CN108035471B - Modular balsa structure gable trapezoid board and mounting method thereof - Google Patents
Modular balsa structure gable trapezoid board and mounting method thereof Download PDFInfo
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- CN108035471B CN108035471B CN201810054690.7A CN201810054690A CN108035471B CN 108035471 B CN108035471 B CN 108035471B CN 201810054690 A CN201810054690 A CN 201810054690A CN 108035471 B CN108035471 B CN 108035471B
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/026—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of prefabricated modules, e.g. box-like or cell-like units
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
- E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a modular balsa structure gable trapezoid board and an installation method thereof; the bottom ends of the two vertical frame plates are respectively connected with the bottom beam plate, and the top ends of the two vertical frame plates are respectively connected with the oblique top beam plate; the whole modular balsa structure gable trapezoid plate is trapezoid; a plurality of uniformly distributed and mutually parallel in-plate wall skeleton posts are arranged between the frame plates, and in the wallboard in the middle third section of the width of the gable board, a notch vertical to the oblique roof beam plate is arranged at the corresponding position of the top of one of the in-plate wall skeleton posts, and is an oblique beam support opening; the invention has the advantages of remarkably simplified installation operation, high assembly speed, capability of adopting a large number of product assemblies for assembly, higher industrialization degree, good economic effect and environmental pollution avoidance. Particularly, the sound insulation and heat preservation layers are embedded into the plate, so that a large number of field operations are reduced, and only the whole plate on site is required to be subjected to modularized nail application operation, so that the construction period is shortened by times. Through a series of structures, the steel has good stress performance.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a modular balsa structure gable trapezoid board and an installation method thereof.
Background
The construction industry is statistically consuming about 50% of the energy, 42% of the water resources, 50% of the materials and 48% of the cultivated land on earth. Causing ecological imbalance, generating 24% of air pollution, 50% of greenhouse effect, 40% of water source pollution, 50% of chlorofluorocarbon and the like.
The green building plays an important role in the aspects of treating environmental pollution, saving energy, reducing emission and adjusting industrial structures in China. In the past many countries have focused on steel and concrete structures only and ignored wood-structured green constructions in terms of developing green constructions. The unrenewable and unrepeatable properties of steel, cement, plastic are already very evident. Wood building and building materials processed by agricultural wastes are accepted by developed countries, and are the correct direction for sustainable development of building industry.
Therefore, systematic research and development are necessary for the green building with the wood structure and industrialization thereof, so that the building industry in China really realizes the green, recyclable and sustainable whole process.
Disclosure of Invention
The invention aims to provide the modularized balsa structure gable trapezoid board which has long service life, is environment-friendly and can be recycled, and the installation method thereof, so that a large number of field operations are reduced without additionally arranging a sound insulation layer, the processing procedure is simple, and the good stress performance of the gable trapezoid board is ensured.
In order to achieve the above purpose, the technical scheme adopted by the invention is as follows:
the modular balsa structure gable trapezoid board comprises a frame board (10-1-1), a bottom beam board (10-1-2), an inclined top beam board (10-1-3), a plate inner wall skeleton column (10-1-4), a reinforced combined end column (10-1-5), a reinforced combined core column (10-1-6), a reinforced triangle (10-1-7), an inclined beam supporting opening (10-1-8), a ventilation opening (10-1-9), a water-feathering board (10-1-10), a fireproof decorative board mounting batten (10-1-11), a top floor mounting board (10-1-12), a top floor mounting lower side nailing region (10-1-13), a top floor mounting upper side nailing region (10-1-14), a lifting hole (10-1-15), a roof connection nailing region (10-1-16), factory nails (10-1-17), an outdoor wall panel (10-1-18), an indoor wall panel (10-1-19), a lower mounting top nailing region (10-1-20), a thermal insulation board (10-1-21) and a thermal insulation material (10-1-22); the bottom ends of the two vertical frame plates (10-1-1) are respectively connected with a horizontal bottom beam plate (10-1-2), the top ends of the two vertical frame plates are respectively connected with an inclined top beam plate (10-1-3), the frame plates (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) are enclosed into a frame, and the vertical plane projected indoors or outdoors is a right trapezoid; the side projection is rectangular; the modularized balsa structure gable trapezoid board (10-1) is integrally trapezoid; the frame plates (10-1-1) are identical, the side projection is right trapezoid, the bottom is two right angles, the left side or the right side of the top is high, and the gradient is 45 degrees preferentially; the inclined top beam plate (10-1-3) is connected with the frame plate (10-1-1), and the top surface gradient is the same as that of the frame plate (10-1-1); the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extend to two ends of the modularized balsa structure gable trapezoid plate (10-1), the two side beam plates (10-1-1) are positioned between the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3), the bottom beam plate (10-1-2) is connected with the two side beam plates (10-1-1) through factory nails (10-1-17), the nails are vertically nailed into the side beam plates (10-1-1) through the bottom beam plate (10-1-2), the number of nails applied to each connecting point is 3-5, the inclined top beam plates (10-1-3) are uniformly distributed in a row, the two side beam plates (10-1-1) are connected through factory nails (10-1-17), and the number of nails applied to each connecting point is 3-5, and the nails are uniformly distributed in a row; a plurality of uniformly distributed and mutually parallel plate inner wall skeleton posts (10-1-4) are arranged between the frame plates (10-1-1), the plate inner wall skeleton posts (10-1-4) are right trapezoid, two right angles are positioned at the bottom, the gradient of the top surface is the same as that of the frame plates (10-1-1), and the plate inner wall skeleton posts (10-1-4) at the two ends are abutted against the frame plates (10-1-1); the heat insulation and sound insulation materials (10-1-21) are filled between the in-board wall skeleton columns (10-1-4) and the frame plates (10-1-1); the width of the in-board wall skeleton column (10-1-4) is smaller than that of the frame board (10-1-1), an outdoor wall panel (10-1-18) is nailed on the outdoor side of the in-board wall skeleton column (10-1-4), and an indoor wall panel (10-1-19) is nailed on the indoor side; in the wallboard in the middle third section of the width of the gable board, a notch vertical to the oblique roof beam plate (10-1-3) is formed at the corresponding position of the top of one of the wallboard interior wall skeleton columns (10-1-4), the notch is an oblique beam supporting opening (10-1-8), the whole oblique beam supporting opening (10-1-8) is rectangular, preferably square, and one corner of the bottom is horizontally filled by the middle level of the reinforced combined core column (10-1-6); the lower part of the oblique beam supporting opening (10-1-8) is provided with a reinforced combined core column (10-1-6), the reinforced combined core column (10-1-6) is formed by overlapping two or more wood boards, the thickness of the reinforced combined core column (10-1-6) is equal to the width of the wall skeleton column (10-1-4) in the board, and the width of the reinforced combined core column (10-1-6) is preferentially equal to the width of the frame board (10-1-1); the left end and the right end of the reinforced combined core column (10-1-6) are respectively provided with a reinforced combined end column (10-1-5), the top ends of the reinforced combined end columns (10-1-5) are respectively connected with the inclined top beam plate (10-1-3), a reinforced triangle (10-1-7) is arranged between the higher reinforced combined end column (10-1-5) and the inclined top beam plate (10-1-3), the reinforced triangle (10-1-7) is a right triangle, the inclined side is connected with the reinforced combined end column (10-1-5), one right-angle side is the inclined top beam plate (10-1-3), the other right-angle side is one side of the inclined beam supporting opening (10-1-8), and the side is perpendicular to the inclined top beam plate (10-1-3); the outdoor side of the outdoor wall panel (10-1-18), the frame surrounded by the frame plate (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extends to the outdoor side; the frame surrounded by the frame plate (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extends to one side of the room on the indoor side of the indoor wall plate (10-1-19), and the extending width is preferably equal to the thickness of the frame plate (10-1-1); the frame plates (10-1-1) form lateral nailing areas (10-1-22) between the exposed parts of the indoor and outdoor sides, the bottom beam plates (10-1-2) form top nailing areas (10-1-20) at the lower parts of the exposed parts of the indoor and outdoor sides, and the inclined roof beam plates (10-1-3) form roof connection nailing areas (10-1-16) at the exposed parts of the indoor and outdoor sides; the method comprises the steps that on one indoor side, a top floor mounting plate (10-1-12) horizontally placed is nailed and shot at a position with the height of a top floor, the top floor mounting plate (10-1-12) is respectively connected with a wall column (10-1-4) in a plate, a reinforced combined end column (10-1-5) and a reinforced combined core column (10-1-6) by adopting factory nails (10-1-17), and a top floor mounting lower lateral nailing area (10-1-13) and a top floor mounting upper lateral nailing area (10-1-14) are respectively formed at the lower part and the upper part of the top floor mounting plate (10-1-12); the method comprises the steps that wood strips (10-1-11) are respectively nailed and shot by factory nails (10-1-17) at positions above and below a top floor mounting plate (10-1-12) and corresponding to the bottom corners of an oblique beam supporting opening (10-1-8) and the positions of the two ends of the top floor mounting plate, which are close to an inner wall bone column (10-1-4) of a plate except for the frame plate (10-1-1); the frame plate (10-1-1), the bottom beam plate (10-1-2), the fireproof decorative plate mounting battens (10-1-11), the inclined top beam plate (10-1-3) and the top floor mounting plate (10-1-12) are all vertically flush with one indoor side; on the outdoor side, the water following plates (10-1-10) are nailed by factory nails (10-1-17) at positions corresponding to the bottom corners of the oblique beam supporting openings (10-1-8) on the inner wall bone posts (10-1-4) of the plates (except the inner wall bone posts (10-1-4) with two ends abutted against the frame plates (10-1-1); the frame plate (10-1-1), the bottom beam plate (10-1-2), the water guiding plate (10-1-10) and the inclined top beam plate (10-1-3) are vertically flush at one side of the room; a ventilation opening (10-1-9) is formed in one outdoor side of the bottom beam plate (10-1-2), and the ventilation opening (10-1-9) is communicated from bottom to top; the two ends of the inclined roof beam plate (10-1-3) are respectively in a quarter to one third position, and are positioned on the indoor side of the indoor wall panel (10-1-19), and 2 hoisting holes (10-1-15) are respectively formed on the outdoor side of the outdoor wall panel (10-1-18).
Further, the thicknesses and the widths of the inclined top beam plate (10-1-3) and the frame plate (10-1-1) are equal, the thickness is 38-89 mm, 40mm is preferred, the width is 140-284 mm, and 184mm is preferred; the thickness of the plate inner wall rib column (10-1-4) is 38-89 mm, preferably 40mm, the width is 89-185 mm, and preferably 89mm.
Further, the interior wall panels (10-1-19) preferably employ load-bearing OSB panels, and the exterior wall panels (10-1-18) preferably employ OSB panels.
Further, the ventilation opening (10-1-9) is recessed inwards for an arc of 135-180 degrees at the outdoor side of the bottom beam plate (10-1-2), the arc is connected with the outdoor side plane of the bottom beam plate (10-1-2) to form an arc with the radius of 2-5 mm, and the depth of the ventilation opening (10-1-9) is 10-19 mm.
The mounting method of the modularized balsa structure gable trapezoid board comprises the following steps: the top of the top nailing area (10-1-20) is arranged at the lower part of the modular balsa structure gable trapezoid board (10-1) and is connected with the standard layer modular floor system (7) by spot nailing; the roof connecting and nailing areas (10-1-16) are connected with the modularized roof plates (14) by adopting on-site nailing; the upper lateral nailing areas (10-1-14) of the top floor installation are connected with the top modular lateral loading floor system (9) by spot nailing; the lateral nailing areas (10-1-22) are connected among the boards, and the top modular gable bearing external wall board (10) is longitudinally connected by spot nailing.
Compared with the prior art, the invention has the beneficial effects that: the installation operation is obviously simplified, the assembly speed is high, the assembly of a large number of product assemblies can be adopted, the industrialization degree is higher, the economic effect is good, and the environmental pollution is avoided. Particularly, the sound insulation and heat preservation layers are embedded into the plate, so that a large number of field operations are reduced, and only the whole plate on site is required to be subjected to modularized nail application operation, so that the construction period is shortened by times. Through a series of structures, the steel has good stress performance.
Drawings
FIG. 1 is a schematic diagram of a modular balsawood structural system.
Fig. 2 is a schematic diagram of the overall assembly of the top modular gable load-bearing outer wall panel.
Fig. 3 is an outdoor side elevational schematic view of a gable trapezoidal plate of modular balsa structure.
Fig. 4 is a schematic front view of an indoor side of a gable trapezoidal plate with a modularized balsa structure.
Fig. 5 is a schematic view of a modular balsa structure gable trapezoidal plate structure.
Fig. 6 is a schematic top view of a modular balsa structure gable trapezoid board.
Fig. 7 is a schematic view of section A-A of fig. 3.
In the figure: 1 is based on; 2 is a floor beam plate; 3 is a bottom modular floor system; 4 is a modular bearing external wall panel of a standard layer; 5 is a modular bearing inner wallboard of a standard layer; 6 is a standard layer integrally reinforced roof beam slab; 7 is a standard layer modularized floor system; 8 is a top modular slope roof bearing external wall panel; 9 is a top modular side-mounted floor system; 10 is a top modular gable load-bearing external wall panel; 11 is a top layer integrally reinforced oblique top beam plate; 12 is a midspan inclined T-shaped wood beam; 13 is a ridge double-T orthogonal wood beam; 14 is a modular roof panel;
10-1 is a modular balsa structure gable trapezoid board; 10-2 is a modular balsa structure gable-shaped plate;
10-1-1 is a frame plate; 10-1-2 is a bottom beam plate; 10-1-3 is an oblique roof beam slab; 10-1-4 are the in-board wall skeleton posts; 10-1-5 are reinforced composite end posts; 10-1-6 are reinforced composite stems; 10-1-7 are reinforced triangular plates; 10-1 to 8 are oblique beam support openings; 10-1 to 9 are ventilation openings; 10-1 to 10 are water-feathering plates; 10-1-11 are fire-proof decorative boards; 10-1-12 are top floor mounting plates; 10-1-13 are lateral nailing areas at the lower part of the top floor installation; 10-1-14 are upper lateral nailing areas of top floor installations; 10-1 to 15 are lifting holes; 10-1-16 are roof connection nailing areas; 10-1 to 17 are factory nails; 10-1 to 18 are outdoor wall panels; 10-1 to 19 are indoor wall panels; 10-1-20 are lower mounting top stapling areas; 10-1 to 21 are heat-insulating and sound-insulating materials; 10-1-22 are the inter-plate connection lateral staple areas.
Detailed Description
For further explanation of the present invention, the modular balsa structure gable-trapezoid boards provided by the present invention will be described in detail with reference to the accompanying drawings and examples, but they should not be construed as limiting the scope of the present invention.
A gable trapezoid board with a modularized balsa structure is shown in fig. 1-7.
The modular balsa structure gable trapezoid board comprises a frame board 10-1-1, a bottom beam board 10-1-2, an inclined top beam board 10-1-3, a board inner wall skeleton column 10-1-4, a reinforced combined end column 10-1-5, a reinforced combined core column 10-1-6, a reinforced triangular plate 10-1-7, an inclined beam supporting opening 10-1-8, a ventilation opening 10-1-9, a water-guiding board 10-1-10, a fireproof decorative board mounting batten 10-1-11, a top floor mounting board 10-1-12, a top floor mounting lower lateral nailing area 10-1-13, a top floor mounting upper lateral nailing area 10-1-14, a lifting hole 10-1-15, a roof connection nailing area 10-1-16, a factory nailing area 10-1-17, an outdoor wall panel 10-1-18, an indoor wall panel 10-1-19, a lower mounting top nailing area 10-1-20, a sound insulation material 10-1-21 and an inter-board connection lateral nailing area 10-1-22; the bottom ends of two vertical frame plates 10-1-1 of the gable trapezoid plate 10-1 with the modularized wood frame structure are respectively connected with a horizontal bottom beam plate 10-1-2, the top ends of the gable trapezoid plate 10-1 with the modularized wood frame structure are respectively connected with an inclined top beam plate 10-1-3, the frame plates 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 are enclosed into a frame, the vertical plane projected indoors or outdoors is a right trapezoid, and the side surface is projected into a rectangle; the whole gable trapezoid board 10-1 with the modularized wood frame structure is trapezoid; the frame plates 10-1-1 are identical, the side projections are right trapezoid, the bottoms are two right angles, the left side or the right side of the top is high, and the gradient is preferably 45 degrees; the inclined top beam plate 10-1-3 is connected with the frame plate 10-1-1, and the top surface gradient is the same as that of the frame plate 10-1-1; the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 extend to two ends of the plate, the two side beam plates 10-1-1 are positioned between the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3, the bottom beam plate 10-1-2 and the two side beam plates 10-1-1 are connected by adopting factory nails 10-1-17, the nails are vertically nailed into the side beam plate 10-1-1 by the bottom beam plate 10-1-2, the number of the nails applied to each connecting point is 3-5, the nails are uniformly distributed in a row, the inclined top beam plate 10-1-3 and the two side beam plates 10-1-1 are connected by adopting factory nails 10-1-17, and the nails are vertically nailed into the side beam plate 10-1-1 by the inclined top beam plate 10-3, and are applied to each connecting point by 3-5 nails and are uniformly distributed in a row; a plurality of uniformly distributed and mutually parallel in-board wall skeleton posts 10-1-4 are arranged between the frame plates 10-1-1, the in-board wall skeleton posts 10-1-4 are right trapezoid, two right angles are positioned at the bottom, the gradient of the top surface is the same as that of the frame plates 10-1-1, and the in-board wall skeleton posts 10-1-4 at the two ends are abutted against the frame plates 10-1-1; the heat insulation and sound insulation materials 10-1-21 are filled between the in-board wall skeleton columns 10-1-4 and the frame plates 10-1-1; the width of the in-board wall skeleton column 10-1-4 is smaller than that of the frame plate 10-1-1, the outdoor side of the in-board wall skeleton column 10-1-4 is nailed to the outdoor wall panel 10-1-18, and the indoor side is nailed to the indoor wall panel 10-1-19; in the wallboard in the middle third section of the width of the gable board, a notch vertical to the inclined roof beam board 10-1-3 is formed at the corresponding position of the top of one of the wallboard interior wall skeleton columns 10-1-4, the notch is a beam supporting opening 10-1-8, the whole beam supporting opening 10-1-8 is rectangular, preferably square, and one corner of the bottom is filled with the middle level of the reinforced combined core column 10-1-6 to be horizontal; the reinforced combined core column 10-1-6 is arranged below the beam supporting opening 10-1-8, the reinforced combined core column 10-1-6 is formed by overlapping two or more wood boards, the thickness of the reinforced combined core column 10-1-6 is equal to the width of the rib column 10-1-4 in the board, and the width of the reinforced combined core column 10-1-6 is preferentially equal to the width of the frame board 10-1-1; the left end and the right end of the reinforced combined core column 10-1-6 are respectively provided with a reinforced combined end column 10-1-5, the top ends of the reinforced combined end columns 10-1-5 are respectively connected with the inclined roof beam plates 10-1-3, a reinforced triangle 10-1-7 is arranged between the higher reinforced combined end column 10-1-5 and the inclined roof beam plates 10-1-3, the reinforced triangle 10-1-7 is a right triangle, the bevel edge is connected with the reinforced combined end column 10-1-5, one right-angle side is the inclined roof beam plate 10-1-3, and the other right-angle side is one side of the beam supporting opening 10-1-8, and is perpendicular to the inclined roof beam plates 10-1-3; the frame surrounded by the frame plate 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 extends to one side of the outdoor wall panel 10-1-18; the frame surrounded by the frame plates 10-1-1, the bottom beam plate 10-1-2 and the inclined top beam plate 10-1-3 extends to one side of the room on the indoor side of the indoor wall panel 10-1-19, and the extending width is preferably equal to the thickness of the frame plate 10-1-1; the exposed parts of the frame plates 10-1-1 on the indoor and outdoor sides form a lateral nailing region 10-1-22 connected between the plates, the exposed parts of the bottom beam plates 10-1-2 on the indoor and outdoor sides form a lower mounting top nailing region 10-1-20, and the exposed parts of the inclined top beam plates 10-1-3 on the indoor and outdoor sides form a roof connection nailing region 10-1-16; the method comprises the steps that on one indoor side, at a position with the height being the height of a top floor, a top floor mounting plate 10-1-12 which is horizontally placed is nailed, the top floor mounting plate 10-1-12 is respectively connected with an in-plate wall column 10-1-4, a reinforced combined end column 10-1-5 and a reinforced combined core column 10-1-6 by adopting factory nails 10-1-17, a top floor mounting lower lateral nailing area 10-1-13 and a top floor mounting upper lateral nailing area 10-1-14 are respectively formed on the lower part and the upper part of the top floor mounting plate 10-1-12; the positions above and below the top floor mounting plates 10-1-12 and corresponding to the bottom corners of the beam support openings 10-1-8 of the in-board wall studs 10-1-4 (except for the in-board wall studs 10-1-4 with both ends abutting against the frame plates 10-1-1), are respectively provided with factory nails 10-1-17 for nailing fire-resistant decorative plates to mount battens 10-1-11; the frame plate 10-1-1, the bottom beam plate 10-1-2, the fireproof decorative plate mounting battens 10-1-11, the inclined top beam plate 10-1-3 and the top floor mounting plate 10-1-12 are all vertically flush at one indoor side; on the outdoor side, the nails 10-1-17 are respectively adopted for the factory to shoot along the water plate 10-1-10 at the positions corresponding to the bottom corners of the plate inner wall skeleton posts 10-1-4 (except the plate inner wall skeleton posts 10-1-4 with two ends abutted against the frame plate 10-1-1) and the beam support openings 10-1-8; the frame plate 10-1-1, the bottom beam plate 10-1-2, the water guiding plate 10-1-10 and the inclined top beam plate 10-1-3 are all vertically flush at one indoor side; the outdoor side of the bottom beam plate 10-1-2 is provided with a vent 10-1-9, and the vent 10-1-9 is communicated from bottom to top; the inclined roof beam plates 10-1-3 are respectively positioned at one quarter to one third of the distance from the two ends and are positioned on the indoor side of the indoor wall panels 10-1-19, and 2 hoisting holes 10-1-15 are respectively formed on the outdoor side of the outdoor wall panels 10-1-18.
Further, the thicknesses and the widths of the inclined top beam plate 10-1-3 and the frame plate 10-1-1 are equal, the thickness is 38-89 mm, the width is 140-284 mm, and the width is 184mm; the thickness of the plate inner wall rib column 10-1-4 is 38-89 mm, preferably 40mm, and the width is 89-185 mm, preferably 89mm.
Further, the interior wall panels 10-1-19 preferably employ load-bearing OSB panels, and the exterior wall panels 10-1-18 preferably employ OSB panels.
Further, the ventilation openings 10-1-9 are recessed inwards by 135-180 degrees on the outdoor side of the bottom beam plate 10-1-2, the circular arc is connected with the outdoor side plane of the bottom beam plate 10-1-2 to form a circular arc with the radius of 2-5 mm, and the depth of the ventilation openings 10-1-9 is 10-19 mm.
The mounting method of the modularized balsa structure gable trapezoid board comprises the following steps:
the modularized balsa structure system comprises a foundation 1, a ground beam plate 2, a bottom layer modularized building cover 3, a standard layer modularized bearing external wall plate 4, a standard layer modularized bearing internal wall plate 5, a standard layer integrally reinforced top beam plate 6, a standard layer modularized building cover 7, a top layer modularized slope top bearing external wall plate 8, a top layer modularized side-mounted building cover 9, a top layer modularized gable bearing external wall plate 10, a top layer integrally reinforced inclined top beam plate 11, a midspan inclined T-shaped wood beam 12, a ridge double T-shaped orthogonal wood beam 13 and a modularized roof plate 14;
the upper part of the foundation 1 is a floor beam plate 2, the upper part of the floor beam plate 2 is a bottom modular floor system 3, the bottom modular floor system 3 is connected with a standard layer modular bearing external wallboard 4 and one end of a standard layer modular bearing internal wallboard 5, the standard layer modular bearing external wallboard 4 and the other end of the standard layer modular bearing internal wallboard 5 are respectively connected with a standard layer integral reinforcing roof beam plate 6, the standard layer integral reinforcing roof beam plate 6 is connected with a standard layer modular floor system 7, the standard layer modular floor system 7 is connected with the standard layer modular bearing internal wallboard 5 and one end of a top layer modular slope roof bearing external wallboard 8, the other end of the standard layer modular bearing internal wallboard 5 is connected with a top layer modular side mounting floor system 9, the other end of the top layer modular slope roof bearing external wallboard 8 is connected with a top layer integral reinforcing roof beam plate 11, a top layer modular side mounting floor system 9, a top layer integral reinforcing inclined roof beam plate 11, a middle-span inclined T-shaped wood beam 12, a ridge double-T orthogonal wood beam 13 and a modular roof slab 14 are connected with a top layer modular wall bearing external wallboard 10; the top-layer modularized gable bearing external wall panel 10 comprises modularized balsa structure gable trapezoid boards 10-1 and modularized balsa structure gable trapezoid boards 10-2, wherein the modularized balsa structure gable trapezoid boards 10-1 are arranged on two sides of the modularized balsa structure gable trapezoid boards 10-2; the top of the top nailing area 10-1-20 is arranged at the lower part of the gable trapezoid board 10-1 with the modularized light wood structure and is connected with the standard layer modularized building cover 7 by spot nailing; the roof connection nailing areas 10-1-16 are connected with the modularized roof plates 14 by on-site nailing; the upper side nailing areas 10-1-14 of the top floor slab are connected with the top modular side-mounted floor 9 by spot nailing; the lateral nailing areas 10-1-22 are connected among the boards, and the top modular gable bearing external wall board 10 is longitudinally connected by nailing on site.
The foregoing is merely a preferred embodiment of the present invention and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the principles of the present invention, which are intended to be comprehended within the scope of the present invention.
Claims (2)
1. Modularized balsa structure gable trapezoid board, its characterized in that: the heat insulation system comprises a frame plate (10-1-1), a bottom beam plate (10-1-2), an oblique top beam plate (10-1-3), a plate inner wall column (10-1-4), a reinforced combined end column (10-1-5), a reinforced combined core column (10-1-6), a reinforced triangular plate (10-1-7), an oblique beam supporting opening (10-1-8), a vent (10-1-9), a water-passing plate (10-1-10), a fireproof decorative plate mounting batten (10-1-11), a top floor mounting plate (10-1-12), a top floor mounting lower lateral nailing region (10-1-13), a top floor mounting upper lateral nailing region (10-1-14), a lifting hole (10-1-15), a roof connection nailing region (10-1-16), a factory nailing region (10-1-17), an outdoor panel (10-1-18), an indoor wall panel (10-1-19), a lower mounting top nailing region (10-1-20), a sound insulation material (10-1-21) and a heat insulation material (10-1-22); the bottom ends of the two vertical frame plates (10-1-1) are respectively connected with a horizontal bottom beam plate (10-1-2), the top ends of the two vertical frame plates are respectively connected with an inclined top beam plate (10-1-3), the frame plates (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) enclose a frame, and the vertical plane projection to the indoor or outdoor is a right trapezoid; the side projection is rectangular; the modularized balsa structure gable trapezoid board (10-1) is integrally trapezoid; the frame plates (10-1-1) are identical, the side projection is right trapezoid, the bottom is two right angles, and the left side or the right side of the top is high; the inclined top beam plate (10-1-3) is connected with the frame plate (10-1-1), and the top surface gradient is the same as that of the frame plate (10-1-1); the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extend to two ends of the modularized balsa structure gable trapezoid plate (10-1), the two side beam plates (10-1-1) are positioned between the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3), the bottom beam plate (10-1-2) is connected with the two side beam plates (10-1-1) through factory nails (10-1-17), the nails are vertically nailed into the side beam plates (10-1-1) through the bottom beam plate (10-1-2), the number of nails applied to each connecting point is 3-5, the inclined top beam plates (10-1-3) are uniformly distributed in a row, the two side beam plates (10-1-1) are connected through factory nails (10-1-17), and the number of nails applied to each connecting point is 3-5, and the nails are uniformly distributed in a row; a plurality of uniformly distributed and mutually parallel plate inner wall skeleton posts (10-1-4) are arranged between the frame plates (10-1-1), the plate inner wall skeleton posts (10-1-4) are right trapezoid, two right angles are positioned at the bottom, the gradient of the top surface is the same as that of the frame plates (10-1-1), and the plate inner wall skeleton posts (10-1-4) at the two ends are abutted against the frame plates (10-1-1); the heat insulation and sound insulation materials (10-1-21) are filled between the in-board wall skeleton columns (10-1-4) and the frame plates (10-1-1); the width of the in-board wall skeleton column (10-1-4) is smaller than that of the frame board (10-1-1), an outdoor wall panel (10-1-18) is nailed on the outdoor side of the in-board wall skeleton column (10-1-4), and an indoor wall panel (10-1-19) is nailed on the indoor side; in the wallboard in the middle third section of the width of the gable board, a notch vertical to the inclined roof beam plate (10-1-3) is formed at the corresponding position of the top of one of the wallboard inner wall skeleton columns (10-1-4), the notch is an inclined beam supporting opening (10-1-8), the whole inclined beam supporting opening (10-1-8) is rectangular, and one corner of the bottom is filled with the middle level of the reinforced combined core column (10-1-6) to be horizontal; the reinforcing combined core column (10-1-6) is arranged below the oblique beam supporting opening (10-1-8), the reinforcing combined core column (10-1-6) is formed by overlapping two or more wood boards, and the thickness of the reinforcing combined core column (10-1-6) is equal to the width of the wall rib column (10-1-4) in the board; the left end and the right end of the reinforced combined core column (10-1-6) are respectively provided with a reinforced combined end column (10-1-5), the top ends of the reinforced combined end columns (10-1-5) are respectively connected with the inclined top beam plate (10-1-3), a reinforced triangle (10-1-7) is arranged between the higher reinforced combined end column (10-1-5) and the inclined top beam plate (10-1-3), the reinforced triangle (10-1-7) is a right triangle, the inclined side is connected with the reinforced combined end column (10-1-5), one right-angle side is the inclined top beam plate (10-1-3), the other right-angle side is one side of the inclined beam supporting opening (10-1-8), and the side is perpendicular to the inclined top beam plate (10-1-3); the outdoor side of the outdoor wall panel (10-1-18), the frame surrounded by the frame plate (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extends to the outdoor side; the frame surrounded by the frame plate (10-1-1), the bottom beam plate (10-1-2) and the inclined top beam plate (10-1-3) extends to the outdoor side at one indoor side of the indoor wall panel (10-1-19); the frame plates (10-1-1) form lateral nailing areas (10-1-22) between the exposed parts of the indoor and outdoor sides, the bottom beam plates (10-1-2) form top nailing areas (10-1-20) at the lower parts of the exposed parts of the indoor and outdoor sides, and the inclined roof beam plates (10-1-3) form roof connection nailing areas (10-1-16) at the exposed parts of the indoor and outdoor sides; the method comprises the steps that on one indoor side, a top floor mounting plate (10-1-12) horizontally placed is nailed and shot at a position with the height of a top floor, the top floor mounting plate (10-1-12) is respectively connected with a wall column (10-1-4) in a plate, a reinforced combined end column (10-1-5) and a reinforced combined core column (10-1-6) by adopting factory nails (10-1-17), and a top floor mounting lower lateral nailing area (10-1-13) and a top floor mounting upper lateral nailing area (10-1-14) are respectively formed at the lower part and the upper part of the top floor mounting plate (10-1-12); the positions above and below the top floor mounting plates (10-1-12) and corresponding to the bottom corners of the in-plate wall skeleton columns (10-1-4) and the oblique beam supporting openings (10-1-8) are respectively provided with fire-proof decorative plate mounting battens (10-1-11) by using factory nails (10-1-17); the frame plate (10-1-1), the bottom beam plate (10-1-2), the fireproof decorative plate mounting battens (10-1-11), the inclined top beam plate (10-1-3) and the top floor mounting plate (10-1-12) are all vertically flush with one indoor side; on one side of the outdoor, the water following plates (10-1-10) are nailed by factory nails (10-1-17) at the positions corresponding to the bottom corners of the wall skeleton posts (10-1-4) and the oblique beam supporting openings (10-1-8); the frame plate (10-1-1), the bottom beam plate (10-1-2), the water guiding plate (10-1-10) and the inclined top beam plate (10-1-3) are vertically flush at one side of the room; a ventilation opening (10-1-9) is formed in one outdoor side of the bottom beam plate (10-1-2), and the ventilation opening (10-1-9) is communicated from bottom to top; the two ends of the inclined roof beam plate (10-1-3) are respectively in a quarter to one third position, and are positioned on the indoor side of the indoor wall panel (10-1-19), and 2 hoisting holes (10-1-15) are respectively formed on the outdoor side of the outdoor wall panel (10-1-18);
the thickness and the width of the oblique top beam plate (10-1-3) and the frame plate (10-1-1) are equal, the thickness is 38-89 mm, and the width is 140-284 mm; the thickness of the plate inner wall skeleton column (10-1-4) is 38-89 mm, and the width is 89-185 mm;
the ventilation opening (10-1-9) is recessed inwards by an arc of 135-180 degrees at the outdoor side of the bottom beam plate (10-1-2), the arc is connected with the outdoor side plane of the bottom beam plate (10-1-2) to form an arc with the radius of 2-5 mm, and the depth of the ventilation opening (10-1-9) is 10-19 mm.
2. The method for installing the gable trapezoid plate with the modularized balsa structure is characterized by comprising the following steps of: the top of the top nailing area (10-1-20) is arranged at the lower part of the modular balsa structure gable trapezoid board (10-1) and is connected with the standard layer modular floor system (7) by spot nailing; the roof connecting and nailing areas (10-1-16) are connected with the modularized roof plates (14) by adopting on-site nailing; the upper lateral nailing areas (10-1-14) of the top floor installation are connected with the top modular lateral loading floor system (9) by spot nailing; the lateral nailing areas (10-1-22) are connected among the boards, and the top modular gable bearing external wall board (10) is longitudinally connected by spot nailing.
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Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2598607A (en) * | 1944-07-07 | 1952-05-27 | Rumble Roy William | Molded roof structure and its production |
| CN201050117Y (en) * | 2007-06-20 | 2008-04-23 | 佘晨岗 | Detachable steel frame movable room |
| CN201099934Y (en) * | 2007-08-08 | 2008-08-13 | 张永清 | Energy-saving quake-proof lightweight keel-free slot-free grouting -type architecture combined ribbon board |
| CN202031246U (en) * | 2011-02-25 | 2011-11-09 | 积水住宅株式会社 | Roof truss framework of steel structure construction |
| CN202275549U (en) * | 2011-07-13 | 2012-06-13 | 沈一军 | Light wooden building model |
| CN202299065U (en) * | 2011-10-09 | 2012-07-04 | 东莞市莱钢钢结构有限公司 | Modularly-combined pitched roof |
| CN202644787U (en) * | 2012-05-17 | 2013-01-02 | 昆明理工大学 | Wood lath gable wall |
| CN103334528A (en) * | 2013-06-26 | 2013-10-02 | 杨凤杰 | Multifunctional combined roof with novel structure |
| KR101396575B1 (en) * | 2013-05-28 | 2014-05-20 | (주) 힐링캠프 | Block for house |
| CN106351466A (en) * | 2015-07-17 | 2017-01-25 | 武斌华 | Housing assembled by light steel space framework structure composite plate module and construction method thereof |
| CN208309953U (en) * | 2018-01-19 | 2019-01-01 | 辽宁工业大学 | Modularization cork wood structure gable trapezoidal plate |
-
2018
- 2018-01-19 CN CN201810054690.7A patent/CN108035471B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2598607A (en) * | 1944-07-07 | 1952-05-27 | Rumble Roy William | Molded roof structure and its production |
| CN201050117Y (en) * | 2007-06-20 | 2008-04-23 | 佘晨岗 | Detachable steel frame movable room |
| CN201099934Y (en) * | 2007-08-08 | 2008-08-13 | 张永清 | Energy-saving quake-proof lightweight keel-free slot-free grouting -type architecture combined ribbon board |
| CN202031246U (en) * | 2011-02-25 | 2011-11-09 | 积水住宅株式会社 | Roof truss framework of steel structure construction |
| CN202275549U (en) * | 2011-07-13 | 2012-06-13 | 沈一军 | Light wooden building model |
| CN202299065U (en) * | 2011-10-09 | 2012-07-04 | 东莞市莱钢钢结构有限公司 | Modularly-combined pitched roof |
| CN202644787U (en) * | 2012-05-17 | 2013-01-02 | 昆明理工大学 | Wood lath gable wall |
| KR101396575B1 (en) * | 2013-05-28 | 2014-05-20 | (주) 힐링캠프 | Block for house |
| CN103334528A (en) * | 2013-06-26 | 2013-10-02 | 杨凤杰 | Multifunctional combined roof with novel structure |
| CN106351466A (en) * | 2015-07-17 | 2017-01-25 | 武斌华 | Housing assembled by light steel space framework structure composite plate module and construction method thereof |
| CN208309953U (en) * | 2018-01-19 | 2019-01-01 | 辽宁工业大学 | Modularization cork wood structure gable trapezoidal plate |
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