Fabricated roof sloping structure

Abstract

The utility model discloses an assembly type roof sloping structure which comprises a concrete cushion block for making a slope by 3%, the concrete cushion block is arranged on a wall body to form a slope making layer of a roof, the top of the concrete cushion block is connected with a precast beam, and the top of the precast beam is connected with a precast floor. The mode of assembling the concrete cushion blocks is adopted, the roof forms a slope surface structure, waterproof treatment of the assembly type roof is improved, and compared with the mode of constructing a slope layer and assembling the concrete cushion blocks in a cement pouring mode, the mode is more environmentally friendly, and the waterproof effect is more perfect.

Description

Technical Field

[0001] The utility model relates to the field of building processing, in particular to an assembled roof slope structure. Background Art

[0002] In the construction of roof projects, the roof slope structure can effectively ensure the drainage slope of the roof by adjusting the slope of the roof, prevent rainwater accumulation, and improve the waterproof effect of the roof. The existing roof slope methods mostly use pouring cement to form a slope layer, which will cause problems such as the generation of harmful substances during pouring and gaps after pouring. These problems will not only cause environmental pollution but also result in imperfect waterproofing. Therefore, it is necessary to improve and optimize the roof slope structure. Summary of the Utility Model

[0003] The purpose of the utility model is to provide an assembled roof slope structure to solve the problems of imperfect waterproof performance and environmental pollution.

[0004] The utility model mainly provides an assembled roof slope structure, including concrete pads with a 3% slope. The concrete pads are arranged on the wall to form the slope layer of the roof. The top of the concrete pads is connected to a precast beam, and the top of the precast beam is connected to a precast floor slab.

[0005] The further technology of the utility model:

[0006] Preferably, a drainage device is arranged around the precast beam.

[0007] Preferably, the drainage device includes a sleeve plate fixedly connected to the precast beam. A water storage tank is arranged on the sleeve plate, and a drain pipe is arranged at the bottom of the sleeve plate and communicated with the water storage tank.

[0008] Preferably, upward first protrusions are arranged on the inclined surface at the top of the concrete pads, and first grooves matching the first protrusions are arranged at the bottom of the precast beam.

[0009] Preferably, upward second protrusions are arranged on the top of the precast beam, and second grooves matching the second protrusions are arranged at the bottom of the precast floor slab.

[0010] The beneficial effects of the utility model are:

[0011] The utility model adopts the method of assembling concrete pads to form a slope structure on the roof, improving the waterproof treatment of the assembled roof. Compared with the method of pouring cement to construct the slope layer, the method of assembling concrete pads is more environmentally friendly and has a more perfect waterproof effect.

[0012] Other features and advantages of the utility model will be described in detail in the following specific embodiments. Description of the Drawings

[0013] Figure 1 This is a schematic structural diagram of the slope-forming structure of the prefabricated roof of the present utility model;

[0014] Figure 2 This is a schematic sectional structural diagram of the slope-forming structure of the prefabricated roof of the present utility model;

[0015] Figure 3 This is a schematic structural diagram of the concrete cushion block of the present utility model;

[0016] Figure 4 This is a schematic structural diagram of the drainage device of the present utility model;

[0017] Figure 5 This is a schematic front and reverse structure diagram of the precast beam of the present utility model;

[0018] Figure 6 This is a schematic front and reverse structure diagram of the precast floor slab of the present utility model;

[0019] In the figure: 10, drainage device; 101, sleeve plate; 102, drain pipe; 103, water storage tank; 20, wall; 201, waterproof coiled material; 202, thermal insulation layer; 203, waterproof membrane; 30, concrete cushion block; 301, first protrusion; 40, precast beam; 401, first groove; 402, second protrusion; 50, precast floor slab; 501, second groove. Detailed implementation manners

[0020] To make the objectives, technical solutions and advantages of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be further described in detail below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part rather than all of the embodiments of the present utility model. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0021] Please refer to Figure 1-6 , in this embodiment, a slope-forming structure of a prefabricated roof is provided, including concrete cushion blocks with a 3% slope arranged on the wall 20 to form a slope-forming layer of the roof. The top of the concrete cushion blocks is connected to the precast beam 40, and the top of the precast beam is connected to the precast floor slab 50.

[0022] As Figure 3 shown, the concrete cushion blocks 30 are arranged on the top of the wall 20. By using the concrete cushion blocks 30 with a 3% slope, a slope-forming layer of the roof is formed. The top of the concrete cushion blocks 30 is connected to the precast beam 40, so that the overall roof forms a slope to facilitate drainage.

[0023] As Figure 4As shown in the figure, a drainage device is provided around the precast beam. A sleeve plate 101 is provided on the drainage device 10, and a water storage tank 103 is provided on the sleeve plate 101. When there is water accumulation on the roof during rainy or snowy weather, the accumulated water is stored in the water storage tank 103. A drain pipe 102 is provided at the bottom of the sleeve plate 101, and the accumulated water in the water storage tank 103 is discharged through the drain pipe 102.

[0024] Meanwhile, in order to enhance the stability of structural connection:

[0025] An upward first protrusion 301 is provided on the inclined surface at the top of the concrete cushion block 30, and a first groove 401 matching the first protrusion 301 is provided at the bottom of the precast beam 40.

[0026] An upward second protrusion 402 is provided at the top of the precast beam 40, and a second groove 501 matching the second protrusion 402 is provided at the bottom of the precast floor slab 50.

[0027] For an assembled roof slope structure of the present utility model, when rainy or snowy weather comes, since the concrete cushion block 30 makes the roof surface present a certain slope, the accumulated water flows into the water storage tank 103 through the slope and is then discharged through the drain pipe 102.

[0028] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "vertical", "upper", "lower", "horizontal", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present utility model.

[0029] In the description of the present utility model, it should also be noted that unless otherwise clearly specified and limited, the terms "set", "installed", "connected", "connected to" should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, and it can be the communication inside two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific situations.

[0030] The above content is only an example and description of the structure of the present utility model. Those skilled in the art of the present technology can make various modifications or supplements to the described specific embodiments or use similar methods for substitution. As long as it does not deviate from the structure of the utility model or exceed the scope defined by the claims of the present utility model, it shall fall within the protection scope of the present utility model.

Claims

1. An assembled roof slope structure, characterized in that, It includes concrete pads (30) with a 3% slope, and the concrete pads are arranged on the wall to form the slope layer of the roof. The top of the concrete pads (30) is connected to the precast beam (40), and the top of the precast beam (40) is connected to the precast floor slab (50).

2. The prefabricated roof slope structure according to claim 1, characterized in that A drainage device (10) is provided around the precast beam (40).

3. The prefabricated roof slope structure according to claim 2, characterized in that The drainage device (10) includes a sleeve plate (101) fixedly connected to the precast beam (40). A water storage tank (103) is provided on the sleeve plate (101), and a drain pipe (102) is arranged at the bottom of the sleeve plate (101) and communicated with the water storage tank (103).

4. The prefabricated roof slope structure according to claim 1, wherein An upward first protrusion (301) is provided on the inclined surface at the top of the concrete pad (30), and a first groove (401) for cooperating with the first protrusion (301) is provided at the bottom of the precast beam (40).

5. A prefabricated roof slope structure according to claim 1, characterized in that, An upward second protrusion (402) is provided at the top of the precast beam (40), and a second groove (501) for cooperating with the second protrusion (402) is provided at the bottom of the precast floor slab (50).

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