CN221029945U - Assembled landscape revetment for urban river - Google Patents

Assembled landscape revetment for urban river Download PDF

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Publication number
CN221029945U
CN221029945U CN202323103821.1U CN202323103821U CN221029945U CN 221029945 U CN221029945 U CN 221029945U CN 202323103821 U CN202323103821 U CN 202323103821U CN 221029945 U CN221029945 U CN 221029945U
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China
Prior art keywords
brickwork
skeleton
prefabricated frame
cavity
urban river
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CN202323103821.1U
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Chinese (zh)
Inventor
黄安红
江磊
蒋康康
雷英春
姚坤
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Zhonghui Ecological Environment Co ltd
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Zhonghui Ecological Environment Co ltd
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Abstract

The utility model relates to an assembled landscape revetment for urban river channels, which comprises a prefabricated frame vertically connected with a shore base, wherein a plurality of skeletons connected with upper and lower walls are arranged on the inner side of the prefabricated frame, brickwork is arranged in the prefabricated frame at intervals depending on the skeletons, clamping grooves corresponding to the skeletons are arranged on one side surface of each brickwork, the clamping grooves are connected with the skeletons through bonding layers, a cavity for growing plants is formed between every four adjacent brickwork, and backfilling soil with grass seeds is arranged between the prefabricated frame and the shore base. According to the utility model, the prefabricated frame, the framework, the brickwork and other structures are arranged to form the assembled revetment structure, so that material accumulation can be reduced, and the construction time on a construction site is shortened.

Description

Assembled landscape revetment for urban river
Technical Field
The utility model belongs to the field of landscape revetments, and particularly relates to an assembled landscape revetment for urban river channels.
Background
In construction of revetments of urban river channels, especially for old urban areas with high population density, the shore base of the drainage river channel is generally arranged as a vertical slope in order to save space.
The vertical shore base and the revetment are more space-saving compared with the slope revetment, but the landscaping effect is inferior to the slope revetment, in addition, when carrying out reconstruction construction to the vertical revetment, the construction period is long by adopting a conventional field stacking mode, and the material facilities occupy a large amount of space in the process of stacking the revetment, so that the influence on the areas with large urban mass is larger.
Disclosure of utility model
The utility model aims to solve the problems and provide an assembled landscape revetment for urban river channels.
The utility model realizes the above purpose through the following technical scheme:
The utility model provides an assembled view shore protection for urban river, includes the prefabricated frame of being connected with the bank base is vertical, the prefabricated frame inboard is equipped with the skeleton of wall about a plurality of connections, the skeleton is cavity form, and the surface is provided with a plurality of through-hole, the inside two cavities that are provided with of skeleton along vertical, be provided with porous filler in one of them cavity for form the capillary phenomenon, keep earth moist, another cavity is used for ventilative, it is provided with brickwork to rely on the skeleton interval each other in the prefabricated frame, and brickwork one side surface is provided with the draw-in groove that corresponds with the skeleton, is connected through the articulamentum bonding between draw-in groove and the skeleton, wherein, encloses into the cavity that is used for growing plant between every adjacent four brickwork, be provided with the backfill that has the grass seed between prefabricated frame and the bank base.
As a further optimization scheme of the utility model, the connecting layer is made of concrete, and the connecting layer is used for fixing brickwork, so that the brickwork is fixed by the framework, and the bonding cost of the concrete is low, and the service life is long.
As a further optimization scheme of the utility model, the framework is used for enabling the breathable cavity to face the backfill soil, the top end of the prefabricated frame is provided with the ventilation holes communicated with the breathable cavity, one side with the porous filler faces the river channel, the bottom end of the framework is immersed in water, greening plants grow in gaps between the brickwork and the framework, the grass is filled in the gaps, in order to keep the root systems of the greening plants moist, water is absorbed through capillary phenomenon of the porous filler, and small holes are formed in the surface of the framework to keep the periphery of the greening plants moist.
As a further optimization scheme of the utility model, shoulder grooves are formed in two sides of the upper end of the brickwork, flanges are arranged on the inner side surfaces of the prefabricated frames, and the shoulder grooves and the flanges are used for bearing the brickwork above and limiting the brickwork movement, increasing the fixing force of the brickwork and preventing the brickwork from shaking and falling off, so that the water flow impact can be conveniently coped with.
As a further optimization scheme of the utility model, adjacent prefabricated frames are fixedly connected through casting concrete, and the upper part of backfill soil is connected with a shore base through casting concrete edge sealing, so that the aesthetic degree is improved, and the prefabricated frames are fixed.
The utility model has the beneficial effects that:
According to the utility model, the prefabricated frame, the framework, the brickwork and other structures are arranged to form the assembled revetment structure, so that material accumulation can be reduced, and the construction time on a construction site is shortened.
Drawings
Fig. 1 is a schematic view of the overall structure of the present utility model.
FIG. 2 is a front view of a prefabricated frame and brickwork of the present utility model.
Fig. 3 is a cross-sectional view of the framework structure of the present utility model.
Fig. 4 is a top view of the framework structure of the present utility model.
In the figure: 1. prefabricating a frame; 101. a flange; 102. a vent; 2. a skeleton; 201. a through hole; 202. a porous filler; 3. bricking; 301. shoulder grooves; 302. a clamping groove; 303. a connection layer; 4. backfilling soil; 5. sealing edges of the concrete; 6. a land base.
Detailed Description
The present application will be described in further detail with reference to the accompanying drawings, wherein it is to be understood that the following detailed description is for the purpose of further illustrating the application only and is not to be construed as limiting the scope of the application, as various insubstantial modifications and adaptations of the application to those skilled in the art can be made in light of the foregoing disclosure.
Example 1
As shown in fig. 1-4, an assembled landscape revetment for urban river channel comprises a prefabricated frame 1 vertically connected with a shore base 6, wherein a plurality of skeletons 2 connected with upper and lower walls are arranged on the inner side of the prefabricated frame 1, each skeletons 2 is hollow, a plurality of through holes 201 are formed in the surface of each skeletons 2, two cavities are vertically formed in each skeletons 2, porous fillers 202 are arranged in one cavity and used for forming capillary phenomenon and keeping soil moist, the other cavity is used for ventilation, bricks 3 are arranged in the prefabricated frame 1 at intervals depending on the skeletons 2, clamping grooves 302 corresponding to the skeletons 2 are formed in one side surface of each brick 3, the clamping grooves 302 are connected with the skeletons 2 in an adhesive mode through connecting layers 303, a cavity for growing plants is formed between each adjacent four bricks 3, and backfill 4 with grass seeds is arranged between the prefabricated frame 1 and the shore base 6.
Through setting up prefabricated frame 1, skeleton 2, 3 isotructures of brickwork, form assembled bank protection structure, can reduce the material and pile up, reduce the engineering time at the job site, in addition, brickwork 3 through the interval setting forms greening space, cooperation has the backfill 4 of grass seed, makes greening plant follow the gap growth of brickwork 3 and skeleton 2 to so that form the landscape bank protection that falls wrong, the grass seed of here should select the obstinate variety of vitality, in order to grow.
The tie layer 303 is concrete, and tie layer 303 is used for fixed brickwork 3, makes brickwork 3 rely on skeleton 2 to fix, adopts concrete bonding with low costs, long service life, forms less gap between skeleton and the brickwork 3, and the gap is narrow and small to be favorable to reducing soil erosion and water loss, also can further improve the effect of preventing soil erosion and water loss after the gap is grown grass.
The skeleton 2 is used for the one side of ventilative cavity towards backfill 4, and the top of prefabricated frame 1 is provided with the bleeder vent 102 with ventilative cavity intercommunication, and the one side that has porous filler 202 faces the river course, and the skeleton 2 bottom submergence in water, can grow out the afforestation plant in the gap of brickwork 3 and skeleton 2, and the grass is filled in the clearance, in order to make afforestation plant root system keep moist, absorbs water through the capillary phenomenon of porous filler 202 to offer through-hole 201 at skeleton 2 surface, keep the moist around the afforestation plant.
Shoulder grooves 301 are formed in two sides of the upper end of each brickwork 3, flanges 101 are arranged on the inner side surface of each prefabricated frame 1, and each shoulder groove 301 and each flange 101 are used for bearing the brickwork 3 above the corresponding prefabricated frame, and are used for limiting the movement of the brickwork 3, increasing the fixing force of the brickwork 3 relative to each other and preventing the brickwork 3 from shaking and falling off so as to be convenient for coping with water flow impact.
The adjacent prefabricated frames 1 are fixedly connected through casting concrete, the upper part of the backfill 4 is connected with the shore base 6 through a casting concrete sealing edge 5, and the concrete sealing edge 5 is used for improving the attractiveness and fixing the prefabricated frames 1.
The implementation mode specifically comprises the following steps: during construction, firstly, brickwork 3 and skeleton 2 are fixed and piled one by one, after prefabrication is completed, bank base 6 is cleaned, prefabricated members are transported to a construction site and placed into a river channel, backfill soil 4 mixed with grass seeds is filled between prefabricated frame 1 and bank base 6 and is compacted, prefabricated frame 1 is poured and fixed by adopting concrete, and construction is completed after the concrete is solidified.
The foregoing examples illustrate only a few embodiments of the utility model and are described in detail herein without thereby limiting the scope of the utility model. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the utility model, which are all within the scope of the utility model.

Claims (5)

1. An assembled view shore protection for urban river course, its characterized in that: including the prefabricated frame (1) vertical with bank base (6), prefabricated frame (1) inboard is equipped with skeleton (2) of wall about a plurality of connections, skeleton (2) are cavity form, and the surface is provided with a plurality of through-hole (201), skeleton (2) are inside along vertical two cavities that are provided with, be provided with porous filler (202) in one of them cavity for form the capillarity, keep earth moist, another cavity is used for breathing freely, it is provided with brickwork (3) to rely on skeleton (2) interval each other in prefabricated frame (1), and brickwork (3) one side surface is provided with draw-in groove (302) that correspond with skeleton (2), through articulamentum (303) bonding connection between draw-in groove (302) and the skeleton (2), wherein, enclose into the cavity that is used for growing the plant between every adjacent four brickwork (3), be provided with between prefabricated frame (1) and bank base (6) and have backfill (4) of grass seed.
2. A fabricated landscape revetment for a urban river according to claim 1, wherein: the connecting layer (303) is concrete.
3. A fabricated landscape revetment for a urban river according to claim 1, wherein: the framework (2) is used for ventilating the cavity and faces the backfill (4), the top end of the prefabricated frame (1) is provided with ventilation holes (102) communicated with the ventilating cavity, one side with the porous filler (202) faces the river channel, and the bottom end of the framework (2) is immersed in water.
4. A fabricated landscape revetment for a urban river according to claim 1, wherein: shoulder grooves (301) are formed in two sides of the upper end of the brickwork (3), flanges (101) are arranged on the inner side surfaces of the prefabricated frames (1), and the shoulder grooves (301) and the flanges (101) are used for bearing the brickwork (3) above.
5. A fabricated landscape revetment for a urban river according to claim 1, wherein: the adjacent prefabricated frames (1) are fixedly connected through casting concrete, and the upper part of the backfilling soil (4) is connected with the shore base (6) through a casting concrete sealing edge (5).
CN202323103821.1U 2023-11-17 2023-11-17 Assembled landscape revetment for urban river Active CN221029945U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323103821.1U CN221029945U (en) 2023-11-17 2023-11-17 Assembled landscape revetment for urban river

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323103821.1U CN221029945U (en) 2023-11-17 2023-11-17 Assembled landscape revetment for urban river

Publications (1)

Publication Number Publication Date
CN221029945U true CN221029945U (en) 2024-05-28

Family

ID=91166146

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202323103821.1U Active CN221029945U (en) 2023-11-17 2023-11-17 Assembled landscape revetment for urban river

Country Status (1)

Country Link
CN (1) CN221029945U (en)

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