Modeling structure of pseudo-classic architecture Shenque

Abstract

The modeling structure is applied to the pseudo-classic architecture and comprises a prefabricated wall structure, the prefabricated wall structure is arranged on the peripheral surface of the pseudo-classic architecture, the lower end of the prefabricated wall structure is connected with a foundation beam, and a plurality of connecting plates are arranged at the upper end of the prefabricated wall structure at intervals; the outer wall attachment structure comprises a thick ground beam foundation which surrounds the periphery of the bottom of the prefabricated wall structure and is embedded in the foundation, and a modeling inclined wall is obliquely arranged between the connecting plate and the thick ground beam foundation; the building observation structure comprises a connecting wall arranged at the upper end of the connecting plate, the inclination of the outer surface of the connecting wall is consistent with that of the modeling inclined wall, the upper end of the connecting wall is fixedly connected with the lower end of the upper structural beam, and the upper structural beam extends outwards to form a building observation table; a GRC inclined supporting column is fixedly connected between the end, away from the outer wall attachment structure, of the building observation table and the connecting plate.

Description

Technical Field

[0001] The utility model relates to the technical field of antique building modeling, in particular to a modeling structure of an antique building que platform. Background Art

[0002] Que, also known as Quetai, Quelou and Quemen, is a high building in front of ancient cities, city gates, temples and tombs. Usually there is one on each side, built into a high platform with a tower on top. Quetai has inclined columns and inclined walls. Generally, the inclined columns of Quetai are cantilever structures, which makes reinforced concrete construction difficult. The inclined wall shape wastes materials in masonry, requires the re-erection of the operating frame, and the uneven thickness of the plastering makes construction difficult.

[0003] In addition, inclined walls have horizontal force components relative to vertical walls when under load, and problems such as settlement and wall sliding and deformation are more likely to occur.

[0004] Therefore, there is an urgent need for an antique quetai shape structure that can be easily constructed and effectively solve the problem of inclined wall settlement. Utility Model Content

[0005] In order to solve the above problems, the utility model provides a modeling structure of an antique building que platform, and the utility model is implemented as follows:

[0006] A modeling structure of an antique building quetai, applied to antique buildings, comprises:

[0007] A prefabricated wall structure, wherein the prefabricated wall structure is arranged on the outer peripheral surface of the antique building, and the lower end of the prefabricated wall structure is connected to the foundation beam, and a plurality of connecting plates are arranged at intervals at the upper end of the prefabricated wall structure;

[0008] An external wall attachment structure, the external wall attachment structure comprising a thick ground beam foundation that passes through the bottom periphery of the prefabricated wall structure and is buried in the foundation, and a shaped inclined wall is obliquely arranged between the connecting plate and the thick ground beam foundation;

[0009] A building observation structure, the building observation structure includes a connecting wall arranged on the upper end of the connecting plate, the outer surface slope of the connecting wall is consistent with the shaped inclined wall, the upper end of the connecting wall is fixedly connected to the lower end of the upper structural beam, the upper structural beam extends outward to form a building observation platform, and a GRC inclined support column is fixedly connected between the end of the building observation platform away from the external wall attachment structure and the connecting plate.

[0010] Preferably, the inclination angle of the shaped inclined wall is 1-5°.

[0011] Preferably, the shaped inclined wall is a 6 cm thick lightweight reinforced concrete precast slab, the width of the thick ground beam foundation is 1 m, and the thickness of the thick ground beam foundation is 0.15 m.

[0012] As a further improvement, it also includes an unloading cantilever plate, the prefabricated wall structure passes through the unloading cantilever plate, the unloading cantilever plate is connected to the inner surface of the shaped inclined wall, and the unloading cantilever plate divides the shaped inclined wall into two sizes of 4.3m and 2.3m, the unloading cantilever plate is 0.5m wide and 0.12m thick.

[0013] As a further improvement, corresponding first reserved embedded reinforcement bars are respectively provided at the upper and lower ends of the shaped inclined wall, and the shaped inclined wall is fixedly connected to the connecting plate and the thick ground beam foundation respectively through the first reserved embedded reinforcement bars.

[0014] As a further improvement, corresponding second reserved embedded bars are respectively provided at the upper and lower ends of the GRC oblique support column, and the GRC oblique support column is fixedly connected to the upper structure beam and the connecting plate respectively through the second reserved embedded bars.

[0015] As a further improvement, the connecting plate includes a prefabricated plate body, the outer surface of which is fixedly provided with an inclined column base by anchoring, and the lower end of the GRC inclined support column is fixedly connected to the inclined column base by the second reserved anchoring.

[0016] The beneficial effects of the utility model are:

[0017] 1. Modifying the cast-in-place reinforced concrete inclined column to a bottom support plus GRC inclined column component can avoid the difficulty of cantilevered inclined column reinforced concrete construction. GRC inclined column components are light and fast to produce, which effectively improves construction efficiency.

[0018] 2. During the construction of the main structure, steel bars are reserved for the fixed installation of the inclined column GRC components, which facilitates the stable installation of the shaped inclined columns and convenient construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0020] Figure 2 It is a schematic diagram of the overall structure of the utility model.

[0021] Figure 3 It is a schematic diagram of the overall structure of the building structure of the utility model. DETAILED DESCRIPTION

[0022] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model. Therefore, the following detailed description of the embodiments of the utility model provided in the drawings is not intended to limit the scope of the utility model for which protection is claimed, but merely represents selected embodiments of the utility model.

[0023] In the description of the present invention, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features.

[0024] A modeling structure of an antique building quetai, applied to antique buildings, comprises:

[0025] A prefabricated wall structure 1, wherein the prefabricated wall structure 1 is arranged on the outer peripheral surface of the antique building, and the lower end of the prefabricated wall structure 1 is connected to a foundation beam 11, and a plurality of connecting plates 12 are arranged at intervals at the upper end of the prefabricated wall structure 1;

[0026] The external wall attachment structure 2 includes a thick ground beam foundation 21 which is buried in the foundation and passes through the bottom periphery of the prefabricated wall structure 1, and a slanted wall 22 is obliquely arranged between the connection plate 12 and the thick ground beam foundation 21;

[0027] The building structure 3 includes a connecting wall 31 arranged at the upper end of the connecting plate 12, the outer surface inclination of the connecting wall 31 is consistent with the modeling inclined wall 22, the upper end of the connecting wall 31 is fixedly connected to the lower end of the upper structural beam, and the upper structural beam extends outward to form a building observation platform 32, and a GRC inclined support column 33 is fixedly connected between the end of the building observation platform 32 away from the external wall attachment structure 2 and the connecting plate 12.

[0028] Preferably, the inclination angle of the molding inclined wall 22 is 1-5°.

[0029] Preferably, the shaped inclined wall 22 is a 6 cm thick lightweight reinforced concrete prefabricated slab, the width of the thick ground beam foundation 21 is 1 m, and the thickness of the thick ground beam foundation 21 is 0.15 m.

[0030] As a further improvement, it also includes an unloading cantilever plate 4, the prefabricated wall structure 1 passes through the unloading cantilever plate 4, the unloading cantilever plate 4 is connected to the inner surface of the shaped inclined wall 22, and the unloading cantilever plate 4 divides the shaped inclined wall 22 into two sizes of 4.3m and 2.3m, the unloading cantilever plate 4 is 0.5m wide, and the unloading cantilever plate 4 is 0.12m thick.

[0031] As a further improvement, corresponding first reserved embedded bars 34 are respectively provided at the upper and lower ends of the shaped inclined wall 22, and the shaped inclined wall 22 is fixedly connected to the connecting plate 12 and the thick ground beam foundation 21 through the first reserved embedded bars 34.

[0032] As a further improvement, corresponding second reserved anchor bars 35 are respectively provided at the upper and lower ends of the GRC oblique support column 33 , and the GRC oblique support column 33 is fixedly connected to the upper structural beam and the connecting plate 12 respectively through the second reserved anchor bars 35 .

[0033] As a further improvement, the connecting plate 12 includes a prefabricated plate body, the outer surface of which is fixedly provided with an inclined column base by anchoring, and the lower end of the GRC inclined support column 33 is fixedly connected to the inclined column base by the second reserved anchoring 35.

[0034] The above description is only the preferred implementation of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A modeling structure of an antique building quetai, applied to antique buildings, characterized in that: include: A prefabricated wall structure, wherein the prefabricated wall structure is arranged on the outer peripheral surface of the antique building, and the lower end of the prefabricated wall structure is connected to the foundation beam, and a plurality of connecting plates are arranged at intervals at the upper end of the prefabricated wall structure; An external wall attachment structure, the external wall attachment structure comprising a thick ground beam foundation that passes through the bottom periphery of the prefabricated wall structure and is buried in the foundation, and a shaped inclined wall is obliquely arranged between the connecting plate and the thick ground beam foundation; A building observation structure, the building observation structure includes a connecting wall arranged on the upper end of the connecting plate, the outer surface slope of the connecting wall is consistent with the shaped inclined wall, the upper end of the connecting wall is fixedly connected to the lower end of the upper structural beam, the upper structural beam extends outward to form a building observation platform, and a GRC inclined support column is fixedly connected between the end of the building observation platform away from the external wall attachment structure and the connecting plate.

2. The shape structure of the antique building tower as claimed in claim 1, characterized in that: The inclination angle of the modeling inclined wall is 1-5°.

3. The shape structure of the antique building tower as claimed in claim 1, characterized in that: The shaped inclined wall is a 6 cm thick lightweight reinforced concrete prefabricated slab, the width of the thick ground beam foundation is 1 m, and the thickness of the thick ground beam foundation is 0.15 m.

4. The modeling structure of the antique building tower as claimed in claim 1, characterized in that: It also includes an unloading cantilever plate, the prefabricated wall structure passes through the unloading cantilever plate, the unloading cantilever plate is connected to the inner surface of the shaped inclined wall, and the unloading cantilever plate divides the shaped inclined wall into two sizes of 4.3m and 2.3m. The unloading cantilever plate is 0.5m wide and 0.12m thick.

5. The modeling structure of the antique building tower as claimed in claim 1, characterized in that: The upper and lower ends of the shaped inclined wall are respectively provided with corresponding first reserved embedded reinforcement bars, and the shaped inclined wall is respectively fixedly connected to the connecting plate and the thick ground beam foundation through the first reserved embedded reinforcement bars.

6. The modeling structure of the antique building tower as claimed in claim 1, characterized in that: The upper and lower ends of the GRC oblique support column are respectively provided with corresponding second reserved embedded bars, and the GRC oblique support column is fixedly connected to the upper structure beam and the connecting plate respectively through the second reserved embedded bars.

7. The modeling structure of the antique building tower as claimed in claim 6, characterized in that: The connecting plate comprises a prefabricated plate body, an outer surface of which is fixedly provided with an inclined column base by anchoring, and the lower end of the GRC inclined support column is fixedly connected to the inclined column base by the second reserved anchoring.

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