CN120384577B - Assembled building module - Google Patents

Assembled building module

Info

Publication number
CN120384577B
CN120384577B CN202510738912.7A CN202510738912A CN120384577B CN 120384577 B CN120384577 B CN 120384577B CN 202510738912 A CN202510738912 A CN 202510738912A CN 120384577 B CN120384577 B CN 120384577B
Authority
CN
China
Prior art keywords
building module
module body
base plate
building
column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202510738912.7A
Other languages
Chinese (zh)
Other versions
CN120384577A (en
Inventor
蒋武
潘鹏
赵端锋
王海深
石军
曾显志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tsinghua University
First Construction Co Ltd of China Construction Third Engineering Division
Original Assignee
Tsinghua University
First Construction Co Ltd of China Construction Third Engineering Division
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tsinghua University, First Construction Co Ltd of China Construction Third Engineering Division filed Critical Tsinghua University
Priority to CN202510738912.7A priority Critical patent/CN120384577B/en
Publication of CN120384577A publication Critical patent/CN120384577A/en
Application granted granted Critical
Publication of CN120384577B publication Critical patent/CN120384577B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/18—Adjusting tools; Templates
    • E04G21/1841—Means for positioning building parts or elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses an assembled building module. The assembled building module comprises a building module body, wherein the building module body is used for an assembled building, the assembled building comprises a floor slab and a building module body, the building module body comprises a surrounding baffle and a base plate, the surrounding baffle is arranged around the base plate, one end of the surrounding baffle is connected with the base plate, the other end of the surrounding baffle is limited to form an opening, the building module body is provided with one or a plurality of openings which are arranged in an array, the opening of the building module body faces upwards, a floor slab cover is arranged at the opening of the building module body which is positioned at the uppermost part, or the opening of the building module body faces downwards, and the building module body which is positioned at the lowermost part is supported at the floor slab and the opening of the building module body is sealed by the floor slab cover. The assembled building module meets the requirements of deformation and stress performance of horizontal members of a combined structure, has less steel consumption than the traditional modularized frame structure, has fewer assembly steps of a building module main body, and is beneficial to obtaining higher production efficiency.

Description

Assembled building module
Technical Field
The invention relates to the technical field of assembled buildings, in particular to an assembled building module.
Background
The modularized steel structure building has the outstanding advantages of high standardization and industrialization degree, high construction speed and the like, and is an important direction of building industrialization development. The rapid and reliable connection nodes among the modules are key to fully exerting the advantages of the modularized building and ensuring the structural integrity.
In the related art, most of modularized steel structure building modules are of hexahedral frame structures, and a plurality of combined overlapping floors exist in a multi-layer combined structure formed by the modularized steel structure building modules, so that the problems of overlarge steel consumption, redundant strength, low production efficiency and the like exist.
Disclosure of Invention
The present invention aims to solve at least one of the technical problems existing in the prior art. Therefore, the invention aims to provide an assembled building which has less steel consumption and high production efficiency while meeting the requirements of deformation and stress performance.
The fabricated building module according to the embodiment of the first aspect of the invention comprises a floor slab and a building module main body, wherein the building module main body comprises a surrounding baffle and a base plate, the surrounding baffle is arranged around the base plate, one end of the surrounding baffle is connected with the base plate, the other end of the surrounding baffle is provided with a plurality of openings, the building module main body is provided with one or a plurality of openings which are arranged in an array, the openings of the building module main body face upwards, the floor slab covers the openings of the building module main body positioned at the uppermost position, or the openings of the building module main body face downwards, the building module main body positioned at the lowermost position is supported on the floor slab, and the floor slab covers the openings of the building module main body.
The assembled building is formed by assembling and connecting the floor slab and the building module main body, the building module main body comprises the enclosure and one base plate, two adjacent building spaces can share the same base plate, therefore, the assembled building has fewer steel consumption compared with a traditional modularized frame structure while meeting the requirements of deformation and stress performance of horizontal members of a combined structure, compared with a hexahedral building module, the assembled building module main body is a pentahedron, the assembling steps of the building module main body are fewer, therefore, the production efficiency of the building module main body is improved, the production efficiency of the assembled building is improved, compared with the hexahedral building module assembling, the direct connection between two plates is needed, the good joint connection difficulty between the two plates is high, in the embodiment of the application, the base plate and the enclosure are connected, the connection difficulty is lower, the number of functional pieces for connection can be smaller, and the degree and the possibility of interlayer displacement between the two adjacent building module main bodies are also smaller. Therefore, the fabricated building provided by the embodiment of the application has a simple structure, can reduce the steel consumption, improve the installation efficiency and effectively ensure the structural safety of the modular multi-layer combined fabricated building.
In some embodiments, a connecting column foot is arranged on one side of the base plate, which faces away from the enclosure, the enclosure comprises a plurality of stand columns, and one end parts of the stand columns are connected with the base plate;
For two building module main bodies arranged up and down, the connecting column foot of one building module main body is sleeved on the other end part of the upright post of the other building module main body and is connected with the upright post.
In some embodiments, the building module body is arranged in a plurality of side-by-side manner along a horizontal direction, the fabricated building further comprises a connecting rib, and the connecting rib penetrates through a plurality of the base plates along the horizontal direction to connect a plurality of the base plates, or/and penetrates through a plurality of the floor plates along the horizontal direction to connect a plurality of the floor plates.
In some embodiments, the building module body has a plurality of side-by-side arranged along a horizontal direction, the enclosure includes a plurality of columns, the columns are formed with first connecting holes, the fabricated building further includes first connecting pieces, and the first connecting pieces penetrate through the first connecting holes of the two side-by-side adjacent columns of the building module body to connect the two columns.
The second aspect of the invention also provides an assembled building module.
The fabricated building module according to an embodiment of the second aspect of the invention comprises a building module body for a fabricated building according to any of the embodiments of the first aspect of the invention.
The fabricated building module according to the embodiment of the second aspect of the invention comprises a building module main body, and the building module main body only comprises the enclosure and one base plate connected with the enclosure, so that the fabricated building module has a simple structure, uses less steel, can omit the connection of complex beam column nodes in the traditional modularized steel structure system, and remarkably improves the installation efficiency of the multilayer combined structure.
In some embodiments, the enclosure includes a plurality of posts, and the fabricated building module further includes a support assembly detachably connected to a plurality of the posts at an end proximate the opening.
In some embodiments, the support assembly includes at least two first telescoping rods detachably connected between the two posts and at least two second telescoping rods connected between the two first telescoping rods.
In some embodiments, the enclosure comprises a plurality of walls connected end to end, the connection between adjacent walls is provided with a column, at least one wall is embedded with a frame, the frame is connected with the column, and the frame and the column are both connected with the base plate.
In some embodiments, the frame comprises a frame body and a connecting seat, the connecting seat comprises a first portion, a second portion and a reinforcing rib, the first portion is connected between the second portion and the frame body, the second portion is connected with the upright post, the end surface area of the second portion facing the upright post is smaller than the end surface area of the frame body facing the upright post, and the reinforcing rib is connected with the frame body, the first portion and the second portion.
In some embodiments, the base plate includes the first decorative layer, just structure layer and the second decorative layer of coincide setting in proper order, just structure layer is formed with the chamber that holds that is used for holding the pipeline, adjacent hold and be equipped with between the chamber and be used for wearing to establish the preformed hole of connecting rod.
Additional aspects and advantages of the invention will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
Drawings
The foregoing and/or additional aspects and advantages of the invention will become apparent and may be better understood from the following description of embodiments taken in conjunction with the accompanying drawings in which:
FIG. 1 is a schematic illustration of a fabricated building according to some embodiments of the present invention;
FIG. 2 is a schematic view of a fabricated building according to further embodiments of the present invention;
FIG. 3 is a schematic structural view of a fabricated building according to still other embodiments of the present invention;
FIG. 4 is a schematic view of an assembled building module according to an embodiment of the invention;
FIG. 5 is a schematic view of a rigid structure layer according to an embodiment of the present invention;
FIG. 6 is a front view of a rigid structure layer according to an embodiment of the present invention;
FIG. 7 is a side view of a rigid structural layer in an embodiment of the present invention;
FIG. 8 is a schematic view of a column according to an embodiment of the present invention;
FIG. 9 is a schematic view of a frame according to an embodiment of the present invention;
fig. 10 is a schematic structural view of a support assembly according to an embodiment of the invention.
Reference numerals:
a fabricated building 100;
floor 10, building module body 20, enclosure 201, upright 2011;
A first connection hole 2012, a second connection hole 2013, a substrate 202, a rigid structure layer 2021;
A receiving chamber 2022, a preformed hole 2023, an opening 203, a connecting stub 204;
A third coupling hole 2041, a frame 205, a frame body 2051, a coupling seat 2052;
A first portion 2053, a second portion 2054, a stiffener 2055;
a fabricated building module 200;
a support assembly 30, a first telescoping rod 301, a second telescoping rod 302, a connecting section 3011;
An adjustment section 3012, a stop 3013, a connection member 303, and a connection ring 304.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, the terms used in the description of the invention are for the purpose of describing particular embodiments only and are not intended to be limiting of the invention, and the terms "comprising" and "having" and any variations thereof in the description of the invention and the claims and the above description of the drawings are intended to cover non-exclusive inclusions. The terms first, second and the like in the description and in the claims or in the above-described figures, are used for distinguishing between different objects and not necessarily for describing a particular sequential or chronological order.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "attached" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected, directly connected, indirectly connected through an intermediary, or may be in communication with the interior of two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
The term "and/or" in the present invention is merely an association relation describing the association object, and indicates that three kinds of relations may exist, for example, a and/or B may indicate that a exists alone, while a and B exist together, and B exists alone. In the present invention, the character "/" generally indicates that the front and rear related objects are an or relationship.
In the embodiments of the present invention, the same reference numerals denote the same components, and detailed descriptions of the same components are omitted in different embodiments for the sake of brevity. It should be understood that the thickness, length, width, etc. dimensions of the various components in the embodiments of the invention shown in the drawings, as well as the overall thickness, length, width, etc. dimensions of the integrated device, are merely illustrative and should not be construed as limiting the invention in any way.
The fabricated building 100 and the fabricated building module 200 for the fabricated building 100 of the present invention are described below with reference to fig. 1 to 9.
As shown in fig. 1 to 3, the fabricated building 100 according to the embodiment of the first aspect of the present invention includes a floor slab 10 and a building module body 20. The building module body 20 is provided with one or a plurality of arranged in an array, and for embodiments in which only one building module body 20 is provided, the floor slab 10 covers the opening 203 provided in the building module body 20. The building module main bodies 20 are arranged in an array in plurality, which includes a plurality of building module main bodies 20 arranged in a stacked manner in the up-down direction, or a plurality of building module main bodies 20 arranged side by side in the horizontal direction. For the embodiment in which the building module main bodies 20 are arranged in a stacked manner in the up-down direction, the floor 10 covers the opening 203 of the uppermost building module main body 20. For embodiments in which the building module body 20 is arranged in a plurality of side-by-side relationship in the horizontal direction, the floor slab 10 may be provided with one or more floor slabs 10 covering the opening 203 of the building module body 20.
The building module body 20 may be transported to a construction site after being manufactured in a factory to shorten a construction site construction time period and to increase a site construction speed.
Illustratively, referring to fig. 1, the building module body 20 includes a fence 201 and a base plate 202, the fence 201 is disposed around the base plate 202, one end of the fence 201 is connected to the base plate 202, the other end of the fence 201 defines an opening 203, the opening 203 of the building module body 20 faces upward, and the floor slab 10 covers the opening 203 of the uppermost building module body 20.
When the building module body 20 of the above embodiment is used to construct the fabricated building 100, the base plate 202 of the building module body 20 located at the lowermost position is first connected to the site, and then another building module body 20 is hoisted above the building module body 20, and the base plate 202 of the building module body 20 located at the upper position is connected to the enclosure 201 of the building module body 20 located at the lower position. The base plate 202 of the upper building module body 20 and the lower building module body 20 define a building space, and the base plate 202 of the upper building module body 20 is both a bottom plate of the upper building space and a top plate of the lower building space.
Illustratively, referring to fig. 2, the building module body 20 includes a fence 201 and a base plate 202, the fence 201 is disposed around the base plate 202, one end of the fence 201 is connected to the base plate 202, the other end of the fence 201 defines an opening 203, the building module body 20 is provided with one or a plurality of arrays, the opening 203 of the building module body 20 is downward, the lowest building module body 20 is supported on the floor slab 10, and the floor slab 10 covers the opening 203 of the building module body 20.
When the building module body 20 of the above embodiment is used to construct the fabricated building 100, the floor slab 10 and the site are connected first, then one building module body 20 is hoisted to the upper side of the floor slab 10 and connected with the floor slab 10, and then the other building module body 20 is hoisted to the upper side of the building module body 20, and the enclosure 201 of the building module body 20 located above is connected with the base plate 202 of the building module body 20 located below. The upper building module body 20 and the lower building module body 20 define a building space such that the lower building module body 20 has the base plate 202 being both a ceiling and a floor of the lower and upper building spaces.
The fabricated building 100 according to the embodiment of the application is formed by assembling and connecting the floor slab 10 and the building module main body 20, the building module main body 20 comprises the enclosure 201 and a base plate 202, two adjacent building spaces can share the same base plate 202, so that the assembled building 100 has smaller steel consumption compared with the traditional modularized frame 205 structure while meeting the requirements of deformation and stress performance of horizontal members of a combined structure, compared with a hexahedral building module, the building module main body 20 of the embodiment of the application is a pentahedron, the assembling steps of the building module main body 20 are fewer, the production efficiency of the building module main body 20 is improved, and the production efficiency of the assembled building 100 is improved. Therefore, the fabricated building 100 of the embodiment of the application has simple structure, can reduce the steel consumption, improve the installation efficiency and effectively ensure the structural safety of the modular multi-layer combined fabricated building 100.
Illustratively, the enclosure 201 may be formed from a plurality of walls connected end to end, and the number of walls may be designed as desired. The wall may be a complete whole wall, and the fabricated building 100 may be perforated as needed after the connection is made at the site, for example, as a door opening or window. Or the wall body can also be provided with the open pores in advance in a factory, and then the open pores are reserved or filled and sealed according to the requirement.
For example, the enclosure 201 may be connected to one side surface of the base plate 202 in the up-down direction (as shown in fig. 1 to 4), or the enclosure 201 may be connected to a circumferential side wall of the base plate 202.
In some embodiments, referring to fig. 1, a connecting post 204 is disposed on a side of the base plate 202 facing away from the enclosure 201, the enclosure 201 includes a plurality of posts 2011, one end of each post 2011 is connected to the base plate 202, and for two building module bodies 20 disposed up and down, the connecting post 204 of one building module body 20 is sleeved on the other end of each post 2011 of the other building module body 20 and is connected to the post 2011. In the above embodiment, the connecting column base 204 is cylindrical, and is connected with the upright 2011 by setting the connecting column base 204, so as to realize connection of the upper and lower adjacent building module main bodies 20, and the connecting operation is convenient, has little difficulty, has no wet operation requirement, and has high overall installation efficiency.
Illustratively, the other end of the pillar 2011 may be provided with a plurality of second connection holes 2013, the connection column base 204 may be provided with a plurality of third connection holes 2041, and high-strength bolts may be inserted through the second connection holes 2013 and the third connection holes 2041 to connect the pillar 2011 and the connection column base 204.
Illustratively, the side of the floor slab 10 facing the opening 203 may also be provided with a connecting stub 204, the connecting stub 204 being for connection with a column 2011 of the building module body 20.
In some embodiments, referring to fig. 3, the building module body 20 may be arranged in a plurality of side-by-side manner along a horizontal direction, and the fabricated building 100 may further include connection ribs penetrating the plurality of base plates 202 along the horizontal direction to connect the plurality of base plates 202.
In some embodiments, the building module body 20 is arranged in a plurality of side-by-side manner along a horizontal direction, and the fabricated building 100 further includes a connection rib penetrating the plurality of floors 10 along the horizontal direction to connect the plurality of floors 10.
In some embodiments, the building module body 20 is arranged in a plurality of side-by-side manner along a horizontal direction, and the fabricated building 100 further includes a connecting rib penetrating the plurality of base plates 202 along the horizontal direction to connect the plurality of base plates 202, and penetrating the plurality of floor plates 10 along the horizontal direction to connect the plurality of floor plates 10.
In the above embodiment, the floor slabs 10 or the base plates 202 adjacent to each other side by side are connected by the connecting ribs, so that the overall structure satisfies the assumption of the rigid floor slab 10, the structural safety is ensured, and the connection of the adjacent building module bodies 20 in the horizontal direction can be better realized, which is beneficial to improving the integrity of the fabricated building 100.
Illustratively, the connecting rib may be a prestressed rib, and compression members are connected to both ends of the connecting rib, and are screwed to the connecting rib to compress on the base plate 202 or the floor slab 10.
In some embodiments, referring to fig. 3 and 8, the building module main body 20 is arranged in a plurality along a horizontal direction, the enclosure 201 includes a plurality of columns 2011, the columns 2011 are formed with first connection holes 2012, and the fabricated building 100 further includes first connection pieces that penetrate the first connection holes 2012 of the adjacent columns 2011 of the two building module main bodies 20 to connect the two columns 2011.
That is, for two building module main bodies 20 adjacent to each other side by side in the horizontal direction, the pillars 2011 adjacent to each other are also connected through the first connecting piece, on one hand, the connection strength of the adjacent building module main bodies 20 in the horizontal direction can be enhanced, which is beneficial to improving the integrity of the fabricated building 100, on the other hand, the overall lateral rigidity of the two pillars 2011 is better, the cooperative deformation performance between the pillars 2011 and the pillars 2011 can be improved, the critical bearing capacity of the pillars 2011 can be effectively improved, and the anti-seismic safety of the fabricated building 100 is beneficial to being improved.
The first connector may be a high strength bolt, for example.
Referring to fig. 4, the second aspect of the present invention also proposes a fabricated building module 200.
The fabricated building module 200 according to the second aspect of the embodiment of the invention comprises a building module body 20, the building module body 20 being for the fabricated building 100 of any of the embodiments described above.
According to the fabricated building module 200 of the embodiment of the present invention, the building module main body 20 includes the enclosure 201 and one base plate 202 connected to the enclosure 201, so that the fabricated building module 200 has a simple structure and a smaller steel consumption, and can omit the connection of complex beam-column nodes in the traditional modularized steel structure system, thereby significantly improving the installation efficiency of the multi-layer composite structure.
In some embodiments, referring to fig. 4, enclosure 201 includes a plurality of posts 2011, and fabricated building module 200 further includes a support assembly 30, support assembly 30 being removably coupled to an end of plurality of posts 2011 proximate opening 203.
Specifically, the columns 2011 may be provided with four (refer to fig. 4), or the columns 2011 may be provided with 6 or 8, or the like.
In the above embodiment, the supporting component 30 is connected with the plurality of upright posts 2011, so that the plurality of upright posts 2011 can be mutually restrained, and the possibility of shaking, vibrating and breaking of the upright posts 2011 during transportation is reduced, that is, the supporting component 30 is used for ensuring the structural stability of the building module main body 20 in the non-working state during transportation and installation.
After the fabricated building module 200 is transported to a construction site, the support assembly 30 needs to be detached from the upright 2011 to form the building module main body 20, and then the building module main body 20 is connected and assembled to form the fabricated building 100. The support assembly 30 is detachably connected to the upright 2011, so that the support assembly 30 can be detached, and the detached support assembly 30 can be reused.
In some embodiments, a second connection hole 2013 is formed at the other end of the upright 2011, and a high-strength bolt is inserted through the second connection hole 2013 to be connected to the support assembly 30. That is, the support assembly 30 and the connection stub 204 may share the second connection hole 2013 to be connected with the other end of the pillar 2011, so that the number of holes on the pillar 2011 may be reduced.
In some embodiments, referring to fig. 4 and 10, the support assembly 30 includes at least two first telescoping rods 301 and at least two second telescoping rods 302, the first telescoping rods 301 being detachably connected between the two posts 2011, the second telescoping rods 302 being connected between the two first telescoping rods 301.
In the above technical solution, the first telescopic rod 301 and the second telescopic rod 302 are connected and arranged in the above manner, so that the structural stability of the whole support assembly 30 is better, the position of the upright 2011 is better kept stable, and the first telescopic rod 301 and the second telescopic rod 302 can be telescopic, so that the support assembly 30 can be favorably matched with building module main bodies 20 with various specifications and sizes, and the requirement for matching the dimensional precision of the support assembly 30 and the building module main bodies 20 is reduced.
Here, the length of the first telescopic link 301 may be extended or shortened. For example, referring to fig. 10, the first telescopic link 301 and the second telescopic link 302 each include a connection section 3011 and an adjustment section 3012, the connection sections 3011 are sleeved at both ends of the adjustment section 3012 and are screwed with the adjustment section 3012, the adjustment section 3012 is formed with a stopper 3013, and the stopper 3013 is provided with a plurality of stoppers along the circumferential direction of the adjustment section 3012. When the length of the first telescopic rod 301 or the second telescopic rod 302 needs to be adjusted, the adjusting section 3012 is directly rotated through the blocking piece 3013, so that the connecting section 3011 can be telescopic relative to the adjusting section 3012.
Still further, the support assembly 30 further includes a connection member 303, where the connection member 303 is connected to an end of the first telescopic rod 301, and the connection member 303 may include a first plate and a second plate disposed at a set angle and connected to each other, and the first plate and the second plate are respectively connected to different wall surfaces of the upright 2011.
For example, two ends of the second telescopic rod 302 may be provided with a connecting ring 304, and the connecting ring 304 is sleeved on the first telescopic rod 301, so that the first telescopic rod 301 and the second telescopic rod 302 form a connection.
Specifically, the number of the first telescopic links 301 may be determined according to the number of the set upright 2011, and the number of the second telescopic links 302 may be determined according to the number of the set first telescopic links 301. For example, the columns 2011 are provided in four, the first telescopic link 301 may be provided in two, and the second telescopic link 302 may be provided in one, two, three, or the like. For example, six posts 2011 may be provided, three first telescoping rods 301 may be provided, two, three, four, five, six, etc. second telescoping rods 302 may be provided.
In some embodiments, referring to fig. 4, the enclosure 201 includes a plurality of walls connected end to end, a stand 2011 is disposed at a connection between two adjacent walls, at least one wall is embedded with a frame 205, the frame 205 is connected with the stand 2011, and the frame 205 and the stand 2011 are connected with the base plate 202. In the above embodiment, by connecting the frame 205 to the upright 2011, the anti-side rigidity of the upright 2011 can be improved, so as to improve the anti-side rigidity of the building module main body 20 in the corresponding axial direction, thereby being beneficial to improving the anti-seismic performance of the fabricated building 100. The base plate 202, the upright 2011 and the frame 205 are integrated in pairs, so that the base plate, the upright 2011 and the frame 205 can bear force together, and the deformation resistance of the building module main body 20 is improved.
In the embodiment of the application, the wall body is not used as a main stress member, the wall body can be a filling wall body, and the material of the wall body can be set according to actual needs without specific limitation.
Illustratively, one upright 2011 may be connected to one frame 205 or may also be connected to multiple frames 205.
Illustratively, the frame 205 may be welded or bolted to the posts 2011 with high strength, and both the frame 205 and the posts 2011 may be welded or bolted to the base plate 202 with high strength.
In the case where a plurality of building module bodies 20 are stacked one above another with the openings 203 of the plurality of building module bodies 20 facing upward, the frame 205 of the building module body 20 located below may be connected to the base plate 202 of the building module body 20 located above by bolts. Due to machining errors and other reasons, the frame 205 of the lower building module main body 20 may not be well attached to the base plate 202 of the upper building module main body 20, so that the machining precision requirement of the frame 205 and the base plate 202 can be reduced by adopting a bolt connection mode, and the production cost is reduced.
In the case of a plurality of building module bodies 20 stacked one above another with the openings 203 of the plurality of building module bodies 20 facing downward, the frame 205 of the building module body 20 located above may be coupled with the base plate 202 of the building module body 20 located below by bolts. Because the frame 205 of the upper building module body 20 may not be well bonded to the base plate 202 of the lower building module body 20 due to processing errors and the like, the processing precision requirements of the frame 205 and the base plate 202 may be reduced by adopting a bolt connection manner.
In some embodiments, the frame 205 may be used to deploy stationary electromechanical lines, thus also facilitating improved overall structural integrity.
In some embodiments, referring to fig. 9, the frame 205 includes a frame body 2051 and a connection mount 2052, the connection mount 2052 including a first portion 2053, a second portion 2054, and a stiffener 2055, the first portion 2053 being connected between the second portion 2054 and the frame body 2051, the second portion 2054 being connected to the pillar 2011, an end surface area of the second portion 2054 facing the pillar 2011 being smaller than an end surface area of the frame body 2051 facing the pillar 2011, the stiffener 2055 being connected to each of the frame body 2051, the first portion 2053, and the second portion 2054.
It can be appreciated that, because the area of the end surface of the second portion 2054 facing the upright 2011 is smaller than the area of the end surface of the frame main body 2051 facing the upright 2011, compared with the situation that the end surface of the whole frame main body facing the upright is attached to the upright and welded, in this embodiment, the frame main body 2051 is connected to the upright 2011 through the connection base 2052, so that the connection difficulty is reduced, the machining dimensional precision of the frame 205 can be reduced, and the machining difficulty of the frame 205 is reduced. Along the extension direction of the upright 2011, the connection seats 2052 may be provided with a plurality of connection seats at intervals, so as to equivalently reduce the calculated length of the lateral resistance of the elongated upright 2011 and improve the axial critical bearing capacity thereof.
In the above embodiment, the above structural form is adopted for the connection base 2052, and when the connection base 2052 is loaded in all directions, the connection base 2052 is not easy to deform, so that the structural stability is good, and the reliable connection between the frame main body 2051 and the upright post 2011 can be realized.
Illustratively, the reinforcing ribs 2055 may be provided on both sides of the first portion 2053 in the horizontal direction, or the reinforcing ribs 2055 may be provided on both sides of the first portion 2053 in the vertical direction (refer to fig. 9).
In some embodiments, the substrate 202 includes a first decorative layer, a rigid structural layer 2021, and a second decorative layer that are sequentially stacked, where the rigid structural layer 2021 is formed with a receiving cavity 2022 (refer to fig. 4 to 7) for receiving a pipeline, and a preformed hole 2023 for penetrating a connecting rib is disposed between adjacent receiving cavities 2022.
The rigid structural layer 2021 may be a steel frame layer, or may be a reinforced concrete layer, for example. The first and second decorative layers may be composite wood plies, tile layers, gypsum layers, stainless steel plies, etc. to function as decorations, cover the rigid structural layer 2021, sound insulation, etc. The rigid structure layer 2021 is formed with a housing cavity 2022, and the housing cavity 2022 may be provided with a pipeline in advance when prefabricated in a factory, or may be provided with a pipeline at a construction site.
By providing the receiving cavity 2022 in the rigid structural layer 2021 in advance, the possibility that the subsequent arrangement of the pipelines causes a larger damage to the overall structure of the substrate 202 can be reduced, which is beneficial to enabling the substrate 202 to have better usability.
The preformed holes 2023 used for penetrating the connecting ribs are arranged between the adjacent accommodating cavities 2022, and the connecting ribs are arranged through the special preformed holes 2023, so that the pipelines and the connecting ribs can be respectively and independently arranged, and therefore the possibility that the pipeline leakage substances are in contact with the connecting ribs to cause corrosion and damage of the connecting ribs can be reduced, the service life of the connecting ribs can be prolonged as much as possible, and the possibility that the service reliability of the assembled building 100 is influenced can be reduced.
In some embodiments, the yield strength of the pillar 2011 is greater than 400MPa, the diameter of the cross section of the pillar 2011 is less than 200 mm, and the wall thickness of the pillar 2011 is less than 10 mm. That is, the yield strength of the pillar 2011 is greater, and the size of the pillar 2011 is smaller, so that the structural strength of the prefabricated building 100 can be higher, and the usable area of the prefabricated building 100 is larger with the same floor area.
Illustratively, the post 2011 may be made of super strength steel having a yield strength of 460 Mpa-550 Mpa, the cross-sectional diameter of the post 2011 may be 150 mm or 100 mm or less, and the wall thickness of the post 2011 may be 6 mm or less.
The fabricated building 100 in the embodiment of the application is usually used as a permanent building, most of fabricated buildings in the related technology are less than three layers, the fabricated building 100 in the embodiment of the application has higher lateral rigidity, the connection rigidity between the building module main body 20 and the building module main body 20 is better, and the connection sites are more, so that the layer height can reach six layers, and the three-layer use scene of the fabricated building in the related technology is broken through.
In the description of the present specification, reference to the terms "one embodiment," "some embodiments," "illustrative embodiments," "examples," "specific examples," or "some examples," etc., means that a particular feature, structure, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the spirit and scope of the invention as defined by the appended claims and their equivalents.

Claims (7)

1.一种装配式建筑模块，其特征在于，包括建筑模块主体(20)，所述建筑模块主体(20)用于装配式建筑(100)，所述装配式建筑(100)包括楼板(10)和所述建筑模块主体(20)，1. A prefabricated building module, characterized in that it comprises a building module body (20), the building module body (20) being used in a prefabricated building (100), the prefabricated building (100) comprising a floor slab (10) and the building module body (20), 所述建筑模块主体(20)包括围挡(201)和一个基板(202)，所述围挡(201)围绕所述基板(202)设置，所述围挡(201)的一端与所述基板(202)相连，所述围挡(201)的另一端限定出开口(203)，所述建筑模块主体(20)设有一个或阵列布置的多个；The building module body (20) includes a fence (201) and a base plate (202). The fence (201) is arranged around the base plate (202). One end of the fence (201) is connected to the base plate (202). The other end of the fence (201) defines an opening (203). The building module body (20) has one or more such fences arranged in an array. 所述建筑模块主体(20)的开口(203)朝上，所述楼板(10)盖设于位于最上方的所述建筑模块主体(20)的开口(203)；The opening (203) of the building module body (20) faces upward, and the floor slab (10) covers the opening (203) of the uppermost building module body (20); 或者，所述建筑模块主体(20)的开口(203)朝下，位于最下方的所述建筑模块主体(20)支撑于所述楼板(10)且所述楼板(10)盖封所述建筑模块主体(20)的所述开口(203)，Alternatively, the opening (203) of the building module body (20) faces downwards, and the lowermost building module body (20) is supported by the floor slab (10), with the floor slab (10) covering the opening (203) of the building module body (20). 所述围挡(201)包括多个立柱(2011)，所述装配式建筑模块(200)还包括支撑组件(30)，所述支撑组件(30)与多个所述立柱(2011)靠近所述开口(203)的一端可拆卸相连，The enclosure (201) includes multiple columns (2011), and the prefabricated building module (200) also includes a support assembly (30), which is detachably connected to one end of the multiple columns (2011) near the opening (203). 所述支撑组件(30)包括至少两个第一伸缩杆(301)和至少两个第二伸缩杆(302)，所述第一伸缩杆(301)可拆卸地连接于两个所述立柱(2011)之间，所述第二伸缩杆(302)连接于两个所述第一伸缩杆(301)之间。The support assembly (30) includes at least two first telescopic rods (301) and at least two second telescopic rods (302), wherein the first telescopic rods (301) are detachably connected between the two columns (2011) and the second telescopic rods (302) are connected between the two first telescopic rods (301). 2.根据权利要求1所述的装配式建筑模块，其特征在于，所述基板(202)背向所述围挡(201)的一侧设有连接柱脚(204)，所述围挡(201)包括多个立柱(2011)，所述立柱(2011)的一端端部与所述基板(202)相连；2. The prefabricated building module according to claim 1, characterized in that the base plate (202) is provided with connecting column feet (204) on the side facing away from the enclosure (201), the enclosure (201) includes a plurality of columns (2011), and one end of the column (2011) is connected to the base plate (202); 对于上下布置的两个所述建筑模块主体(20)，一个所述建筑模块主体(20)的所述连接柱脚(204)套设于另一个所述建筑模块主体(20)的所述立柱(2011)的另一端端部且与所述立柱(2011)相连。For the two building module bodies (20) arranged vertically, the connecting column foot (204) of one building module body (20) is sleeved on the other end of the column (2011) of the other building module body (20) and connected to the column (2011). 3.根据权利要求1所述的装配式建筑模块，其特征在于，所述建筑模块主体(20)沿水平方向并排布置有多个，所述装配式建筑(100)还包括连接筋，所述连接筋沿水平方向穿设于多个所述基板(202)以连接多个所述基板(202)，或/和，所述连接筋沿水平方向穿设于多个所述楼板(10)以连接多个所述楼板(10)。3. The prefabricated building module according to claim 1, characterized in that the main body (20) of the building module is arranged in a row along the horizontal direction, and the prefabricated building (100) further includes connecting bars, the connecting bars are inserted through the multiple base plates (202) along the horizontal direction to connect the multiple base plates (202), or/and, the connecting bars are inserted through the multiple floor slabs (10) along the horizontal direction to connect the multiple floor slabs (10). 4.根据权利要求1所述的装配式建筑模块，其特征在于，所述建筑模块主体(20)沿水平方向并排布置有多个，所述围挡(201)包括多个立柱(2011)，所述立柱(2011)形成有第一连接孔(2012)，所述装配式建筑(100)还包括第一连接件，所述第一连接件穿设两个所述建筑模块主体(20)的并排相邻的所述立柱(2011)的所述第一连接孔(2012)，以连接两个所述立柱(2011)。4. The prefabricated building module according to claim 1, characterized in that the main body (20) of the building module is arranged in a horizontal direction with a plurality of columns (2011), the enclosure (201) includes a plurality of columns (2011), the columns (2011) are formed with a first connecting hole (2012), the prefabricated building (100) further includes a first connector, the first connector passes through the first connecting hole (2012) of two adjacent columns (2011) of the main body (20) of the building module to connect the two columns (2011). 5.根据权利要求1所述的装配式建筑模块，其特征在于，所述围挡(201)包括首尾相连的多个墙体，相邻所述墙体之间的连接处设有立柱(2011)，至少一个所述墙体嵌设有框架(205)，所述框架(205)与所述立柱(2011)相连，所述框架(205)和所述立柱(2011)均与所述基板(202)相连。5. The prefabricated building module according to claim 1, characterized in that the enclosure (201) includes a plurality of walls connected end to end, a column (2011) is provided at the connection between adjacent walls, at least one of the walls is embedded with a frame (205), the frame (205) is connected to the column (2011), and both the frame (205) and the column (2011) are connected to the base plate (202). 6.根据权利要求5所述的装配式建筑模块，其特征在于，所述框架(205)包括框架主体(2051)和连接座(2052)，所述连接座(2052)包括第一部分(2053)、第二部分(2054)和加强筋(2055)，所述第一部分(2053)连接于所述第二部分(2054)和所述框架主体(2051)之间，所述第二部分(2054)与所述立柱(2011)相连，所述第二部分(2054)朝向所述立柱(2011)的端面面积小于所述框架主体(2051)朝向所述立柱(2011)的端面面积，所述加强筋(2055)与所述框架主体(2051)、所述第一部分(2053)和所述第二部分(2054)均相连。6. The prefabricated building module according to claim 5, characterized in that the frame (205) includes a frame body (2051) and a connecting seat (2052), the connecting seat (2052) includes a first part (2053), a second part (2054) and a reinforcing rib (2055), the first part (2053) is connected between the second part (2054) and the frame body (2051), the second part (2054) is connected to the column (2011), the end face area of the second part (2054) facing the column (2011) is smaller than the end face area of the frame body (2051) facing the column (2011), and the reinforcing rib (2055) is connected to the frame body (2051), the first part (2053) and the second part (2054). 7.根据权利要求1所述的装配式建筑模块，其特征在于，所述基板(202)包括依次叠合设置的第一装饰层、刚结构层(2021)和第二装饰层，所述刚结构层(2021)形成有用于容纳管线的容纳腔(2022)，相邻所述容纳腔(2022)之间设有用于穿设连接筋的预留孔(2023)。7. The prefabricated building module according to claim 1, characterized in that the substrate (202) includes a first decorative layer, a rigid structure layer (2021) and a second decorative layer stacked in sequence, the rigid structure layer (2021) forming a receiving cavity (2022) for accommodating pipelines, and a reserved hole (2023) for passing through connecting ribs is provided between adjacent receiving cavities (2022).
CN202510738912.7A 2025-06-04 2025-06-04 Assembled building module Active CN120384577B (en)

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CN113235734A (en) * 2021-06-23 2021-08-10 国住人居工程顾问有限公司 Modular building structure system with plate steel structure and construction method thereof
CN117988562A (en) * 2024-02-06 2024-05-07 清华大学 A new method for constructing high-rise concrete modular buildings

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CN112942898B (en) * 2021-04-06 2024-05-10 华城(天津)建筑科技有限公司 Modularized integrally assembled building system, building module unit and connecting node
CN119801121A (en) * 2025-01-08 2025-04-11 北京建工新型建材有限责任公司 A multi-story fully prefabricated concrete modular building structure and its processing technology

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CN113235734A (en) * 2021-06-23 2021-08-10 国住人居工程顾问有限公司 Modular building structure system with plate steel structure and construction method thereof
CN117988562A (en) * 2024-02-06 2024-05-07 清华大学 A new method for constructing high-rise concrete modular buildings

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