A kind of landscape cover structure for inspection well

Abstract

The present application discloses a landscape cover structure for a manhole, which relates to the field of landscape covers and includes an existing structure, wherein a cover shielding structure is arranged on the top of the existing structure, and an anti-falling structure is arranged inside the existing structure. Through the above-mentioned structural arrangement, the landscape cover structure for the manhole can realize the use of a paved surface layer to cover the top of the manhole cover and the coordinated support of triangular stiffening ribs and stiffening ribs, thereby completing the shielding of the manhole cover, thereby improving the compressive strength of the manhole cover while also having a beautiful effect on the overall road surface, thereby improving the overall beauty of the road and improving the overall image of the city.

Description

Technical Field

[0001] The present application relates to the field of landscape cover plates, and in particular to a landscape cover plate structure for a manhole. Background Art

[0002] The manhole landscape cover is a structure used to cover underground manholes, which is both beautiful and practical.

[0003] At present, when the inspection wells are actually used, the manhole covers are directly exposed to the road surface, which appears too abrupt on the road and cannot be integrated with the surrounding environment. In addition, when there are quality problems with the manhole covers, pedestrians may accidentally step on them and fall into the well, causing personal safety accidents. Both safety and aesthetics are insufficient. Utility Model Content

[0004] In order to improve the lack of safety and aesthetics, the present application provides a landscape cover structure for a manhole.

[0005] The present application provides a manhole landscape cover structure that adopts the following technical solutions:

[0006] A manhole landscape cover structure, comprising an existing structure, a cover shielding structure is arranged on the top of the existing structure, and an anti-falling structure is arranged inside the existing structure;

[0007] The cover plate shielding structure comprises a manhole cover, a stainless steel cover plate is fixedly connected to the top of the manhole cover, triangular stiffening ribs are fixedly connected to both sides of the top of the stainless steel cover plate, and stiffening ribs are fixedly connected to the top of the stainless steel cover plate;

[0008] The anti-falling structure comprises a circular plate, a side of the circular plate away from the threaded rod is fixedly connected with a hook, and a middle section of the hook is detachably connected with an anti-falling net.

[0009] By adopting the above technical solution, the cover shielding structure can shield the inspection well hole beautifully, thereby improving the overall aesthetics.

[0010] Preferably, the cover plate shielding structure further comprises a concrete structure fixedly connected to the top of the existing structure, and the top of the concrete structure is fixedly connected to a paving surface layer.

[0011] By adopting the above technical solution, the entire structure can be leveled through the paving surface, making it more integrated with the surrounding environment and avoiding being abrupt.

[0012] Preferably, a stainless steel well frame is fixedly connected to the inner wall of the middle portion of the paving surface layer, and the middle portion of the side wall of the stainless steel well frame is fixedly connected to the inner wall of the concrete structure.

[0013] By adopting the above technical solution, the connection between the paving surface and the stainless steel well frame is made tighter, making the overall structure more stable.

[0014] Preferably, the lower end of the side wall of the stainless steel well frame is fixedly connected with an anchor bar, and the anchor bar is plugged into the concrete structure.

[0015] By adopting the above technical solution, the anchor bars can support the stainless steel well frame, thereby making the overall load-bearing capacity stronger.

[0016] Preferably, a circular groove is provided at the bottom of the inner wall of the concrete structure, and a circular through groove is provided at the bottom of the circular groove.

[0017] By adopting the above technical solution, the structural diversity of the concrete structure is improved through the circular grooves and the circular through grooves, which facilitates the coordinated assembly of multiple parts.

[0018] Preferably, the circular through groove is connected to the inside of the existing structure, the side wall of the circular through groove is clamped with a plug-in ring, the top of the plug-in ring is fixedly connected to the manhole cover, and the side wall of the manhole cover is clamped with the circular groove.

[0019] By adopting the above technical solution, the manhole cover is limited by the circular groove, and the plug-in ring is limited by the circular through groove.

[0020] Preferably, a stone-specific adhesive layer is fixedly connected to the top of the stiffening rib, the side wall of the stone-specific adhesive layer is fitted with the inner wall of the triangular stiffening rib, the top of the stone-specific adhesive layer is fixedly connected to the paving surface layer, and the side wall of the paving surface layer at the top of the stone-specific adhesive layer is in contact with the upper end of the inner wall of the triangular stiffening rib.

[0021] By adopting the above technical solution, the bottom of the paving surface layer is protected by the stone-specific adhesive layer, and the lateral force of the stainless steel cover plate is increased by the stiffening ribs.

[0022] Preferably, the anti-fall structure further comprises a threaded rod threadedly connected to the inner wall of the existing structure, and one end of the threaded rod away from the existing structure is fixedly connected to the circular plate.

[0023] By adopting the above technical solution, the anti-fall structure is connected to the inner wall of the existing structure, thereby improving the stability of the overall structure.

[0024] In summary, the present application includes at least one of the following beneficial technical effects:

[0025] 1. The top of the manhole cover is covered by the paving surface layer, and the triangular stiffeners and stiffeners are used to support the manhole cover, thereby improving the compressive strength of the manhole cover and also having a beautiful effect on the overall road surface, improving the overall beauty of the road and the overall image of the city;

[0026] 2. With the help of the detachable connection between the anti-fall net and the hook, pedestrians are prevented from accidentally falling into the well during use, thereby causing safety accidents, and the construction safety of maintenance personnel is also improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 This is the overall display diagram of the landscape cover structure of the inspection well in this application;

[0028] Figure 2 This is the overall side section display diagram of the landscape cover structure of the inspection well in this application;

[0029] Figure 3 For this application, the landscape cover structure of the inspection well Figure 2 Enlarged view of point A in the middle;

[0030] Figure 4 This is the exploded diagram of the landscape cover structure of the inspection well for this application;

[0031] Figure 5 This is the side section explosion diagram of the cover shielding structure of the inspection well landscape cover structure for this application.

[0032] Reference numerals: 1. existing structure;

[0033] 2. Cover plate shielding structure; 21. Concrete structure; 22. Paving surface layer; 23. Stainless steel manhole frame; 24. Anchor bar; 25. Circular groove; 26. Circular through groove; 27. Insert ring; 28. Manhole cover; 29. ​​Stainless steel cover plate; 210. Triangular stiffener; 211. Stiffener; 212. Special glue layer for stone;

[0034] 3. Anti-fall structure; 31. Threaded rod; 32. Round plate; 33. Hook; 34. Anti-fall net. DETAILED DESCRIPTION

[0035] The following is combined with Figure 1-5 This application is described in further detail.

[0036] An embodiment of the present application discloses a landscape cover structure for a manhole.

[0037] Example 1

[0038] Reference Figure 1A maintenance well landscape cover structure includes an existing structure 1, a circular well hole is opened at the center of the top of the existing structure 1, a cover shielding structure 2 is arranged on the top of the existing structure 1, and an anti-falling structure 3 is arranged inside the existing structure 1.

[0039] Through the above arrangement, the staff has opened a well hole on the top of the existing structure 1 in advance.

[0040] Reference Figure 2 , 3. The cover shielding structure 2 includes a manhole cover 28. The top of the manhole cover 28 is fixed to the bottom of the stainless steel cover 29 by welding. The top and sides of the stainless steel cover 29 are fixed to the bottom of the triangular stiffening rib 210 by welding, so as to facilitate load-bearing. The top of the stainless steel cover 29 is fixedly connected to the bottom of the stiffening rib 211 by welding. The cover shielding structure 2 also includes a concrete structure 21 fixedly connected to the top of the existing structure 1. The top of the concrete structure 21 is fixed to the bottom of the paving surface layer 22, so that the connection is more stable. The paving surface layer 22 A square through groove is opened in the middle of the concrete structure 21, and the inner wall of the square through groove in the middle of the paving surface layer 22 is fixedly connected to the upper end of the outer wall of the stainless steel well frame 23 by adhesive or welding. A square groove is opened in the middle of the concrete structure 21, and the square groove opened in the middle of the concrete structure 21 is matched with the square groove opened in the middle of the paving surface layer 22, so as to facilitate the assembly and connection of the structure. The middle part of the outer wall of the stainless steel well frame 23 is fixedly connected to the upper end of the square groove opened in the middle of the concrete structure 21, and the lower end of the outer wall of the stainless steel well frame 23 is fixedly connected to one end of the anchor bar 24 close to the stainless steel well frame 23.

[0041] The anchor bar 24 is embedded in the concrete structure 21 before the concrete structure 21 is poured and solidified to achieve plugging with the concrete structure 21, so as to fix and limit the concrete structure 21. A circular groove 25 is provided at the bottom of the square groove in the middle of the concrete structure 21. A circular through groove 26 is provided at the bottom of the circular groove 25. The bottom of the circular through groove 26 is connected with the circular well hole provided in the center of the existing structure 1, so as to facilitate the use of the well hole. The side wall of the circular through groove 26 is fitted with the outer wall of the plug-in ring 27, so as to achieve the side of the circular through groove 26. The wall is clamped with the plug-in ring 27, the top of the plug-in ring 27 is fixedly connected with the bottom of the manhole cover 28, the side wall of the manhole cover 28 is fitted with the inner wall of the circular groove 25, so as to realize the clamping of the manhole cover 28 and the circular groove 25, the top of the stiffening rib 211 is fixedly connected with the bottom of the special stone adhesive layer 212, the side wall of the special stone adhesive layer 212 is fitted with the inner wall of the triangular stiffening rib 210, the top of the special stone adhesive layer 212 is fixed with the bottom of the paving surface layer 22, and the side wall of the paving surface layer 22 at the top of the special stone adhesive layer 212 is in contact with the upper end of the inner wall of the triangular stiffening rib 210.

[0042] Through the above arrangement, the staff first inserts the plug-in ring 27 into the circular groove 25, drives the manhole cover 28 to be inserted into the circular groove 25, and then fixes the bottom of the stainless steel cover plate 29 to the top of the manhole cover 28, and then welds the bottom of the stiffening rib 211 to the top of the stainless steel cover plate 29, and then welds the bottom of the triangular stiffening rib 210 to the top of the stainless steel cover plate 29, and then the staff pours concrete in the gap between the stiffening rib 211 and the triangular stiffening rib 210, and after the concrete solidifies, lays the stone-specific adhesive layer 212 on the top of the stiffening rib 211, and then lays the stone-specific adhesive layer 212 on the top of the stone-specific adhesive layer 212, thereby completing the top shielding work.

[0043] Reference Figure 4 , 5. The anti-fall structure 3 includes a circular plate 32, and the side of the circular plate 32 away from the threaded rod 31 is fixedly connected to the hook 33 by welding or bolting. The middle section of the hook 33 is detachably connected with an anti-fall net 34, and a mesh hole is opened on the surface of the anti-fall net 34. The anti-fall structure 3 also includes a threaded rod 31 threadedly connected to the inner wall of the circular well hole opened in the top center of the existing structure 1, and the end of the threaded rod 31 away from the existing structure 1 is fixed to the side of the circular plate 32 close to the threaded rod 31 by welding.

[0044] Through the above arrangement, the staff threadedly connects the threaded rod 31 to the existing structure 1, and then hangs the edges of the anti-fall net 34 on the middle of the hook 33, and pulls the anti-fall net 34 from four directions at the same time to horizontally open the anti-fall net 34, so that the anti-fall net 34 is suspended horizontally, thereby completing the laying of the anti-fall net.

[0045] The implementation principle of a maintenance well landscape cover structure in an embodiment of the present application is: through the fixed connection between the stainless steel cover plate 29 and the stiffening rib 211, and then through the laying of the special stone adhesive layer 212 and the paving surface layer 22, the top shielding process is completed, and then the anti-falling process is completed through the detachable connection between the anti-falling net 34 and the hook 33.

[0046] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A manhole landscape cover structure, comprising an existing structure (1), characterized in that: The top of the existing structure (1) is provided with a cover plate shielding structure (2), and the interior of the existing structure (1) is provided with an anti-falling structure (3); The cover plate shielding structure (2) comprises a manhole cover (28), the top of the manhole cover (28) is fixedly connected to a stainless steel cover plate (29), both sides of the top of the stainless steel cover plate (29) are fixedly connected to triangular stiffening ribs (210), and the top of the stainless steel cover plate (29) is fixedly connected to a stiffening rib (211); The anti-fall structure (3) comprises a circular plate (32), a hook (33) being fixedly connected to one side of the circular plate (32) away from the threaded rod (31), and an anti-fall net (34) being detachably connected to the middle section of the hook (33).

2. The landscape cover structure of a manhole according to claim 1, characterized in that: The cover plate shielding structure (2) also includes a concrete structure (21) fixedly connected to the top of the existing structure (1), and a paving surface layer (22) is fixedly connected to the top of the concrete structure (21).

3. The landscape cover structure of a manhole according to claim 2, characterized in that: A stainless steel well frame (23) is fixedly connected to the inner wall of the middle portion of the paving surface layer (22), and the middle portion of the side wall of the stainless steel well frame (23) is fixedly connected to the inner wall of the concrete structure (21).

4. The landscape cover structure of a manhole according to claim 3 is characterized in that: Anchor bars (24) are fixedly connected to the lower end of the side wall of the stainless steel well frame (23), and the anchor bars (24) are plugged into the concrete structure (21).

5. The landscape cover structure of a manhole according to claim 2, characterized in that: A circular groove (25) is provided at the bottom of the inner wall of the concrete structure (21), and a circular through groove (26) is provided at the bottom of the circular groove (25).

6. The landscape cover structure of a manhole according to claim 5, characterized in that: The circular through groove (26) is connected to the inside of the existing structure (1); a plug-in ring (27) is clamped on the side wall of the circular through groove (26); the top of the plug-in ring (27) is fixedly connected to the manhole cover (28); and the side wall of the manhole cover (28) is clamped with the circular groove (25).

7. The landscape cover structure of a manhole according to claim 1, characterized in that: The top of the reinforcing rib (211) is fixedly connected with a stone-specific adhesive layer (212), the side wall of the stone-specific adhesive layer (212) is in contact with the inner wall of the triangular reinforcing rib (210), the top of the stone-specific adhesive layer (212) is fixedly connected to the paving surface layer (22), and the side wall of the paving surface layer (22) at the top of the stone-specific adhesive layer (212) is in contact with the upper end of the inner wall of the triangular reinforcing rib (210).

8. The landscape cover structure of a manhole according to claim 1, characterized in that: The anti-fall structure (3) further comprises a threaded rod (31) threadedly connected to the inner wall of the existing structure (1); one end of the threaded rod (31) away from the existing structure (1) is fixedly connected to the circular plate (32).

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