CN216141973U

CN216141973U - Box rib type gravity wharf structure

Info

Publication number: CN216141973U
Application number: CN202122010852.7U
Authority: CN
Inventors: 邓蔷
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-08-25
Filing date: 2021-08-25
Publication date: 2022-03-29
Anticipated expiration: 2031-08-25

Abstract

The utility model discloses a box rib type gravity wharf structure in the field of wharf structures, which comprises a bottom plate, wherein a caisson is fixedly connected to the top of the bottom plate, plain concrete is arranged in the caisson, a connecting plate is fixedly connected to one side of the caisson, the bottom of the connecting plate is fixedly connected with the top of the bottom plate, a supporting plate is fixedly connected to the other side of the connecting plate, the bottom of the supporting plate is fixedly connected with the top of the bottom plate, a foundation soil layer is arranged on one side of the bottom plate, a protective cushion layer is arranged on the top of the foundation soil layer, a waterproof layer is arranged on the top of the protective cushion layer and comprises a moisture-proof layer and a water-proof layer, the moisture-proof layer is arranged on one side of the protective cushion layer, a filling layer is arranged on the top of the waterproof layer, and a top layer is arranged on the top of the filling layer. The utility model solves the problems that the existing wharf structure has poor effect of resisting sea waves, the wharf is easy to damage in typhoon weather, and the wharf foundation has poor waterproof effect and is inconvenient for people to use.

Description

Box rib type gravity wharf structure

Technical Field

The utility model relates to the field of wharf structures, in particular to a box rib type gravity wharf structure.

Background

The gravity wharf is one of main structural types of wharf buildings, has good integrity, firm and durable structure, less maintenance amount and stronger adaptability to larger concentrated load, and mainly comprises a block wharf, a caisson wharf, a counterfort wharf and other types of wharfs, wherein the caisson has good structural integrity, the stress of a member is smaller than that of the counterfort structure, and the gravity wharf can well adapt to the condition of large sea side rail load, but has relatively large engineering amount and relatively high manufacturing cost, and is generally suitable for large wharf engineering; the structural integrity of the buttress wharf is slightly poorer than that of a caisson wharf, the front wall plate and the rib plate are stressed greatly, and the stress of the components is poor under the condition of larger sea side rail load, but the engineering quantity of the buttress wharf is relatively smaller, the manufacturing cost is relatively lower, and the buttress wharf is generally suitable for small and medium-sized wharf engineering.

The effect that current wharf structure kept out the wave is poor, causes the damage to the pier easily at typhoon weather, and wharf foundation water-proof effects is not good, inconvenient people's use, consequently, technical staff in the art provides a box rib formula gravity wharf structure to solve the problem that proposes among the above-mentioned background art.

SUMMERY OF THE UTILITY MODEL

The present invention aims to provide a box-rib type gravity wharf structure to solve the above problems in the background art.

In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a gravity wharf structure of case rib formula, includes the bottom plate, the top fixedly connected with caisson of bottom plate, the inside of caisson is provided with plain concrete, one side fixedly connected with connecting plate of caisson, the bottom of connecting plate and the top fixed connection of bottom plate, the opposite side fixedly connected with backup pad of connecting plate, the bottom of backup pad and the top fixed connection of bottom plate, one side of bottom plate is provided with basic soil layer, basic soil layer's top is provided with the protection bed course, the top of protection bed course is provided with the waterproof layer, the waterproof layer includes moisture barrier and water blocking layer, the moisture barrier is located one side of protection bed course, the top of waterproof layer is provided with the filling layer, the top of filling layer is provided with the top layer.

As a further scheme of the utility model: the foundation soil layer is made of lime soil, and the thickness of the foundation soil layer is 1-1.5 m.

As a still further scheme of the utility model: the filling layer is made of gravel, and the thickness of the filling layer is 1.5-2 m.

As a still further scheme of the utility model: the protective cushion layer is made of reinforced earth, and the thickness of the protective cushion layer is 1.2-1.8 m.

As a still further scheme of the utility model: the top layer is made of reinforced concrete, and the thickness of the top layer is 0.8-1.2 m.

As a still further scheme of the utility model: the moisture-proof layer is made of asphalt coiled materials, and the thickness of the moisture-proof layer is 0.05-0.1 m.

As a still further scheme of the utility model: the water-resistant layer is made of waterproof mortar, and the thickness of the water-resistant layer is 0.5-1.0 m.

Compared with the prior art, the utility model has the beneficial effects that:

1. according to the utility model, the caisson can effectively resist the impact of sea waves by utilizing the supporting plate, the bottom of a wharf foundation can be leveled through the foundation soil layer, a good foundation can be laid for the wharf foundation through the protective cushion layer, the wharf foundation can have a good waterproof and moisture-proof effect through the waterproof layer and the moisture-proof layer which are included by the waterproof layer, the height of the ground can be increased to the height required by design through the filling layer, the top layer can balance the whole bearing effect and the diffusion stress effect on the ground, and the problems that the existing wharf structure is poor in effect of resisting the sea waves, the wharf is easily damaged in typhoon weather, the waterproof effect of the wharf foundation is poor, and the use by people is inconvenient are solved.

Drawings

FIG. 1 is a schematic diagram of the structure of the present invention;

FIG. 2 is a cross-sectional view of the structure of the present invention;

fig. 3 is a schematic view of a waterproof layer in the structure of the present invention.

In the figure: 1. a base plate; 2. caisson; 3. a connecting plate; 4. a support plate; 5. a foundation soil layer; 6. a protective cushion layer; 7. a waterproof layer; 8. a filling layer; 9. a top layer; 10. a water resistant layer; 11. and a moisture barrier layer.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1 to 3, in the embodiment of the present invention, a box rib type gravity wharf structure includes a bottom plate 1, a caisson 2 is fixedly connected to a top of the bottom plate 1, plain concrete is disposed inside the caisson 2, a connection plate 3 is fixedly connected to one side of the caisson 2, a bottom of the connection plate 3 is fixedly connected to a top of the bottom plate 1, a support plate 4 is fixedly connected to the other side of the connection plate 3, a bottom of the support plate 4 is fixedly connected to a top of the bottom plate 1, a foundation soil layer 5 is disposed on one side of the bottom plate 1, a protective cushion layer 6 is disposed on a top of the foundation soil layer 5, a waterproof layer 7 is disposed on a top of the protective cushion layer 6, the waterproof layer 7 includes a moisture-proof layer 11 and a water-blocking layer 10, the moisture-proof layer 11 is disposed on one side of the protective cushion layer 6, a filling layer 8 is disposed on a top of the waterproof layer 7, and a top layer 9 is disposed on a top of the filling layer 8.

Through utilizing backup pad 4, can make 2 effectual shocks of retaining the wave of caisson, through basic soil layer 5, can be the bottom flattening of pier foundation, through protective cushion layer 6, can lay down good basis for the pier foundation, through the water-blocking layer 10 and the moisture barrier layer 11 that waterproof layer 7 includes, can make the pier foundation have good waterproof moisture-proof effect, through filling layer 8, can highly improve the height to the design needs with ground, through top layer 9, can play balanced whole bearing effect and the effect of diffusion stress to ground, it is poor to have solved current pier structure and have kept out the effect of wave, cause the damage to the pier easily in typhoon weather, and pier foundation water-proof effects is not good, the problem of inconvenient people's use.

In this embodiment, the foundation soil layer 5 is made of lime soil, and the thickness of the foundation soil layer 5 is 1-1.5 m.

In this embodiment, the filling layer 8 is made of crushed stone, and the thickness of the filling layer 8 is 1.5-2 m.

In this embodiment, the protection cushion layer 6 is made of reinforced earth, and the thickness of the protection cushion layer 6 is 1.2-1.8 m.

In this embodiment, the top layer 9 is made of reinforced concrete, and the thickness of the top layer 9 is 0.8-1.2 m.

In this embodiment, the moisture barrier layer 11 is made of asphalt coiled material, and the thickness of the moisture barrier layer 11 is 0.05-0.1 m.

In this embodiment, the waterproof layer 10 is made of 1:2 waterproof mortar, and the thickness of the waterproof layer 10 is 0.5-1.0 m.

The working principle of the utility model is as follows: through utilizing backup pad 4, can make 2 effectual shocks of keeping out the wave of caisson, through basic soil layer 5, can be for the bottom flattening of pier foundation, through protective cushion layer 6, can lay down good basis for the pier foundation, through the water-blocking layer 10 that waterproof layer 7 includes and moisture barrier 11, can make the pier foundation have good waterproof effect that separates the tide, through filling layer 8, can highly improve the height to the design needs with ground, through top layer 9, can play balanced whole bearing effect and the effect of diffusion stress to ground.

The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.

Claims

1. The utility model provides a gravity wharf structure of box rib formula, includes bottom plate (1), its characterized in that: the top of the bottom plate (1) is fixedly connected with a caisson (2), plain concrete is arranged inside the caisson (2), one side of the caisson (2) is fixedly connected with a connecting plate (3), the bottom of the connecting plate (3) is fixedly connected with the top of the bottom plate (1), the other side of the connecting plate (3) is fixedly connected with a supporting plate (4), the bottom of the supporting plate (4) is fixedly connected with the top of the bottom plate (1), one side of the bottom plate (1) is provided with a foundation soil layer (5), the top of the foundation soil layer (5) is provided with a protective cushion layer (6), the top of the protective cushion layer (6) is provided with a waterproof layer (7), the waterproof layer (7) comprises a moisture-proof layer (11) and a water-blocking layer (10), the moisture-proof layer (11) is positioned on one side of the protective cushion layer (6), the top of the waterproof layer (7) is provided with a filling layer (8), the top of the filling layer (8) is provided with a top layer (9).

2. A box-ribbed gravity wharf structure according to claim 1, wherein: the foundation soil layer (5) is made of lime soil, and the thickness of the foundation soil layer (5) is 1-1.5 m.

3. A box-ribbed gravity wharf structure according to claim 1, wherein: the filling layer (8) is made of gravel, and the thickness of the filling layer (8) is 1.5-2 m.

4. A box-ribbed gravity wharf structure according to claim 1, wherein: the protective cushion layer (6) is made of reinforced soil, and the thickness of the protective cushion layer (6) is 1.2-1.8 m.

5. A box-ribbed gravity wharf structure according to claim 1, wherein: the top layer (9) is made of reinforced concrete, and the thickness of the top layer (9) is 0.8-1.2 m.

6. A box-ribbed gravity wharf structure according to claim 1, wherein: the moisture-proof layer (11) is made of asphalt coiled materials, and the thickness of the moisture-proof layer (11) is 0.05-0.1 m.

7. A box-ribbed gravity wharf structure according to claim 1, wherein: the waterproof layer (10) is made of 1:2 waterproof mortar, and the thickness of the waterproof layer (10) is 0.5-1.0 m.