CN115012671A - Assembly type building structure and construction method thereof - Google Patents
Assembly type building structure and construction method thereof Download PDFInfo
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- CN115012671A CN115012671A CN202210724300.9A CN202210724300A CN115012671A CN 115012671 A CN115012671 A CN 115012671A CN 202210724300 A CN202210724300 A CN 202210724300A CN 115012671 A CN115012671 A CN 115012671A
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- 238000010276 construction Methods 0.000 title description 11
- 239000002023 wood Substances 0.000 claims abstract description 38
- 210000001503 joint Anatomy 0.000 claims abstract description 33
- 238000009434 installation Methods 0.000 claims description 27
- 238000000034 method Methods 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 11
- 238000003032 molecular docking Methods 0.000 claims description 11
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- 239000000758 substrate Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 description 13
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 12
- 235000011613 Pinus brutia Nutrition 0.000 description 12
- 241000018646 Pinus brutia Species 0.000 description 12
- 238000010586 diagram Methods 0.000 description 9
- 229910052918 calcium silicate Inorganic materials 0.000 description 8
- 239000000378 calcium silicate Substances 0.000 description 8
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 8
- 239000006260 foam Substances 0.000 description 8
- 238000010079 rubber tapping Methods 0.000 description 8
- 238000005187 foaming Methods 0.000 description 4
- 239000003292 glue Substances 0.000 description 4
- 238000005034 decoration Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 206010059866 Drug resistance Diseases 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
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- 239000000839 emulsion Substances 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
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- 229910052751 metal Inorganic materials 0.000 description 1
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Classifications
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- 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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- 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
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
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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
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention provides an assembled building structure, which is characterized in that: the system comprises a base module, a beam butt joint module, a beam erecting module and a building module; wherein, the base module comprises a plurality of bases; the beam erection module comprises a plurality of beams; the beam is fixedly arranged on the base through the beam butt joint module; and the building module is arranged on the wood beam to form a target building model. The effect of quick splicing can be realized.
Description
Technical Field
The invention relates to the field of constructional engineering, in particular to a quick-building, assembly type, civil building, EPP high-strength foam composite building module and a construction method.
Background
Along with the increasingly strict requirements of China on the area and height of civil buildings, people increasingly pursue a building material and a construction process which have shorter construction time, lower manufacturing cost, higher earthquake resistance level and more excellent heat insulation and sound insulation performance, and the requirements of people cannot be met by adopting a brick-concrete structure and a wood structure.
Disclosure of Invention
In order to solve the problems, the invention develops the building module which is convenient to build quickly, and realizes the effect of quick and convenient building by using the building module.
The invention provides a manufacturing method of an assembly type building structure, which is characterized by comprising the following process steps:
s1, manufacturing a building module according to a target building;
s2, positioning and prefabricating a base according to the target building area;
s3, installing a base;
s4, mounting a beam butt joint module;
s5, mounting the beam on a base;
s6, installing a bottom building module;
s7, installing a vertical face building module and a transverse building module;
s8, decorating inside and outside.
Further, the present invention provides a method for manufacturing a prefabricated building structure, which is characterized in that:
in step S4, the beam docking module is connected to the base by the docking piece a;
in step S5, the girder and the girder docking module are fixed to each other by the docking B.
Further, the present invention provides a method for manufacturing a prefabricated building structure, which is characterized in that:
in step S6, the floor building module is fixed to the beam by passing the fastener a through the end member of the vertical building module and the floor building module;
in steps S6-S7, the vertical building modules and the lateral building modules are connected to each other by fasteners B penetrating through the end members of the vertical building modules and the end members of the lateral building modules.
Furthermore, the present invention provides a fabricated building structure, characterized in that: comprises a substrate module, a beam butt-joint module, a beam erecting module and a building module;
wherein, the substrate module comprises a plurality of bases;
the beam erection module comprises a plurality of beams;
the wood beam is fixedly arranged on the base through the beam butt joint module;
the building module is arranged on the wood beam to form a target building model.
Further, the present invention provides a fabricated building structure, further characterized in that:
the base module further comprises a base adjusting mechanism;
the height of the base is adjusted by the base adjusting mechanism.
Further, the present invention provides a fabricated building structure, further characterized in that:
the base is provided with a base mounting hole;
the beam butt joint module comprises a beam butt joint piece body;
the beam butt joint piece body is just buckled with the base in shape and size;
the beam butt joint part body comprises a beam butt joint installation position and a base butt joint installation position;
the beams are fixed with the base through the beam butt joint installation positions;
the base is in butt joint with the mounting position and is opposite to the base mounting hole.
Further, the present invention provides a fabricated building structure, further characterized in that:
the beam erection module also comprises a T-shaped beam connecting piece;
the T-shaped beam connecting piece is connected with two beams arranged in a T shape.
Further, the present invention provides a fabricated building structure, further characterized in that:
the building module comprises a first panel, a second panel and a filling layer;
the first panel and the second panel are respectively arranged on two sides of the filling layer;
the filling layer is retracted inwards and is not flush with the edges of the first panel and the second panel;
the filling layer and the first panel and the second panel form a notch structure.
Further, the present invention provides a fabricated building structure, further characterized in that:
also includes a mounting fitting;
the mounting fittings are matched with the shape and the size of the notch structure.
Further, the present invention provides a fabricated building structure, further characterized in that:
the building modules are divided into a bottom building module, a transverse building module and a vertical building module according to building characteristics;
the bottom building module is fixedly arranged on the wood beam;
the vertical face building module is vertically and fixedly arranged on the bottom face building module or the transverse building module;
the transverse building module is transversely and fixedly arranged on the vertical building module.
Drawings
FIG. 1: a schematic view of a building structure;
FIG. 2 is a schematic diagram: a schematic structural diagram of a prefabricated base;
FIG. 3: a schematic structural diagram of a prefabricated base mounting and adjusting support;
FIG. 4-1: pouring concrete base detailed diagrams;
FIG. 4-2: prefabricating a base plane layout drawing;
FIG. 5: the structural schematic diagram of the beam butt joint module;
FIG. 6: a schematic view of the base and the beam;
FIG. 7: laying a wood beam;
FIG. 8: the structural schematic diagram of the T-shaped beam connecting piece;
FIG. 9: a building module structure schematic diagram;
FIG. 10: a schematic diagram of a building module mounting structure;
FIG. 11: a building module layout;
FIG. 12: door and window layout;
FIG. 13: door and window installation drawings;
FIG. 14: and finishing and decorating the picture.
Detailed description of the invention
As shown in fig. 1, the present embodiment provides a fabricated building structure which can be rapidly assembled on site through various prefabricated modules, and has a simple construction process and a short construction period.
The building structure consists of a base module, a beam butt joint module, a beam erecting module and a building module;
wherein the base module comprises a plurality of bases 20;
as shown in fig. 4, the base is arranged according to the characteristics of the upper building structure and then directly installed in a building area;
the beam erection module comprises a plurality of wood beams 500 or beam body structures used in other building categories;
the wood beam 500 is fixedly mounted on the base 20 through the beam docking module 200;
the building module 300 is installed on a wood beam to form a target building shape, and can be basically divided into a bottom building module 300D, a facade (wall surface) building module 300L, a top building module 300H, an exterior facing building module 300N and the like according to the use situation of different building modules 300, and the thickness, the material and the like of the board can be different.
Regarding the building module, its basic structure is shown in fig. 9:
comprises a first panel 310, a second panel 320 and a filling layer 330;
the first panel 310 is a calcium silicate board;
the second panel 320 is a calcium silicate board;
the first panel 310 and the second panel 320 are respectively disposed on two sides of the filling layer 330;
the filling layer 330 is an EPP high-strength foam layer;
the filling layer 330, indented inward, is not flush with the edges of the first panel 310 and the second panel 320;
and the filling layer 330, together with the first panel 310 and the second panel 320, forms a notch 331 structure, i.e., a notch 331 with a certain distance is left around.
The size and thickness of the plate body can be selected according to the requirements of actual engineering.
The depth of the notches is also customized according to the actual installation location and needs.
To facilitate assembly, a mounting fitting is provided that mates with the slot, as shown in fig. 10, and the mounting fitting 400 (e.g., a wood keel) is snap fit into the slot and terminated by a self-tapping screw D or the like.
The specific construction structure and process, and the auxiliary mechanisms used in the process are as follows:
the building structure of the present invention is formed by: construction module manufacturing → concrete base prefabrication → concrete base installation → installation of base and beam connectors → wood beam installation → installation of a modeling module floor slab → installation of a modeling module wall slab → decoration and fitment.
S1.1 building Module fabrication
The research process of the modularized EPP composite building module shows that EPP high-strength foam meets the requirements most, and the EPP has good mechanical property, excellent heat resistance and property beneficial to environmental protection, and is a new-generation foam material. The product has the advantages of impact resistance, drug resistance, light weight, environmental protection and the like, and is widely used as a buffer material for automobile parts and packaging products at present. Not only can be recycled, but also can be naturally degraded, and can not cause white pollution, so that the foam is called as green foam. The front and back surfaces of the building module are provided with calcium silicate plates, EPP high-strength foam is sandwiched between the calcium silicate plates to compound the building module into a module suitable for building size, and a building structure is formed by assembling the modules.
In this embodiment, building modules of different sizes are produced according to the individual drawing under the building, the front and back of the module adopt 20mm thick calcium silicate plates as panels, 200mm/320mm EPP high-strength foam is clamped inside the module, and 40mm notches are reserved on the periphery of the module. (FIG. 9)
S1.2 concrete base prefabrication
Customizing a professional aluminum template, placing a reinforcement cage in the template, pouring C2O concrete, guiding and compacting by using a vibrating rod, and inserting a PVC pipe into a hole reserved in the template to penetrate through a concrete base to form a through bolt hole.
S1.3 concrete base installation
As shown in fig. 4-1, a foundation pit (40 is soil) of 1000 × 1000mm is dug by a mini-excavator according to a base line-laying point diagram, as shown in fig. 2, a layer of stone is filled in the bottom layer of the foundation pit, concrete 30 is poured in the foundation pit, a concrete base 20 is inserted, a through hole 10 is formed in the concrete base, an adjusting support sleeved on the through hole can be fixed through the through hole, and then a gradienter is adopted to recheck the height, the levelness and the installation position of the concrete base.
The adjusting bracket for mounting the prefabricated base can be matched with a special prefabricated base for use and comprises a hoop 7 and a base adjusting component;
in the embodiment, the prefabricated base is square as shown in fig. 3, so the anchor ear 7 is square;
the anchor ear 7 is provided with an opening part, so that the prefabricated base 20 can be accommodated and the enclosing effect of the prefabricated base is realized;
in addition, the anchor ear can be a structure with adjustable width in consideration of the application range of the anchor ear;
the hoop 7 is provided with a bolt connecting hole 6;
the bolt holes 6 are paired (i.e., a first bolt hole and a second bolt hole) and are oppositely arranged on two arms of the opening part;
in the use process, after the prefabricated base 20 is placed into the hoop, the prefabricated base sequentially penetrates through the first bolting holes 6 of the hoop, the opposite-penetrating bolt holes 10 in the prefabricated base 20 and the second bolting holes 6 in the hoop to be fixed.
The base adjusting component comprises an adjusting arm 5 and an adjusting functional component;
the hoop and the adjusting functional component are respectively positioned at two ends of the adjusting arm 5;
the base adjusting component takes the shape of three-leg separation, two-leg separation or single leg after being butted (such as welding) with the hoop;
in half, the adjusting arm 5 is in an L-shaped configuration;
the length of the whole or part of the adjusting functional component can be adjusted.
The adjusting functional component comprises a supporting part 5 (namely, an L-shaped supporting rod model) and a telescopic part;
the head end of the supporting part 5 is connected to the outer visual surface of the hoop;
the end of the support part 5 is connected with a telescopic part.
The telescopic part comprises an adjusting member and a telescopic member;
this telescopic component carries out reciprocating motion under the effect of adjusting the component, and its molding can be the structure of similar telescopic link, also can adopt following structure:
the telescopic part comprises an adjusting bolt 4, an adjusting rod 3, a screw rod 2 and a supporting disk 1;
the adjusting rod 3 is sleeved on the outer surface of the adjusting bolt 4;
the screw rod 2 is arranged on the upper surface of the support plate 1;
during use, by screwing the adjusting lever 3, an elongation or shortening effect is achieved.
S1.4 base and beam connecting piece installation
As shown in fig. 4-2, according to the difference of the positions of the bases, the L-shaped (X1), U-shaped (X2) and square (X3) connectors 200 (i.e., beam butt-joint modules) are sequentially installed according to the design drawing, and the connectors and the bolt holes reserved on the concrete bases are bolted and fixed by using the through bolts.
As shown in the drawings, the connecting member may have L, U or various shapes according to different orientations in order to match the butt joint of the beams, and in this embodiment, the structure of the connecting member is described as follows, taking a U-shaped connecting member as an example:
as shown in fig. 5, the beam docking module 200 includes a beam docking body;
the beam butt joint piece body is just buckled with the base in shape and size;
the beam butt joint body comprises a beam butt joint installation position 220 and a base butt joint installation position 210 (the biggest difference of butt joints of different types is the modeling of the beam butt joint installation position 220, namely L, U or square);
the beam and the base are fixed with each other through the mounting hole 221 on the beam butt joint mounting position 220;
the base is butted against the mounting location 211 and faces the base mounting hole 10.
S1.5 Wood Beam mounting
300-300 pine is adopted as a wood beam, the wood beam is arranged on the connecting piece and fixed through the through bolts, and a nut groove is formed in the wood beam before the wood beam is arranged, so that the subsequent wood beam is convenient to install.
As shown in fig. 6, in the mounting process, the through bolt a is inserted through the mounting hole 211 and the through hole 10 of the base 20 to lock the two.
The locking of the beam 500 and the mounting hole 221 is achieved by passing a counter screw B through both.
Simultaneously in order to realize the installation of the beam cross position of two no base installation positions in T type position, in this embodiment, a butt joint is realized to T type connecting piece that still provides.
As shown in fig. 7, after the installation position of the wood beam is drawn according to the construction drawing, the T-beam connector is fixed to the wood beam by using the self-tapping screw with respect to the crossing position X, and the wood beam to be installed is discharged into the T-beam connector slot and fixed by using the self-tapping screw.
The T-beam connector 100, as shown in fig. 8, includes a T-beam connector body;
the T-shaped beam connecting piece body comprises a first beam mounting part and a second beam mounting part, and wood beams with different diameters are possibly used in consideration of the beam according to the building requirements or the local bearing difference, so that the first beam mounting part is of a telescopic structure;
the first beam mounting part and the second beam mounting part are arranged in a mutually perpendicular mode, or the first beam mounting part and the second beam mounting part can be arranged at a specific angle under the condition that an oblique cross beam needs to be set if the requirement of a special-shaped space exists.
The first beam mounting part is provided with a first beam fixing component for fixing the Z beam;
the second beam mounting portion has a second beam fixing member thereon for fixing the H-beam.
In particular, the amount of the solvent to be used,
the first beam mounting part is in a U-shaped shape and consists of a first embracing arm 111 and a second embracing arm 112 which are oppositely arranged and a first beam bottom connecting plate 113;
the first clasping arm 111 and the second clasping arm 112 are perpendicular to the longitudinal beam bottom connecting plate 113, that is, form a U shape.
The first clasping arm 111 is provided with a plurality of first mounting holes;
a plurality of second mounting holes are also formed in the second clasping arm 112;
this first mounting hole is the setting of one-to-one with the second mounting hole to when the timber beams worn, it is fixed directly to wearing through long rivet.
The first beam bottom connection plate 113 is also provided with a plurality of fixing holes, and the Z-beam can be further fixed through the fixing holes;
the second beam mounting part includes a second beam first fixing plate 121 and a second beam second fixing plate 122;
the second beam first fixing plate 121 is connected with the first clasping arm and forms a right-angle outward-folded shape with the first clasping arm;
the second beam second fixing plate 122 is connected to the second clasping arm, and forms a right-angled outward-folded shape with the second clasping arm.
The second beam first fixing plate 121 has a plurality of fixing holes;
the second beam second fixing plate 122 has a plurality of fixing holes.
The first beam fixing plate and the second beam fixing plate are on the same horizontal plane.
The installation process is heavy, the planes of the first fixing plate 121 and the second fixing plate 122 of the second beam of the T-shaped connecting piece are attached to the H beam, the connecting piece is fixed on the side surface of the wood beam through a long rivet and other members, and then the Z beam is erected to be clamped in the groove body, so that the two sides and the bottom are fixed.
S1.6 modeling module floor installation
As shown in fig. 1, in the installation process, the floor slab assembly is sequentially performed from left to right, the building modules are placed at the installation positions, then the building modules are connected and fixed by using 80 x 200mm pine keels, foaming glue is respectively sprayed on the pine keels and in the grooves of the building modules, the building modules are fixed on the pine keels by using self-tapping screws on the calcium silicate boards above and below the building modules, and the foaming glue is injected into the gaps after the building modules are fixed, so that the pine keels and the building modules are compact. EPP foam with the thickness of 40mm is cut off on the cross section of a module on the periphery of a building by using a hot melting cutter, and 80-200 mm pine keels are embedded into grooves of the building module for connection and fixation. The second floor is assembled by building modules with the thickness of 360 degrees.
Specifically, the structure of fig. 1 (i.e., between the horizontal plane and the vertical plane) is fixed as follows:
s1.6.1, installing a wood keel 400D at a horizontally arranged notch of a building module through a fixing piece D for sealing;
s1.6.2, fixing a wood keel 400L paired with the vertically arranged building module and a wood keel 400D paired with the horizontally arranged building module through a fixing piece E;
s1.6.3, sequentially penetrating vertically-arranged building modules and matched wood keels 400L and transversely-arranged building modules 300D through fixing pieces C and then fixing the vertically-arranged building modules and the transversely-arranged building modules with wood beams 500;
s1.6.4, a body 400L of the vertically arranged building module is installed on the wood keel 400L, and the fixing between the two is completed through a fixing piece D.
S1.7 modeling module wallboard installation
The assembly of the wall panels is sequentially carried out from left to right, 80-200 pine keels are fixed at the installation positions of the wall body by customized large-sized self-tapping screws, the large-sized self-tapping screws can penetrate through the floor slab and are bolted into the wood beam to enhance the stability of the wall body, and the medium-sized self-tapping screws tap the wood keels in the floor slab.
The building module is characterized in that the building module is fixedly connected with the building module through 80-200 mm pine keels, foaming glue is sprayed on the pine keels and in grooves of the building module respectively, the building module is fixed on the upper calcium silicate plate and the lower calcium silicate plate of the building module through self-tapping screws, and the foaming glue is injected into gaps after the building module is fixed, so that the pine keels and the building module are compact.
Specifically, the structure shown in fig. 10 (i.e., between the same planes) has the following fixing method:
s1.6.1, installing a wood keel 400A at a notch of a building module 300A through a fixing piece D for sealing;
s1.6.2, fixing the wood keel 400B matched with the other building module 300B in the plane with the wood keel 400A matched with the previous straight module 300A through a fixing piece F;
s1.6.3, the building module 300B is sleeved on the convex wood keel 400B and fixed through the fixing piece D.
The structure shown in fig. 11 is finally completed according to design requirements.
As shown in fig. 12 and 13, the door and window openings are fixed by using 40 × 200mm pine keels 91 and 92, installation base layers are reserved for door and window casings, and the door lintel and the upper and lower walls of the window are fixed by using 40 × 200 pine keels 93 in a butt-joint and bolt mode.
S1.8 decoration
Referring to fig. 14, according to the decoration requirement, the crack of the wall surface of the building module can be plastered with the emulsion paint directly after being plastered with the crack-resistant paper, and the wall surface can also be hung with stone, wood veneer and metal plate veneer. The base layer does not need leveling treatment.
The floor can also be directly paved with carpet, wood floor, wet-adhered stone and vitrified tiles. The kitchen, the toilet and the roof are required to be treated by waterproof coiled materials.
The door and window is provided with a door and window sleeve base plate, and the door and window can be directly installed, so that a secondary leveling layer and a base layer are not required to be arranged on the ground of the traditional building wall, the aim of quick construction is fulfilled, the light weight and the environment friendliness are realized, and the earthquake resistance grade can reach 8.0 grade by measurement and calculation.
The embodiment actually provides a building structure based on the current design scheme and a method based on the structure, and in practical application, when the design scheme is as follows: under the condition that the wall body layout and the like are changed, building structures with various shapes can be realized by applying the splicing structure.
Claims (10)
1. A method of manufacturing a fabricated building structure, comprising the process steps of:
s1, manufacturing a building module according to a target building;
s2, positioning and prefabricating a base according to the target building area;
s3, installing a base;
s4, mounting a beam butt joint module;
s5, mounting the beam on a base;
s6, installing a bottom building module;
s7, installing a vertical face building module and a transverse building module;
s8, decorating inside and outside.
2. A method of manufacturing a fabricated building structure according to claim 1, wherein:
in step S4, the beam docking module is connected to the base by the docking piece a;
in step S5, the girder and the girder docking module are fixed to each other by the docking B.
3. A method of manufacturing a fabricated building structure according to claim 1, wherein:
in step S6, the floor building module is fixed to the beam by a fixing member a penetrating through the end member of the riser building module and the floor building module;
in steps S6-S7, the fasteners B penetrate the end members of the riser building modules and the end members of the lateral building modules to interconnect the riser building modules and the lateral building modules.
4. A fabricated building structure, characterized by: comprises a substrate module, a beam butt-joint module, a beam erecting module and a building module;
wherein, the base module comprises a plurality of bases;
the beam erection module comprises a plurality of beams;
the beam is fixedly arranged on the base through the beam butt joint module;
and the building module is arranged on the wood beam to form a target building model.
5. A fabricated building structure according to claim 4, wherein:
the base module further comprises a base adjusting mechanism;
the base adjusting mechanism adjusts the height of the base.
6. A fabricated building structure according to claim 4, wherein:
the base is provided with a base mounting hole;
the beam butt joint module comprises a beam butt joint piece body;
the beam butt joint piece body is just buckled with the base in shape and size;
the beam butt joint part body comprises a beam butt joint installation position and a base butt joint installation position;
the beam and the base are fixed with each other through the beam butt joint installation position;
the base is in butt joint with the mounting position and is opposite to the base mounting hole.
7. A fabricated building structure according to claim 4, wherein:
the beam erection module also comprises a T-shaped beam connecting piece;
the T-shaped beam connecting piece is connected with the two beams arranged in a T shape.
8. A fabricated building structure according to claim 4, wherein:
the building module comprises a first panel, a second panel and a filling layer;
the first panel and the second panel are respectively arranged on two sides of the filling layer;
the filling layer is retracted inwards and is not flush with the edges of the first panel and the second panel;
and a notch structure is formed between the filling layer and the first panel and between the filling layer and the second panel.
9. A fabricated building structure according to claim 8, wherein:
also includes a mounting fitting;
the mounting fittings are matched with the shape and the size of the notch structure.
10. A fabricated building structure according to claim 4, wherein:
the building modules are divided into a bottom building module, a transverse building module and a vertical building module according to building characteristics;
the bottom building module is fixedly arranged on the wood beam;
the vertical face building module is vertically and fixedly arranged on the bottom face building module or the transverse building module;
and the transverse building module is transversely and fixedly arranged on the vertical building module.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202210724300.9A CN115012671A (en) | 2022-06-24 | 2022-06-24 | Assembly type building structure and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210724300.9A CN115012671A (en) | 2022-06-24 | 2022-06-24 | Assembly type building structure and construction method thereof |
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| CN115012671A true CN115012671A (en) | 2022-09-06 |
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| CN202210724300.9A Pending CN115012671A (en) | 2022-06-24 | 2022-06-24 | Assembly type building structure and construction method thereof |
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| CN (1) | CN115012671A (en) |
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