CN217546783U - Formula tree pool structure is dug under hydrophilic platform - Google Patents

Abstract

The utility model relates to a hydraulic engineering field, concretely relates to dig formula tree pool structural style under hydrophilic platform, it includes reinforced concrete pier, hidden beam, tree pool, overflow mouth, pile foundation, planting soil, arbor and the layer of mating formation. The pile foundation is constructed below the reinforced concrete pier, the pavement layer is laid above the reinforced concrete pier, the hidden beam is arranged in the reinforced concrete pier, the tree pit is arranged below the position corresponding to the hidden beam, the tree pit is of a concave structure, the side wall of the tree pit is provided with an overflow port, and the pile foundation, the reinforced concrete pier and the tree pit below are integrally cast. This scheme shared space when can reducing the top and plant the arbor has solved the limited problem of earthing, can plant the dense arbor in big shade of crown, provides for people and hides the shade and reduces the heat radiation.

Description

Dig formula tree pool structure under hydrophilic platform

Technical Field

The utility model relates to a hydraulic engineering field, concretely relates to dig formula tree pool structure under hydrophilic platform.

Background

Hydrophilic platform satisfies the hydrophilic hydraulic structure that needs set up of citizen, collect the amusement, it is leisure, multi-functional as an organic whole such as body-building and meeting, to the higher city shore line of security level, hydrophilic platform adopts the form that concrete entity combines the view stereoplasm to mat formation in order to satisfy the shore function demand, hydrophilic platform top adopts the effect of planting the arbor and playing abundant shore view level, generally directly set up hydrophilic platform with the planting soil of planting arbor or green planting in the current design, the earthing occupies the top space greatly, probably cause the stream of people to hinder and not pleasing to the eye, be unfavorable for people's entertainment demand.

SUMMERY OF THE UTILITY MODEL

In order to solve the problem, this scheme provides a dig formula tree pool structure under hydrophilic platform, and the tree pool sets up under hydrophilic platform, and planting soil conceals inside the tree pool, shared space when reducing the top and planting the arbor, has solved the limited problem of earthing, can plant the arbor that the crown is big and is shaded thickly, provides to hide the shade and reduce the heat radiation.

The application mainly adopts the following technical scheme:

dig formula tree pool structure under hydrophilic platform mainly includes pile foundation and reinforced concrete pier, the pile foundation construct in reinforced concrete pier below, the layer of mating formation is laid to reinforced concrete pier top, set up the hidden beam in the reinforced concrete pier, with the corresponding position below of hidden beam sets up the tree pool, the tree pool is recessed structure, the overflow mouth is seted up to the tree pool lateral wall, pile foundation, reinforced concrete pier and the tree pool of below pour integratively. The paving layer is made of wood.

Furthermore, the pile foundation is constructed on a beach surface, the bottom surface of the tree pool is higher than a designed water level, the height of the beach surface can be obtained by measuring an actual engineering field, and the designed water level refers to the height of the water level set by a designer in a design file according to hydrologic data, design specifications and related regulations.

Further, be filled with planting soil in the tree pond, planting soil is located the below of whole platform, not only can save the top space, can also reduce the focus of reinforced concrete pier, increases the stability of platform, plant arbor or green planting in the planting soil, if plant the arbor and adopt the better arbor of water proofness, resistant saline and alkaline nature more because of local conditions.

Furthermore, the pile foundation bears the whole load of the upper structure, the upper load mainly comprises the structure dead weight, the pavement load, the crowd load, the earth covering load and the arbor gravity load, the pile foundations of different types and sizes can influence the stability of the reinforced concrete abutment, and the pile foundation form and specification consider the requirement of the upper load on the bearing capacity and the engineering geology and the surrounding environment condition to be selected according to the design requirement. Preferably, a phi 800mm steel pipe pile is adopted for designing a pile foundation according to the upper load and the engineering geological condition.

Furthermore, the tree pool is of a downward digging type structure, the net depth of the tree pool is 1.5m, and reinforcing steel bars are arranged inside the tree pool and are of a reinforced concrete mixed structure.

Furtherly, the overflow mouth is the round hole, and the number of the overflow mouth that the unilateral wall was seted up is 1 or 2, the overflow mouth is higher than tree pond inner wall bottom surface, the overflow mouth can be followed to unnecessary ponding and flow, can avoid the arbor root system to soak for a long time fester.

Furthermore, the pile foundation is located outside the tree pool corners, and the pile foundation is distributed around the tree pool and close to the tree pool.

Further, the work progress of this scheme: after the pile foundation is constructed, steel bars are bound to erect the formwork reinforced concrete abutments, hidden beams are arranged at the abutments corresponding to the tree pit to reinforce the node structures of the side walls and the abutments of the tree pit, main ribs of the tree pit stretch into the hidden beams and meet the anchoring length, the tree pit and the abutments are integrally cast, after the main structure construction is completed, soil and trees are planted, finally, a pavement layer is installed, and preferably, the pavement layer is made of wood.

The utility model has the advantages of it is following:

1. the utility model arranges the lower digging type tree pool in the hydrophilic platform to plant the arbor, which is like the oasis on the water surface, so that the original hard and single waterfront space becomes active, rich and colorful;

2. the utility model has the advantages that the lower digging type tree pool has large clear depth, solves the problem of limited earth covering, can plant trees with big crowns and dense shades, and provides shading and reduces heat radiation;

3. the utility model discloses the formula tree pool that digs down hides below the platform, can not cause the hindrance that the tourist sees the view;

4. the utility model is a permeable structure of the pile foundation on water, which is integrally cast with the hydrophilic platform and does not affect the flow capacity;

5. the utility model discloses can be by the lower formula tree pool group scene of digging of a plurality of different specifications, arrange according to the view demand is nimble, build rich and varied waterfront landscape.

Drawings

Fig. 1 is a schematic view of the structure of the digging type tree pool under the hydrophilic platform according to one embodiment of the present invention.

Fig. 2 is a top view of the structure of the lower digging type tree pool of the hydrophilic platform according to one embodiment of the present invention.

Reference numerals: 1-reinforced concrete pier, 2-hidden beam, 3-reinforced concrete tree pool, 4-overflow port, 5-pile foundation, 6-planting soil, 7-arbor and 8-pavement layer.

Detailed Description

The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can be implemented or applied by other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention, and the features in the following embodiments and examples may be combined with each other without conflict.

Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in any way limiting the scope of the invention; for a better explanation of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.

The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar parts; in the description of the present invention, it should be understood that if there are terms such as "upper", "lower", "left", "right", "front", "back", etc., indicating directions or positional relationships based on the directions or positional relationships shown in the drawings, it is only for convenience of description and simplification of description, but it is not intended to indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore, the terms describing the positional relationships in the drawings are only used for illustrative purposes and are not to be construed as limiting the present invention, and those skilled in the art can understand the specific meanings of the terms according to specific situations.

Referring to fig. 1 and 2, the hydrophilic platform downward digging type tree pit structure mainly comprises a pile foundation 5 and a reinforced concrete abutment 1, wherein the pile foundation 5 is driven into a beach surface, a phi 800 steel pipe pile is adopted, the pile foundation 5 is constructed below the reinforced concrete abutment 1, a pavement layer 8 is laid above the reinforced concrete abutment 1, the pavement layer 8 is made of waterproof solid wood, a hidden beam 2 is arranged in the reinforced concrete abutment 1, a tree pit 3 is arranged below a position corresponding to the hidden beam 2, the tree pit is of a concave square structure, the net depth is 1.5m, 1 overflow port 4 is formed in one side wall of the tree pit 3, planting soil is filled in the tree pit, a tree 7 with good water resistance and saline-alkali resistance is planted in the planting soil according to local conditions, and the pile foundation 5, the reinforced concrete abutment 1 and the tree pit 3 below are integrally cast. The tree pool 3 structure of the application is hidden under the platform, and the trees planted with the crowns and the great shadings play a role in enriching the waterfront landscape levels, so that the space is concise and vivid, and the rhyme of both hardness and softness is shown.

The utility model discloses in treat the primary structure construction and accomplish the back, implement planting soil 6 and plant arbor 7, the layer 8 installation of mating formation is carried out at last. Specifically, the pile foundation 5 bears the whole load of the upper structure, the upper load mainly comprises the structure dead weight, the pavement load, the crowd load, the earth covering load and the arbor or green plant gravity load, and the pile foundation is designed according to the upper load and the engineering geological conditions to adopt the corresponding steel pipe pile. After the steel pipe pile is driven, the steel bar binding is carried out, the formwork erecting reinforced concrete abutments 1 are arranged, the hidden beams 2 are arranged at the abutments corresponding to the tree pit 3 to strengthen the node structures of the lateral walls of the tree pit 3 and the abutments, the main ribs of the tree pit extend into the hidden beams 2 to meet the anchoring length, and the tree pit 3 and the abutments are integrally cast. The tree pool is filled with planting soil 6, redundant accumulated water can flow out from the overflow port 4, and the root system of the arbor is prevented from being soaked and festered for a long time.

Claims (7)

1. The utility model provides a dig formula tree pool structure under hydrophilic platform, its characterized in that, including pile foundation (5) and reinforced concrete pier (1), pile foundation (5) build in reinforced concrete pier (1) below, lay layer (8) of mating formation above reinforced concrete pier (1), set up dark roof beam (2) in reinforced concrete pier (1), with dark roof beam (2) corresponding position below sets up tree pool (3), tree pool (3) are recessed structure, overflow mouth (4) are seted up to tree pool (3) lateral wall, pile foundation (5), reinforced concrete pier (1) and tree pool (3) of below pour integratively.

2. The structure of the hydrophilic platform downward-digging tree pool according to claim 1, wherein the pile foundation (5) is constructed on the beach surface, and the bottom surface of the tree pool (3) is higher than the designed water level.

3. The structure of the hydrophilic platform downward-digging type tree pool according to claim 1, characterized in that the tree pool (3) is filled with planting soil (6), and arbor (7) is arranged in the planting soil (6).

4. The structure of the hydrophilic platform downward-digging tree pool according to claim 3, wherein the pile foundation (5) is a phi 800mm steel pipe pile.

5. The hydrophilic platform downward-digging tree pool structure according to claim 3, wherein the tree pool (3) is a concave structure with a clear depth of 1.5m.

6. The structure of the hydrophilic platform downward digging type tree pool according to claim 3, wherein the number of the overflow ports (4) formed on the single side wall of the tree pool (3) is 1, and the overflow ports (4) are higher than the bottom surface of the inner wall of the tree pool (3).

7. The hydrophilic platform underrun tree pool structure of claim 3, wherein the pile foundations (5) are located outside the corners of the tree pool (3).

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