CN111502022A - Modular assembled house wall floor structure and preparation and assembly method thereof - Google Patents

Modular assembled house wall floor structure and preparation and assembly method thereof Download PDF

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Publication number
CN111502022A
CN111502022A CN202010433607.4A CN202010433607A CN111502022A CN 111502022 A CN111502022 A CN 111502022A CN 202010433607 A CN202010433607 A CN 202010433607A CN 111502022 A CN111502022 A CN 111502022A
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China
Prior art keywords
wall
floor
column
layer
beams
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Pending
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CN202010433607.4A
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Chinese (zh)
Inventor
游威
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Zheng Chengjing
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Zheng Chengjing
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Priority to CN202010433607.4A priority Critical patent/CN111502022A/en
Publication of CN111502022A publication Critical patent/CN111502022A/en
Pending legal-status Critical Current

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    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
    • 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
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal 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
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/665—Sheets or foils impervious to water and water vapor
    • 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
    • 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
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention discloses a building wall floor structure of a modularized assembled house and a preparation and assembly method thereof, wherein a wall body is composed of a wall body bearing frame (1.1) and a wall surface (1.2), the wall body bearing frame (1.1) is provided with columns (1.1.1), beams (1.1.2), beam column connectors (1.1.3), "" type brackets (1.1.4), ribs (1.1.5) and space filling plates, wall brick units (1.2.2) or doors and windows (1.2.1) are piled and assembled in the wall body bearing frame (1.1) to form a complete wall body with the final wall surface, and the floor surface (2) is composed of a floor surface bearing beam frame (2.1), bearing strips (2.2), a plurality of backing plate units (2.3), a waterproof layer (2.4) and a floor layer (2.5).

Description

Modular assembled house wall floor structure and preparation and assembly method thereof
Technical Field
The invention relates to the building industry, in particular to a wall body and a floor structure in a low-rise house, which are particularly suitable for the construction and construction of self-built houses and lodging houses in the tourism industry.
Background
The current popular light steel villa is made by prefabricating raw materials such as light steel, wall boards, floor boards and the like in factories, and professional teams design house structural bodies in a customized manner according to the house building requirements of customers to form structures such as wall bodies, doors, windows, floors and the like, and then split the structures into parts, then processing light steel pipes according to the design in a factory, assembling the light steel pipes into specific parts by professional tools, finally transporting the parts to an operation site, assembling the parts into a house by professional equipment, although this method is standardized for the raw material of light steel floor panels, etc., it is still customized from the perspective of parts, therefore, the universality and the standardization are not realized on the level of parts, so that professional equipment and tools are required to realize the building of the house, if the building needs to be reconstructed or dismantled, corresponding parts can not be recycled and still generate scrapping of materials; still another kind of building construction adopts reinforced concrete pouring technology and structure, also adopts and assembles wall brick and door and window, but assembles wall brick and door and window and only plays the prepositioning effect when putting things in good order, still need through reinforced concrete pouring reinforcement and connection after putting things in good order, and still rely on professional and equipment, do not accomplish complete assembly, and because still be permanent structure, once establish the house and can't modify, for the house user, the cost of establishing the house is considerable, demolish or reconstruct and mean to scrap, the loss is very big. In summary, the current house construction mode does not completely achieve standardized modularization, still depends on professional design and construction, cannot achieve public DIY design and construction, still is a disposable fixed facility, has no changeability in structure, and has no characteristics of standardized modularization and repeated use of parts.
Disclosure of Invention
The modular assembled building wall floor structure is characterized in that the modular assembled building wall floor structure consists of a wall body and a floor, the wall body consists of a wall bearing frame and a wall surface, the wall bearing frame is provided with a plurality of columns and beams, the wall surface consists of wall brick units or wall brick units and door and window combination assembly, the floor surface consists of a floor bearing beam frame, a bearing strip, a plurality of backing plate units, a waterproof dust-proof layer and a floor layer, the floor surface consists of a plurality of beams and a plurality of beam connectors, the beams and the columns are connected and fixed with each other, the backing plate units are fixed by an upper backing plate, a lower backing plate and a supporting plate, the backing plate units are matched with the upper end of the front beam, the lower backing plate units, the front side of the front beam, the lower beam, the backing plate units are matched with the lower end of the front beam, the lower beam, the front side of the front beam, the rear beam, the backing plate units are matched with the rear end of the rear beam, the front beam, the rear beam, the backing plate units are matched with the rear wall surface bearing beam, the front beam, the rear beam, the backing plate units are arranged on the upper end of the upper backing plate, the lower beam, the rear beam, the backing plate units are matched with the front beam, the rear beam, the backing plate units are matched with the backing plate units, the rear beam, the backing plate units are matched with the rear wall surface of the rear wall surface, the rear wall surface of the backing plate units, the rear wall surface of the backing plate units, the backing plate units are matched with the backing plate units, the.
As a limitation, the upper and lower flanges of the beam-column connector are provided with outer sleeves or inner sleeves or column mounting through holes, and the columns can be inserted into the outer sleeves or the inner sleeves or are mounted on the columns in a bolt fastening mode.
As a limitation, the upper and lower flanges of the beam-column connector are square, regular polygon or circle, and the corresponding assembled column is also square, regular polygon or circle.
As a limitation, in order to facilitate the floor staggered layout, the upper and lower flanges of the beam-column connector are hollow rings, which are sleeved and fixed on the column by the characteristics.
As a limitation, in order to adjust the distance between the two brackets to adapt to the assembly of the wall surface, a space filling plate is arranged between the column and the brackets.
The projection outline of the front surface of the wall brick unit block body on the wall surface plane is any one of a rectangular shape, an 'L' shape and a regular polygon shape.
As a further limitation, the wall tile units can be, in addition to full-size wall tile units, full-width half-length wall tile units, full-length half-width wall tile units, half-length half-width wall tile units.
As a further limitation, the wall brick unit is composed of three blocks, the front projection outline of the wall brick unit is rectangular, and the second block is upwards and forwards staggered to form an upwards and forwards convex part compared with the first block and the third block; in order to reduce weight and facilitate the arrangement of invisible pipelines, the invisible pipelines are hollowed in the thickness direction to form hollow structures, and through holes are also formed in the columns and the beams.
The technical scheme of the method for preparing and assembling the wall and floor structure of the modularly assembled house comprises the following steps:
a) the method for preparing and assembling the wall and floor bearing frame comprises the following steps:
i. preparing columns, beams, brackets, space filling plates and ribs: prefabricating raw materials with uniform length in a factory, and then cutting and forming the raw materials according to the length specified by a user for later use; the finished product with the specified length can be directly manufactured for the user to select and use; the brackets, the space filling plates and the ribs can be pre-installed and solidified on corresponding beams and columns to be made into finished products for users to select;
ii, assembling a floor bearing frame: taking a plurality of beam-column connectors, firstly installing columns of a lower floor on a lower flange of the beam-column connectors, then installing beams on the top surfaces of the lower flanges of the beam-column connectors, and then connecting and fixing the upper flange and the lower flange with the beams by a plurality of supporting and fixing bolts, wherein a horizontal floor bearing frame is formed after the beams are installed on the beam-column connectors;
iii, assembling a wall bearing frame and a wall: installing the column of the floor on the upper flange of each beam-column connector, installing the brackets with the ribs on the column of the floor, and installing the ribs on the top surface and the bottom surface of the beam, wherein if the distance between the two brackets needs to be adjusted to adapt to wall assembly, a space filling plate can be additionally arranged between the brackets and the column; the assembled wall brick units or doors and windows are stacked from bottom to top until the space between the two opposite including plates is filled to form a wall surface, then beam-column connectors and beams are also installed at the top ends of the columns of the floor to form a wall body bearing frame, and the wall body bearing frame and the wall surface finally form a complete wall body.
b) The preparation and assembly method of the floor comprises the following steps:
i, preparing a bearing strip and a waterproof dustproof layer: prefabricating raw materials with uniform length, and then cutting and forming the raw materials for later use according to the size specified by a user; and the finished product with specified size can be directly manufactured for the user to select. Assembling the floor: the bearing strip is installed in a floor bearing frame consisting of beams, then a backing plate unit is laid in a gap between the bearing strip and the frame, then a dustproof waterproof layer is laid on the splicing combination of the backing plate unit, and finally cement tiles or other spliced floors are laid.
As a limitation, a single-layer wall surface or a double-layer wall surface can be stacked in the wall bearing frame.
As a limitation, the annular flange beam-column connector is selected and sleeved and fixed at the middle part of the column, and the beam lap is arranged on the annular flange to form a staggered floor wall body bearing structure.
As a further limitation, a circular beam column connector and a circular column are selected, and the beam and the bracket are mounted to the beam column connector and the circular column, respectively, at an arbitrary angle centered on an axis of the circular beam column connector.
As a further limitation, rectangular or square wall brick units are selected to assemble the wall surface, when the wall surface is a single-layer wall surface, the full-size wall brick units in odd rows and the full-size wall brick units in adjacent even rows are staggered by the distance of half a wall brick in the length direction so as to form staggered joints in the row direction, and the front end parts and the rear end parts are filled by full-width wall brick units in half length; when the wall is a double-layer wall, the stacking mode of the first layer of wall is the same as that of the single-layer wall, the stacking mode of the second layer of wall is the same as that of the first layer of wall, but the second layer of wall and the first layer of wall stagger the distance of half wall bricks in the width direction to form a staggered joint in the row direction, and the upper end part and the lower end part are filled with the full-length half-width wall brick unit and the half-length half-width wall brick unit.
The beneficial effects of the invention adopting the technical scheme are as follows: the adopted structural characteristics of the beam, the column, the connector, the rubbing board, the rib, the wall brick unit, the door and window, the filling board, the backing board, the bearing strip and the waterproof dust-proof layer are all standardized modularized designs, standard raw materials or accessories can be prefabricated in large scale, a user can personally select and flexibly match to generate a standard accessory list, then the standard accessory list is purchased and automatically assembled, standard unified matched embedded assembly is carried out among the wall brick units, between the wall brick units and the rubbing board, between the beam and the door and window, the self-stabilization characteristic is realized, the assembly can be easily carried out without professional teams and tool skills, the DIY building purpose is realized in the true sense, the simplicity and the high efficiency are realized, the labor and equipment cost of building can be greatly reduced, meanwhile, the related accessories can be repeatedly used when the building is dismantled or secondarily reconstructed, the environment is not only friendly, but also the value is preserved, the dismantling, Loss of value due to destruction and scrapping during reconstruction; in conclusion, the modular prefabricated house has the characteristic of standardized modularization, is particularly suitable for factory scale prefabrication, has the advantages of simplicity, easiness in installation, repeated reutilization, high efficiency and low manufacturing cost, and is particularly suitable for application occasions such as self-building houses, vacation houses, hotel villas, commercial low-rise buildings and the like.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of a wall load-bearing frame and a floor-in-city frame of the present invention;
FIG. 3 is an exploded view of the overall structure of the present invention;
FIG. 4 is a schematic view of the assembly of the beam, column, beam-column connector, bracket and space-filling panel of the present invention;
FIG. 5 is an assembled schematic view of a beam, column, circular nested beam-column connector of the present invention;
FIG. 6 is a schematic view of the assembly of the beam, column, circular mounting hole beam-column connector of the present invention;
FIG. 7 is a schematic view of the assembly of the beam, column, hollow ring beam-column connector of the present invention;
FIG. 8 is a schematic view of a wall block unit structure of the present invention;
FIG. 9 is an assembly schematic of the beam, bracket, tendon, wall tile unit of the present invention;
FIG. 10 is a top down perspective view of the beam and beam ribs of FIG. 9 removed;
FIG. 11 is a front-to-back projection of FIG. 9 with the brackets and the ribs of the brackets removed;
FIG. 12 is a schematic view of the door/window assembly of the present invention;
FIG. 13 is a schematic view of the construction and assembly method of the double wall of the present invention;
in the figure, the position of the upper end of the main shaft,
1 wall body
1.1 wall body bearing frame
1.1.1 column
1.1.1.1 (post) through hole
1.1.2 Beam
1.1.2.1 (upper) beam anastomosis, 1.1.2.2 (lower) beam anastomosis, 1.1.2.3 (beam) through hole.
1.1.3 Beam-column connector, 1.1.3a Ring Beam-column connector
1.1.3.1 upper flange, 1.1.3.1a (upper flange) hollow ring, 1.1.3.2 lower flange,
1.1.3.2a (lower flange) hollow ring, 1.1.3.3 supporting fixing bolt, 1.1.3.4a outer sleeve, 1.1.3.4b inner sleeve, 1.1.3.4c column mounting through hole
1.1.4 rubbing board
1.1.4.1 (bracket) front end anastomotic structure and 1.1.4.2 (bracket) rear end anastomotic structure
1.1.5 Ribs
1.1.6 space filling panels;
1.2 of wall surface,
1.2.1 doors and windows,
1.2.1.1 (door and window) contour, 1.2.1.2 skirtboard,
1.2.2/1.2.2a/1.2.2b/1.2.2c/1.2.2d wall brick units;
1.2.2.1 front end anastomosis structure, 1.2.2.2 rear end anastomosis structure, 1.2.2.3 upper end anastomosis structure, 1.2.2.4 lower end anastomosis structure,
1.2.2.5 (wall brick unit) Block
1.2.2.5.1 (of the wall brick unit block),
1.2.2.6 hollow structure (of wall brick unit)
2 floor
2.1 floor bearing beam frame, 2.2 bearing strips, 2.3 backing plate units, 2.4 waterproof and dustproof layers and 2.5 floor layers
Detailed Description
The invention is characterized in that the building comprises a wall 1 and a floor 2 as shown in figures 1, 2 and 3, the wall comprises a wall load-bearing frame 1.1 and a wall 1.2, the wall load-bearing frame 1.1 comprises four columns 1.1.1 and four beams 1.1.2, the wall 1.2 comprises a wall brick unit and a door and window 1.2.1 combined and assembled, the floor 2 comprises a floor load-bearing beam frame 2.1, a load-bearing strip 2.2, a plurality of backing plate units 2.3, a waterproof and dust-proof layer 2.4 and a floor layer 2.5, the floor load-bearing beam frame 2.1 comprises four beams 1.12, two load-bearing frames 2.1, 2.2, a plurality of beam connectors 1.1.3, wherein the two beams 1.1.2 and the columns 1.1.1.1.1 are connected and fixed to each other by upper flanges 1.1.3.1, lower flanges 1.1.3.2 and a plurality of supporting and fixing bolts 1.1.3.3.3, the upper and lower bolts 1.2, the upper and lower flanges 1.2 are respectively, the upper and the lower flanges 1.2 are respectively fitted to form a rectangular frame, the same height of a front and a longitudinal beam 1.2, the upper flange 1.2, the lower flange 1.2, the upper flange 2, the lower flange 2, the upper flange 2, the lower flange 2 is matched with the upper flange 2, the lower flange 2, the upper flange 2, the lower flange 2, the upper flange 2 is matched with the upper flange, the lower flange 2, the upper flange, the lower flange, the upper flange 2 flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange, the upper flange, the lower flange.
As shown in fig. 3, 5 and 6, the upper and lower flanges 1.1.3.1, 1.1.3.2 of the beam-column connector 1.1.3 can be mounted by an outer sleeve 1.1.3.4a or an inner sleeve 1.1.3.4b or a column mounting through hole 1.1.3.4 c; the column 1.1.1 can be inserted into the outer sleeve or inserted into the inner sleeve or fastened and mounted on the inner sleeve by bolts.
The upper and lower flanges of the beam-column connector 1.1.3 as shown in fig. 3 and 4 may be square, regular polygon or round, and the column 1.1.1 correspondingly assembled is also square, regular polygon or round.
As shown in fig. 7, the beam-column connector is a ring flange beam-column connector 1.1.3a, and the upper and lower flanges are hollow rings 1.1.3.1a, 1.1.3.2a, which are sleeved and fixed on the column 1.1.1 by the feature.
As shown in fig. 3 and 4, in order to adjust the distance between the two brackets 1.1.4 to adapt to the wall assembly, a space filling plate 1.1.6 is arranged between the column 1.1.1 and the brackets 1.1.4.
As shown in fig. 8, the front 1.2.2.5.1 of the block of wall tile units has a rectangular projection profile on the wall surface plane, and the wall tile units, in addition to the full-size wall tile unit 1.2.2a, have a full-width half-length wall tile unit 1.2.2b, a full-length half-width wall tile unit 1.2.2c and a half-length half-width wall tile unit 1.2.2 d; the second block body of the wall brick unit 1.2.2 is upwards staggered and forwards to form an upwards and forwards convex part compared with the first and the third block bodies; hollowed out in the thickness direction to form a hollow structure 1.2.2.6; through holes 1.1.1.1, 1.1.2.3 are provided on the column 1.1.1 and the beam 1.1.2.
The assembly method comprises the following steps:
a) the preparation and assembly method of the wall and floor bearing frame comprises the following steps:
i. preparing columns, beams, brackets, space filling plates and ribs: prefabricating raw materials with uniform length in a factory, and then cutting and forming the raw materials according to the length specified by a user for later use; the finished product with the specified length can be directly manufactured for the user to select and use; the bracket plate 1.1.4, the space filling plate 1.1.6 and the ribs 1.1.5 can be pre-installed and solidified on the corresponding beam 1.1.2 and the corresponding column 1.1.1 to be made into a finished product for the user to select;
floor load-bearing frame assembly: as shown in fig. 2, 3 and 5, six beam-column connectors 1.1.3 are taken, firstly, the column 1.1.1 of the lower floor is installed on the lower flange 1.1.3.2, then the beam 1.1.2 is installed on the top surface of the lower flange 1.1.3.2 of the beam-column connector 1.1.3, then the upper flange 1.1.3.1 and the lower flange 1.1.3.2 are connected and fixed with the beam 1.1.2 by the supporting and fixing bolt 1.1.3.3, and a horizontal floor bearing frame 2.1 is formed after the beams 1.1.2 are installed on the beam-column connector 1.1.3;
iii, assembling the wall bearing frame and the wall: as shown in fig. 1, 2 and 3, a column 1.1.1 of the floor is installed on an upper flange 1.1.3.2 of each beam-column connector 1.1.3, then a bracket 1.1.4 with a rib 1.1.5 installed thereon is installed on the column 1.1.1 of the floor, and the rib 1.1.5 is installed on the top surface and the bottom surface of the beam 1.1.2, if the distance between the two brackets 1.1.4 needs to be adjusted to adapt to wall assembly, a space filling plate 1.1.6 can be additionally installed between the bracket 1.1.4 and the column 1.1.1; piling up the assembled wall brick units 1.2.2 or doors and windows 1.2.1 from bottom to top until the space between the two opposite brackets 1.1.4 is filled to form a wall surface, then installing beam-column connectors 1.1.3 and beams 1.1.2 on the top ends of the columns 1.1.1 of the floor to form a wall body bearing frame 1.1, and finally forming a complete wall body with the wall surface; as shown in fig. 3 and 9, the odd-numbered rows of full-size wall brick units 1.2.2a and the adjacent even-numbered rows of full-size wall brick units 1.2.2a are staggered by half the distance of the wall bricks in the length direction so as to form staggered joints in the row direction, and the front end parts and the rear end parts are filled with full-width half-maximum wall brick units 1.2.2 b; the stacking mode of the second layer of wall surface is the same as that of the first layer of wall surface, but the distance between the second layer of wall surface and the first layer of wall surface is staggered in the width direction, so that a staggered joint is formed in the row direction, and the upper end part and the lower end part are filled with the full-length half-width wall brick unit 1.2.2c and the half-length half-width wall brick unit 1.2.2 d.
b) The preparation and assembly method of the floor comprises the following steps:
i. preparing a bearing strip and a waterproof dustproof layer: prefabricating raw materials with uniform length, and then cutting and forming the raw materials for later use according to the size specified by a user; and the finished product with specified size can be directly manufactured for the user to select.
Assembling the floor: as shown in fig. 1, 2 and 3, a bearing strip 2.2 is arranged in a floor bearing frame 2.1 consisting of beams 1.1.2, a backing plate unit 2.3 is laid in a gap between the bearing strip 2.2 and the frame, a dustproof and waterproof layer 2.4 is laid on the backing plate unit 2.3 for assembly, and finally cement tiles or other assembled floors 2.5 are laid; as shown in fig. 9 and 13, a double-layer wall surface is stacked in the wall bearing frame 1.1.
As shown in fig. 7, when a staggered floor wall bearing structure needs to be formed, the annular flange beam-column connector 1.1.3a is selected and fixed at the middle part of a column in a sleeved mode, and the beam 1.1.2 is arranged on the annular flange in a lap joint mode; as shown in fig. 4, or a sleeve type or mounting hole type beam-column connector 1.1.3 and two columns 1.1.1 splicing structure can be selected.
The foregoing detailed description is given by way of example only, and is provided to better enable one skilled in the art to understand the patent, and is not intended to limit the scope of the patent; any modification or modification that is substantially the same or equivalent to the technical content according to the technical means disclosed in the present patent is included in the scope of the present patent.

Claims (11)

1. A modular assembled house wall floor structure comprises a wall body (1) and a floor (2), the wall body comprises a wall bearing frame (1.1) and a wall surface (1.2), the wall bearing frame (1.1) is provided with a plurality of columns (1.1.1) and beams (1.1.2), the wall surface (1.2) is formed by combining and assembling wall brick units (1.2.2) or wall brick units and doors and windows (1.2.1) in a stacking mode, the floor surface (2) comprises floor bearing beam frames (2.1), bearing strips (2.2), a plurality of backing plate units (2.3), a waterproof dust-proof layer (2.4) and a floor layer (2.5), the floor bearing beam frames (2.1) are provided with a plurality of beams (1.12) and beam connectors (1.1.3) which are used for fixing the beams (1.1.2) and columns (1.1.2) and forming a plurality of supporting blocks (351.2) which are matched with the upper ends of the same, the front and rear bearing beam frames (1.2.2) and the corresponding to the upper ends of the same, the same width of the floor bearing beam, the same height, the same as the floor, the floor slab, the floor structure, the same as the floor, the floor slab, the floor structure, the floor is formed by the same height of the same structure, the floor, the same height, the floor, the same height, height.
2. The modular construction house wall floor structure of claim 1, wherein: the upper flange (1.1.3.1) and the lower flange (1.1.3.2) of the beam-column connector (1.1.3) are provided with an outer sleeve (1.1.3.4a) or an inner sleeve (1.1.3.4b) or a column mounting through hole (1.1.3.4c), and the column (1.1.1) can be inserted into an outer sleeve or inserted into an inner sleeve or fastened and mounted on the column by a bolt.
3. The modular construction house wall floor structure of claim 1, wherein: the upper flange (1.1.3.1) and the lower flange (1.1.3.2) of the beam-column connector (1.1.3) are square, regular polygon or round, and the column (1.1.1) assembled correspondingly is also square, regular polygon or round.
4. The modular construction house wall floor structure of claim 1, wherein: the beam-column connector is a ring-shaped beam-column connector (1.1.3a), the upper flange and the lower flange of the beam-column connector are hollow rings (1.1.3.1a, 1.1.3.2a), and the beam-column connector is sleeved and fixed on the column (1.1.1) through the characteristics.
5. The modular construction house wall floor structure of claim 1, wherein: a space filling plate (1.1.6) is arranged between the column (1.1.1) and the bracket plate (1.1.4).
6. The modular assembled house wall floor structure of claim 1, wherein the projection outline of the front face (1.2.2.5.1) of the wall brick unit block body on the wall surface plane is any one of rectangle, "L" shape and regular polygon.
7. The modular construction house wall floor structure of claim 1 or 6, wherein: the wall brick unit comprises a full-size wall brick unit (1.2.2a), a full-width half-length wall brick unit (1.2.2b), a full-length half-width wall brick unit (1.2.2c) and a half-length half-width wall brick unit (1.2.2 d).
8. The modular construction house wall floor structure of claim 1 or 6, wherein: the wall brick unit (1.2.2) consists of three blocks (1.2.2.5), the front projection outline of the wall brick unit is rectangular, and the second block is upwards and forwards staggered to form upwards and forwards convex parts compared with the first block and the third block; the hollow structure (1.2.2.6) is hollowed in the thickness direction, and through holes (1.1.1.1, 1.1.2.3) are arranged on the column (1.1.1) and the beam (1.1.2).
9. A method for preparing and assembling a wall and floor structure of a modular assembled house is characterized by comprising the following steps of:
a) the method for preparing and assembling the wall and floor bearing frame comprises the following steps:
i. preparing columns, beams, brackets, space filling plates and ribs: prefabricating raw materials with uniform length in a factory, and then cutting and forming the raw materials according to the length specified by a user for later use; the finished product with the specified length can be directly manufactured for the user to select and use; the bracket plate (1.1.4), the space filling plate (1.1.6) and the ribs (1.1.5) can be pre-installed and solidified on the corresponding beam (1.1.2) and the corresponding column (1.1.1) to be made into a finished product for the user to select;
floor load-bearing frame assembly: taking a plurality of beam-column connectors (1.1.3), firstly installing columns (1.1.1) of a lower floor on lower flanges (1.1.3.2) of the columns, then installing beams (1.1.2) on the top surfaces of lower flanges (1.1.3.2) of the beam-column connectors (1.1.3), and then connecting and fixing upper and lower flanges (1.1.3.1 and 1.1.3.2) and beams (1.1.2) together by a plurality of supporting fixing bolts (1.1.3.3), wherein a horizontal floor bearing frame (2.1) is formed after the beams (1.1.2) are installed on the beam-column connectors (1.1.3);
iii, assembling the wall bearing frame and the wall: installing columns (1.1.1) of the floor on upper flanges (1.1.3.1) of beam-column connectors (1.1.3), installing brackets (1.1.4) provided with ribs (1.1.5) on the columns (1.1.1) of the floor, and installing the ribs (1.1.5) on the top and bottom surfaces of the beams (1.1.2), if the distance between the two brackets (1.1.4) needs to be adjusted to adapt to wall assembly, a space filling plate (1.1.6) can be additionally arranged between the brackets (1.1.4) and the columns (1.1.1); the assembled wall brick units (1.2.2) or doors and windows (1.2.1) are stacked from bottom to top until the space between two opposite brackets (1.1.4) is filled to form a wall surface, then the top ends of the columns (1.1.1) of the floor are also provided with beam-column connectors (1.1.3) and beams (1.1.2) to form a wall body bearing frame (1.1), and the wall body bearing frame and the wall surface finally form a complete wall body.
b) The preparation and assembly method of the floor comprises the following steps:
i. preparing a bearing strip and a waterproof dustproof layer: prefabricating raw materials with uniform length, and then cutting and forming the raw materials for later use according to the size specified by a user; can also directly manufacture finished products with specified sizes for selection of users
Assembling the floor: the bearing strip (2.2) is arranged in a floor bearing frame (2.1) consisting of beams (1.1.2), then a backing plate unit (2.3) is laid in a gap between the bearing strip (2.2) and the frame, then a dustproof and waterproof layer (2.4) is laid on the splicing combination of the backing plate unit (2.3), and finally cement tiles or other spliced floors (2.5) are laid.
10. The method for preparing and assembling a modular assembled house wall and floor structure according to claim 9, wherein: rectangular or square wall brick units (1.2.2) are selected to assemble the wall surface, and a single-layer wall surface or a double-layer wall surface can be stacked in the wall body bearing frame (1.1); when the wall is a single-layer wall, the full-size wall brick units (1.2.2a) in odd rows and the full-size wall brick units (1.2.2a) in adjacent even rows are staggered by the distance of half wall bricks in the length direction so as to form staggered joints in the column direction, and the front end parts and the rear end parts are filled with full-width wall brick units (1.2.2b) in half length; when the wall is a double-layer wall, the stacking mode of the first layer of wall is the same as that of the single-layer wall, the stacking mode of the second layer of wall is the same as that of the first layer of wall, but the second layer of wall and the first layer of wall are staggered in the width direction by the distance of half wall bricks, so that a staggered joint is formed in the row direction, and the upper end part and the lower end part are filled with the full-length half-width wall brick units (1.2.2c) and the half-length half-width wall brick units (1.2.2 d).
11. The method for preparing and assembling a modular assembled house wall and floor structure according to claim 9, wherein: selecting a circular beam column connector (1.13) and a circular column (1.1.1); the beam (1.1.2) and the bracket (1.1.4) are respectively arranged on the beam-column connector (1.1.3) and the circular column (1.1.1) at any angle by taking the axis of the circular beam-column connector (1.1.3) as the center; the annular flange beam-column connector (1.1.3a) is selected to be sleeved and fixed at the middle part of the column, and the lap edge of the beam (1.12) is arranged on the annular flange to form a staggered floor wall body bearing structure.
CN202010433607.4A 2020-05-21 2020-05-21 Modular assembled house wall floor structure and preparation and assembly method thereof Pending CN111502022A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116468575A (en) * 2023-06-19 2023-07-21 佛山市银锠精密五金有限公司 House assembly scheme recommendation method, device, equipment and storage medium

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116468575A (en) * 2023-06-19 2023-07-21 佛山市银锠精密五金有限公司 House assembly scheme recommendation method, device, equipment and storage medium
CN116468575B (en) * 2023-06-19 2023-09-15 佛山市银锠精密五金有限公司 House assembly scheme recommendation method, device, equipment and storage medium

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