CN113404159A - Prefabricated building with prefabricated foundation and assembling method thereof - Google Patents
Prefabricated building with prefabricated foundation and assembling method thereof Download PDFInfo
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- CN113404159A CN113404159A CN202110752869.1A CN202110752869A CN113404159A CN 113404159 A CN113404159 A CN 113404159A CN 202110752869 A CN202110752869 A CN 202110752869A CN 113404159 A CN113404159 A CN 113404159A
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- 238000000034 method Methods 0.000 title claims abstract description 12
- 238000009434 installation Methods 0.000 claims description 25
- 239000003973 paint Substances 0.000 claims description 12
- 238000005507 spraying Methods 0.000 claims description 12
- 239000000945 filler Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 7
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 241000196324 Embryophyta Species 0.000 claims description 3
- 238000004806 packaging method and process Methods 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- 238000009966 trimming Methods 0.000 claims description 3
- 238000004018 waxing Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 239000002184 metal Substances 0.000 abstract description 3
- 230000002349 favourable effect Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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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
- E04B1/58—Connections for building structures in general of bar-shaped 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
- E04B1/0007—Base structures; Cellars
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the technical field of assembly type buildings, in particular to an assembly type building with a prefabricated assembly type foundation and an assembly method thereof. All the structures of the invention can be assembled, the height of the floor can be adjusted according to the environment of the use site, the assembly type building is a screw fixing and clamping fixing structure, a metal frame is not needed in the device, and the device is provided with a lifting joint structure for supporting levelness.
Description
Technical Field
The invention relates to the technical field of assembly type buildings, in particular to an assembly type building with a prefabricated assembly type foundation and an assembly method thereof.
Background
The prefabricated assembly type foundation assembly type building is a building which is formed by transferring a large amount of field operation work in the traditional building mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the building components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode.
Chinese patent discloses a prefabricated assembly type foundation assembly type building and an assembly method thereof, (No. CN110485553A), the technology of the patent adopts prefabricated foundation components and an assembly type construction method transported to a construction site, the processing is convenient, the construction is convenient, the structure is reasonable, the safety and the stability are high, however, the installation of the device wall roof needs manual cutting and nailing and installing, the installation efficiency is low, the device can not adjust the floor height, the building is not suitable for different use environments, the general assembly type building is of a welding structure, or more screws are used, the installation efficiency of the device is not good, the joint of the nailing and installing structure has larger gaps, the sealing performance of the building is poor, the heat preservation effect inside the building is not good, more metal frames are arranged inside the general device, the whole building consumes more metal materials, the manufacturing cost is high, the general device can not support the lifting joint of the levelness, is not favorable for the levelness of the device, leads to the building to be toppled over under long-time tilting, and is not favorable for the stability of the building. Accordingly, those skilled in the art have provided a prefabricated construction of prefabricated foundations and a method of assembling the same to solve the problems of the background art as described above.
Disclosure of Invention
The present invention is directed to a prefabricated structure with prefabricated foundations and a method for assembling the same, which solves the above problems of the prior art.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a prefabricated basic assembly type building of assembled, includes the building mobile jib, a horizontal supporting beam and a vertical supporting beam are installed to the lower extreme of building mobile jib, the surface mounting of building mobile jib has the infill panel, the last surface mounting of building mobile jib has the roof mounting panel, the surface slidable mounting of roof mounting panel has the roof lath, the lower extreme of building mobile jib is provided with the backup pad, the below of going up the backup pad is provided with the lower backup pad, the last surface rotation of lower backup pad installs the leveling screw rod, horizontal supporting beam's both ends position department all is provided with first cardboard, the second cardboard is all installed to vertical supporting beam's front and back position department.
As a further scheme of the invention: the front surface of the building main rod is provided with a supporting beam fixing hole, the outer surface of the first clamping plate is provided with a first supporting beam fixing screw, the outer surface of the second clamping plate is provided with a second supporting beam fixing screw, the upper surface of the building main rod is provided with a clamping groove and a first roof mounting plate fixing hole, the side surface of the building main rod is provided with a main beam clamping groove, the lower surface of the roof mounting plate is welded with a clamping strip, the two ends of the upper surface of the roof mounting plate are provided with second roof mounting plate fixing holes, the front and back ends of the roof lath are provided with third clamping plates, one side of the roof lath is provided with a roof lath slot, the other side of the roof lath is provided with a roof lath inserting plate, the front and back ends of the filling plate are provided with filling plate mounting clamping strips, and the upper surface of the filling plate is provided with filling plate clamping grooves, and the lower surface of the filling plate is provided with a filling plate clamping strip.
As a still further scheme of the invention: the horizontal supporting beam is fixed at the lower end of the outer surface of the building main rod through the first clamping plate, and the longitudinal supporting beam is fixed at the lower end of the outer surface of the building main rod through the second clamping plate.
As a still further scheme of the invention: the upper end of the leveling screw rod is rotatably installed on the outer surface position of the upper supporting plate, and the lower supporting plate is supported below the upper supporting plate through the leveling screw rod.
As a still further scheme of the invention: the first supporting beam fixing screw corresponds to the outer portion of the supporting beam fixing hole, the first clamping plate is fixed to the outer surface position of the building main rod through the first supporting beam fixing screw and the first clamping plate, the second supporting beam fixing screw corresponds to the outer portion of the supporting beam fixing hole, and the second clamping plate is fixed to the outer surface position of the building main rod through the second supporting beam fixing screw and the first clamping plate.
As a still further scheme of the invention: the utility model discloses a building mobile jib, including the draw-in groove, the draw-in groove is fixed on the roof mounting panel, the inside position department of draw-in groove, first roof mounting panel fixed orifices is corresponding with the position of second roof mounting panel fixed orifices, first roof mounting panel fixed orifices is rotated with the inside of second roof mounting panel fixed orifices and is installed the screw, the roof mounting panel runs through second roof mounting panel fixed orifices and the upper surface position department that first roof mounting panel fixed orifices was fixed in the building mobile jib through the screw, the roof lath passes through third cardboard slidable mounting in the upper surface position department of roof mounting panel, the position of roof lath slot and roof lath picture peg is corresponding.
As a still further scheme of the invention: the positions of the filler board clamping strips and the filler board clamping grooves are corresponding, the filler board mounting clamping strips are slidably mounted at the inner positions of the girder clamping grooves, and the filler board is slidably mounted at the outer surface position of the building main rod through the filler board mounting clamping strips and the girder clamping grooves.
As a still further scheme of the invention: an assembly method of an assembly type building with prefabricated assembly type foundations comprises the following steps:
s1, trimming the heights of the building main rods according to the heights of the buildings, wherein the heights of the building main rods at the front end and the rear end of the building are different, the inclined planes of the upper surfaces of the building main rods are positioned on a horizontal plane, the inclined planes are suitable for installing a roof installation plate and a roof batten, and filling plates with proper sizes are selected according to the sizes of building areas;
s2, moving the processed materials to a paint spraying room for paint spraying treatment, spraying the paint once every 30 minutes for five times, polishing and waxing the materials after the paint spraying, and packaging and storing the treated materials;
at the step of S3, the method comprises the steps of, removing weeds on the ground of a building installation site, tamping and leveling the ground, estimating according to the environment of the installation site, wherein a transverse supporting beam and a longitudinal supporting beam are positioned at the height of the outer surface of a building main rod, the building main rod is placed at a proper position of the ground, the transverse supporting beam is clamped to the outer surface of the building main rod through a first clamping plate, the rear end of a first supporting beam fixing screw is turned into the inside of a supporting beam fixing hole to complete the fixing of the transverse supporting beam and the building main rod, the longitudinal supporting beam is clamped to the outer surface of the building main rod through a second clamping plate, the rear end of a second supporting beam fixing screw is turned into the inside of a supporting beam fixing hole to complete the fixing of the longitudinal supporting beam and the building main rod, a leveling screw rod on the outer surface of an upper supporting plate is turned, the lower end of the leveling screw rod is turned on the upper surface of the;
s4, placing filling plates on the upper surfaces of a transverse supporting beam and a longitudinal supporting beam, fixedly connecting two adjacent filling plates with filling plate clamping grooves through filling plate clamping strips to finish floor installation, slidably installing the filling plates into main beam clamping grooves through filling plate installing clamping strips to finish wall installation, taking out a roof installing plate, sliding the clamping strips into the clamping grooves, penetrating through a second roof installing plate fixing hole and a first roof installing plate fixing hole through screws, fixing the roof installing plate to the upper surface of a building main rod, clamping the roof plate strips to the outer surface of the roof installing plate through a third clamping strip, and clamping and connecting two adjacent roof laths with roof lath inserting plates through roof lath inserting grooves;
s5, opening doors and windows on the outer surface of the filling plate, installing doors and windows, and pasting wallpaper inside the building according to needs to beautify the interior.
Compared with the prior art, the invention has the beneficial effects that:
1. the prefabricated building with the prefabricated foundation has the advantages that all structures can be assembled, the installation efficiency is high, the height of the floor can be adjusted according to the environment of the use site, the moisture resistance of the building is improved, and wild animals are prevented from entering the interior of the building;
2. the assembly type building is a screw fixing and clamping fixing structure, the main beam is fixed through screws, the wall plate, the floor and the roof are clamping structures, the trouble of welding is avoided, the sealing performance of the building is improved through the clamping structures, the heat insulation performance of the building is improved, a metal frame is not needed in the device, the material consumption of the building is reduced, and the production cost is reduced;
3. this device is provided with the festival structure of carrying that supports the levelness, is favorable to the installation levelness of device, avoids long-time slope to lead to the problem that the building emptys, is favorable to the stability of building.
Drawings
FIG. 1 is a schematic structural view of a prefabricated building having prefabricated foundations;
FIG. 2 is a schematic structural view of a building main rod in a prefabricated assembly-based assembly building;
FIG. 3 is a schematic structural view of a cross support beam in a prefabricated assembly-based assembly building;
FIG. 4 is a schematic view of a longitudinal support beam in a prefabricated assembly-based assembly building;
FIG. 5 is a schematic view of a prefabricated foundation assembly building roof panel;
FIG. 6 is a schematic view of the construction of a roof lath in a prefabricated building with prefabricated foundations;
fig. 7 is a schematic structural view of a infill panel in a prefabricated assembly-based assembly building.
In the figure: 1. building main rods; 2. a transverse support beam; 3. a longitudinal support beam; 4. a infill panel; 5. a roof mounting plate; 6. a roof batten; 7. an upper support plate; 8. a lower support plate; 9. leveling screw rods; 10. a first clamping plate; 11. a support beam fixing hole; 12. a second clamping plate; 13. the first supporting beam fixing screw; 14. a second support beam set screw; 15. clamping the strip; 16. a card slot; 17. a first roof mounting plate fixing hole; 18. a second roof mounting plate fixing hole; 19. a third clamping plate; 20. a roof batten socket; 21. a roof lath inserting plate; 22. installing a clamping strip on the filling plate; 23. a main beam clamping groove; 24. filling board clamping strips; 25. and (4) filling board clamping grooves.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 7, in the embodiment of the present invention, a prefabricated assembly foundation assembly type building includes a building main rod 1, a transverse support beam 2 and a longitudinal support beam 3 are installed at a lower end of the building main rod 1, a filling plate 4 is installed on an outer surface of the building main rod 1, a roof mounting plate 5 is installed on an upper surface of the building main rod 1, roof slats 6 are slidably installed on an outer surface of the roof mounting plate 5, an upper support plate 7 is installed at a lower end of the building main rod 1, a lower support plate 8 is installed below the upper support plate 7, a leveling screw 9 is rotatably installed on an upper surface of the lower support plate 8, first clamping plates 10 are installed at positions of two ends of the transverse support beam 2, second clamping plates 12 are installed at positions of a front end and a rear end of the longitudinal support beam 3, the transverse support beam 2 is fixed at a position of a lower end of an outer surface of the building main rod 1 through the first clamping plates 10, the longitudinal support beam 3 is fixed at a position of a lower end of an outer surface of the building main rod 1 through the second clamping plates 12, the upper end of the leveling screw 9 is rotatably arranged on the outer surface of the upper supporting plate 7, and the lower supporting plate 8 is supported below the upper supporting plate 7 through the leveling screw 9.
In fig. 2, 3, 4, 5, 6, 7: a supporting beam fixing hole 11 is arranged on the front surface of the building main rod 1, a first supporting beam fixing screw 13 is arranged on the outer surface of the first clamping plate 10, a second supporting beam fixing screw 14 is arranged on the outer surface of the second clamping plate 12, a clamping groove 16 and a first roof mounting plate fixing hole 17 are arranged on the upper surface of the building main rod 1, a main beam clamping groove 23 is arranged on the side surface of the building main rod 1, clamping strips 15 are welded on the lower surface of the roof mounting plate 5, second roof mounting plate fixing holes 18 are arranged at two ends of the upper surface of the roof mounting plate 5, third clamping plates 19 are arranged at the front and rear ends of the roof laths 6, roof lath slots 20 are arranged at one side of the roof laths 6, roof laths inserting plates 21 are arranged at the other side of the roof laths 6, filling plate mounting clamping strips 22 are arranged at the front and rear ends of the filling plate 4, and filling plate clamping grooves 25 are arranged on the upper surface of the filling plate 4, the lower surface of the filling plate 4 is provided with a filling plate clamping strip 24, a first supporting beam fixing screw 13 corresponds to the external position of a supporting beam fixing hole 11, a first clamping plate 10 is fixed at the external surface position of the building main rod 1 through the first supporting beam fixing screw 13 and the first clamping plate 10, a second supporting beam fixing screw 14 corresponds to the external position of the supporting beam fixing hole 11, a second clamping plate 12 is fixed at the external surface position of the building main rod 1 through the second supporting beam fixing screw 14 and the first clamping plate 10, a clamping strip 15 is slidably arranged at the internal position of a clamping groove 16, a first roof mounting plate fixing hole 17 corresponds to the position of a second roof mounting plate fixing hole 18, a screw is rotatably arranged in the first roof mounting plate fixing hole 17 and the second roof mounting plate fixing hole 18, a roof mounting plate 5 penetrates through the second roof mounting plate fixing hole 18 and the first roof mounting plate fixing hole 17 through the screw and is fixed at the upper surface position of the building main rod 1, the roof laths 6 are slidably mounted on the upper surface of the roof mounting plate 5 through the third clamping plate 19, the roof lath slots 20 correspond to the roof lath inserting plates 21, the filling plate clamping strips 24 correspond to the filling plate clamping slots 25, the filling plate mounting clamping strips 22 are slidably mounted on the inner positions of the main beam clamping slots 23, and the filling plate 4 is slidably mounted on the outer surface of the building main rod 1 through the filling plate mounting clamping strips 22 and the main beam clamping slots 23.
An assembly method of an assembly type building with a prefabricated assembly type foundation comprises the following steps:
s1, trimming the height of the building main rods 1 according to the height of the building, wherein the heights of the building main rods 1 at the front end and the rear end of the building are different, the inclined planes of the upper surfaces of the building main rods 1 are positioned on a horizontal plane, the installation of the roof mounting plates 5 and the roof battens 6 is suitable, and filling plates 4 with proper sizes are selected according to the size of the building area;
s2, moving the processed materials to a paint spraying room for paint spraying treatment, spraying the paint once every 30 minutes for five times, polishing and waxing the materials after the paint spraying, and packaging and storing the treated materials;
s3, removing weeds on the ground of a building installation site, tamping and leveling the ground, estimating according to the environment of the installation site, positioning a transverse support beam 2 and a longitudinal support beam 3 at the height of the outer surface of a building main rod 1, placing the building main rod 1 at a proper position of the ground, clamping the transverse support beam 2 on the outer surface of the building main rod 1 through a first clamping plate 10, rotating the rear end of a first support beam fixing screw 13 into the inside of a support beam fixing hole 11 to complete the fixing of the transverse support beam 2 and the building main rod 1, clamping the longitudinal support beam 3 on the outer surface of the building main rod 1 through a second clamping plate 12, rotating the rear end of a second support beam fixing screw 14 into the inside of a support beam fixing hole 11 to complete the fixing of the longitudinal support beam 3 and the building main rod 1, rotating a leveling screw 9 on the outer surface of an upper support plate 7, and rotating the lower end of the leveling, adjusting the levelness of the building main rod 1, burying the lower supporting plate 8 and the upper supporting plate 7 into soil and compacting the ground;
s4, placing filling plates 4 on the upper surfaces of a transverse supporting beam 2 and a longitudinal supporting beam 3, fixedly connecting two adjacent filling plates 4 with filling plate clamping grooves 25 through filling plate clamping strips 24 to complete floor installation, slidably installing the filling plates 4 into main beam clamping grooves 23 through filling plate installing clamping strips 22 to complete wall installation, taking out a roof mounting plate 5, sliding clamping strips 15 into clamping grooves 16, penetrating through a second roof mounting plate fixing hole 18 and a first roof mounting plate fixing hole 17 through screws, fixing the roof mounting plate 5 to the upper surface of a building main rod 1, clamping roof battens 6 to the outer surface of the roof mounting plate 5 through a third clamping plate 19, and clamping and connecting two adjacent roof battens 6 with roof batten inserting plates 21 through roof batten inserting grooves 20;
s5, opening doors and windows on the outer surface of the filling plate 4, installing doors and windows, and pasting wallpaper inside the building according to needs to beautify the interior.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (8)
1. An assembly type building with prefabricated assembly type foundation, which comprises a building main rod (1) and is characterized in that, the lower end of the building main rod (1) is provided with a transverse supporting beam (2) and a longitudinal supporting beam (3), the outer surface of the building main rod (1) is provided with a filling plate (4), the upper surface of the building main rod (1) is provided with a roof mounting plate (5), the outer surface of the roof mounting plate (5) is provided with roof battens (6) in a sliding way, an upper supporting plate (7) is arranged at the lower end of the building main rod (1), a lower supporting plate (8) is arranged below the upper supporting plate (7), the upper surface of the lower supporting plate (8) is rotatably provided with a leveling screw (9), the two ends of the transverse supporting beam (2) are respectively provided with a first clamping plate (10), and the front end and the rear end of the longitudinal supporting beam (3) are respectively provided with a second clamping plate (12).
2. The prefabricated assembly type foundation assembly type building as claimed in claim 1, wherein a supporting beam fixing hole (11) is formed in the front surface of the building main rod (1), a first supporting beam fixing screw (13) is installed on the outer surface of the first clamping plate (10), a second supporting beam fixing screw (14) is installed on the outer surface of the second clamping plate (12), a clamping groove (16) and a first roof mounting plate fixing hole (17) are formed in the upper surface of the building main rod (1), a main beam clamping groove (23) is formed in the side surface of the building main rod (1), clamping strips (15) are welded to the lower surface of the roof mounting plate (5), second roof mounting plate fixing holes (18) are formed in the two end positions of the upper surface of the roof mounting plate (5), and third clamping plates (19) are arranged at the front end position and the rear end position of the roof lath (6), roof lath slot (20) have been seted up to one side of roof lath (6), the opposite side of roof lath (6) is provided with roof lath picture peg (21), the front and back position department of filler plate (4) all is provided with filler plate installation card strip (22), filler plate draw-in groove (25) have been seted up to the upper surface of filler plate (4), the lower surface of filler plate (4) is provided with filler plate card strip (24).
3. A prefabricated foundation assembly type building as claimed in claim 1, wherein said transverse supporting beam (2) is fixed to the outer surface of the building main rod (1) at a lower end position by a first clamping plate (10), and said longitudinal supporting beam (3) is fixed to the outer surface of the building main rod (1) at a lower end position by a second clamping plate (12).
4. A prefabricated foundation assembly type building as claimed in claim 1, wherein the upper end of said leveling screw (9) is rotatably installed at the outer surface position of the upper supporting plate (7), and said lower supporting plate (8) is supported at the lower position of the upper supporting plate (7) by the leveling screw (9).
5. A prefabricated assembled foundation assembly type building as claimed in claim 2, wherein the first supporting beam fixing screw (13) corresponds to the external arrangement of the supporting beam fixing hole (11), the first clamping plate (10) is fixed on the outer surface of the building main rod (1) through the first supporting beam fixing screw (13) and the first clamping plate (10), the second supporting beam fixing screw (14) corresponds to the external arrangement of the supporting beam fixing hole (11), and the second clamping plate (12) is fixed on the outer surface of the building main rod (1) through the second supporting beam fixing screw (14) and the first clamping plate (10).
6. A prefabricated construction type structure of prefabricated foundation according to claim 2, the clamping strip (15) is slidably arranged at the inner position of the clamping groove (16), the position of the first roof mounting plate fixing hole (17) corresponds to the position of the second roof mounting plate fixing hole (18), the inner parts of the first roof mounting plate fixing hole (17) and the second roof mounting plate fixing hole (18) are rotatably provided with screws, the roof mounting plate (5) is fixed on the upper surface of the building main rod (1) by penetrating through the second roof mounting plate fixing hole (18) and the first roof mounting plate fixing hole (17) through screws, the roof battens (6) are slidably arranged at the upper surface position of the roof mounting plate (5) through a third clamping plate (19), the positions of the roof batten inserting grooves (20) correspond to those of the roof batten inserting plates (21).
7. The prefabricated foundation assembly type building as claimed in claim 2, wherein the infill panel clamping strips (24) correspond to the infill panel clamping grooves (25), the infill panel installation clamping strips (22) are slidably mounted at the inner positions of the main beam clamping grooves (23), and the infill panel (4) is slidably mounted at the outer surface position of the building main rod (1) through the infill panel installation clamping strips (22) and the main beam clamping grooves (23).
8. A prefabricated construction assembly method of a prefabricated foundation according to any one of claims 1 to 7, wherein the method of assembling comprises the steps of:
s1, trimming the height of the building main rods (1) according to the height of the building, wherein the heights of the building main rods (1) at the front end and the rear end of the building are different, the inclined planes of the upper surfaces of the building main rods (1) are positioned on a horizontal plane, the inclined planes are suitable for installing the roof installation plates (5) and the roof battens (6), and the filling plates (4) with the suitable sizes are selected according to the size of the building area;
s2, moving the processed materials to a paint spraying room for paint spraying treatment, spraying the paint once every 30 minutes for five times, polishing and waxing the materials after the paint spraying, and packaging and storing the treated materials;
s3, clearing weeds on the ground of a building installation site, tamping and leveling the ground, estimating according to the environment of the installation site, positioning a transverse support beam (2) and a longitudinal support beam (3) at the height of the outer surface of a building main rod (1), placing the building main rod (1) at a proper position of the ground, clamping the transverse support beam (2) on the outer surface of the building main rod (1) through a first clamping plate (10), rotating the rear end of a first support beam fixing screw (13) into the inside of a support beam fixing hole (11) to fix the transverse support beam (2) and the building main rod (1), clamping the longitudinal support beam (3) on the outer surface of the building main rod (1) through a second clamping plate (12), rotating the rear end of a second support beam fixing screw (14) into the inside of the support beam fixing hole (11) to fix the longitudinal support beam (3) and the building main rod (1), and rotating a leveling screw (9) on the outer surface of an upper support plate (7), the lower end of the leveling screw (9) rotates on the upper surface of the lower supporting plate (8), the levelness of the building main rod (1) is adjusted, and the lower supporting plate (8) and the upper supporting plate (7) are buried in soil and compacted on the ground;
s4, placing the filling board (4) on the upper surfaces of the transverse supporting beam (2) and the longitudinal supporting beam (3), two adjacent filling plates (4) are fixedly connected with a filling plate clamping groove (25) through a filling plate clamping strip (24) to finish floor installation, the filling plates (4) are installed inside a main beam clamping groove (23) in a sliding mode through a filling plate installation clamping strip (22) to finish wall installation, a roof installation plate (5) is taken out, a clamping strip (15) slides inside a clamping groove (16), the roof mounting plate (5) is fixed on the upper surface of the building main rod (1) by penetrating through a second roof mounting plate fixing hole (18) and a first roof mounting plate fixing hole (17) through screws, the roof battens (6) are clamped on the outer surface of the roof mounting plate (5) through a third clamping plate (19), and two adjacent roof battens (6) are connected with a roof batten inserting plate (21) in a clamping manner through roof batten inserting grooves (20);
s5, opening doors and windows on the outer surface of the filling plate (4), installing doors and windows, and pasting wallpaper inside the building according to needs to beautify the interior.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110752869.1A CN113404159A (en) | 2021-07-02 | 2021-07-02 | Prefabricated building with prefabricated foundation and assembling method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110752869.1A CN113404159A (en) | 2021-07-02 | 2021-07-02 | Prefabricated building with prefabricated foundation and assembling method thereof |
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| CN113404159A true CN113404159A (en) | 2021-09-17 |
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| CN202110752869.1A Pending CN113404159A (en) | 2021-07-02 | 2021-07-02 | Prefabricated building with prefabricated foundation and assembling method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233916A (en) * | 2022-07-22 | 2022-10-25 | 浙江众海建设集团有限公司 | Supporting structure of assembled building roof and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202493050U (en) * | 2012-03-07 | 2012-10-17 | 中国人民解放军总后勤部建筑工程研究所 | Modularized assembled type combined prefabricated house |
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| CN210529958U (en) * | 2019-07-23 | 2020-05-15 | 西华大学 | Civil engineering is with assembled steel construction concreting building structure exempts from |
| CN213268311U (en) * | 2020-09-22 | 2021-05-25 | 赵云莉 | Modular design's assembled building |
| CN213573230U (en) * | 2020-09-03 | 2021-06-29 | 华克医疗科技（北京）股份公司 | Modular assembly type CT machine room |
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| CN202493050U (en) * | 2012-03-07 | 2012-10-17 | 中国人民解放军总后勤部建筑工程研究所 | Modularized assembled type combined prefabricated house |
| CN210529958U (en) * | 2019-07-23 | 2020-05-15 | 西华大学 | Civil engineering is with assembled steel construction concreting building structure exempts from |
| CN110485553A (en) * | 2019-09-06 | 2019-11-22 | 泰州市保力装配式住宅工业有限公司 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
| CN213573230U (en) * | 2020-09-03 | 2021-06-29 | 华克医疗科技（北京）股份公司 | Modular assembly type CT machine room |
| CN213268311U (en) * | 2020-09-22 | 2021-05-25 | 赵云莉 | Modular design's assembled building |
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| CN115233916A (en) * | 2022-07-22 | 2022-10-25 | 浙江众海建设集团有限公司 | Supporting structure of assembled building roof and construction method |
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