Anti-settling well lid

Abstract

The utility model discloses an anti-sedimentation well lid which is used for covering a shaft to seal the shaft, the shaft is pre-buried in a road, and the anti-sedimentation well lid comprises a road foundation, a base foundation, a well lid base, a well lid body and an anti-falling assembly. The base foundation is arranged on a road foundation and arranged on the peripheral side of the shaft in a sleeving mode. The well lid base is arranged on the base foundation and provided with an opening corresponding to the well lid in size. The well lid is arranged on the well lid base and used for covering the opening; the anti-falling assembly is connected to the inner side wall of the opening. A first preset gap is formed between the base foundation and the peripheral side of the shaft, and a second preset gap is formed between the well lid base and the top end of the shaft. The well lid provided by the utility model is not easy to settle, and the crack resistance of a road is better.

Description

Technical Field

[0001] The utility model relates to the technical field of road manhole cover construction, in particular to an anti-sinking manhole cover. Background Art

[0002] With the development of society, the traffic volume and heavy-loaded vehicles are increasing. The existing manhole covers can no longer meet the use requirements under the impact of repeated loads. The main reason for this problem is that the shaft and the roadbed are independent of each other, and the shaft wall thickness is not enough. The shaft is directly subjected to most of the upper loads, and the shaft is seriously damaged. Under the action of vehicle loads, the shaft moves, causing the manhole cover to sink and the roadbed around the road to crack. It poses a threat to the safety of driving and pedestrians, and greatly reduces the service life of the manhole cover and the road. Utility Model Content

[0003] In order to solve the above problems, the utility model provides an anti-subsidence manhole cover, which is used to cover the wellbore to close the wellbore, and the wellbore is pre-buried in the road, including a road foundation, a base foundation, a manhole cover base, a manhole cover and an anti-falling assembly; the base foundation is arranged on the road foundation and is sleeved on the outer peripheral side of the wellbore; the manhole cover base is arranged on the base foundation and has an opening corresponding to the size of the manhole cover; the manhole cover is arranged on the manhole cover base for covering the opening; the anti-falling assembly is connected to the inner side wall of the opening; wherein, there is a first preset gap between the base foundation and the outer peripheral side of the wellbore, and there is a second preset gap between the manhole cover base and the top of the wellbore.

[0004] Furthermore, the first preset gap is filled with elastic filler.

[0005] Furthermore, the elastic filler is a polyethylene low-foam filling board.

[0006] Furthermore, the base foundation is a prefabricated concrete body, and a plurality of lifting rings are provided on the base foundation.

[0007] Furthermore, the manhole cover base includes a concrete layer and a steel bar layer arranged in the concrete layer.

[0008] Furthermore, the steel bar layer includes a plurality of longitudinal steel bars, a plurality of transverse steel bars and a plurality of oblique steel bars, the longitudinal steel bars are vertically arranged to the transverse steel bars, and the plurality of oblique steel bars connect the transverse steel bars and the longitudinal steel bars.

[0009] Furthermore, an asphalt layer is provided on the manhole cover base.

[0010] Furthermore, the surface of the asphalt layer is flush with the surface of the manhole cover.

[0011] Furthermore, the anti-falling assembly includes a cover plate and a support member, the support member is connected to the inner side wall of the opening, and the cover plate is arranged on the support member.

[0012] Furthermore, the cover plate is provided with a plurality of through holes.

[0013] The beneficial effects of the utility model are:

[0014] In the utility model, the manhole cover is placed on the manhole cover base and the base foundation, the wellbore is separated from the base foundation and the manhole cover base, and the base foundation is placed on the road surface foundation. When the manhole cover is subjected to external loads, the manhole cover base and the base foundation disperse the external loads to the road surface foundation, protect the periphery and the inner side of the manhole cover, and prevent the manhole cover from being subjected to direct pressure from the upper load on the wellbore itself. Compared with the traditional manhole cover construction method, the manhole cover is not easy to sink, the manhole cover and the road are more durable, and the road surface has better crack resistance. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the technical solutions in the embodiments of the present utility model, the following briefly introduces the drawings required for use in the description of the embodiments. Obviously, the drawings described below are only some embodiments of the present utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative work, among which:

[0016] Figure 1 It is a structural schematic diagram of the anti-sinking manhole cover provided by an embodiment of the utility model.

[0017] Figure 2 It is a structural schematic diagram of a manhole cover base provided by an embodiment of the utility model.

[0018] Figure 3 It is a structural schematic diagram of a base foundation provided by an embodiment of the utility model.

[0019] In the figure: 1. shaft; 2. road foundation; 3. base foundation; 4. manhole cover base; 5. manhole cover; 6. anti-fall assembly; 7. elastic filler; 8. asphalt layer; 31. lifting ring; 41. opening; 42. steel bar layer; 421. longitudinal steel bar; 422. transverse steel bar; 423. oblique steel bar; 61. cover plate; 62. support. DETAILED DESCRIPTION

[0020] Specific embodiments of the utility model:

[0021] like Figure 1 , Figure 2 and Figure 3As shown, the utility model proposes an anti-sinking manhole cover, which is used to cover the manhole 1 to close the manhole 1. The manhole 1 is pre-buried in the road, including a road foundation 2, a base foundation 3, a manhole cover base 4, a manhole cover 5 and an anti-falling component 6; the base foundation 3 is arranged on the road foundation 2 and is sleeved on the outer peripheral side of the manhole 1; the manhole cover base 4 is arranged on the base foundation 3 and has an opening 41 corresponding to the size of the manhole cover 5; the manhole cover 5 is arranged on the manhole cover base 4 to cover the opening 41; the anti-falling component 6 is connected to the inner side wall of the opening 41; wherein, there is a first preset gap between the base foundation 3 and the outer peripheral side of the manhole 1, and there is a second preset gap between the manhole cover base 4 and the top of the manhole 1. Specifically, the width of the first preset gap is preferably 3 cm. The width of the second preset gap is preferably 5 cm. The base foundation 3 is isolated from the shaft 1 by a first preset gap to prevent the force on the base foundation 3 from acting on the shaft 1, and the manhole cover base 4 is isolated from the shaft 1 by a second preset gap to prevent the external force on the manhole cover base 4 from acting on the shaft 1. Further, the base foundation 3 can be a prefabricated part or a concrete part cast on site at the construction site. The manhole cover foundation 4 is preferably cast on site. The anti-fall component 6 can prevent the manhole cover 5 from falling into the shaft.

[0022] In one embodiment, the first preset gap is filled with an elastic filler 7 .

[0023] In one embodiment, the elastic filler 7 is a polyethylene low-foam filling board.

[0024] In one embodiment, the base foundation 3 is a prefabricated concrete body, and a plurality of lifting rings 31 are provided on the base foundation 3. The lifting rings 31 can be connected to other lifting equipment to facilitate the transportation and placement of the prefabricated base foundation 3.

[0025] In one embodiment, the manhole cover base 4 includes a concrete layer and a steel bar layer 42 disposed in the concrete layer.

[0026] In one embodiment, the steel bar layer 42 includes a plurality of longitudinal steel bars 421, a plurality of transverse steel bars 422, and a plurality of oblique steel bars 423. The longitudinal steel bars 421 and the transverse steel bars 422 are arranged perpendicularly, and the plurality of oblique steel bars 423 connect the transverse steel bars 422 and the longitudinal steel bars 421. By connecting the longitudinal steel bars and the transverse steel bars with the oblique steel bars, the strength of the structure can be further increased.

[0027] In one embodiment, an asphalt layer 8 is provided on the manhole cover base 4 .

[0028] In one embodiment, the surface of the asphalt layer 8 is flush with the surface of the manhole cover 5, so that the road surface is smooth and convenient for driving.

[0029] In one embodiment, the anti-fall assembly 6 includes a cover plate 61 and a support member 62 . The support member 62 is connected to the inner wall of the opening 41 , and the cover plate 61 is disposed on the support member 62 .

[0030] In one embodiment, the cover plate 61 is provided with a plurality of through holes, which can facilitate water flowing into the manhole cover from the road surface to enter the manhole.

[0031] The above are only preferred embodiments of the present invention, and are not intended to limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. An anti-sinking manhole cover, used to cover a wellbore to close the wellbore, the wellbore is pre-buried in a road, characterized in that: include: Road foundation; A base foundation is arranged on the road foundation and sleeved on the outer peripheral side of the wellbore; A manhole cover base, which is arranged on the base and has an opening corresponding to the size of the manhole cover; A manhole cover, arranged on the manhole cover base, for covering the opening; An anti-fall assembly connected to the inner wall of the opening; Therein, a first preset gap is provided between the base foundation and the outer peripheral side of the shaft, and a second preset gap is provided between the manhole cover base and the top end of the shaft.

2. The anti-sinking manhole cover according to claim 1, characterized in that: The first preset gap is filled with elastic filler.

3. The anti-sinking manhole cover according to claim 2, characterized in that: The elastic filler is a polyethylene low-foaming caulking board.

4. The anti-sinking manhole cover according to claim 1, characterized in that: The base foundation is a prefabricated concrete body, and a plurality of lifting rings are arranged on the base foundation.

5. The anti-sinking manhole cover according to claim 1, characterized in that: The manhole cover base comprises a concrete layer and a steel bar layer arranged in the concrete layer.

6. The anti-sinking manhole cover according to claim 5, characterized in that: The steel bar layer includes a plurality of longitudinal steel bars, a plurality of transverse steel bars and a plurality of oblique steel bars. The longitudinal steel bars are arranged perpendicularly to the transverse steel bars, and a plurality of oblique steel bars connect the transverse steel bars and the longitudinal steel bars.

7. The anti-sinking manhole cover according to claim 1, characterized in that: An asphalt layer is provided on the manhole cover base.

8. The anti-sinking manhole cover according to claim 7, characterized in that: The surface of the asphalt layer is flush with the surface of the manhole cover.

9. The anti-sinking manhole cover according to claim 1, characterized in that: The anti-falling assembly comprises a cover plate and a support member, wherein the support member is connected to the inner side wall of the opening, and the cover plate is arranged on the support member.

10. The anti-sinking manhole cover according to claim 9, characterized in that: The cover plate is provided with a plurality of through holes.

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