CN118257352A - Concrete modularization building - Google Patents

Abstract

The invention provides a concrete modularized building, which comprises at least one room module, wherein the room module is formed by splicing a plurality of splicing members, and adjacent splicing members are fixedly connected through convex parts and concave parts arranged at the edges of the adjacent splicing members. The splicing members are multiple, and the heights and/or widths of at least two splicing members are the same, wherein each splicing member comprises a side wall unit and a top plate unit, and the side wall units are vertically connected with the top plate unit; a plurality of columns of mounting rings are uniformly arranged on one surface of the side wall unit and one surface of the top plate unit, wherein the same column of mounting rings are aligned. By arranging the support beams to pass through the mounting rings on the side wall units and the top plate units in different directions respectively, the strength between the connection of the units can be improved. Meanwhile, different kinds of splicing members can be arranged in the same basic shape, so that the standardization degree and the building efficiency of the modularized building can be effectively improved, and the construction process is easier to manage.

Description

Concrete modularization building

Technical Field

The invention relates to the technical field of modularized integrated buildings, in particular to a concrete modularized building.

Background

The modularized integrated building is an advanced form of building industrialization, and as a novel building industrialization solution, the building level of the building industrialization can be comprehensively improved. After the standardized prefabrication of the modules in a factory is realized, the convenient, rapid and green building of the building can be realized like building blocks on site.

At present, although the concrete modularized building breaks through to a certain extent in China, the problems that the structure of a module unit is complex, the on-site assembly and construction are difficult, a customized module unit cannot be used in a plurality of projects, the side wall of the module unit is not stressed cooperatively with a cast-in-situ shear wall, the comprehensive cost is high and the like still exist.

Disclosure of Invention

In view of the above, the invention provides a concrete modularized building, which comprises the following specific schemes:

A concrete modular building comprising: at least one room module; the room module is formed by splicing a plurality of splicing members, the edges of the splicing members are provided with convex parts and concave parts, the convex parts and the concave parts between adjacent splicing members are mutually matched in shape, and the adjacent splicing members are spliced through the convex parts and the concave parts to be fixedly connected.

The splice members are plural, and at least two splice members are identical in height and/or width. In practical application, different kinds of splicing members can be produced according to the basic shape of the same size and shape, so that the members and the items can be mutually and commonly used, and the production efficiency of the splicing members can be effectively improved. The basic shape is a pattern which can be spliced repeatedly infinitely.

In one implementation, the splice member includes a sidewall unit and a roof unit, the sidewall unit being vertically connected to the roof unit; a plurality of columns of mounting rings are uniformly arranged on one surface of the side wall unit and one surface of the top plate unit, wherein the same column of mounting rings are aligned. It should be noted that the present application is not limited to the size of the basic shape, and in practical application, the size of the basic shape may be related to the actual situation such as stress and transportation requirement.

The side wall unit is fixed on the ground, and the top plate unit is further fixed on the top of the side wall unit. In practical application, the supporting beams and the cross beams can be steel bars, in a specific embodiment, the supporting beams in the side wall units penetrate through the mounting ring in the vertical direction, the supporting beams in the top plate units penetrate through the mounting ring in the horizontal direction, one ends of the supporting beams respectively extend out of the edge connection parts of the side wall units and the top plate units, and by welding the supporting beams in the multi-column mounting ring at the edge parts of the side wall units and the top plate units, a simple steel bar cage structure can be formed between the side wall units and the top plate units, and the connection relation between the side wall units and the top plate units can be further reinforced in multiple directions.

In a specific embodiment, the side wall unit and the top plate unit have faces of a mounting ring provided with at least one concave through groove, the mounting ring being located in the concave through groove.

In practical application, the mounting rings arranged on the side wall units and the top plate units can be used as lifting rings in the lifting and moving process of building materials, and the mounting rings are effectively utilized as recycled structures.

In a specific embodiment, the plurality of sidewall units are arranged in a vertical direction, and the concave through grooves of the upper and lower adjacent sidewall units are aligned with each other. Through the arrangement of the aligned concave through grooves, the supporting beam in the side wall unit and the supporting beam in the top plate unit can be correspondingly connected better, and in practical application, a steel bar can also be used as the supporting beam to simultaneously pass through the mounting rings in the side wall unit and the top plate unit, wherein the steel bar is bent at the connecting position of the side wall unit and the edge of the top plate unit.

In one embodiment, a plurality of room modules are arranged adjacently in a horizontal direction; gaps are formed among concave through grooves of the side wall units corresponding to the adjacent room modules, and are used for pouring concrete, so that the room modules are fixedly connected to form a whole. In practical application, between the adjacent room modules in the horizontal direction, a clearance space is formed due to the concave through grooves arranged on the side wall units and the mounting rings arranged in the concave through grooves; between the adjacent room modules in the vertical direction, a concave through groove and a mounting ring are arranged on the top plate unit, so that a gap is also formed between the top plate unit of the room module positioned below and the bottom plate unit of the room module positioned above. By casting concrete in situ in the gap formed between adjacent room modules, the support beams fixed in the mounting rings can be matched to form a superimposed shear wall in a combined mode, so that the force transmission and stress mechanism of the construction is clear, and the thickness of the wall is reduced.

In one embodiment, the height of the mounting ring is no greater than the depth of the concave through slot. When the height of the mounting ring is not higher than the depth of the concave through groove, the orifice of the mounting ring is not higher than the depth of the concave through groove, and the same mounting ring can accommodate a supporting beam to pass through, so that the connection fastening degree between the splicing members is improved in one direction.

In one embodiment, the mounting rings are aligned in both the horizontal and vertical directions; the height of the mounting ring is higher than the depth of the concave through groove, and the plane of the hole of the mounting ring is obliquely arranged relative to the extending direction of the concave through groove, so that the same mounting ring can enable at least two supporting beams to pass through in different directions on the same plane. In practical application, two mutually perpendicular supporting beams can be allowed to pass through simultaneously in the same mounting ring, and the connection fastening degree between the splicing members is further improved in two directions.

In a specific embodiment, the device further comprises a prestressing tendon, wherein the prestressing tendon is arranged in the gap along the horizontal direction and/or the vertical direction.

In a specific embodiment, the splice member further includes a floor unit, the sidewall units are perpendicular to the floor unit, and sidewall units adjacent to the floor unit are perpendicularly connected to the floor unit by the convex and concave portions. In practical application, a concave through groove such as a side wall unit and a top plate unit can be arranged on one side of the bottom plate unit corresponding to the outer surface of the room module as required, and a gap for pouring concrete and mounting can be formed between the upper and lower room modules when the multi-layer room module is constructed through the concave through groove. By casting concrete in the gap and arranging the prestressed tendons, the connection rigidity between the room modules can be effectively improved.

In a specific embodiment, the assembly member further comprises partition units, the partition units are located inside the room module, the edges corresponding to adjacent partition units are provided with convex portions and concave portions, and the adjacent partition units are spliced through the convex portions and the concave portions to be fixedly connected. A plurality of groups of mounting openings are uniformly reserved on the bottom plate unit, mounting feet which are anastomotic with the mounting openings are arranged at the bottom of the partition plate unit, and the partition plate unit is vertically connected to the bottom plate unit through the mounting feet and the mounting openings.

In a particular embodiment, the side wall element is provided with an opening for mounting a door and/or window. The baffle unit can be provided with corresponding openings according to actual conditions.

The beneficial effects are that: the invention provides a concrete modularized building, which has the following remarkable effects compared with the prior art: by arranging a plurality of mounting rings on the side wall units and the top plate units, the mounting rings can be used for hoisting in the unit installation process and can also be used for assisting the fixed connection between the supporting beam and the unit blocks. Meanwhile, different kinds of splicing members can share the same basic shape, so that the production cost of the splicing members can be reduced, the production, transportation, installation and splicing of various splicing members are facilitated, the integrity and safety of the low-rise modularized building can be effectively improved, and the rigidity and the building efficiency of the low-rise modularized building are improved.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

FIG. 1 is a front view of a room module of the present invention;

FIG. 2 is a schematic view of the splicing structure of the splicing member and the installation direction of the support beam in the present invention;

FIG. 3 is a schematic view of a multi-azimuth view of a splice member of the present invention;

FIG. 4 is a schematic view of another multi-azimuth view of the splice member of the present invention;

FIG. 5 is a schematic perspective view of a side wall unit according to the present invention;

FIG. 6 is a schematic diagram of the connection of a partition unit and a floor unit according to the present invention;

Fig. 7 is a perspective view schematically showing the installation direction of the support beam and the partition unit of another room module according to the present invention.

Reference numerals: 1-a splice member; 11-a convex part; 12-a recess; 13-sidewall units; 14-a roof unit; 15-a floor unit; 151-mounting port; 16-separator units; 161-mounting feet; 21-a support beam; 3-mounting ring; 4-concave through grooves; 5-opening; 6-room module.

Detailed Description

Hereinafter, various embodiments of the present disclosure will be more fully described. The present disclosure is capable of various embodiments and its modifications and variations are possible in light of the above teachings. However, it should be understood that: there is no intention to limit the various embodiments of the present disclosure to the specific embodiments disclosed herein, but rather the present disclosure is to be understood to cover all modifications, equivalents, and/or alternatives falling within the spirit and scope of the various embodiments of the present disclosure.

The terminology used in the various embodiments of the disclosure is for the purpose of describing particular embodiments only and is not intended to be limiting of the various embodiments of the disclosure. As used herein, the singular is intended to include the plural as well, unless the context clearly indicates otherwise. Unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art to which various embodiments of the present disclosure belong. Terms such as those defined in commonly used dictionaries will be interpreted as having a meaning that is the same as the context of the relevant art and will not be interpreted in an idealized or overly formal sense unless expressly so defined herein in connection with the various embodiments of the present disclosure.

Examples

The embodiment of the invention discloses a concrete modularized building, which comprises the following specific schemes:

A concrete modular building comprising: at least one room module 6; the room module 6 is formed by splicing a plurality of splicing members 1, the edges of the splicing members 1 are provided with convex parts 11 and concave parts 12, the convex parts 11 and the concave parts 12 between adjacent splicing members 1 are mutually matched in shape, and the adjacent splicing members 1 are spliced through the convex parts 11 and the concave parts 12 to be fixedly connected.

The splice members 1 are of a plurality, and at least two splice members 1 are of the same height and/or width. In practical application, different kinds of splicing members 1 can be produced according to the basic shape of the same size and shape, so that the members and the items can be mutually universal, and the production efficiency of the splicing members 1 can be effectively improved. The basic shape is a pattern which can be spliced repeatedly infinitely. A schematic view of the splicing of the plurality of splice members 1 is shown in fig. 2.

In one embodiment, the splice member 1 includes a side wall unit 13 and a top plate unit 14, the side wall unit 13 being vertically connected to the top plate unit 14; a plurality of columns of mounting rings 3 are uniformly arranged on one surface of the side wall unit 13 and one surface of the top plate unit 14, wherein the same columns of mounting rings 3 are aligned. It should be noted that the present application is not limited to the size of the basic shape, and in practical application, the size of the basic shape may be related to the actual situation such as stress and transportation requirement.

Also included are support beams 21, which support beams 21 pass through the mounting rings 3 of the side wall units 13 and the top plate units 14, respectively, to secure the side wall units 13 to the ground, and further to secure the top plate units 14 to the top of the side wall units 13, as shown in fig. 1. In practical applications, the supporting beams 21 and the cross beams may be steel bars, in a specific embodiment, the supporting beams 21 in the side wall units 13 pass through the mounting ring 3 in the vertical direction, the supporting beams 21 in the top plate units 14 pass through the mounting ring 3 in the horizontal direction, one ends of the supporting beams 21 respectively extend out at the edge connection parts of the side wall units 13 and the top plate units 14, and by welding the supporting beams 21 in the multiple columns of the mounting ring 3 at the edge parts of the side wall units 13 and the top plate units 14, a simple steel bar cage structure can be formed between the side wall units 13 and the top plate units 14, and the connection relation between the side wall units 13 and the top plate units 14 can be further reinforced in multiple directions.

In a specific embodiment, the side wall unit 13 and the top plate unit 14 have faces of the mounting ring 3 provided with at least one concave through groove 4, the mounting ring 3 being located in the concave through groove 4. The number of concave through grooves 4 is not limited, and in practical applications, the number of concave through grooves 4 and the width and depth of concave through grooves 4 may be increased or decreased appropriately according to the scale and the number of layers of the building. Preferably, the depth of the concave through groove 4 is less than half the thickness of the entire splice member 1. The present invention is not limited to only the side wall unit 13 and the top plate unit 14 having the concave through groove 4 and the mounting ring 3, but in fact, other kinds of splice modules 1 may be selectively provided with the concave through groove 4 and the mounting ring 3 as needed.

In practical application, the mounting ring 3 arranged on the side wall unit 13 and the top plate unit 14 can also be used as a lifting ring in the lifting and moving process of building materials, and can be effectively utilized as a recycled structure.

In a specific embodiment, the plurality of sidewall units 13 are arranged in the vertical direction, and the concave through grooves 4 of the upper and lower adjacent sidewall units 13 are aligned with each other. By providing aligned concave through grooves 4, the supporting beam 21 in the side wall unit 13 and the supporting beam 21 in the top plate unit 14 can be correspondingly connected better, and in practical application, a steel bar can also be used as the supporting beam 21 to pass through the mounting rings 3 in the side wall unit 13 and the top plate unit 14 at the same time, wherein the steel bar is bent at the position where the side wall unit 13 is connected with the edge of the top plate unit 14.

In one particular embodiment, a plurality of room modules 6 are arranged adjacently in the horizontal direction; gaps are formed between the concave through grooves 4 of the side wall units 13 corresponding to the adjacent room modules 6, and are used for pouring concrete, so that the room modules 6 are fixedly connected to form a whole. In practical application, between the room modules 6 adjacent in the horizontal direction, a clearance space is formed due to the concave through groove 4 arranged on the side wall unit 13 and the installation ring 3 arranged in the concave through groove 4; between vertically adjacent room modules 6, a gap is also formed between the ceiling unit 14 of the room module 6 located below and the floor unit 15 of the room module 6 located above due to the concave through groove 4 and the mounting ring 3 provided on the ceiling unit 14. By casting concrete in situ in the gap formed between adjacent room modules 6, the superimposed shear wall can be formed by combining the support beams 21 fixed in the mounting ring 3, so that the force transmission and stress mechanism of the construction is clear, and the thickness of the wall is reduced.

In one embodiment, the height of the mounting ring 3 is no greater than the depth of the concave through-slot 4. When the height of the mounting ring 3 is not higher than the depth of the concave through groove 4, the orifice of the mounting ring 3 is not higher than the depth of the concave through groove 4, and the same mounting ring 3 can accommodate a supporting beam 21 to pass through, thereby improving the connection fastening degree between the splicing members 1 in one direction. Wherein, when the height of the mounting ring 3 is not higher than the depth of the concave through groove 4, the view of the structure of the splicing member 1 in different directions is shown in fig. 3 and 5, and a plurality of support beams 21 pass through the plurality of mounting rings 3 in the direction shown in the direction a in fig. 2.

In one embodiment, the mounting rings 3 are aligned in both the horizontal and vertical directions; the height of the mounting ring 3 is higher than the depth of the concave through groove 4, and the plane of the orifice of the mounting ring 3 is inclined relative to the extending direction of the concave through groove 4, so that the same mounting ring 3 can enable at least two supporting beams 21 to pass through in different directions on the same plane. In practice, two support beams 21 perpendicular to each other can be allowed to pass through at the same time in the same mounting ring 3, and the connection fastening degree between the splice members 1 can be further improved in both directions. Wherein, when the height of the mounting ring 3 is higher than the depth of the concave through groove 4, the view of the structure of this splicing member 1 in different directions is shown in fig. 4, and a plurality of supporting beams 21 pass through the plurality of mounting rings 3 in the directions shown in the direction a and the direction B in fig. 4, wherein the direction a is perpendicular to the direction B.

In a specific embodiment, the device further comprises a prestressing tendon, wherein the prestressing tendon is arranged in the gap along the horizontal direction and/or the vertical direction. In practice, the tendons may be used as an aid in pouring cement into the gap along the direction of installation of the support beams, as shown in direction a of fig. 7.

In a specific embodiment, the splice member 1 further includes a floor unit 15, the sidewall units 13 being perpendicular to the floor unit 15, the sidewall units 13 adjacent to the floor unit 15 being perpendicularly connected to the floor unit 15 by the protrusions 11 and the recesses 12. In practical applications, the side of the bottom plate unit 15 corresponding to the outer surface of the room module 6 may be provided with a concave through groove 4 such as the side wall unit 13 and the top plate unit 14, if necessary, and a gap for pouring concrete and mounting may be formed between the upper and lower room modules 6 when constructing the multi-layered room module 6 by the concave through groove 4. By pouring concrete in this gap and providing tendons, the connection stiffness between the room modules 6 can be effectively increased.

In a specific embodiment, the splicing member 1 further includes a partition unit 16, the partition unit 16 is located inside the room module 6, the edges corresponding to the adjacent partition units 16 are provided with a convex portion 11 and a concave portion 12, and the adjacent partition units 16 are spliced by the convex portion 11 and the concave portion 12 to be fixedly connected. A plurality of groups of mounting holes 151 are uniformly reserved on the bottom plate unit 15, mounting feet 161 which are matched with the mounting holes 151 are arranged at the bottom of the partition plate unit 16, and the partition plate unit 16 is vertically connected to the bottom plate unit 15 through the mounting feet 161 and the mounting holes 151. The perspective structure of the connection relationship between the partition units 16 and the floor units 15 in a single-layer room module 6 is shown in fig. 7, and the installation directions of the support beams 21 and the tendons in the concave through grooves 4 of the roof units 14 and the floor units 15 are also shown in fig. 7.

In practical applications, when the room module 6 has a compartment, a proper mounting port 151 may be selected from a plurality of groups of reserved mounting ports 151 on the floor unit 15 according to the size of the compartment, so as to connect and mount the mounting leg 161 of the partition unit 16 with the floor unit 15, as shown in fig. 6. The partition unit 16 may be made of a material that is lighter than the sidewall unit 13 and the top plate unit 14. The unselected mounting ports 151 may be used to assist in mounting other indoor structures such as desktops, cabinets, etc., or may be filled by concrete casting.

In a specific installation process of the room module 6, the floor unit 15 and the sidewall unit 13 are installed first, then the partition unit 16 is fixedly connected with the floor unit 15, and finally the roof unit 14 is fixedly connected with the sidewall unit 13.

In a particular embodiment, the side wall unit 13 is provided with openings 5 for mounting doors and/or windows, as shown in fig. 1, and the partition unit 16 may be provided with corresponding openings 5 as appropriate.

The embodiment provides a concrete modularization building, through set up a plurality of collar at lateral wall unit and roof unit, this collar can be used to the hoist and mount in the unit installation, can also be used to auxiliary support beam and the fixed connection between the unit piece. Meanwhile, different kinds of splicing members can share the same basic shape, so that the production cost and the comprehensive cost of the splicing members can be reduced, the production, transportation, installation and splicing of various splicing members are facilitated, the integrity and the safety of the low-rise modularized building can be effectively improved, and the rigidity and the building efficiency of the low-rise modularized building are improved.

Those skilled in the art will appreciate that the drawing is merely a schematic illustration of a preferred implementation scenario and that the modules or flows in the drawing are not necessarily required to practice the application. Those skilled in the art will appreciate that modules in an apparatus in an implementation scenario may be distributed in an apparatus in an implementation scenario according to an implementation scenario description, or that corresponding changes may be located in one or more apparatuses different from the implementation scenario. The modules of the implementation scenario may be combined into one module, or may be further split into a plurality of sub-modules. The above-mentioned inventive sequence numbers are merely for description and do not represent advantages or disadvantages of the implementation scenario. The foregoing disclosure is merely illustrative of some embodiments of the application, and the application is not limited thereto, as modifications may be made by those skilled in the art without departing from the scope of the application.

Claims (10)

1. A concrete modular building comprising: at least one room module;

the room module is formed by splicing a plurality of splicing members, the edges of the splicing members are provided with convex parts and concave parts, the shapes of the convex parts and the concave parts between the adjacent splicing members are mutually matched, and the adjacent splicing members are spliced through the convex parts and the concave parts to be fixedly connected;

The splicing members are multiple, and the heights and/or widths of at least two splicing members are the same; the splicing member comprises a side wall unit and a top plate unit, wherein the side wall unit is vertically connected with the top plate unit; a plurality of columns of mounting rings are uniformly arranged on one surface of the side wall unit and one surface of the top plate unit, wherein the mounting rings in the same column are aligned;

The side wall unit is fixed on the ground, and the top plate unit is further fixed on the top of the side wall unit.

2. A concrete modular building according to claim 1, wherein the side wall units and the roof units have faces of a mounting ring provided with at least one female through slot in which the mounting ring is located.

3. A concrete modular building according to claim 2, wherein a plurality of side wall units are arranged in a vertical direction, and the concave through grooves of the side wall units adjacent to each other are aligned with each other.

4. A concrete modular building according to claim 2, wherein a plurality of said room modules are arranged adjacently in the horizontal direction;

Gaps are formed between the concave through grooves of the side wall units of adjacent room modules, and are used for pouring concrete, so that a plurality of room modules are fixedly connected to form a whole.

5. A concrete modular building according to claim 2, wherein the height of the mounting ring is no higher than the depth of the concave through-slot.

6. A concrete modular building according to claim 2, wherein the mounting rings are aligned in both horizontal and vertical directions; the height of the mounting ring is higher than the depth of the concave through groove, and the plane of the orifice of the mounting ring is obliquely arranged relative to the extending direction of the concave through groove, so that at least two supporting beams can pass through the same mounting ring in different directions on the same plane.

7. A concrete modular building according to claim 4, further comprising prestressing tendons arranged in the gaps in horizontal and/or vertical direction for increasing the building stiffness and enhancing the overall exterior wall crack resistance.

8. A concrete modular building according to claim 1, wherein the splice member further comprises a floor unit, the side wall units being perpendicular to the floor unit, the side wall units adjacent to the floor unit being perpendicularly connected to the floor unit by the protrusions and the recesses.

9. The concrete modular building according to claim 8, wherein the splice member further comprises a partition unit located inside the room module, edges of adjacent partition units corresponding to the partition unit are provided with the convex portion and the concave portion, and the adjacent partition units are spliced by the convex portion and the concave portion to be fixedly connected;

the base plate unit is uniformly reserved with a plurality of groups of mounting ports, mounting pins which are anastomotic with the mounting ports are arranged at the bottom of the partition plate unit, and the partition plate unit is vertically connected with the base plate unit through the mounting pins and the mounting ports.

10. A concrete modular building according to claim 1, wherein the side wall elements are provided with openings for mounting doors and/or windows.