Impermeable wall body based on structural carbon sequestration bricks and toilet

Abstract

The utility model relates to a diaphragm wall body based on structural carbon sequestration bricks, which comprises a primary cast-in-place structural beam and a secondary cast-in-place structural beam which are of a split structure, the primary cast-in-place structural beam is located below the secondary cast-in-place structural beam, a cast-in-place bottom plate with a structure sinking is reserved on the side edge of the primary cast-in-place structural beam, and the secondary cast-in-place structural beam is located below the secondary cast-in-place structural beam. A carbon sequestration masonry is piled above the secondary cast-in-place structural beam, waterproof layers are attached to the side edges of the primary cast-in-place structural beam, the secondary cast-in-place structural beam and the carbon sequestration masonry, and the bottoms of the waterproof layers are attached to the cast-in-place bottom plate. The anti-seepage wall body is simple and ingenious in structure, the cast-in-place structural beam is divided into the primary cast-in-place structural beam and the secondary cast-in-place structural beam, the formwork erecting difficulty can be reduced, by means of the carbon sequestration masonry and the thin waterproof layer, the space occupied by the waterproof layer can be reduced while the stability of the wall body structure is guaranteed, and the use experience of a user is enhanced. The toilet is provided with the anti-seepage wall body based on the structural carbon sequestration bricks, and is high in practicability and good in anti-seepage performance.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a waterproof wall and a toilet based on structural carbon sequestration bricks. Background Art

[0002] During the actual building construction process, water is used in many spaces. In order to prevent water seepage and leakage and thus reduce the impact of water on production and life, waterproof treatment is usually required.

[0003] The existing waterproof treatment usually involves making a 2 cm - 3 cm plaster layer on a brick wall and then applying a waterproof coating on the surface of the plaster layer to form a waterproof film to prevent water seepage. However, since the areas of current kitchens and toilets are relatively small, the concrete layer with a thickness of about 2 cm - 3 cm will undoubtedly further reduce the usable space. Moreover, during the actual construction process, structural beams are usually cast integrally, resulting in difficult formwork support during the casting process and it is difficult to ensure the casting effect, thus affecting the user experience and being not conducive to the popularization and application of the above waterproof treatment method in the technical field of building construction. Content of the Utility Model

[0004] In order to overcome the above defects in the prior art, the first utility model object of the present utility model is to provide a waterproof wall based on structural carbon sequestration bricks. The structure of this waterproof wall is simple and ingenious. By splitting the cast-in-place structural beam into a primary cast-in-place structural beam and a secondary cast-in-place structural beam, the formwork support difficulty can be reduced. And by using carbon sequestration masonry and a relatively thin waterproof layer, while ensuring the structural stability of the wall, the space occupied by the waterproof layer can be reduced, enhancing the user experience and being conducive to the popularization and application of the above waterproof wall based on structural carbon sequestration bricks in the technical field of building construction. The second utility model object of the present utility model is to provide a toilet or a kitchen that applies the above waterproof wall based on structural carbon sequestration bricks, which can reduce the space occupied by the waterproof wall and thus enhance the practicality of the toilet or the kitchen.

[0005] The above waterproof wall based on structural carbon sequestration bricks and a toilet are technically interrelated and belong to the same utility model concept.

[0006] To achieve the above first utility model object, the present utility model adopts the following technical solution: A waterproof wall based on structural carbon sequestration bricks includes a primary cast-in-place structural beam and a secondary cast-in-place structural beam which are of a split structure. The primary cast-in-place structural beam is located below the secondary cast-in-place structural beam. There is a cast-in-place floor slab with structural sinking left on the side of the primary cast-in-place structural beam. Carbon sequestration masonry is stacked above the secondary cast-in-place structural beam. Waterproof layers are pasted on the sides of the primary cast-in-place structural beam, the secondary cast-in-place structural beam and the carbon sequestration masonry, and the bottom of the waterproof layer is attached to the cast-in-place floor slab.

[0007] As a preferred solution of the present utility model, the carbon-fixing masonry is a carbon-fixing brick with an integer modulus, and the specific modulus of the carbon-fixing brick is customized according to the height of the secondary cast-in-place structural beam.

[0008] As a preferred solution of the present utility model, the waterproof layer is made of a high-ductility composite material.

[0009] As a preferred solution of the present utility model, the thickness of the waterproof layer is 1 cm to 2 cm.

[0010] As a preferred solution of the present utility model, the height of the lower layer of the cast-in-place floor slab is set according to the thickness of the ceramic tile, and the surface after tiling is lower than the upper surface of the primary cast-in-place structural beam.

[0011] As a preferred solution of the present utility model, the height of the lower layer of the cast-in-place floor slab is 5 cm to 6 cm.

[0012] As a preferred solution of the present utility model, a roughened layer is formed between the upper surface of the primary cast-in-place structural beam and the lower surface of the secondary cast-in-place structural beam.

[0013] As a preferred solution of the present utility model, both the primary cast-in-place structural beam and the secondary cast-in-place structural beam are cast in place with concrete.

[0014] As a preferred solution of the present utility model, the cast-in-place floor slab is a cast-in-place reinforced concrete slab.

[0015] Compared with the prior art, the beneficial effects of the present utility model are as follows: An anti-seepage wall based on structural carbon-fixing bricks in the present utility model has a clever structure. By dividing the cast-in-place structural beam into a primary cast-in-place structural beam and a secondary cast-in-place structural beam, the formwork support difficulty can be greatly reduced. And by using the carbon-fixing masonry and a relatively thin waterproof layer, while ensuring the structural stability of the wall, the space occupied by the waterproof layer can be reduced, enhancing the user experience, and being conducive to the popularization and application of the above anti-seepage wall based on structural carbon-fixing bricks in the field of building construction technology.

[0016] In order to achieve the above second utility model purpose, the present utility model adopts the following technical solution: A bathroom is provided with the above anti-seepage wall based on structural carbon-fixing bricks.

[0017] Compared with the prior art, the beneficial effects of the present utility model are as follows: A bathroom in the present utility model, by applying the above anti-seepage wall structure, while ensuring the anti-seepage effect of the bathroom, the space occupied by the anti-seepage wall can be reduced, thereby increasing the space of the bathroom or kitchen, improving the space utilization rate, enhancing the user experience, and being conducive to the popularization and application of the above anti-seepage wall based on structural carbon-fixing bricks in the field of building construction technology. Description of the Drawings

[0018] Figure 1 It is a schematic structural diagram of an anti-seepage wall based on a structural carbon-fixing brick in an embodiment of the present utility model.

[0019] Reference numerals: 1, primary cast-in-place structural beam; 2, secondary cast-in-place structural beam; 3, carbon-fixing masonry; 4, waterproof layer; 5, roughened layer; 6, cast-in-place bottom plate. Detailed Embodiment

[0020] To make the objectives, technical solutions and advantages of the present utility model clearer and more understandable, the present utility model will be described below through specific embodiments shown in the drawings. However, it should be understood that these descriptions are exemplary and not intended to limit the scope of the present utility model. In addition, in the following description, the descriptions of well-known structures and technologies are omitted to avoid unnecessarily confusing the concepts of the present utility model.

[0021] In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, and 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 cannot be understood as a limitation to the present utility model.

[0022] The following will describe in detail the embodiments of the present utility model with reference to the drawings.

[0023] Embodiment: As Figure 1As shown in the figure, a seepage-proof wall based on a structural carbon-fixing brick aims to solve the technical problems in the prior art that the excessive thickness of the waterproof layer affects the space utilization rate and the formwork support for the one-time forming of the cast-in-place beam is difficult. To solve the above technical problems, the seepage-proof wall in this embodiment mainly consists of a primary cast-in-place structural beam 1, a secondary cast-in-place structural beam 2, a carbon-fixing masonry 3, a waterproof layer 4, and a cast-in-place floor slab 6. Compared with the one-time forming integral structural beam in the prior art, in this embodiment, the primary cast-in-place structural beam 1 and the secondary cast-in-place structural beam 2 are cast by separate formwork support methods, which can greatly reduce the formwork support difficulty. And by first casting the primary cast-in-place structural beam 1 to determine the height of the primary cast-in-place structural beam 1, then determining the modulus of the carbon-fixing bricks in the carbon-fixing masonry 3, and with the known space height, the height of the secondary cast-in-place structural beam 2 can be determined, further reducing the manufacturing difficulty and eliminating the need for subsequent trimming of the height of the structural beam, which can greatly improve the construction efficiency. The above primary cast-in-place structural beam 1 is located below the above secondary cast-in-place structural beam 2, and a cast-in-place floor slab 6 for structural settlement is provided on the side of the above secondary cast-in-place structural beam 1, that is, the cast-in-place floor slab 6 is arranged below the gap between the primary cast-in-place structural beam 1 and the secondary cast-in-place structural beam 2, aiming to prevent water from seeping out from the gap between the primary cast-in-place structural beam 1 and the secondary cast-in-place structural beam 2 and further ensuring the seepage-proof effect of the wall. The carbon-fixing masonry 3 is stacked above the above secondary cast-in-place structural beam 2, and the waterproof layer 4 is pasted on the sides of the above primary cast-in-place structural beam 1, the above secondary cast-in-place structural beam 2, and the above carbon-fixing masonry 3, and the bottom of the above waterproof layer 4 is attached to the above cast-in-place floor slab 6.

[0024] The above carbon-fixing masonry 3 is made of carbon-fixing bricks with an integer modulus. The carbon-fixing brick is a building material made using carbon-fixing technology, which can absorb and store carbon dioxide in the atmosphere. This material is usually made of concrete or other mineral-based materials, and through specific processes, it can chemically react with carbon dioxide to achieve carbon fixation. The carbon-fixing brick with an integer modulus means that the size design of the brick conforms to a certain modulus, eliminating the need for cutting operations on the carbon-fixing bricks, etc., which can improve the construction efficiency while ensuring a reduction in pollution to the operating environment.

[0025] The specific modulus of the carbon sequestration bricks can be customized according to the height of the above-mentioned secondary cast-in-place structural beam 2. Specifically, since the height of the total operating space is known, the height of the primary cast-in-place structural beam 1 can be set as needed, usually slightly higher than the waterproof layer 4 on the right side. And since the height, i.e., the thickness, of a single carbon sequestration brick is fixed, finally, the height of the secondary cast-in-place structural beam 2 that still needs to be poured can be obtained. The height of the secondary cast-in-place structural beam 2 can be high or low, but it is necessary to ensure that the modulus, i.e., the number of bricks, of the carbon sequestration bricks is an integer. By absorbing carbon dioxide, the carbon sequestration bricks help reduce greenhouse gas emissions, are environmentally friendly, and the carbon sequestration materials usually have good durability, which can increase the service life of the building, enhance the structural strength of the wall at the same time, and its moisture-proof property is also better than that of ordinary concrete bricks, thus ensuring the comfort of the use environment.

[0026] In the prior art, the waterproof layer usually adopts a relatively thick concrete layer plus a waterproof membrane to achieve. The concrete layer is usually about 6 cm, resulting in more space occupied by the waterproof layer and affecting the utilization rate of the building space. To solve this technical problem, the waterproof layer 4 in this embodiment is made of a high-ductility composite material, and its thickness is 1 cm - 2 cm. Compared with the concrete layer in the prior art, the thickness is reduced, thereby expanding the utilization rate of the building space and enhancing the user experience. The high-ductility composite material is a new type of fiber-reinforced composite material formed by mixing cement, quartz sand and fiber materials in a certain proportion, and has characteristics such as high ductility, high toughness, high strength, and high damage resistance ability. Because the tensile effect of the fiber material enhances the high ductility of the concrete, the high-ductility composite material is also called "bendable concrete". Using the high-ductility composite material for reinforcement can reduce the thickness of the surface layer, will not change the indoor usable area, and does not require wall-piercing steel bars. The construction period is short and the difficulty is low, and it will not cause great impact on the original structure, and can effectively enhance the integrity of the masonry structure and reduce the engineering reinforcement cost. The impermeability grade of the high-ductility composite material ≥P12, the frost resistance grade ≥F300, the sulfate erosion resistance grade ≥KS90, the carbonation depth ≤2.0 mm, and the chloride ion penetration resistance performance reaches grade Ⅳ, thus ensuring that the waterproof layer 4 in this embodiment has high practical performance. At the same time, it also has self-healing ability and does not require special treatment when microcracks occur.

[0027] The height of the lower layer of the above-mentioned cast-in-place floor slab 6 is set according to the thickness of the tiles, and the surface after tiling is lower than the upper surface of the above-mentioned primary cast-in-place structural beam 1. The thickness of floor tiles on the market is usually 2 cm - 3 cm. In order to make the height of the cast-in-place floor slab 6 still lower than the gap between the primary cast-in-place structural beam 1 and the secondary cast-in-place structural beam 2 after tiling, in this embodiment, the height of the lower layer of the above-mentioned cast-in-place floor slab 6 is designed to be 5 cm - 6 cm, that is, water will not seep out from the gap between the primary cast-in-place structural beam 1 and the secondary cast-in-place structural beam 2, so that the overall impermeability of the impermeable wall is better.

[0028] A roughened layer 5 is formed between the upper surface of the above-mentioned first cast-in-place structural beam 1 and the lower surface of the above-mentioned second cast-in-place structural beam 2, that is, the upper surface of the above-mentioned first cast-in-place structural beam 1 and the lower surface of the above-mentioned second cast-in-place structural beam 2 are roughened. Roughening treatment is a construction technology mainly used for the concrete surface. Its purpose is to make the concrete surface rough by chiseling, so as to increase the bonding force between the new and old concretes and improve the stability and durability of the structure. The roughening treatment can be full roughening or dot roughening, specifically depending on the construction requirements and design specifications. During the construction process, first, the sundries and sand grains on the concrete surface need to be cleaned, and then a roughening machine or manual tools are used to chisel along the predetermined roughening line. After roughening, the surface debris needs to be removed in time, and subsequent decorative treatments such as polishing or painting may be carried out to improve the aesthetics and durability. The depth of roughening generally does not exceed 1 / 3 of the concrete thickness, and the shape is determined according to the design requirements or actual situation. Roughening is not only used to improve the bonding force but also can improve the anti-slip performance of the concrete surface. In addition, the roughening treatment can also be carried out using high-pressure water jet technology, which can reduce the damage to the main body of the concrete and improve the construction efficiency and safety.

[0029] The above-mentioned first cast-in-place structural beam 1 and the above-mentioned second cast-in-place structural beam 2 are both cast in place with concrete. In construction projects, a cast-in-place structural beam refers to a beam directly constructed on-site by steps such as formwork support, steel bar binding, and concrete pouring according to the design requirements. The cast-in-place concrete beam can better combine with the surrounding structures to form a whole, which enhances the stability and seismic performance of the building; the above-mentioned second cast-in-place structural beam 2 can adapt to the design requirements of various shapes and sizes and is not limited by the size of the solid carbon masonry, which makes the building design more flexible. The cast-in-place concrete beam has good durability because it can form a continuous waterproof and anti-seepage layer with other parts of the concrete structure, reducing the risk of leakage.

[0030] The above-mentioned cast-in-place floor slab 6 is a cast-in-place reinforced concrete slab. Similarly, a cast-in-place reinforced concrete slab is a floor slab formed on-site by formwork support, steel bar binding, concrete pouring, and curing. The cast-in-place reinforced concrete slab can better combine with the surrounding structures to form a whole, which enhances the integrity and stiffness of the building and is beneficial to improving seismic performance, etc.

[0031] A waterproof wall based on structural carbon-fixing bricks in this embodiment can be applied to spaces such as bathrooms or kitchens. By applying the above-mentioned waterproof wall structure, while ensuring the waterproof effect of the waterproof wall, it can reduce the space occupied by the waterproof wall, thereby increasing the space of the bathroom or kitchen and improving the space utilization rate, thus enhancing the user experience and facilitating the popularization and application of the above-mentioned waterproof wall based on structural carbon-fixing bricks in the field of construction technology.

[0032] The above description of the disclosed embodiments enables those skilled in the art to implement or use the present utility model. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present utility model. Therefore, the present utility model will not be limited to these embodiments shown herein, but rather will be accorded the widest scope consistent with the principles and novel features disclosed herein.

[0033] Although terms such as reference numerals in the drawings: 1, primary cast-in-place structural beam; 2, secondary cast-in-place structural beam; 3, carbon sequestration masonry; 4, waterproof layer; 5, roughened layer; 6, cast-in-place floor slab are used more frequently herein, the possibility of using other terms is not excluded. These terms are used only to more conveniently describe and explain the essence of the present utility model; interpreting them as any additional limitation is contrary to the spirit of the present utility model.

Claims

1. An anti-seepage wall based on a structural carbon sequestration brick, characterized in that, It includes a first cast-in-place structural beam (1) and a second cast-in-place structural beam (2) which are of a split structure. The first cast-in-place structural beam (1) is located below the second cast-in-place structural beam (2). An in-situ cast floor slab (6) for structural settlement is provided on the side of the first cast-in-place structural beam (1). A carbon-fixing masonry (3) is stacked above the second cast-in-place structural beam (2). Waterproof layers (4) are pasted on the sides of the first cast-in-place structural beam (1), the second cast-in-place structural beam (2) and the carbon-fixing masonry (3). The bottom of the waterproof layer (4) is arranged in contact with the in-situ cast floor slab (6).

2. The anti-seepage wall based on the structural carbon-fixing brick according to claim 1, characterized in that, The carbon-fixing masonry (3) is a carbon-fixing brick with an integer modulus, and the specific modulus of the carbon-fixing brick is customized according to the height of the second cast-in-place structural beam (2).

3. An anti-seepage wall based on a structure carbon-fixing brick according to claim 1, characterized in that, The waterproof layer (4) is made of a high-ductility composite material.

4. An anti-seepage wall based on a structural carbon sequestration brick according to claim 3, characterized in that, The thickness of the waterproof layer (4) is 1 cm to 2 cm.

5. A seepage-proof wall based on a structural carbon sequestration brick according to claim 1, characterized in that, The height of the lower layer of the in-situ cast floor slab (6) is set according to the thickness of the ceramic tile, and the surface after tiling is lower than the upper surface of the first cast-in-place structural beam (1).

6. A seepage-proof wall based on a structural carbon sequestration brick according to claim 5, characterized in that, The height of the lower layer of the in-situ cast floor slab (6) is 5 cm to 6 cm.

7. An anti-seepage wall based on a structural carbon sequestration brick according to claim 1, characterized in that A roughened layer (5) is formed between the upper surface of the first cast-in-place structural beam (1) and the lower surface of the second cast-in-place structural beam (2).

8. A seepage prevention wall based on a structural carbon sequestration brick according to claim 1, characterized in that, Both the first cast-in-place structural beam (1) and the second cast-in-place structural beam (2) are cast in place with concrete.

9. The anti-seepage wall based on a structural carbon sequestration brick according to claim 1, characterized in that, The in-situ cast floor slab (6) is an in-situ cast reinforced concrete slab.

10. A toilet, characterized in that, There is applied an anti-seepage wall based on structural carbon-fixing bricks as described in any one of claims 1 to 9.

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