CN216701054U - Flower groove structure is planted to assembled - Google Patents
Flower groove structure is planted to assembled Download PDFInfo
- Publication number
- CN216701054U CN216701054U CN202122817658.XU CN202122817658U CN216701054U CN 216701054 U CN216701054 U CN 216701054U CN 202122817658 U CN202122817658 U CN 202122817658U CN 216701054 U CN216701054 U CN 216701054U
- Authority
- CN
- China
- Prior art keywords
- assembled
- structures
- flower
- steel bar
- fabricated
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses an assembled planting flower trough structure, which comprises: the steel bar structure is embedded in the top of the front bearing platform of the flood prevention wall; the assembled flower groove structures are transversely arranged on the flood prevention wall front bearing platform and matched with the steel bar structures; fine stone concrete poured on the assembled flower groove structures; the geotextile is laid on the assembled flower trough structures, and the water-resistant plants are planted on the geotextile.
Description
Technical Field
The utility model relates to the technical field of flower planting troughs, in particular to an assembled flower planting trough structure.
Background
The flood control walls on two banks of the urban river are main water retaining facilities for resisting natural disasters such as typhoons, storm tides, floods and the like. The wall body of the traditional flood control wall 1 is mostly of a reinforced concrete structure, and a high pile bearing platform structure is widely applied to urban districts, although the structure is mature in process and reliable in structure, the height of the top of the wall is generally high, the bearing platform 2 is exposed in front of the flood control wall 1, the hydrophilicity in front of the wall is poor, the landscape effect of a hard structure is poor, and the waterfront space blended with blue and green on two sides of a river channel is difficult to fuse.
The applicant has therefore sought to solve the above problems, through the useful search and research, against which the technical solutions that will be described below have been derived.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an assembled planting flower trough structure aiming at the characteristics of exposed front bearing platform of a high pile bearing platform wall of the traditional flood prevention wall and poor landscape effect, so as to solve the problems.
The technical problem solved by the utility model can be realized by adopting the following technical scheme:
the utility model provides a flower groove structure is planted to assembled, its characterized in that includes:
the steel bar structure is embedded in the top of the front bearing platform of the flood prevention wall;
the assembled flower groove structures are transversely arranged on the flood prevention wall front bearing platform and matched with the steel bar structures;
fine stone concrete poured on the assembled flower groove structures;
geotextile laid on the plurality of fabricated flower groove structures, and
water-resistant plants planted on the geotextile.
In a preferred embodiment of the utility model, the assembled flower groove structures are spliced side by side.
In a preferred embodiment of the utility model, two adjacent fabricated flower groove structures are embedded through the notches.
In a preferred embodiment of the utility model, each fabricated flower groove structure comprises a baffle plate arranged on a front bearing platform of the flood control wall and a base arranged on the baffle plate, and the base is provided with a reinforcing steel bar hole matched with the reinforcing steel bar structure.
Due to the adoption of the technical scheme, the utility model has the beneficial effects that:
1. the utility model adopts the assembled flower groove structure, can reduce the time for installing the vertical mold and pouring on site, is environment-friendly and energy-saving, and also overcomes the difficulty of insufficient construction operation space in front of the wall.
2. The utility model can build landscape greening effect in front of the wall, beautify the water bank environment and bring beautiful experience to pedestrians.
3. The utility model has detachable structure, customizes different inner shapes according to requirements and enriches the front wall shape.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic view of a prior art structure.
Fig. 2 is a schematic structural diagram of the present invention.
Fig. 3 is a perspective view of the fabricated flower groove structure of the present invention.
Fig. 4 is a perspective view of the present invention.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further explained below.
Referring to fig. 2 to 4, the fabricated flower bed structure includes a steel bar structure 100, a plurality of fabricated flower bed structures 200, fine aggregate concrete 300, geotextiles, and water-resistant plants.
The steel bar structure 100 is pre-buried at the top of the flood prevention wall front bearing platform 1, and the assembled flower groove structures 200 are transversely arranged on the flood prevention wall front bearing platform 1 and matched with the steel bar structure 100. In this embodiment, the assembled flower trough structures 200 are spliced side by side. The adjacent two fabricated flower groove structures 200 are embedded with each other through the notches 200 a. Each fabricated flower groove structure 200 comprises a baffle plate 210 arranged on the flood prevention wall front bearing platform 1 and a base 220 arranged on the baffle plate 210, and the base 220 is provided with a reinforcing steel bar hole matched with the reinforcing steel bar structure 100. The reinforcing structure 100 fixes the fabricated flower groove structure 200 on the front bearing platform 1 of the flood wall through the reinforcing holes.
The fine stone concrete 300 is poured on the assembled flower groove structures 200, and specifically, after the steel bar structure 100 is installed, the fine stone concrete 300 is poured in a gap between the baffle 210 and the flood wall front bearing platform 1 to form a whole, so that the assembly type flower groove structure is suitable for navigation river channels.
Geotextile is laid on the plurality of fabricated flower groove structures 200 and water-resistant plants are planted on the geotextile. Specifically, a layer of geotextile is laid on the bases 220 of the plurality of assembled flower groove structures 200, then soil is covered to a height of 3.5m, and finally water-resistant plants are planted.
The working principle of the utility model is as follows:
the method comprises the steps of firstly, accurately measuring the size of a current flood prevention wall front bearing platform, drawing up an assembly type flower groove structure according to the current size, determining the distance between a reinforcing steel bar hole of the assembly type flower groove structure and the reinforcing steel bar structure, prefabricating and transporting the assembly type flower groove structure to the site, aligning the reinforcing steel bar hole with the reinforcing steel bar structure by hoisting the assembly type flower groove structure to an installation position, pouring fine stone concrete after fixing, paving geotextile in the assembly type flower groove structure after the assembly type flower groove structure is solidified into a whole, and then covering soil and planting water-resistant plants.
The foregoing shows and describes the general principles, essential features, and advantages of the utility model. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (4)
1. The utility model provides a flower groove structure is planted to assembled, its characterized in that includes:
the steel bar structure is embedded in the top of the front bearing platform of the flood prevention wall;
the assembled flower groove structures are transversely arranged on the flood prevention wall front bearing platform and matched with the steel bar structures;
fine stone concrete poured on the assembled flower groove structures;
geotextile laid on the plurality of fabricated flower groove structures, and
water-resistant plants planted on the geotextile.
2. The fabricated flower pot structure of claim 1, wherein the fabricated flower pot structures are spliced side by side.
3. The assembled flower pot structure of claim 2, wherein two adjacent assembled flower pot structures are embedded by the notch.
4. The fabricated planting flower bed structure of claim 2, wherein each fabricated flower bed structure comprises a baffle plate arranged on a front bearing platform of the flood control wall and a base arranged on the baffle plate, and reinforcing steel bar holes matched with the reinforcing steel bar structures are formed in the base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122817658.XU CN216701054U (en) | 2021-11-17 | 2021-11-17 | Flower groove structure is planted to assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122817658.XU CN216701054U (en) | 2021-11-17 | 2021-11-17 | Flower groove structure is planted to assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216701054U true CN216701054U (en) | 2022-06-10 |
Family
ID=81879062
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122817658.XU Active CN216701054U (en) | 2021-11-17 | 2021-11-17 | Flower groove structure is planted to assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216701054U (en) |
-
2021
- 2021-11-17 CN CN202122817658.XU patent/CN216701054U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104074166A (en) | Method for recovering dried-up river | |
| CN216701054U (en) | Flower groove structure is planted to assembled | |
| CN105178134B (en) | Road green color transformation method | |
| CN111962557A (en) | Assembled greening retaining wall and construction method thereof | |
| KR20020076530A (en) | Afforestation Retaining-Wall laying Concrete-block | |
| CN216839237U (en) | Ecological revetment capable of building waterfront space | |
| CN210151667U (en) | A seepage prevention structure for city river course | |
| CN114319426A (en) | Consider novel assembled reinforced concrete barricade of planting technique wall | |
| CN2903184Y (en) | Self fastening steel reinforced concrete precast block soil resisting wall | |
| CN209323289U (en) | A kind of assembled greening band structure | |
| CN204875435U (en) | Ditch cover | |
| CN111719504A (en) | Ecological landscape ditch and construction process thereof | |
| CN205604182U (en) | Building block of disjunctor formula honeycomb, disjunctor formula honeycomb bank protection and disjunctor formula honeycomb retaining wall | |
| CN206457856U (en) | A kind of ground crack resistence structure | |
| CN109252539A (en) | One kind being used for the box cantilever barrier wall structure of soft clay area ultra-deep | |
| CN219315762U (en) | Road slope protection structure of land wind farm | |
| CN205329670U (en) | Short system of oozing of rainwater of soft soil foundation | |
| CN215977118U (en) | Assembled stone-like precast block shore protection structure | |
| CN205604183U (en) | Honeycomb building block, honeycomb bank protection and honeycomb retaining wall | |
| CN219930866U (en) | Spliced ecological slope protection building block applied to slope leveling | |
| CN109252540A (en) | A kind of construction method for the box cantilever barrier wall structure of soft clay area ultra-deep | |
| CN215518605U (en) | Ecological bank protection structure is widened to prefabricated assembly culvert formula | |
| CN204690782U (en) | Mutual embedding reinforcement formula Ecological Retaining Wall | |
| CN213233500U (en) | Cast-in-place greening concrete structure for greening slope protection | |
| CN220284733U (en) | Frame combined structure respirable river channel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |