Roof cantilever modeling lightweight backfilling structure
By using polystyrene boards and terracotta particle layers in the rooftop cantilever structure, combined with a water supply and drainage system, the issues of self-weight and aesthetics of the cantilever structure were resolved, achieving both lightweighting and improved durability.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-25
- Publication Date
- 2026-03-27
AI Technical Summary
In existing building projects, the use of materials such as concrete, mortar, and foamed concrete in rooftop cantilever structures increases their self-weight, reduces their durability, poses a risk of falling, and is aesthetically unappealing.
Lightweight materials such as polystyrene boards and terracotta particle layers are used, combined with water supply structures and drainage systems, and a vegetation layer is planted to reduce weight and improve aesthetics.
It effectively reduces the weight of the cantilevered structure, improves its aesthetics, reduces the frequency of artificial irrigation, prevents excessive water levels or sewage accumulation, and extends the structure's lifespan.
Smart Images
Figure CN224048529U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to a roof overhanging modeling backfilling technical field especially relates to a roof overhanging modeling light weight backfilling structure. BACKGROUND
[0002] The current building engineering roof overhanging modeling usually adopts concrete, mortar, foam concrete and other materials. The above materials all increase the self weight of the overhanging modeling structure, reduce the concrete durability of the modeling structure, and there is a risk of subsequent modeling structure falling causing personnel and property losses.
[0003] Therefore, the application provides a light weight backfilling structure filled with light materials and planting flowers and grass to increase the aesthetics. UTILITY MODEL CONTENT
[0004] The utility model aims at solving the prior art problems and provides a roof overhanging modeling light weight backfilling structure.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme:
[0006] A roof overhanging modeling light weight backfilling structure, including the backfilling cavity formed between the parapet wall and the overhanging modeling structure, the first waterproof layer is paved on the inner wall of the backfilling cavity, two polystyrene boards are arranged in the backfilling cavity, a plurality of support nets are arranged on the upper surface of the polystyrene board located at the upper side, the support net is inverted U-shaped, the earthenware particle layer for planting the vegetation layer is paved on the upper side of the support net, the water supply structure for continuously providing water for the vegetation layer is arranged in the backfilling cavity.
[0007] In some embodiments, the water supply structure includes a water storage cavity formed between the second waterproof layer and the earthenware particle layer, the second waterproof layer is paved on the upper surface of the polystyrene board located at the upper side, a plurality of cotton ropes are fixedly arranged on the surface of the support net, and the cotton ropes are used to guide the water in the water storage cavity to the earthenware particle layer.
[0008] In some embodiments, the water supply structure further includes a plurality of first drainage openings distributed on the side of the water storage cavity away from the parapet wall, the height of the first drainage opening is close to the lower surface of the support net, and the first drainage opening is used to control the water level in the water storage cavity.
[0009] In some embodiments, the water supply structure further includes a plurality of second drainage openings arranged on the side of the water storage cavity away from the parapet wall, the second drainage opening is flush with the bottom of the water storage cavity, and the second drainage opening is used to drain the sewage stored in the water storage cavity, and the side of the water storage cavity away from the parapet wall is fixed with an opening and closing assembly used to close and open the second drainage opening.
[0010] In some embodiments, the opening and closing assembly includes a fixed plate fixed on the inner wall of the water storage cavity and a water baffle horizontally sliding on the surface of the fixed plate.
[0011] In some embodiments, the parapet wall and the cantilevered structure are respectively fixed with a blocking net, and the two blocking nets are arranged on both sides of the vegetation layer.
[0012] Compared with the prior art, the utility model provides a kind of lightweight backfill structure of roof cantilevered structure, with following beneficial effects.
[0013] 1, the utility model, by using polystyrene board as main backfill material in backfill cavity, and using pottery soil granular layer to plant vegetation layer, greatly reduce the weight of cantilevered structure backfill, and by planting layer improves aesthetic, by setting water storage cavity, reduce the frequency of artificial irrigation, continuously provide moisture for vegetation layer.
[0014] 2, the utility model, by setting first drain, to control the water level in water storage cavity, by setting second drain, under the control of opening and closing assembly, it is convenient to discharge sewage stored in water storage cavity, avoid affecting the water storage capacity of water storage cavity.
[0015] Other advantages, objects and features of the utility model will be described in the subsequent specification to some extent; and to some extent, based on the study of the following text, it will be obvious to those skilled in the art; Or, it can be taught from the practice of the utility model. BRIEF DESCRIPTION OF DRAWINGS
[0016] Figure 1 It is the axial section structure schematic view of the utility model.
[0017] Figure 2 It is the front view cross section structure schematic view of the utility model.
[0018] Figure 3 It is the explosion cross section structure schematic view of the utility model.
[0019] Figure 4 It is the axial structure schematic view of opening and closing assembly in the utility model.
[0020] In the drawing:
[0021] 1, parapet wall;2, cantilevered structure;3, roof main body;4, backfill cavity;5, first waterproof layer;6, polystyrene board;7, support net;8, pottery soil granular layer;9, vegetation layer;10, second waterproof layer;11, water storage cavity;12, first drain;1201, drain pipe;13, second drain;14, opening and closing assembly;1401, fixed plate;1402, water baffle;1403, rack;1404, connecting shaft;1405, gear;15, cotton rope;16, blocking net. DETAILED DESCRIPTION
[0022] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments.
[0023] With reference to Figures 1-4 A light-weight backfill structure of a roof overhanging shape, comprising a parapet 1 and an overhanging structure 2 arranged on one side of the parapet 1, a roof main body 3 on the other side of the parapet 1, a backfill cavity 4 formed between the parapet 1 and the overhanging structure 2, a first waterproof layer 5 spread on the inner wall of the backfill cavity 4, two polystyrene boards 6 arranged in the backfill cavity 4 from top to bottom and fixed by cement mortar, the two polystyrene boards 6 being attached to the inner wall of the backfill cavity 4, a plurality of support nets 7 arranged on the upper surface of the upper polystyrene board 6, the support net 7 being inverted U-shaped, a layer of ceramic soil particles 8 spread on the upper surface of the support net 7, the hole of the support net 7 being smaller than the size of the ceramic soil particles, the spread height of the layer of ceramic soil particles 8 being not higher than the height of the upper surfaces of the parapet 1 and the overhanging structure 2, and a vegetation layer 9 planted on the surface of the layer of ceramic soil particles 8.
[0024] It can be understood that the polystyrene board 6 is used as the main backfill material in the backfill cavity 4, and the layer of ceramic soil particles 8 is used to plant the vegetation layer 9, so that the weight of the backfill of the overhanging structure 2 is greatly reduced, and the aesthetic appearance is improved by the planting layer.
[0025] Specifically, a second waterproof layer 10 is spread on the upper surface of the upper polystyrene board 6, the second waterproof layer 10 is connected with the first waterproof layer 5, the second waterproof layer 10 and the first waterproof layer 5 are both made of SBS modified asphalt roll material, a water storage cavity 11 is formed between the second waterproof layer 10 and the layer of ceramic soil particles 8, a plurality of cotton ropes 15 are fixed on the surface of the support net 7 at intervals, the upper end of the cotton rope 15 extends into the layer of ceramic soil particles 8, and the lower end of the cotton rope 15 is located at the bottom of the water storage cavity 11.
[0026] It can be understood that the water storage cavity 11 is arranged, so as to facilitate the collection and storage of the rainwater or irrigation water received by the layer of ceramic soil particles 8, the water in the water storage cavity 11 is infiltrated into the layer of ceramic soil particles 8 through the capillary phenomenon of the cotton rope 15, so as to continuously provide water for the vegetation layer 9, and the second waterproof layer 10 and the first waterproof layer 5 are arranged, so as to prevent the water from penetrating into the overhanging structure 2 under the double waterproof measures.
[0027] Specifically, a plurality of first drainage holes 12 are arranged on the side of the water storage cavity 11 away from the parapet 1, the height of the first drainage hole 12 is close to the lower surface of the support net 7, a drainage pipe 1201 is connected to the outer end of the first drainage hole 12, and the drainage pipe 1201 is attached to the outer surface of the overhanging structure 2 and extends downward.
[0028] It can be understood that by setting the first drain 12, when the water level in the water storage cavity 11 reaches the height of the first drain 12, it is discharged through the first drain 12 and the drain pipe 1201, thereby controlling the water level in the water storage cavity 11, avoiding excessive water storage causing the self-weight of the overhanging shaped structure 2 to increase beyond the limit value, affecting the service life.
[0029] Specifically, the water storage cavity 11 away from the parapet 1 side is provided with a plurality of second drains 13, the number of second drains 13 is less than the number of first drains 12, and the second drains 13 are communicated with the drain pipe 1201, the second drains 13 are flush with the bottom of the water storage cavity 11, and the water storage cavity 11 away from the parapet 1 side is fixed with an opening and closing assembly 14 for closing and opening the second drain 13, the opening and closing assembly 14 includes a fixed plate 1401 fixed on the inner wall of the water storage cavity 11 and a water baffle 1402 horizontally sliding on the surface of the fixed plate 1401, the surface of the fixed plate 1401 is provided with a water passage for water, the water passage corresponds to the position of the second drain 13, the fixed plate 1401 is fixed on the inner wall of the water storage cavity 11 by cement, avoiding the use of bolts to damage the first waterproof layer 5 and the second waterproof layer 10, the surface of the fixed plate 1401 is provided with a sliding rail, the water baffle 1402 horizontally slides on the surface of the fixed plate 1401 through the sliding rail, the surface of the water baffle 1402 is fixed with a rack 1403, the fixed plate 1401 is rotatably provided with a connecting shaft 1404, the connecting shaft 1404 is vertically arranged, the lower end of the connecting shaft 1404 is fixed with a gear 1405, the gear 1405 is engaged with the rack 1403, and the upper end of the connecting shaft 1404 is fixed with a hand wheel, the height of the hand wheel is higher than the height of the vegetation layer 9.
[0030] It can be understood that because there is a lot of dust in the rainwater, and the clay particles will also fall a little dust, which will be deposited at the bottom of the water storage cavity 11 under the action of water flow, affecting the water storage capacity of the water storage cavity 11 and increasing the self-weight of the overhanging shaped structure 2, and the height of the first drain 12 is too high, so that the sewage deposited at the bottom cannot be discharged during drainage, therefore, the second drain 13 is regularly opened by the opening and closing assembly 14, so that the water flow discharges the dust from the water storage cavity 11, and the specific operation is to rotate the hand wheel to drive the gear 1405 to rotate, and under the cooperation of the gear 1405 and the rack 1403, the water baffle 1402 slides on the surface of the fixed plate 1401, the second drain 13 is opened, and the sewage flows out, and the water storage cavity 11 is stored with water again through artificial irrigation or rain.
[0031] Specifically, the parapet 1 and the upper surface of the overhanging shaped structure 2 are respectively fixed with a blocking net 16, and the two blocking nets 16 are arranged on both sides of the vegetation layer 9.
[0032] It can be understood that by setting the barrier net 16, the water level in the backfill cavity 4 is prevented from being too high to wash away the clay particle layer 8 out of the range of the backfill cavity 4 when the first drain 12 fails to control the water level in the control water storage cavity 11 in heavy rain.
[0033] In the utility model, first, the first waterproof layer 5 is spread in the backfill cavity 4, two polystyrene boards 6 are filled and fixed by using cement mortar, the second waterproof layer 10 is spread on the upper surface of the polystyrene board 6, the opening and closing assembly 14 is fixed in the water storage cavity 11 by using cement, corresponds to the second drain 13, prevents the support net 7 in turn, and lays the clay particle layer 8, plants the vegetation layer 9, makes the water flow of rain or artificial irrigation gather in the water storage cavity 11, controls the water level in the water storage cavity 11 under the action of the first drain 12, makes the water in the water storage cavity 11 seep into the clay particle layer 8 by the capillary phenomenon of the cotton rope 15, thereby continuously provides moisture for the vegetation layer 9, reduces the frequency of artificial irrigation, opens the second drain 13 by regularly rotating the hand wheel, makes sewage flow out, closes the second drain 13 after draining, and makes the water storage cavity 11 store moisture again by artificial irrigation or rain.
[0034] The above merely describes a preferred specific implementation of the utility model, but the protection scope of the utility model is not limited to this, any person skilled in the art can make equivalent replacement or change according to the technical scheme and the utility model concept of the utility model within the technical range disclosed by the utility model, which should be covered in the protection scope of the utility model.
[0035] In the description of the present specification, the description of the terms "one embodiment", "some embodiments", "example", "specific example" or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In the present specification, the illustrative description of the above terms is not necessarily for the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, the person skilled in the art can combine and combine the different embodiments or examples described in the present specification and the features of the different embodiments or examples without contradiction.
[0036] Although the embodiments of the utility model have been shown and described above, it can be understood that the above-mentioned embodiments are exemplary and cannot be understood as limiting the utility model, and the person skilled in the art can change, modify, replace and modify the above-mentioned embodiments within the scope of the utility model.
Claims
1. A light-weight backfill structure of a roof overhanging modeling, comprising a backfill cavity (4) formed between a parapet wall (1) and an overhanging modeling structure (2), characterized in that, The backfill cavity (4) is paved with a first waterproof layer (5) on the inner wall, and two polystyrene boards (6) are arranged in the backfill cavity (4), a plurality of support nets (7) are arranged on the upper surface of the polystyrene board (6) located at the upper side, the support net (7) is inverted U-shaped, a layer of clay particles (8) for planting a vegetation layer (9) is paved on the upper side of the support net (7), and a water supply structure for continuously supplying water to the vegetation layer (9) is arranged in the backfill cavity (4).
2. A lightweight backfill structure for rooftop overhangs according to claim 1, characterized in that, The water supply structure comprises a water storage cavity (11) formed between the second waterproof layer (10) and the clay particle layer (8), the second waterproof layer (10) is paved on the upper surface of the polystyrene board (6) located at the upper side, a plurality of cotton ropes (15) are fixedly arranged on the surface of the support net (7), and the cotton rope (15) is used for guiding the water in the water storage cavity (11) to the clay particle layer (8).
3. The lightweight backfill structure for rooftop overhangs of claim 2, wherein, The water supply structure further comprises a plurality of first drainage holes (12) distributed on the side of the water storage cavity (11) away from the parapet wall (1), the height of the first drainage hole (12) is close to the lower surface of the support net (7), and the first drainage hole (12) is used for controlling the water level in the water storage cavity (11).
4. The lightweight backfill structure for rooftop overhangs of claim 1, wherein, The water supply structure further comprises a plurality of second drainage holes (13) arranged on the side of the water storage cavity (11) away from the parapet wall (1), the second drainage hole (13) is flush with the bottom of the water storage cavity (11), and the second drainage hole (13) is used for draining the sewage stored in the water storage cavity (11), and the side of the water storage cavity (11) away from the parapet wall (1) is fixed with an opening and closing assembly (14) for closing and opening the second drainage hole (13).
5. A rooftop overhanging shaped lightweight backfill structure according to claim 4, characterized in that, The opening and closing assembly (14) comprises a fixed plate (1401) fixed on the inner wall of the water storage cavity (11) and a water baffle (1402) horizontally sliding on the surface of the fixed plate (1401).
6. The lightweight backfill structure for rooftop overhangs of claim 1, wherein, The parapet wall (1) and the cantilever structure (2) are respectively provided with a blocking net (16) on the upper surface, and the two blocking nets (16) are arranged on the two sides of the vegetation layer (9).