Integrated thin-shell composite wall in a modular concrete structure

Abstract

The utility model relates to modularization building technical field, especially is integrated thin shell combination wall body in concrete modularization structure, including thin shell structure board, prefabricated beam, prefabricated wall and supporting embedded part and reserved hole, the thin shell structure board is installed in the vertical setting prefabricated wall's outside elevation along the front -back direction, is equipped with prefabricated beam at the top of prefabricated wall, the embedded part includes anchor plate and a plurality of internal embedding nut, the middle part of anchor plate is embedded in the inside of prefabricated beam and its left and right ends all stretch to outside, each internal embedding nut is embedded in the both sides of prefabricated wall, prefabricated beam respectively and is used for supporting wall body inclined support respectively, the integrated thin shell combination wall body of the utility model is prefabricated after factory, carries out assembling and constitutes module building unit, has reduced the complexity and difficulty of on -the -spot construction, improves work efficiency, compared with traditional construction, the integrated thin shell combination wall body in concrete modularization structure has greatly shortened the construction period.

Description

Technical Field

[0001] This utility model relates to the field of modular building technology, and in particular to integrated thin-shell composite walls in concrete modular structures. Background Technology

[0002] Modular building is an emerging building structure system in which each room is a modular unit, prefabricated in a factory, transported to the site, and assembled into a whole building through reliable connection methods.

[0003] It has many advantages such as convenient installation, fast construction speed, and controllable quality, and is an important technological innovation in the field of modern construction.

[0004] Integrated thin-shell composite walls in modular concrete structures are suitable for various building types and functional requirements. They can be customized to create various facade effects according to the characteristics and design requirements of the building, meeting the architectural needs of different styles and requirements.

[0005] Integrated thin-shell composite walls in modular concrete structures can be combined with intelligent systems, green building systems, etc., to improve the overall performance and sustainability of buildings.

[0006] Integrated thin-shell composite walls in modular concrete structures, as part of modular integrated buildings, have advantages such as convenient installation, fast construction speed, and controllable quality.

[0007] It not only saves costs and improves construction efficiency, but also provides design flexibility and functionality. Modular integrated buildings are expected to see wider application and promotion in the future construction market.

[0008] Based on this, this utility model designs a novel integrated thin-shell composite wall in a modular concrete structure. Utility Model Content

[0009] To solve one of the aforementioned technical problems, the present invention employs the following technical solution: an integrated thin-shell composite wall in a modular concrete structure, comprising a thin-shell structural plate, a precast beam, a precast wall, and matching embedded parts and reserved holes; the thin-shell structural plate is installed along the front-back direction on the outer facade of the vertically arranged precast wall; a precast beam is provided at the top of the precast wall; the embedded parts include an anchor plate and several embedded nuts, the middle part of the anchor plate is embedded inside the precast beam and both its left and right ends extend to the outside, and each embedded nut is embedded on both sides of the precast wall and the precast beam and is used to support the wall's diagonal bracing;

[0010] The precast beams and the precast walls are fixed together vertically, and the thin-shell structural panels are fixed to the precast walls from the front and back.

[0011] Based on any of the above technical solutions, a further optimization is made as follows: a number of lifting nails are spaced apart on the top of the precast beam, the number of the lifting nails is not less than 2 and they are located in the middle area of ​​the top of the precast wall; the lifting weight of the lifting nails is not less than 4 tons, and they are used for component transfer in the factory and hoisting operations on the construction site.

[0012] Based on any of the above technical solutions, a further optimization is made by providing several threaded blind holes at intervals at the bottom of the precast wall.

[0013] Based on any of the above technical solutions, a further optimization is made as follows: wall-side through grooves are respectively provided on both sides of the precast wall along its height direction, and the top of each wall-side through groove extends to the bottom of the precast beam.

[0014] Based on any of the above technical solutions, a further optimization is made: each reserved hole is set at a preset position in the precast wall and precast beam.

[0015] Based on any of the above technical solutions, a further optimization is made as follows: both the precast wall and the precast beam are equipped with reinforced structures inside; the reinforcement inside the precast wall is arranged longitudinally in the vertical direction.

[0016] Based on any of the above technical solutions, a further optimization is to add a transverse reinforcing rib along the left and right directions at the location of the embedded nut, and the transverse reinforcing rib is connected to the longitudinal reinforcement.

[0017] Based on any of the above technical solutions, a further optimization is made: the reinforcement in the precast beam is arranged longitudinally in the left-right direction, and additional dense reinforcement is added in the up-down direction at the keyway position at the beam end.

[0018] Based on any of the above technical solutions, a further optimization is made: all the reinforcement is located inside the component and is not exposed, and the ends of the reinforcement are connected to the embedded parts embedded in the precast wall and precast beam to enhance the overall structural stability.

[0019] Based on any of the above technical solutions, a further optimization is made as follows: keyways are provided on both end faces of the precast beam, the keyways being grooves recessed into the interior of the precast beam, and the inner wall surface of the grooves being a rough surface.

[0020] Based on any of the above technical solutions, the following further optimization is made: the thin-shell structural panel is made of environmentally friendly materials and is fixedly attached to the outside of the precast wall with both ends flush with the precast wall, covering the entire height of the precast wall in the vertical direction and having sound insulation, heat insulation and thermal insulation properties.

[0021] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0022] 1. Easy Installation: The integrated thin-shell composite wall in the modular concrete structure is prefabricated in the factory and then assembled into modular building units, reducing the complexity and difficulty of on-site construction and improving work efficiency. Compared with traditional construction, the integrated thin-shell composite wall in the modular concrete structure can significantly shorten the construction period.

[0023] 2. Fast construction speed: On-site construction only requires assembly and splicing, resulting in extremely fast construction speed. Compared to traditional construction methods, the construction speed can be increased by more than 50%.

[0024] 3. Controllable quality: During production in the factory, advanced production equipment and processes ensure that the quality meets the standard requirements, effectively avoiding errors and quality problems during the construction process.

[0025] 4. Sustainable Development: The integrated thin-shell composite walls in modular concrete structures extensively utilize environmentally friendly materials, such as thermal insulation and heat insulation materials, effectively improving the thermal resistance performance of the walls and reducing energy consumption. At the same time, it also plays a positive role in environmental protection. Attached Figure Description

[0026] To more clearly illustrate the specific embodiments of this utility model or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. In all the drawings, similar elements or components are generally identified by similar reference numerals. In the drawings, the elements or components are not necessarily drawn to scale.

[0027] Figure 1 This is a three-dimensional view of the present invention.

[0028] Figure 2 This is a front view of the present invention.

[0029] Figure 3 This is a side view of the present invention.

[0030] Figure 4 This is a top view of the present invention.

[0031] Figure 5 This is the reinforcement drawing for this utility model.

[0032] Figure 6This is a detailed drawing of the wall-side through groove of this utility model.

[0033] Figure 7 This is a detailed drawing of the beam end keyway of this utility model.

[0034] In the figure, 1. Thin-shell structural plate; 2. Precast beam; 3. Precast wall; 4. Keyway; 5. Reinforced concrete reinforcement; 6. Anchor plate; 7. Embedded nut; 8. Hanging nail; 9. Reinforcement; 10. Transverse reinforcement; 11. Threaded blind hole; 12. Wall side through groove. Detailed Implementation

[0035] The embodiments of the present utility model will now be described in detail with reference to the accompanying drawings. These embodiments are only used to more clearly illustrate the technical solution of the present utility model, and are therefore merely examples and should not be construed as limiting the scope of protection of the present utility model. The specific structure of the present utility model is as follows: Figures 1-7 As shown in the image.

[0036] In modular concrete structures, the integrated thin-shell composite wall is formed by prefabricating, processing, and packaging the building facade materials in a factory, and then combining them with other prefabricated components to form a modular building.

[0037] Example 1: To solve one of the above-mentioned technical problems, the present invention adopts the following technical solution: an integrated thin-shell composite wall in a modular concrete structure, including a thin-shell structural plate 1, a precast beam 2, a precast wall 3, and matching embedded parts and reserved holes; the thin-shell structural plate 1 is installed along the front-back direction on the outer side of the vertically arranged precast wall 3; a precast beam 2 is provided at the top of the precast wall 3; the embedded parts include an anchor plate 6 and several embedded nuts 7, the middle part of the anchor plate 6 is embedded inside the precast beam 2 and both its left and right ends extend to the outside, and each of the embedded nuts 7 is embedded on both sides of the precast wall 3 and the precast beam 2 and is used to support the wall diagonal bracing respectively;

[0038] The precast beam 2 and the precast wall 3 are fixed by splicing them together vertically, and the thin-shell structural plate 1 and the precast wall 3 are fixed together by fixing them from front to back.

[0039] Based on any of the above technical solutions, a further optimization is made as follows: a number of lifting nails 8 are spaced apart on the top of the precast beam 2, the number of lifting nails 8 is not less than 2 and they are located in the middle area of ​​the top of the precast wall 3; the lifting weight of the lifting nails 8 is not less than 4 tons, and they are used for component factory transfer and on-site hoisting operations.

[0040] It should be explained that placing the lifting nail 8 on top of the precast beam 2 and in the middle of the top of the precast wall 3 is to ensure that the position of the lifting nail 8 is precisely matched with the lifting center of gravity of the modular building unit, avoiding tilting of the components during the lifting process and ensuring the stability of transportation and lifting. The design of the lifting nail 8, which can lift a weight of not less than 4 tons, can meet the overall weight requirements of the precast components (including thin shell structural panel 1, precast beam 2, and precast wall 3), eliminating the need for disassembly and lifting, reducing the number of on-site lifting operations, making installation convenient and construction fast, while reducing the risk of component collisions caused by multiple lifting operations and ensuring construction quality.

[0041] Based on any of the above technical solutions, a further optimization is made by providing a number of threaded blind holes 11 at intervals at the bottom of the precast wall 3.

[0042] It should be explained that the pre-drilled threaded blind hole 11 at the bottom of the precast wall 3 is to enable the precast wall 3 to be quickly connected to the foundation or other precast units below. No additional drilling is required on site; the fixing can be completed directly by bolts engaging with the threaded blind hole 11. This avoids damage to the wall structure caused by on-site drilling and ensures the accuracy of the connection position. It also realizes the advantages of factory prefabrication, which allows for precise control of component quality and avoids construction errors, reduces on-site operation procedures, further shortens the construction period, and reduces labor costs.

[0043] Based on any of the above technical solutions, a further optimization is made as follows: wall-side through grooves 12 are respectively provided on the two side walls of the precast wall 3 along their height direction, and the top of each wall-side through groove 12 extends to the bottom of the precast beam 2.

[0044] It should be explained that the wall-side through-groove along the height of the precast wall 3 and extending to the bottom of the precast beam 2 serves the core function of providing a pre-set laying channel for building intelligent systems (such as security and lighting pipelines) and green building systems (such as fresh air and underfloor heating pipelines). This eliminates the need for later slotting in the wall or precast beam 2, protecting the structural integrity of the components and ensuring smooth and continuous pipeline layout, avoiding pipeline intersections and conflicts. It also meets the requirements for integration with intelligent and green building systems, enhancing design flexibility while reducing on-site pipeline construction workload, thus achieving the advantages of cost savings and improved construction efficiency.

[0045] Based on any of the above technical solutions, a further optimization is made: each reserved hole is set at a preset position on the precast wall 3 and the precast beam 2.

[0046] It should be explained that the pre-drilled holes in the precast wall 3 and precast beam 2 at the preset locations are planned in advance based on the functional requirements of the building (such as pipeline installation and equipment installation). During factory prefabrication, the dimensional accuracy and positional accuracy of the holes can be ensured through precision machining. There is no need for secondary drilling on site, which avoids quality problems such as component cracking and dimensional deviation caused by on-site drilling. At the same time, it can directly adapt to the installation requirements of various systems. Factory prefabrication can control quality, reduce construction errors, further improve construction efficiency, and ensure the overall performance of the building.

[0047] Based on any of the above technical solutions, a further optimization is made: both the precast wall 3 and the precast beam 2 are provided with reinforcement 9 structures inside; the reinforcement 9 in the precast wall 3 is arranged longitudinally in the vertical direction.

[0048] It should be explained that the reinforcement 9 structure inside the precast wall 3 and precast beam 2 is designed to meet the structural strength requirements of the components and ensure that the walls and beams can withstand the building's self-weight and external loads (such as wind and seismic forces). The reinforcement 9 inside the precast wall 3 is arranged longitudinally in the vertical direction, which matches the vertical stress characteristics of the wall and can effectively distribute the vertical load, preventing cracking of the wall due to uneven stress. This design avoids the arbitrariness of on-site reinforcement 9 by standardizing the reinforcement 9 in the factory (precisely controlling the spacing and specifications of the reinforcement 9), improving the overall quality and controllability of the building, and ensuring the safety and stability of the modular structure.

[0049] Example 2: Compared with Example 1, this example also includes the following technical features:

[0050] Based on any of the above technical solutions, a further optimization is to add a transverse reinforcing rib 10 along the left and right directions at the location of the embedded nut 7, and the transverse reinforcing rib 10 is connected to the longitudinal reinforcing rib 9.

[0051] It should be explained that the embedded nut 7 is used to connect the wall diagonal brace, which is a stress concentration point. The addition of transverse reinforcing bars 10 along the left and right directions and their connection with the longitudinal reinforcement bars 9 can form a local stress reinforcement structure, effectively dispersing the horizontal force transmitted by the diagonal brace and preventing damage to the concrete around the embedded nut 7 due to stress concentration. At the same time, the connection between the transverse reinforcing bars 10 and the longitudinal reinforcement bars 9 can make the reinforcement bar 9 structure form a whole, improving the shear and torsional resistance of the precast wall 3, improving the overall quality and quality control of the building, and ensuring the reliability of the wall support.

[0052] Based on any of the above technical solutions, a further optimization is made: the reinforcement 9 in the precast beam 2 is arranged longitudinally in the left and right directions, and additional dense reinforcement 5 is added in the up and down directions at the keyway 4 position at the beam end.

[0053] It should be explained that the precast beam 2 mainly bears the lateral load (such as the weight of the upper component and the horizontal force). The reinforcement 9 is arranged longitudinally in the left and right directions to accurately bear the lateral force and avoid the beam bending deformation. The keyway 4 at the beam end is the key part of the splicing of the precast beam 2 and the adjacent component. The load needs to be transferred during the splicing. The addition of dense reinforcement 5 in the up and down directions can enhance the structural strength of the keyway 4 and prevent the keyway 4 from cracking or breaking due to stress during the splicing process.

[0054] Based on any of the above technical solutions, the following optimization is made: all the reinforcement 9 are located inside the component and are not exposed, and the ends of the reinforcement 9 are connected to the embedded parts embedded in the precast wall 3 and the precast beam 2 to enhance the overall structural stability.

[0055] It should be explained that the reinforcement 9 is located inside the component and is not exposed, which can prevent the reinforcement 9 from being affected by the external environment (such as rain and humidity) and corroding, thus extending the service life of the component. At the same time, it ensures the flatness of the component's exterior surface, which facilitates the subsequent installation of the thin shell structural panel 1. The end of the reinforcement 9 is connected to the embedded part, which allows the reinforcement 9 and the embedded part to form an integral force system. This allows the load to be effectively transferred to the embedded part through the reinforcement 9, and then to the adjacent components through the embedded part, thereby improving the overall stress stability of the modular unit.

[0056] Based on any of the above technical solutions, a further optimization is made as follows: keyways 4 are respectively provided on the end faces of the two ends of the precast beam 2. The keyways 4 are grooves that are recessed into the interior of the precast beam 2, and the inner wall surface of the groove is a rough surface.

[0057] It should be explained that the inwardly recessed keyways 4 at both ends of the precast beam 2 are designed to precisely fit with the protrusions of adjacent precast beams 2 or building frames, enabling rapid positioning during splicing, reducing on-site adjustment time, and facilitating convenient installation and fast construction. The inner wall of the groove is designed to be rough, which increases the contact area and friction between the keyway 4 and the protrusion. If used with an adhesive, it can also improve the bonding strength, ensuring more effective load transfer after splicing and preventing loosening at the splicing points.

[0058] Based on any of the above technical solutions, the following further optimization is made: the thin-shell structural panel 1 is made of environmentally friendly materials and is fixedly attached to the outside of the prefabricated wall 3 with both ends flush with the prefabricated wall 3, covering the entire height of the prefabricated wall 3 in the vertical direction and having sound insulation, heat insulation and thermal insulation properties.

[0059] It should be explained that fitting the outer side of the precast wall 3 with both ends flush and covering the entire height ensures the integrity and aesthetics of the building facade, reduces splicing gaps, and prevents rainwater from seeping in through the gaps. Its sound insulation, heat insulation, and thermal insulation properties can directly improve the living comfort of the building and reduce the need for additional thermal insulation and sound insulation layers in the later stages. At the same time, factory prefabrication can ensure the dimensional accuracy of the thin-shell structure panel 1 and ensure its compatibility with the precast wall 3.

[0060] This utility model also includes the following advantages: 1. The prefabrication and on-site installation of the integrated thin-shell composite wall in the modular concrete structure of this utility model can reduce waste in terms of labor and materials, thus lowering construction costs. The fast construction speed can shorten the construction period, further reducing the cost of labor and materials.

[0061] 2. In modular concrete structures, the integrated thin-shell composite walls are prefabricated in the factory, allowing for precise control of component dimensions and quality, effectively avoiding errors and quality issues during construction. Furthermore, the integrated thin-shell composite walls in modular concrete structures utilize high-quality, environmentally friendly materials, providing better sound insulation, heat insulation, and thermal insulation performance, thus improving the overall quality of the building.

[0062] 3. The components of the integrated thin-shell composite wall in a modular concrete structure can be customized according to design requirements, enabling a wide variety of facade effects. Furthermore, the integrated thin-shell composite wall in a modular concrete structure can be integrated with other building systems to provide more diverse spatial layouts and functional requirements.

[0063] The above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit it. Although this utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of this utility model. For those skilled in the art, any alternative improvements or transformations made to the implementation of this utility model fall within the protection scope of this utility model.

[0064] Any aspects of this utility model not described in detail are known to those skilled in the art.

Claims

1. An integrated thin-shell composite wall in a modular concrete structure, characterized in that: It includes a thin-shell structural panel, precast beams, precast walls, and matching embedded parts and reserved holes; the thin-shell structural panel is installed on the outer facade of the vertically arranged precast wall along the front-back direction; a precast beam is provided at the top of the precast wall; the embedded parts include anchor plates and several embedded nuts, the middle part of the anchor plate is embedded inside the precast beam and both its left and right ends extend to the outside, and each of the embedded nuts is embedded on both sides of the precast wall and the precast beam and is used to support the wall diagonal bracing.

2. The integrated thin-shell composite wall in the modular concrete structure according to claim 1, characterized in that: Several lifting nails are spaced apart on the top of the precast beam, with no fewer than two nails located in the middle area of ​​the top of the precast wall; the lifting weight of each nail is no less than 4 tons, and they are used for component transfer in the factory and hoisting operations on the construction site.

3. The integrated thin-shell composite wall in the modular concrete structure according to claim 2, characterized in that: Several threaded blind holes are provided at intervals at the bottom of the precast wall.

4. The integrated thin-shell composite wall in the modular concrete structure according to claim 3, characterized in that: Wall-side through grooves are respectively provided on both sides of the precast wall along its height direction, and the top of each wall-side through groove extends to the bottom of the precast beam.

5. The integrated thin-shell composite wall in the modular concrete structure according to claim 4, characterized in that: Each reserved hole is set at a predetermined position in the precast wall and precast beam.

6. The integrated thin-shell composite wall in the modular concrete structure according to claim 5, characterized in that: The precast walls and precast beams are all equipped with reinforced structures inside; the reinforcement in the precast walls is arranged longitudinally in the vertical direction.

7. The integrated thin-shell composite wall in the modular concrete structure according to claim 6, characterized in that: A transverse reinforcing rib is added along the left and right directions at the location of the embedded nut, and the transverse reinforcing rib is connected to the longitudinal reinforcement.

8. The integrated thin-shell composite wall in the modular concrete structure according to claim 7, characterized in that: The reinforcement in the precast beam is arranged longitudinally in the left-right direction, and additional dense reinforcement is added in the up-down direction at the keyway position at the beam end.

9. The integrated thin-shell composite wall in the modular concrete structure according to claim 8, characterized in that: All reinforcements are located inside the components and are not exposed. The ends of the reinforcements are connected to embedded parts embedded in the precast walls and precast beams to enhance the overall structural stability.

10. The integrated thin-shell composite wall in the modular concrete structure according to claim 9, characterized in that: Keyways are provided on both end faces of the precast beam. The keyways are recesses that are recessed into the interior of the precast beam, and the inner wall surface of the groove is a rough surface.

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