[0043] 200, left side plate; 201, left side passive connection plate; 202, left side active connection plate;

[0044] 300, right side plate; 301, right side passive connection plate; 302, right side active connection plate;

[0045] 400, bottom plate connected with water stop strip;

[0046] 500, bottom side plate connected with water stop strip;

[0047] 600, side plate connection water stop strip;

[0048] 700, anchor rod; 701, anchor head; 702, anchor bolt; 703, protruding rib. DETAILED DESCRIPTION

[0049] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the specific implementation methods of the present invention are described in detail below in conjunction with the accompanying drawings.

[0050] In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein, and those skilled in the art may make similar generalizations without violating the connotation of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

[0051] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The term "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor does it refer to a separate or selective embodiment that is mutually exclusive with other embodiments.

[0052] Secondly, the present invention is described in detail with reference to the schematic diagram. When describing the embodiments of the present invention in detail, for the sake of convenience, the cross-sectional diagrams showing the device structure will not be partially enlarged according to the general scale, and the schematic diagrams are only examples, which should not limit the scope of protection of the present invention. In addition, in actual production, the three-dimensional dimensions of length, width and depth should be included.

[0053] Reference Figures 1 to 8 , as an embodiment of the present invention, provides a high-turnover temporary drainage ditch, whose structure includes a bottom plate 100 with connecting plates on four sides, a left side plate 200 with connecting plates on three sides, a right side plate 300 with connecting plates on three sides, a bottom plate connecting waterstop strip 400 with a circular hole in the middle, a bottom side plate connecting waterstop strip 500 with a circular hole in the middle, a side plate connecting waterstop strip 600 with a circular hole in the middle, and an anchor rod 700 with a protruding rib 703 at the lower end.

[0054] Specifically, a bottom plate active connection plate 101 is arranged at the front end of the bottom plate 100, which is used to connect the adjacent bottom plates 100; bottom plate passive connection plates 102 are arranged at the rear end, left end and right end of the bottom plate 100, which are respectively used to connect the adjacent bottom plates 100, the left side plate 200 or the right side plate 300. The left side plate 200 has a left passive connection plate 201 arranged at the front end, and a left active connection plate 202 arranged at the rear end and the right end. The right side plate 300 has a right passive connection plate 301 arranged at the front end, and a right active connection plate 302 arranged at the rear end and the left end.

[0055] The anchor rod 700 includes an anchor head 701 and an anchor bolt 702. The anchor head 701 is arranged at the top of the anchor bolt 702 and is fixedly connected to the anchor bolt 702. A protruding rib 703 is arranged on the circumferential side wall of the anchor bolt 702 to enhance the anchoring effect between the anchor rod and the connecting hole. A circular connecting hole is provided in the middle of each set of water stop strips (including the bottom plate connecting water stop strip 400, the bottom side plate connecting water stop strip 500, and the side plate connecting water stop strip 600) and the connecting plate (including the bottom plate active connecting plate 101, the bottom plate passive connecting plate 102, the left active connecting plate 202, the left passive connecting plate 201, the right active connecting plate 302, and the right passive connecting plate 301). These circular connecting holes are adapted to the structure of the anchor rod 700. Through the coordinated use between the anchor rod 700 and the circular connecting holes connected up and down, the anchoring of the adjacent bottom plate 100, the adjacent left side plate 200 or the adjacent right side plate 300 is achieved.

[0056] During assembly, the adjacent bottom plates 100 are connected through the bottom plate active connection plate 101 and the bottom plate passive connection plate 102, and the bottom plate connection water stop strip 400 is laid between the two, and the circular connection holes are ensured to be located at the same position, and anchored by the anchor rod 700. The bottom plate 100 and the left side plate 200 are connected through the bottom plate passive connection plate 102 at the left end of the bottom plate 100 and the left active connection plate 202 at the right end of the left side plate 200, and the bottom side plate connection water stop strip 500 is laid between the two, and also anchored by the anchor rod 700. The connection method of the bottom plate 100 and the right side plate 300 is similar to the connection method of the bottom plate 100 and the left side plate 200, and is also connected and anchored by the bottom side plate connection water stop strip 500 and the anchor rod 700.

[0057] In addition, the adjacent left panels 200 or the adjacent right panels 300 are connected by the side panel connection water stop strip 600 and the anchor rod 700. Specifically, the left panel 200 is connected by the left passive connection plate 201 at the front end of the adjacent left panel 200 and the left active connection plate 202 at the rear end of the left panel 200, and the side panel connection water stop strip 600 is laid between the two and anchored by the anchor rod 700. The connection method of the right panel 300 is similar.

[0058] The bottom plate 100, the left side plate 200 and the right side plate 300 of the present invention are all made of fiber-reinforced cement-based materials such as steel fiber concrete and ultra-high performance concrete. These materials solve the problems of low tensile strength and brittle cracking of traditional mortar and concrete, and reduce the loss of various components of high-turnover temporary drainage ditches during use, stacking and transportation. The bottom plate connecting water stop strip 400, the bottom side plate connecting water stop strip 500, and the side plate connecting water stop strip 600 are all made of high-elastic rubber to ensure good sealing performance. The anchor rod 700 is made of ribbed steel bars, etc., which enhances the anchoring effect. When anchoring, the anchor rod 700 passes through the corresponding circular connecting hole and is directly inserted into the groove wall used for laying the temporary drainage ditch, thereby realizing the assembly and fixation of the temporary drainage ditch.

[0059] By adopting the above structure and materials, the present invention realizes efficient turnover of temporary drainage ditch. After use, the above components can be dismantled and stacked for storage, and the bottom plate 100, the left side plate 200, the right side plate 300, the bottom plate connecting water stop strip 400, the bottom side plate connecting water stop strip 500, the side plate connecting water stop strip 600 and the anchor rod 700 can be used multiple times.

[0060] The present invention also provides a method for implementing the high-turnover temporary drainage ditch described above, which is characterized by comprising the following specific steps:

[0061] Step 1: Trench excavation and foundation treatment;

[0062] Dig temporary drainage ditch trenches, trim the slope and ditch bottom, and ensure that the trench dimensions meet the design requirements.

[0063] If necessary, lay a cushion layer at the bottom of the ditch to enhance the bearing capacity of the foundation and ensure the stability of the drainage ditch.

[0064] Step 2: Laying the first base plate 100 and installing the water stop strip;

[0065] Lay the first bottom plate 100, and lay the bottom side plate connection water stop strip 500 on the bottom plate passive connection plate 102 at the left end and the bottom plate passive connection plate 102 at the right end respectively;

[0066] Ensure that the circular connection holes of the bottom plate active connection plate 101 and the bottom plate passive connection plate 102 of the bottom plate 100 are aligned to prepare for the subsequent installation of the anchor rod 700.

[0067] Step 3: Installing and anchoring the first left side plate 200;

[0068] The first left side plate 200 is laid, and the left active connecting plate 202 at the right end thereof is aligned with the bottom plate passive connecting plate 102 at the left end of the first bottom plate 100 , and the two are connected and anchored by the anchor rod 700 .

[0069] A side plate connecting water stop strip 600 is laid on the left passive connecting plate 201 at the front end of the first left side plate 200 to prepare for the subsequent connection of the second left side plate 200.

[0070] Step 4: Installing and anchoring the first right side plate 300;

[0071] The first right side plate 300 is laid, and the right active connecting plate 302 at the left end thereof is aligned with the passive connecting plate 102 at the right end of the first bottom plate 100 , and the two are connected and anchored by the anchor rod 700 .

[0072] A side plate connection water stop strip 600 is laid on the right passive connection plate 301 at the front end of the first right side plate 300 to prepare for the subsequent connection of the second right side plate 300 .

[0073] Step 5: Laying and connecting the second base plate 100;

[0074] Lay the second bottom plate 100, lay the bottom plate connection water stop strip 400 on the bottom plate passive connection plate 102 at the rear end thereof, align the bottom plate active connection plate 101 at the front end of the first bottom plate 100 with the bottom plate passive connection plate 102 at the rear end of the second bottom plate 100, and connect and anchor them through the anchor rod 700;

[0075] Bottom side plate connecting water stop strips 500 are laid on the bottom plate passive connecting plate 102 at the left end and the bottom plate passive connecting plate 102 at the right end of the second bottom plate 100 , respectively.

[0076] Step 6: Install and anchor the second left side plate 200;

[0077] Lay the second left side plate 200, align the left active connecting plate 202 at the right end thereof with the bottom plate passive connecting plate 102 at the left end of the second bottom plate 100, and connect and anchor the two by means of anchor rods 700;

[0078] Align the passive connecting plate 201 at the front end of the first left side plate 200 with the active connecting plate 202 at the rear end of the second left side plate 200, and connect and anchor them through the anchor rod 700;

[0079] A side plate connecting water stop strip 600 is laid on the left passive connecting plate 201 at the front end of the second left side plate 200 .

[0080] Step 7: Install and anchor the second right side plate 300;

[0081] Lay the second right side plate 300, align the right active connecting plate 302 at the left end thereof with the bottom plate passive connecting plate 102 at the right end of the second bottom plate 100, and connect and anchor the two by the anchor rod 700;

[0082] Align the right passive connecting plate 301 at the front end of the first right side plate 300 with the right active connecting plate 302 at the rear end of the second right side plate 300, and connect and anchor them through the anchor rod 700;

[0083] A side plate connecting water stop strip 600 is laid on the right passive connecting plate 301 at the front end of the second right side plate 300 .

[0084] Step 8: Repeat the construction until completed;

[0085] Repeat steps 5 to 7 to sequentially lay the subsequent bottom plate 100, the left side plate 200 and the right side plate 300 until the designed length is reached, thus completing the installation of the temporary drainage ditch;

[0086] Each base plate 100, left side plate 200 and right side plate 300 is connected and anchored by corresponding water stop strips and anchor rods 700 to ensure the sealing and stability of the overall structure.

[0087] Step 9: Dismantling and preservation;

[0088] After use, the anchor rod 700 and the components (the bottom plate 100, the left side plate 200 and the right side plate 300, the water stop strip) are removed in the reverse order of installation.

[0089] Clean up the dismantled parts, stack them by category and store them so that they can be reused many times, thus achieving high turnover of temporary drainage ditches.

[0090] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, those skilled in the art should understand that the technical solutions of the present invention may be modified or replaced by equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should all be included in the scope of the claims of the present invention.

Claims

1. A high turnover temporary drainage ditch, characterized by: include, A bottom plate (100) with connecting plates on four sides, a left side plate (200) with connecting plates on three sides, a right side plate (300) with connecting plates on three sides, a bottom plate with a circular hole in the middle connected to a water stop strip (400), a bottom side plate with a circular hole in the middle connected to a water stop strip (500), a side plate with a circular hole in the middle connected to a water stop strip (600), and an anchor rod (700) with a protruding rib (703) at the lower end; During assembly, adjacent bottom plates (100) are connected via bottom plate connecting water stop strips (400) and anchor rods (700); the bottom plate (100) and the left side plate (200) and the right side plate (300) are connected via bottom side plate connecting water stop strips (500) and anchor rods (700); adjacent left side plates (200) or adjacent right side plates (300) are connected via side plate connecting water stop strips (600) and anchor rods (700), thereby realizing the assembly of the temporary drainage ditch. After use, the above-mentioned components are dismantled and stacked for storage for multiple uses, thereby achieving the purpose of efficient turnover of the temporary drainage ditch.

2. The high turnover temporary drainage ditch according to claim 1, characterized in that: The front end of the base plate (100) is provided with a base plate active connection plate (101) for connecting adjacent base plates (100); the rear end, left end and right end of the base plate (100) are provided with base plate passive connection plates (102) for connecting adjacent base plates (100), left side plates (200) or right side plates (300), respectively; and the middle parts of the base plate active connection plate (101) and the base plate passive connection plate (102) are provided with circular connection holes for installing anchor rods (700).

3. The high turnover temporary drainage ditch as claimed in claim 2, characterized in that: A left passive connecting plate (201) is arranged at the front end of the left side plate (200), and a left active connecting plate (202) is arranged at the rear end and the right end of the left side plate (200). The middle parts of the left active connecting plate (202) and the left passive connecting plate (201) are both provided with circular connecting holes for installing the anchor rod (700).

4. The high turnover temporary drainage ditch as claimed in claim 3, characterized in that: A right passive connecting plate (301) is arranged at the front end of the right side plate (300), and a right active connecting plate (302) is arranged at the rear end and left end of the left side plate (200). The middle parts of the right passive connecting plate (301) and the right active connecting plate (302) are both provided with circular connecting holes for installing anchor rods (700).

5. The high turnover temporary drainage ditch according to claim 4, characterized in that: A circular connection hole is provided in the middle of each set of water stop strips and connecting plates, and the circular connection hole is adapted to the structure of the anchor rod (700). By using the anchor rod (700) in coordination with the circular connection holes connected up and down, the purpose of anchoring the adjacent bottom plate (100) or the adjacent left side plate (200) or the adjacent right side plate (300) is achieved.

6. The high turnover temporary drainage ditch according to claim 5, characterized in that: The anchor rod (700) comprises an anchor head (701) and an anchor bolt (702). The anchor head (701) is arranged at the top end of the anchor bolt (702) and is fixedly connected to the anchor bolt (702). A protruding rib (703) is arranged on the circumferential side wall of the anchor bolt (702).

7. The high turnover temporary drainage ditch according to claim 6, characterized in that: The bottom plate (100) is connected via a bottom plate active connection plate (101) at the front end of the adjacent bottom plate (100) and a bottom plate passive connection plate (102) at the rear end of the bottom plate (100), a bottom plate connection water stop strip (400) is laid between the two, and the bottom plate active connection plate (101) at the front end of the bottom plate (100), the bottom plate passive connection plate (102) at the rear end of the bottom plate (100) and the circular connection holes of the bottom plate connection water stop strip (400) are arranged at the same position and are anchored by anchor rods (700); The bottom plate (100) and the left side plate (200) are connected via a bottom plate passive connection plate (102) at the left end of the bottom plate (100) and a left active connection plate (202) at the right end of the left side plate (200), a bottom side plate connection water stop strip (500) is laid between the two, and the circular connection holes of the bottom plate passive connection plate (102) at the left end of the bottom plate (100), the left active connection plate (202) at the right end of the left side plate (200) and the bottom side plate connection water stop strip (500) are arranged at the same position and are anchored by anchor rods (700); The bottom plate (100) and the right side plate (300) are connected via a bottom plate passive connection plate (102) at the right end of the bottom plate (100) and a right side active connection plate (302) at the left end of the right side plate (300), and a bottom side plate connection water stop strip (500) is laid between the two. The bottom plate passive connection plate (102) at the right end of the bottom plate (100), the right side active connection plate (302) at the left end of the right side plate (300), and the circular connection holes of the bottom side plate connection water stop strip (500) are arranged at the same position and are anchored by anchor rods (700); The left side plate (200) is connected to the left side plate (201) at the front end of the adjacent left side plate (200) and the left side plate (202) at the rear end of the left side plate (200), and a side plate connecting water stop strip (600) is laid between the two. The circular connecting holes of the left side plate (201) at the front end of the left side plate (200), the left side plate (202) at the rear end of the left side plate (200) and the side plate connecting water stop strip (600) are arranged at the same position and are anchored by anchor rods (700); The right side plate (300) is connected via a right passive connecting plate (301) at the front end of the adjacent right side plate (300) and a right active connecting plate (302) at the rear end of the right side plate (300), and a side plate connecting water stop strip (600) is laid between the two. The right passive connecting plate (301) at the front end of the right side plate (300), the right active connecting plate (302) at the rear end of the right side plate (300), and the circular connecting holes of the side plate connecting water stop strip (600) are arranged at the same position and are anchored by an anchor rod (700).

8. The high turnover temporary drainage ditch according to claim 7, characterized in that: The bottom plate (100), the left side plate (200) and the right side plate (300) are all made of fiber-reinforced cement-based materials including steel fiber concrete and ultra-high performance concrete; the bottom plate connecting water stop strip (400), the bottom side plate connecting water stop strip (500) and the side plate connecting water stop strip (600) are all made of high-elastic rubber; and the anchor rod (700) is made of ribbed steel bars.

9. A method for implementing a high-turnover temporary drainage ditch as claimed in any one of claims 1 to 8, characterized in that: The specific steps include: A bottom plate connection water stop strip (400) is laid between a bottom plate active connection plate (101) at the front end of the adjacent bottom plates (100) and a bottom plate passive connection plate (102) at the rear end of the bottom plates (100), and the interconnected circular connection holes are connected and anchored by anchor rods (700), thereby realizing assembly of the bottom plates (100); A bottom plate and side plate connecting water stop strip (500) is laid between the bottom plate passive connecting plate (102) at the left end of the bottom plate (100) and the left active connecting plate (202) at the right end of the left side plate (200), and the circular connecting holes that are interconnected are connected and anchored by anchor rods (700), thereby realizing the assembly of the bottom plate (100) and the left side plate (200); A bottom-side plate connecting water stop strip (500) is laid between the bottom plate passive connecting plate (102) at the right end of the bottom plate (100) and the right active connecting plate (302) at the left end of the right side plate (300), and the circular connecting holes that are interconnected are connected and anchored by anchor rods (700), thereby realizing the assembly of the bottom plate (100) and the right side plate (300); A side plate connection water stop strip (600) is laid between a left passive connection plate (201) at the front end of an adjacent left side plate (200) and a left active connection plate (202) at the rear end of the left side plate (200), and the circular connection holes that are interconnected are connected and anchored by anchor rods (700), thereby realizing the assembly of the left side plate (200); A side plate connection water stop strip (600) is laid between a right passive connection plate (301) at the front end of the adjacent right side plate (300) and a right active connection plate (302) at the rear end of the right side plate (300), and the circular connection holes that are interconnected are connected and anchored by anchor rods (700), thereby realizing the assembly of the right side plate (300); After the above components are assembled, the temporary drainage ditch is laid; After use, the anchor rod (700) and the above-mentioned components are removed and stacked for storage for multiple uses, thereby achieving efficient turnover of the temporary drainage ditch.