CN218373748U

CN218373748U - Building hydrophilic platform

Info

Publication number: CN218373748U
Application number: CN202221783493.7U
Authority: CN
Inventors: 蒯兵; 贺勇波; 彭世楠
Original assignee: Guangdong Dingrui Construction Engineering Co ltd
Current assignee: Guangdong Dingrui Construction Engineering Co ltd
Priority date: 2022-07-04
Filing date: 2022-07-04
Publication date: 2023-01-24
Anticipated expiration: 2032-07-04

Abstract

The utility model discloses a building hydrophilic platform, include: the first-stage retaining wall is arranged in the water body and arranged along the embankment, and a first-stage guardrail is arranged above the first-stage retaining wall; the second-stage retaining wall is arranged above the embankment, is higher than the first-stage retaining wall and is arranged at intervals with the first-stage retaining wall; a second-stage guardrail is arranged at the top of the second-stage retaining wall; the bearing platform is arranged between the first-stage retaining wall and the second-stage retaining wall, is provided with multiple layers and is provided with an anti-skidding surface. According to the building hydrophilic platform, the rising of the water level can be effectively coped with by arranging the primary retaining wall and the secondary retaining wall with different heights, and the guardrails are arranged above the primary retaining wall and the secondary retaining wall, so that the safety is high; the bearing platform is fixedly arranged and has a multilayer structure, so that the stability is good, and the bearing capacity is good; the surface of the bearing platform is provided with an anti-slip surface, so that the safety can be further improved.

Description

Building hydrophilic platform

Technical Field

The utility model relates to a hydraulic engineering technical field, in particular to hydrophilic platform of building.

Background

Along with the improvement of the landscape requirements of people, in order to meet the desire of people to be close to nature, it is increasingly common to arrange hydrophilic platforms on the banks of rivers and lakes in cities, and people in the places have frequent activities, so higher requirements on hydrophilicity and safety are provided; the hydrophilic platform not only provides a leisure good place for citizens, but also adds a landscape for urban water areas; however, as the hydrophilic platform is arranged near the bank of the river or lake, and is convenient to be in close contact with water, the hydrophilic platform is built to be closer and closer to the water, and when the water level rises, the hydrophilic platform of the fixed building is submerged by the water, so that higher requirements are provided for the quality and the safety of the hydrophilic platform of the fixed building. In addition, the hydrophilic platform should have a certain water-blocking capability to cope with the rising of water level.

SUMMERY OF THE UTILITY MODEL

The utility model discloses aim at solving one of the technical problem that exists among the prior art at least. Therefore, the utility model provides a building hydrophilic platform, which is arranged in a ladder shape and can effectively deal with the rising of the water level; the construction mode is simple, and the method can be suitable for different environmental conditions; the structure is firm, and the security is good.

According to the utility model discloses building hydrophilic platform, include: the primary retaining wall is arranged in the water body and arranged along the embankment, and a primary guardrail is arranged above the primary retaining wall; the second-stage retaining wall is arranged above the embankment, is higher than the first-stage retaining wall and is arranged at intervals with the first-stage retaining wall; a second-stage guardrail is arranged at the top of the second-stage retaining wall; the bearing platform is arranged between the first-level retaining wall and the second-level retaining wall, is provided with multiple layers and is provided with an anti-skidding surface.

According to the utility model discloses building hydrophilic platform has following beneficial effect at least:

the rising of the water level can be effectively coped with by arranging the first-stage retaining wall and the second-stage retaining wall which are different in height, and the guardrails are arranged above the first-stage retaining wall and the second-stage retaining wall, so that the safety is high; the bearing platform is fixedly arranged and has a multilayer structure, so that the stability is good, and the bearing capacity is better; the surface of the bearing platform is provided with an anti-slip surface, so that the safety can be further improved.

According to some embodiments of the utility model, load-bearing platform includes levelling layer, stereoplasm layer and skid resistant course, the skid resistant course set up in stereoplasm layer top, the stereoplasm layer set up in levelling layer top.

According to some embodiments of the utility model, the levelling layer adopts thick ballast to lay and forms, and thickness 30cm, top are provided with 10 cm's stone chip layer, the stereoplasm layer set up in stone chip layer top.

According to some embodiments of the utility model, the stereoplasm layer adopts thick reinforced concrete board to lay and forms, the stereoplasm layer thickness is not less than 35cm.

According to the utility model discloses a some embodiments, the stereoplasm layer surface is provided with the thick cement mortar of 3cm, the skid resistant course lay in on the cement mortar.

According to some embodiments of the utility model, the skid resistant course is laid by thick granite face brick and is formed.

According to some embodiments of the present invention, the hard layer and the anti-slip layer are disposed on the top of the primary retaining wall and extend out of the primary retaining wall in a direction away from the secondary retaining wall; the one-level guardrail set up in the skid resistant course deviates from the one end of second grade barricade.

According to some embodiments of the utility model, the one-level barricade with the second grade barricade is made by reinforced concrete.

According to some embodiments of the utility model, the one-level barricade with be provided with the backfill zone between the embankment, the backfill zone intussuseption is filled with the stone sediment.

According to some embodiments of the utility model, the one-level barricade with every 10 meters apart of second grade barricade should be provided with the subsiding crack.

Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.

Drawings

The invention will be further described with reference to the following drawings and examples, in which:

fig. 1 is a schematic structural diagram of an embodiment of the present invention;

fig. 2 is a schematic structural diagram of another embodiment of the present invention;

fig. 3 is an enlarged view of a portion a in fig. 2.

Reference numerals:

a primary retaining wall 100, a primary guardrail 110 and a backfill area 120;

a secondary retaining wall 200, a secondary guardrail 210;

load-bearing platform 300, leveling layer 310, stone chip layer 311, hard layer 320, skid resistant layer 330.

Detailed Description

Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.

In the description of the present invention, it should be understood that the orientation or positional relationship referred to in the description of the orientation, such as the upper and lower directions, is the orientation or positional relationship shown on the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore should not be construed as limiting the present invention.

In the description of the present invention, a plurality means two or more. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.

In the description of the present invention, unless there is an explicit limitation, the words such as setting, installation, connection, etc. should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above words in combination with the specific contents of the technical solution.

Referring to fig. 1 to 3, a hydrophilic building platform according to an embodiment of the present invention includes a first-level retaining wall 100, a second-level retaining wall 200, and a bearing platform 300 disposed between the first-level retaining wall 100 and the second-level retaining wall 200.

The primary retaining wall 100 is arranged in the water body and along the embankment, and a primary guardrail 110 is arranged above the primary retaining wall 100; the second-stage retaining wall 200 is arranged above the embankment, is higher than the first-stage retaining wall 100 and is arranged at intervals with the first-stage retaining wall 100; the top of the secondary retaining wall 200 is provided with a secondary guardrail 210; the loading platform 300 is disposed between the first-stage retaining wall 100 and the second-stage retaining wall 200, has multiple layers, and is provided with an anti-slip surface. According to the building hydrophilic platform, the primary retaining wall 100 and the secondary retaining wall 200 with different heights are arranged, so that the rising of the water level can be effectively responded, and guardrails are arranged above the primary retaining wall 100 and the secondary retaining wall 200, so that the safety is high; the bearing platform 300 is fixedly arranged and has a multilayer structure, so that the stability is good, and the bearing capacity is good; the surface of the carrying platform 300 is provided with an anti-slip surface, so that the safety can be further improved.

It should be understood that the structure of the primary retaining wall 100 is substantially identical to that of the secondary retaining wall 200, and the height of the primary retaining wall 100 is substantially identical to that of the secondary retaining wall 200, but the height difference between the primary retaining wall 100 and the secondary retaining wall 200 is not always identical. One end of the platform 300 is completely disposed on the top of the first-level retaining wall 100, and the other end is connected to the second-level retaining wall 200, so that when the height difference between the first-level retaining wall 100 and the second-level retaining wall 200 changes, the connection position between the platform 300 and the second-level retaining wall 200 is changed.

Referring to fig. 1 and 2, one end of the loading platform 300 in fig. 1 is connected to the bottom of the secondary retaining wall 200, and one end of the loading platform 300 in fig. 2 is connected to the middle of the secondary retaining wall 200, so that the position of the loading platform 300 connected to the secondary retaining wall 200 varies according to the height difference between the primary retaining wall 100 and the secondary retaining wall 200.

Referring to fig. 2 and 3, in some embodiments of the present invention, the carrying platform 300 includes a leveling layer 310, a hard layer 320, and an anti-slip layer 330, wherein the anti-slip layer 330 is disposed above the hard layer 320, and the hard layer 320 is disposed above the leveling layer 310. Specifically, a backfill region 120 is disposed between the primary retaining wall 100 and the bank, and the backfill region 120 is filled with ballast. The leveling layer 310 is partially disposed on the top of the bank and partially disposed on the top of the backfill region 120, and the leveling layer 310 serves to level the bottom of the hard layer 320, so as to facilitate the laying of the hard layer 320 and further ensure the surface level of the anti-slip layer 330.

It is contemplated that the backfill region 120 is not limited to be filled with ballast, but may be other hard materials that do not readily settle.

In some embodiments of the present invention, referring to fig. 3, the leveling layer 310 is formed by laying thick ballast, the thickness is 30cm, the top is provided with a 10cm ballast layer 311, and the hard layer 320 is disposed above the ballast layer 311. Specifically, the thick ballast with the thickness of 30cm can provide better supporting force, and because the top of the thick ballast is difficult to level, the ballast layer 311 is arranged, the ballast laid by the ballast layer 311, and the volume of a single ballast is far smaller than that of a single ballast, so that structures with sharp corners and the like protruding out of the surface of the ballast are not generated, and the laying of the hard layer 320 is facilitated.

In some embodiments of the present invention, the hard layer 320 is formed by laying a thick reinforced concrete slab, and the thickness of the hard layer 320 is not less than 35cm. In particular, the thick reinforced concrete slab is a slab made of reinforced concrete material, is a basic structure or a member in house buildings and various engineering structures, is commonly used as a roof, a floor, a platform, a wall, a retaining wall, a foundation, a terrace, a road surface, a pool and the like, and has extremely wide application range. The thick reinforced concrete slab is divided into a square slab, a circular slab and a special-shaped slab according to the plane shape. It is divided into a unidirectional plate and a bidirectional plate according to the stress action mode of the structure. The most common are one-way plates, four-sided supported two-way plates, and flat beamless plates supported by columns. The thickness of the plate should meet the strength and stiffness requirements, and the stiff layer 320 in this application is preferably a bi-directional plate and is pulled through bi-directionally.

It should be understood that the laying of the leveling layer 310 and the manufacturing of the thick reinforced concrete slabs, which are prefabricated slabs, can be performed simultaneously, thereby improving the manufacturing efficiency.

In some embodiments of the present invention, the hard layer 320 is provided with cement mortar with a thickness of 3cm, and the anti-slip layer 330 is laid on the cement mortar. Specifically, cement mortar's effect is for bonding stereoplasm layer 320 and skid resistant course 330, and skid resistant course 330 is laid by thick granite face brick and forms, and thick granite face brick has better environmental suitability, and thick granite face brick surface irregularities to make pedestrian or vehicle walk above difficult skidding.

It is understood that the anti-slip layer 330 is not limited to granite tiles, but may be other structures, such as wood or stone.

It is contemplated that the thickness of leveling layer 310, the thickness of stone chip layer 311, and the thickness of hard layer 320 may be adjusted to suit the application.

In some embodiments of the present invention, the hard layer 320 and the anti-slip layer 330 are disposed on the top of the primary retaining wall 100 and extend out of the primary retaining wall 100 in a direction away from the secondary retaining wall 200; the primary guard rail 110 is disposed at an end of the anti-slip layer 330 away from the secondary retaining wall 200. Specifically, since the hard layer 320 is a prefabricated slab having a fixed shape and suitable strength and rigidity, the primary retaining wall 100 may extend in a direction away from the secondary retaining wall 200, and the primary retaining wall 100 partially extending from the primary retaining wall 100 not only can shield the primary retaining wall 100, so that the whole structure is more beautiful, but also is closer to water, and is more suitable for viewing or playing.

Further, the primary guard rail 110 and the secondary guard rail 210 provide a certain protection for pedestrians, and the structure or shape thereof may be adaptively changed according to the surrounding environment, and is not limited to a certain shape or structure.

In some embodiments of the present invention, the primary retaining wall 100 and the secondary retaining wall 200 are made of reinforced concrete. Specifically, the first-stage retaining wall 100 and the second-stage retaining wall 200 are both formed by firstly binding reinforcing steel bars and then pouring concrete, so that the reinforced concrete has better strength, longer service life, mature construction mode and low manufacturing cost.

In some embodiments of the present invention, the primary retaining wall 100 and the secondary retaining wall 200 should be provided with a settlement joint every 10 meters. The settlement joint is a vertical joint provided to prevent the house from being damaged due to the uneven settlement of the foundation of each part of the building. When the height, load and structural form of adjacent parts of the house are very different and the foundation is weak, the house may be unevenly settled, so that some weak parts are cracked. For this reason, settlement joints should be provided at appropriate positions such as complicated plane or body turns, height changes, loads, compressibility of the foundation, and methods of foundation treatment, which are significantly different. The settlement joint of this application sets up seam width 2cm, fills completely with pitch plank.

It will be appreciated that one sinker seam is provided at intervals of 10 metres in principle, but may be adjusted as appropriate to the field conditions.

The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art.

Claims

1. A building hydrophilic platform, comprising:

the primary retaining wall (100) is arranged in the water body and arranged along the embankment, and a primary guardrail (110) is arranged above the primary retaining wall (100);

the secondary retaining wall (200) is arranged above the bank, is higher than the primary retaining wall (100) and is arranged at intervals with the primary retaining wall (100); a secondary guardrail (210) is arranged at the top of the secondary retaining wall (200);

the bearing platform (300) is arranged between the first-level retaining wall (100) and the second-level retaining wall (200), is provided with multiple layers and is provided with an anti-skid surface.

2. The building hydrophilic platform of claim 1, wherein: the bearing platform (300) comprises a leveling layer (310), a hard layer (320) and an anti-skid layer (330), wherein the anti-skid layer (330) is arranged above the hard layer (320), and the hard layer (320) is arranged above the leveling layer (310).

3. The building hydrophilic platform of claim 2, wherein: leveling layer (310) adopt thick slabstone to lay and form, thickness 30cm, and the top is provided with 10 cm's stone chip layer (311), stereoplasm layer (320) set up in stone chip layer (311) top.

4. A building hydrophilic platform according to claim 3, wherein: hard layer (320) adopt thick reinforced concrete board to lay and form, hard layer (320) thickness is not less than 35cm.

5. The building hydrophilic platform of claim 4, wherein: and cement mortar with the thickness of 3cm is arranged on the surface of the hard layer (320), and the anti-skid layer (330) is laid on the cement mortar.

6. The building hydrophilic platform of claim 5, wherein: the anti-skid layer (330) is formed by paving a thick granite face brick.

7. The building hydrophilic platform of claim 6, wherein: the hard layer (320) and the anti-skid layer (330) are arranged at the top of the primary retaining wall (100) and extend out of the primary retaining wall (100) in the direction deviating from the secondary retaining wall (200); the first-level guardrail (110) is arranged at one end, deviating from the second-level retaining wall (200), of the anti-skid layer (330).

8. The building hydrophilic platform of claim 1, wherein: the first-stage retaining wall (100) and the second-stage retaining wall (200) are both made of reinforced concrete.

9. The building hydrophilic platform of claim 1, wherein: a backfill region (120) is arranged between the primary retaining wall (100) and the embankment, and the backfill region (120) is filled with stone slag.

10. The building hydrophilic platform of claim 1, wherein: the first-level retaining wall (100) and the second-level retaining wall (200) are provided with settlement joints at intervals of 10 meters.