Fabricated cement house

Abstract

The invention provides an assembly type cement room which comprises at least two cement room bodies which are sequentially arranged up and down in the vertical direction, and each cement room body comprises a first installation module, a second installation module, a third installation module, a fourth installation module and a fifth installation module arranged on the top, all of which are sequentially arranged in a surrounding mode in the horizontal direction. The first mounting module, the second mounting module and the fourth mounting module respectively and correspondingly comprise a plurality of first sub-modules, second sub-modules and third sub-modules which are connected with one another and have different sizes and shapes; the plurality of butt joint structures are respectively and correspondingly arranged between two adjacent sub-modules, so that the two adjacent sub-modules are fixedly connected; the multiple connecting structures are correspondingly arranged at the opposite angles between every two adjacent cement house bodies so that the two adjacent cement house bodies can be fixedly connected, and then the problems that in the prior art, a cement house building mode needs cast-in-place, and the building efficiency is low due to the fact that the requirements of different size structures are difficult to meet are solved.

Description

Technical Field

[0001] The present invention relates to the technical field of assembled cement houses, and in particular to an assembled cement house. Background Art

[0002] At present, prefabricated cement houses are widely used in the field of power facilities, such as substations, transformers, switch stations, etc. The traditional construction mode of distribution rooms usually involves on-site casting or assembly of prefabricated components. By pouring concrete in the formwork, each layer is poured and waited for a certain period of time for its initial solidification before pouring the next layer. During the pouring process, continuous construction is required to avoid the formation of cold joints. At the same time, the concrete needs to be vibrated to remove air and ensure the density of the concrete. After pouring, the concrete needs to be cured for a period of time to fully harden and solidify. During the curing period, the surface of the concrete usually needs to be kept moist to promote the hardening process. After the curing is completed, the formwork is removed to reveal the initially formed structure.

[0003] However, the traditional cement house construction method has the following problems:

[0004] 1. The size and structure of cement houses are fixed, which makes it difficult to adapt to different needs and environmental changes. The existing cement house size and structure design are relatively complex, requiring foundation pouring, component installation and decoration during on-site construction, which is not only time-consuming, but also has a clear gap between the design, production and construction links, resulting in low efficiency, increased costs and inconsistent quality.

[0005] 2. Low positioning accuracy and stability. The positioning of cement rooms mainly relies on manual measurement and fixation, which is prone to errors and offsets, affecting the stability and service life of cement rooms.

[0006] 3. Unreasonable mold design and low construction efficiency. Traditional cement room molds are usually designed for one-time use and cannot be reused, resulting in high construction costs. In addition, unreasonable mold design will reduce construction efficiency and increase construction difficulty.

[0007] 4. Environmental factors have a great impact on cement room construction. In terms of the external environment, obstacles, soil bearing capacity, wind speed and light conditions will affect the construction safety and quality of cement rooms. Environmental surveys and assessments are required to ensure construction safety and the stability and durability of cement rooms. Summary of the invention

[0008] The main purpose of the present invention is to provide a prefabricated cement house to solve the problem that the cement house construction method in the prior art needs to be cast on site and is difficult to meet the needs of structures of different sizes, resulting in low construction efficiency.

[0009] In order to achieve the above-mentioned purpose, according to one aspect of the present invention, there is provided an assembled cement house, comprising: at least two cement house bodies, which are arranged in sequence up and down in the vertical direction, the cement house bodies comprising a first mounting module, a second mounting module, a third mounting module, a fourth mounting module and a fifth mounting module arranged on the top, which are arranged in sequence around in the horizontal direction, the first mounting module, the second mounting module and the fourth mounting module respectively correspondingly comprising a plurality of first submodules, second submodules and third submodules of different sizes and shapes connected to each other; a plurality of docking structures, which are respectively arranged between two adjacent submodules to fix the two adjacent submodules in connection; and a plurality of connecting structures, which are respectively arranged at the diagonals between two adjacent cement house bodies to fix the two adjacent cement house bodies in connection.

[0010] Furthermore, at least two first windows are provided on the first installation module, first notches are provided on the outer circumferences of at least four first submodules, and the first notches on at least two first submodules are arranged around to form the first window; wherein the inner wall surface of the first notch is an arc surface or an L-shaped surface.

[0011] Furthermore, the first installation module is provided with an entrance and exit door, the outer circumference of at least two first submodules is provided with a second notch, and the second notches on at least two second submodules are arranged around to form the entrance and exit door; wherein the inner wall surface of the second notch is an L-shaped surface.

[0012] Furthermore, at least two second windows are provided on the second installation module, and third notches are provided on the outer circumference of at least four second submodules, and the third notches on at least two second submodules are arranged around to form a second window; wherein the inner wall surface of the third notch is an arc surface or an L-shaped surface.

[0013] Furthermore, at least two third windows are provided on the fourth security module, and fourth notches are provided on the outer circumference of at least four third sub-modules, and the fourth notches on at least two third sub-modules are arranged around to form a third window; wherein the inner wall surface of the fourth notch is an arc surface or an L-shaped surface.

[0014] Further, the docking structure includes a docking protrusion and a docking recess that are connected to each other in a cooperative manner, the docking protrusion is arranged on one of the two adjacent submodules, and the docking recess is arranged on the other of the two adjacent submodules.

[0015] Furthermore, two adjacent cement house bodies have a first mounting surface and a second mounting surface arranged opposite to each other, and the connection structure includes a positioning pin and a positioning hole connected to each other in a cooperative manner, the positioning pin is arranged on one of the first mounting surface and the second mounting surface, and the positioning hole is arranged on the other of the first mounting surface and the second mounting surface.

[0016] Furthermore, a plurality of reinforcing ribs are provided on the inner side walls of the first mounting module, the second mounting module, the third mounting module, the fourth mounting module and the fifth mounting module, and the plurality of reinforcing ribs are staggeredly arranged along the vertical direction and the horizontal direction respectively.

[0017] Further, the height H of the cement house body in the vertical direction satisfies: 2.5m≤H≤3.5m; and / or the thickness h of the cement house body satisfies: 2.5m≤h≤3.5m.

[0018] Further, the length L of the cement house body along the horizontal direction satisfies: 4.5m≤L≤6m; and / or the width W of the cement house body along the horizontal direction satisfies: 2m≤W≤4m.

[0019] By applying the technical solution of the present invention, there is provided an assembled cement house, comprising at least two cement house bodies, a docking structure and a connecting structure; the at least two cement house bodies are arranged in sequence up and down in the vertical direction, the cement house body comprises a first mounting module, a second mounting module, a third mounting module, a fourth mounting module and a fifth mounting module arranged on the top which are arranged in sequence in the horizontal direction, the first mounting module, the second mounting module and the fourth mounting module respectively correspond to a first submodule, a second submodule and a third submodule of different sizes and shapes which are connected to each other; a plurality of docking structures are respectively arranged between two adjacent submodules to fix the two adjacent submodules in connection; a plurality of connecting structures are respectively arranged at the diagonals between two adjacent cement house bodies to fix the two adjacent cement house bodies in connection.

[0020] In this way, through modular design, the cement house body can be prefabricated in the factory. The different sizes and shapes of the first submodule, the second submodule and the third submodule can meet the needs of structures of different sizes. There is no need to cast on site, which greatly reduces the on-site construction time and labor intensity. At the same time, modular production facilitates quality control and cost management. The use of multiple docking structures to connect adjacent submodules and the setting of connecting structures at the diagonal points of the cement house body can ensure the precise positioning and stable connection of the cement house body during the assembly process, effectively improving the structural stability and seismic resistance of the entire prefabricated cement house. In addition, the prefabricated submodules and reusable module design reduce the construction cost and avoid the one-time use of molds in traditional on-site casting. At the same time, the modular and standardized production process improves construction efficiency and reduces construction difficulty. The flexibility of the prefabricated cement house enables it to adapt to different environmental factors, such as obstacles, soil bearing capacity, wind speed and light conditions. Modular production can adjust the design according to on-site conditions to ensure construction safety and the stability and durability of the cement house, thereby solving the problem that the cement house construction method in the prior art needs to be cast on site and is difficult to meet the needs of structures of different sizes, resulting in low construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] The drawings constituting a part of the present application are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the drawings:

[0022] Figure 1 The overall structural schematic diagram of an embodiment of a prefabricated cement house according to the present invention is shown;

[0023] Figure 2 A structural schematic diagram showing a connection structure of an embodiment of a prefabricated cement house according to the present invention;

[0024] Figure 3 A structural schematic diagram of a docking structure of an embodiment of a prefabricated cement house according to the present invention is shown.

[0025] The above drawings include the following reference numerals:

[0026] 10. Cement house body; 11. First installation module; 110. First submodule; 111. First window; 111a. First gap; 112. Entrance and exit door; 112a. Second gap; 12. Second installation module; 120. Second submodule; 121. Second window; 121a. Third gap; 13. Fourth installation module; 130. Third submodule; 131. Third window; 131a. Fourth gap; 20. Docking structure; 21. Docking protrusion; 22. Docking recess; 30. Connection structure; 31. Positioning pin; 32. Positioning hole. DETAILED DESCRIPTION

[0027] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present application can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0028] In order to solve the problem that the construction method of cement houses in the prior art requires on-site pouring and is difficult to meet the needs of structures of different sizes, resulting in low construction efficiency, the present invention provides an assembled cement house.

[0029] Please refer to Figures 1 to 3As shown, one aspect of the technical solution of the present invention is applied, providing an assembled cement house, comprising at least two cement house bodies 10, a docking structure 20 and a connecting structure 30; at least two cement house bodies 10 are arranged in sequence up and down in the vertical direction, and the cement house body 10 comprises a first mounting module 11, a second mounting module 12, a third mounting module, a fourth mounting module 13 and a fifth mounting module arranged on the top arranged in sequence in the horizontal direction, and the first mounting module 11, the second mounting module 12 and the fourth mounting module 13 respectively correspond to a first submodule 110, a second submodule 120 and a third submodule 130 of different sizes and shapes connected to each other; a plurality of docking structures 20 are respectively arranged between two adjacent submodules to fix the two adjacent submodules in connection; a plurality of connecting structures 30 are respectively arranged at the diagonals between two adjacent cement house bodies 10 to fix the two adjacent cement house bodies 10 in connection.

[0030] The technical solution applied to this embodiment is that, through modular design, the cement house body 10 can be prefabricated in the factory. The different sizes and shapes of the first submodule 110, the second submodule 120 and the third submodule 130 can meet the needs of structures of different sizes. There is no need for on-site casting, which greatly reduces the on-site construction time and labor intensity. At the same time, modular production facilitates quality control and cost management. The use of multiple docking structures 20 to connect adjacent submodules and the provision of connecting structures 30 at the diagonal points of the cement house body 10 can ensure the precise positioning and stable connection of the cement house body 10 during the assembly process, effectively improving the structural stability and earthquake resistance of the entire prefabricated cement house. In addition, the prefabricated submodules and reusable module design reduce construction costs and avoid the one-time use of molds in traditional on-site casting. At the same time, the modular and standardized production process improves construction efficiency and reduces construction difficulty. The flexibility of prefabricated cement houses enables them to adapt to different environmental factors, such as obstacles, soil bearing capacity, wind speed and light conditions. Modular production can adjust the design according to site conditions to ensure construction safety and the stability and durability of the cement house, thereby solving the problem that the existing cement house construction method requires on-site casting and is difficult to meet the needs of structures of different sizes, resulting in low construction efficiency.

[0031] In the present application, at least two first windows 111 are provided on the first installation module 11, and first notches 111a are provided on the outer peripheral surfaces of at least four first submodules 110, and the first notches 111a on at least two first submodules 110 are arranged around to form the first window 111; wherein, the inner wall surface of the first notch 111a is an arc surface or an L-shaped surface. In this way, the use of an arc surface or an L-shaped surface as the inner wall surface design of the first notch 111a can increase the mechanical properties at the module interface. The arc surface design can disperse the pressure around the window and reduce stress concentration, while the L-shaped surface can provide additional support and enhance the connection strength around the window. Both designs can improve the overall structural stability of the prefabricated cement house. In addition, by surrounding the first notch 111a on the first submodule 110 to form the first window 111, the size and position of the window can be adjusted according to actual needs. This flexible design not only meets the lighting and ventilation requirements of the building, but also can optimize the appearance according to the design requirements and improve the aesthetics of the building.

[0032] In the present application, the first installation module 11 is also provided with an entrance and exit door 112, and the outer peripheral surfaces of at least two first submodules 110 are provided with second notches 112a, and the second notches 112a on at least two second submodules 120 are arranged around to form the entrance and exit door 112; wherein, the inner wall surface of the second notch 112a is an L-shaped surface. In this way, the design of the second notch 112a of the L-shaped surface can provide additional support and connection area, making the structure of the door frame area more stable. And by surrounding the second notch 112a to form the entrance and exit door 112, the position and size of the door can be flexibly adjusted according to actual needs, the spatial layout can be optimized, and different usage requirements, such as personnel entry and exit, equipment transportation, etc., can be met.

[0033] In the present application, at least two second windows 121 are provided on the second installation module 12, and third notches 121a are provided on the outer peripheral surfaces of at least four second submodules 120, and the third notches 121a on at least two second submodules 120 are arranged around to form the second window 121; wherein, the inner wall surface of the third notch 121a is an arc surface or an L-shaped surface. In this way, the design of the arc surface and the L-shaped surface can increase the mechanical strength at the module interface, effectively disperse the stress around the window, and reduce the stress concentration point, thereby improving the structural stability and durability of the entire prefabricated cement room in the window area. By arranging the second window 121 on the second installation module 12, the ventilation and lighting conditions of the prefabricated cement room can be effectively improved, providing better natural light and air circulation for the internal space, and creating a more comfortable living or working environment. And the design of the third notch 121a allows the window opening to be completed in the factory prefabrication stage, avoiding the complexity and uncertainty of the on-site opening, simplifying the production and on-site installation process, and improving the construction efficiency.

[0034] In the present application, at least two third windows 131 are provided on the fourth security module, and at least four third submodules 130 are provided with fourth notches 131a on the outer peripheral surface, and the fourth notches 131a on at least two third submodules 130 are arranged around to form the third window 131; wherein, the inner wall surface of the fourth notch 131a is an arc surface or an L-shaped surface. In this way, the design of the fourth notch 131a of the arc surface or the L-shaped surface provides a larger contact area around the window, thereby increasing the structural strength and stability of the window area. Such a design can effectively disperse the stress around the window, reduce stress concentration, and make the assembled cement room more stable when encountering external impact or environmental changes. In addition, the standardized design of the fourth notch 131a allows the opening of the third window 131 to be completed in the prefabrication stage, reducing the complexity and uncertainty of on-site construction, simplifying the production and installation process, and improving construction efficiency. Whether it is a curved surface or an L-shaped surface design, it can be closely matched with the docking structure 20, enhance the sealing between modules, reduce heat loss, thereby improving the thermal insulation performance of the cement room and reducing energy consumption.

[0035] like Figure 3 As shown, the docking structure 20 includes a docking protrusion 21 and a docking recess 22 that are connected to each other in a cooperative manner. The docking protrusion 21 is arranged on one of the two adjacent submodules, and the docking recess 22 is arranged on the other of the two adjacent submodules. In the above arrangement, the docking protrusion 21 and the docking recess 22 can be connected in a mortise and tenon, threaded connection mode, etc. In this way, the docking protrusion 21 or the docking recess 22 is pre-installed when the module is prefabricated, and only the protrusion and the recess need to be aligned and fixed during on-site assembly, which greatly simplifies the assembly process and improves on-site construction efficiency. In addition, it can provide a good sealing effect, reduce the penetration of air, water or other external factors, and enhance the waterproof, dustproof and thermal insulation properties of the prefabricated cement house.

[0036] like Figure 2 As shown, two adjacent cement house bodies 10 have a first mounting surface and a second mounting surface that are arranged opposite to each other, and the connection structure 30 includes a positioning pin 31 and a positioning hole 32 that are connected to each other in a matching manner, the positioning pin 31 is arranged on one of the first mounting surface and the second mounting surface, and the positioning hole 32 is arranged on the other of the first mounting surface and the second mounting surface. In this way, the positioning pin 31 can be pre-buried in the cement house body 10 during the prefabrication stage, and it is only necessary to align the mounting surfaces of the two cement house bodies 10 on site and align the positioning pin 31 with the positioning hole 32, which simplifies the on-site installation process, reduces the complexity of on-site operations, and improves assembly efficiency. It also has a high degree of adaptability and versatility, and can be applied to cement house bodies 10 of different sizes and shapes, ensuring a stable connection between different modules, and enhancing the modular design capability and on-site adaptability of the prefabricated cement house.

[0037] Specifically, the inner walls of the first installation module 11, the second installation module 12, the third installation module, the fourth installation module 13 and the fifth installation module are all provided with a plurality of reinforcing ribs, which are arranged alternately in the vertical direction and the horizontal direction. Such an arrangement can significantly enhance the structural strength inside the module, effectively disperse and bear external forces by providing support in different directions, and improve the compression and seismic performance of the entire prefabricated cement room. In addition, the rigidity of the module is increased, which helps to prevent deformation or distortion when subjected to force, and ensures the stability and durability of the module and the entire prefabricated cement room.

[0038] In this embodiment, the height H of the cement house body 10 in the vertical direction satisfies: 2.5m≤H≤3.5m; the thickness h of the cement house body 10 satisfies: 2.5m≤h≤3.5m. In this way, the spaciousness of the internal space and the stability of the structure can be balanced according to the setting of different height and thickness parameters, ensuring that the prefabricated cement house does not increase excessive material usage and cost while providing sufficient internal space. Such a size design can reasonably plan space for application scenarios such as residences, small commercial facilities and public buildings, improve living and use comfort, and control construction costs.

[0039] In this embodiment, the length L of the cement house body 10 in the horizontal direction satisfies: 4.5m≤L≤6m; the width W of the cement house body 10 in the horizontal direction satisfies: 2m≤W≤4m. In this way, modular design can be easily realized according to the set length and width range, so that the cement house body 10 can adapt to various construction needs through different numbers and combinations of modules, such as living spaces, offices or public facilities of different sizes. This flexibility helps to respond quickly to market demand and simplify the design and construction process. In addition, the limited size range is conducive to rapid assembly on site, and the size of the module is moderate, which is convenient for hoisting and positioning, and will not increase the complexity of assembly due to being too large, thereby improving construction efficiency and shortening the construction period.

[0040] From the above description, it can be seen that the above embodiments of the present invention achieve the following technical effects:

[0041] The assembled cement room comprises at least two cement room bodies 10, a docking structure 20 and a connecting structure 30; at least two cement room bodies 10 are arranged in sequence up and down in the vertical direction, and the cement room body 10 comprises a first mounting module 11, a second mounting module 12, a third mounting module, a fourth mounting module 13 and a fifth mounting module arranged on the top which are arranged in sequence in the horizontal direction, and the first mounting module 11, the second mounting module 12 and the fourth mounting module 13 respectively correspond to a first submodule 110, a second submodule 120 and a third submodule 130 of different sizes and shapes connected to each other; a plurality of docking structures 20 are respectively arranged between two adjacent submodules to fix the two adjacent submodules in connection; a plurality of connecting structures 30 are respectively arranged at the diagonals between two adjacent cement room bodies 10 to fix the two adjacent cement room bodies 10 in connection. In this way, through modular design, the cement house body 10 can be prefabricated in the factory. The different sizes and shapes of the first submodule 110, the second submodule 120 and the third submodule 130 can meet the needs of structures of different sizes. There is no need for on-site casting, which greatly reduces on-site construction time and labor intensity. At the same time, modular production facilitates quality control and cost management. The use of multiple docking structures 20 to connect adjacent submodules and the provision of connecting structures 30 at the diagonal points of the cement house body 10 can ensure the precise positioning and stable connection of the cement house body 10 during the assembly process, effectively improving the structural stability and earthquake resistance of the entire prefabricated cement house. In addition, the prefabricated submodules and reusable module design reduce construction costs and avoid the one-time use of molds in traditional on-site casting. At the same time, the modular and standardized production process improves construction efficiency and reduces construction difficulty. The flexibility of prefabricated cement houses enables them to adapt to different environmental factors, such as obstacles, soil bearing capacity, wind speed and light conditions. Modular production can adjust the design according to site conditions to ensure construction safety and the stability and durability of the cement house, thereby solving the problem that the existing cement house construction method requires on-site casting and is difficult to meet the needs of structures of different sizes, resulting in low construction efficiency.

[0042] It should be noted that the terms used herein are only for describing specific embodiments and are not intended to limit the exemplary embodiments according to the present application. As used herein, unless the context clearly indicates otherwise, the singular form is also intended to include the plural form. In addition, it should be understood that when the terms "comprise" and / or "include" are used in this specification, it indicates the presence of features, steps, operations, devices, components and / or combinations thereof.

[0043] Unless otherwise specifically stated, the relative arrangement of the parts and steps described in these embodiments, numerical expressions and numerical values ​​do not limit the scope of the present invention. At the same time, it should be understood that, for ease of description, the sizes of the various parts shown in the accompanying drawings are not drawn according to the actual proportional relationship. The technology, method and equipment known to ordinary technicians in the relevant field may not be discussed in detail, but in appropriate cases, the technology, method and equipment should be regarded as a part of the authorization specification. In all examples shown and discussed here, any specific value should be interpreted as being merely exemplary, rather than as a limitation. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters represent similar items in the following drawings, so once a certain item is defined in an accompanying drawing, it does not need to be further discussed in subsequent drawings.

[0044] In the description of the present invention, it is necessary to understand that the directions or positional relationships indicated by directional words such as "front, back, up, down, left, right", "lateral, vertical, perpendicular, horizontal" and "top, bottom" are usually based on the directions or positional relationships shown in the drawings. They are only for the convenience of describing the present invention and simplifying the description. Unless otherwise specified, these directional words do not indicate or imply that the devices or elements referred to must have a specific direction or be constructed and operated in a specific direction. Therefore, they cannot be understood as limiting the scope of protection of the present invention. The directional words "inside and outside" refer to the inside and outside relative to the contours of each component itself.

[0045] For ease of description, spatially relative terms such as "above", "above", "on the upper surface of", "above", etc. may be used here to describe the spatial positional relationship between a device or feature and other devices or features as shown in the figure. It should be understood that spatially relative terms are intended to include different orientations of the device in use or operation in addition to the orientation described in the figure. For example, if the device in the accompanying drawings is inverted, the device described as "above other devices or structures" or "above other devices or structures" will be positioned as "below other devices or structures" or "below other devices or structures". Thus, the exemplary term "above" can include both "above" and "below". The device can also be positioned in other different ways (rotated 90 degrees or in other orientations), and the spatially relative descriptions used here are interpreted accordingly.

[0046] In addition, it should be noted that the use of terms such as "first" and "second" to limit components is only for the convenience of distinguishing the corresponding components. If not otherwise stated, the above terms have no special meaning and therefore cannot be understood as limiting the scope of protection of the present invention.

[0047] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. An assembled cement house, characterized in that: include: At least two cement house bodies (10) are arranged in sequence up and down in a vertical direction, the cement house bodies (10) comprising a first installation module (11), a second installation module (12), a third installation module, a fourth installation module (13) arranged in sequence in a horizontal direction, and a fifth installation module arranged on the top, the first installation module (11), the second installation module (12) and the fourth installation module (13) respectively correspondingly comprising a plurality of first submodules (110), second submodules (120) and third submodules (130) of different sizes and shapes connected to each other; A plurality of docking structures (20) are respectively arranged between two adjacent submodules so as to fix the two adjacent submodules in connection; A plurality of connection structures (30) are respectively arranged at the diagonal positions between two adjacent cement house bodies (10) so as to provide a fixed connection between the two adjacent cement house bodies (10).

2. The assembled cement house according to claim 1, characterized in that: At least two first windows (111) are provided on the first installation module (11), first notches (111a) are provided on the outer circumferences of at least four of the first submodules (110), and the first notches (111a) on at least two of the first submodules (110) are arranged around to form the first window (111); Wherein, the inner wall surface of the first notch (111a) is an arc-shaped surface or an L-shaped surface.

3. The assembled cement house according to claim 2, characterized in that: The first installation module (11) is also provided with an entrance and exit door (112), the outer circumferential surfaces of at least two of the first submodules (110) are provided with second notches (112a), and the second notches (112a) on at least two of the second submodules (120) are arranged around to form the entrance and exit door (112); Wherein, the inner wall surface of the second notch (112a) is an L-shaped surface.

4. The assembled cement house according to claim 1, characterized in that: The second installation module (12) is provided with at least two second windows (121), the outer circumferences of at least four of the second submodules (120) are provided with third notches (121a), and the third notches (121a) on at least two of the second submodules (120) are arranged around to form the second window (121); Wherein, the inner wall surface of the third notch (121a) is an arc-shaped surface or an L-shaped surface.

5. The assembled cement house according to claim 1, characterized in that: At least two third windows (131) are provided on the fourth mounting module, and fourth notches (131a) are provided on the outer circumferences of at least four of the third submodules (130), and the fourth notches (131a) on at least two of the third submodules (130) are arranged around to form the third window (131); Wherein, the inner wall surface of the fourth notch (131a) is an arc-shaped surface or an L-shaped surface.

6. The assembled cement house according to claim 1, characterized in that: The docking structure (20) comprises a docking protrusion (21) and a docking recess (22) which are connected to each other in a cooperative manner, wherein the docking protrusion (21) is arranged on one of the two adjacent submodules, and the docking recess (22) is arranged on the other of the two adjacent submodules.

7. The assembled cement house according to claim 1, characterized in that: Two adjacent cement house bodies (10) are provided with a first mounting surface and a second mounting surface which are arranged opposite to each other, and the connection structure (30) comprises a positioning pin (31) and a positioning hole (32) which are connected to each other in a matching manner, the positioning pin (31) being arranged on one of the first mounting surface and the second mounting surface, and the positioning hole (32) being arranged on the other of the first mounting surface and the second mounting surface.

8. The assembled cement house according to claim 1, characterized in that: The inner side walls of the first mounting module (11), the second mounting module (12), the third mounting module, the fourth mounting module (13) and the fifth mounting module are each provided with a plurality of reinforcing ribs, and the plurality of reinforcing ribs are respectively arranged in a staggered manner along the vertical direction and the horizontal direction.

9. The assembled cement house according to claim 1, characterized in that: The height H of the cement house body (10) in the vertical direction satisfies: 2.5m≤H≤3.5m; and / or, The thickness h of the cement house body (10) satisfies: 2.5m≤h≤3.5m.

10. The assembled cement house according to claim 1, characterized in that: The length L of the cement house body (10) in the horizontal direction satisfies: 4.5m≤L≤6m; and / or, The width W of the cement house body (10) in the horizontal direction satisfies: 2m≤W≤4m.

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