CN108035471A - Modularization cork wood structure gable trapezoidal plate and its installation method - Google Patents
Modularization cork wood structure gable trapezoidal plate and its installation method Download PDFInfo
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- CN108035471A CN108035471A CN201810054690.7A CN201810054690A CN108035471A CN 108035471 A CN108035471 A CN 108035471A CN 201810054690 A CN201810054690 A CN 201810054690A CN 108035471 A CN108035471 A CN 108035471A
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- lateral frame
- frame board
- beam slab
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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
-
- 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
-
- 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
-
- 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
Abstract
The present invention provides a kind of modularization cork wood structure gable trapezoidal plate and its installation method；Two vertical lateral frame board bottoms are respectively connected with bottom girder plate, and top is respectively connected with oblique top beam slab；Modularization cork wood structure gable trapezoidal plate is generally trapezoidal；Wall column in some plates for being uniformly distributed and being parallel to each other is set between lateral frame board, in the wallboard in 1/3rd sections of the centre of gable board width, the top correspondence position of wall column in one of which plate, opens up the notch perpendicular to oblique top beam slab, and notch is cant beam supporting mouth；Significantly simplify the beneficial effects of the invention are as follows installation operation, assembling speed is fast, can use big component general assembly, industrialization degree higher, good economical benefit, and avoid environmental pollution.Sound insulation, insulating layer are especially embedded into the inside of plate, reduce a large amount of field operations, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.Constructed by series, make it have good stress performance.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of modularization cork wood structure gable trapezoidal plate and its installation
Method.
Background technology
According to statistics, construction industry consumes about 50% energy on the earth, 42% water resource, 50% material and 48%
Arable land.Cause disruption of ecological balance, generate the whole world 24% air pollution, 50% greenhouse effects, 40% pollution of waterhead and
50% chlorofluorocarbons etc..
Green building is curbed environmental pollution in China, energy-saving and emission-reduction, adjustment the industrial structure in terms of play vital work
With.Past it is many country in terms of Development of Green Building, emphasis steel construction and concrete structure and have ignored timber structure green
Building.Steel, cement, plastics non-renewable unsustainable property clearly.Present developed country has been recognized that wood is built
The building materials built and processed using agricultural wastes, are the correct directions of building industry sustainable development.
For this reason, it is necessary to carry out systematic research and development for timber structure green building and its industrialization, make China's building production
Industry really realizes the green, recyclable, sustainable of overall process.
The content of the invention
It is an object of the invention to provide a kind of usage time length, environmental protection, the modularization cork wood structure mountain that can be recycled
Wall trapezoidal plate and its installation method, without in addition setting sound insulating layer, reduce a large amount of field operations, while ensure manufacturing procedure letter
It is single, more ensure it with good stress performance.
To achieve these goals, the technical solution adopted by the present invention is：
Modularization cork wood structure gable trapezoidal plate, including lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-
3), wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement combination stem (10-1-6), reinforcement set square in plate
(10-1-7), cant beam supporting mouth (10-1-8), downstream ventilating opening (10-1-9), plate (10-1-10), fireproof decoration plate installation batten
(10-1-11), top floor installing plate (10-1-12), the lateral Shi Ding areas (10-1-13) in top floor installation lower part, top floor
The lateral Shi Ding areas (10-1-14) in plate installation top, hole for hoist (10-1-15), roof system connection Shi Ding areas (10-1-16), factory use
Follow closely (10-1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), lower part installation top Shi Ding area (10-1-
20) lateral Shi Ding areas (10-1-22), are connected between heat insulating and sound insulating material (10-1-21), plate；Two vertical lateral frame board (10-1-
1) bottom is respectively connected with one block of horizontal bottom girder plate (10-1-2), and top is respectively connected with oblique top beam slab (10-1-3),
Lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-3) plate are surrounded with frame, to the vertical of indoor or outdoors
Plane projection is right-angled trapezium；Side projection is rectangle；Modularization cork wood structure gable trapezoidal plate (10-1) is generally trapezoidal；Side
Deckle board (10-1-1) is identical, and side projection is right-angled trapezium, and bottom is two right angles, and top left side or right side are high, and the gradient is excellent
It is first 45 °；Oblique top beam slab (10-1-3) is connected with lateral frame board (10-1-1), the top surface gradient and the top surface slope of lateral frame board (10-1-1)
Spend identical；Bottom girder plate (10-1-2) and oblique top beam slab (10-1-3) extend modularization cork wood structure gable trapezoidal plate (10-1)
Both ends, two lateral frame boards (10-1-1) are located between bottom girder plate (10-1-2) and oblique top beam slab (10-1-3), bottom girder plate (10-1-
2) it is connected with two lateral frame boards (10-1-1) using factory with nail (10-1-17), nail is vertically followed closely by bottom girder plate (10-1-2)
Enter lateral frame board (10-1-1), each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly, oblique top beam slab (10-1-3)
It is connected with two lateral frame boards (10-1-1) using factory with nail (10-1-17), the vertical oblique top beam slab (10-1-3) of nail hammers into
Lateral frame board (10-1-1), each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly；Between lateral frame board (10-1-1)
Wall column (10-1-4) in some plates for being uniformly distributed and being parallel to each other is set, wall column (10-1-4) is right-angled trapezium in plate,
Two right angles are located at bottom, and the top surface gradient is identical with lateral frame board (10-1-1), wall column (10-1-4) and lateral frame board in the plate at both ends
(10-1-1) is close to；In plate between wall column (10-1-4), and wall column (10-1-4) and lateral frame board (10-1-1) in plate
Between fill heat insulating and sound insulating material (10-1-21)；The width of wall column (10-1-4) is less than the width of lateral frame board (10-1-1) in plate
Degree, the outdoor side nail of wall column (10-1-4) penetrates outdoor wall surface plate (10-1-18) in plate, and side nail penetrates indoor wall indoors
Panel (10-1-19)；In the wallboard in 1/3rd sections of the centre of gable board width, wall column in one of which plate
The top correspondence position of (10-1-4), opens up the notch perpendicular to oblique top beam slab (10-1-3), and notch is cant beam supporting mouth (10-
1-8), cant beam supporting mouth (10-1-8) generally rectangle, is preferably square, one jiao of bottom is reinforced combination stem (10-1-6)
By-level be filled with level；Strengthen combination to strengthen combination stem (10-1-6) in the lower section of cant beam supporting mouth (10-1-8)
Stem (10-1-6) is formed by stacking by the plank of two panels and the above, and the thickness for strengthening combination stem (10-1-6) is equal to plate interior wall bone
The width of column (10-1-4), strengthens the breadth-first of combination stem (10-1-6) and the width of lateral frame board (10-1-1)；Strengthening
The left and right ends of combination stem (10-1-6) respectively set reinforcement combination newel post (10-1-5), strengthen combination newel post (10-1-5)
Top be connected respectively with oblique top beam slab (10-1-3), in higher reinforcement combination newel post (10-1-5) and oblique top beam slab (10-1-
3) set between and strengthen set square (10-1-7), it is right angled triangle to strengthen set square (10-1-7), and bevel edge combines end with strengthening
Column (10-1-5) connects, and one of right-angle side is oblique top beam slab (10-1-3), another right-angle side is cant beam supporting mouth (10-
Side 1-8), this side are vertical with oblique top beam slab (10-1-3)；The outdoor side of outdoor wall surface plate (10-1-18), frame
The frame that plate (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-3) are surrounded is stretched out to outdoor side；Indoor wall
The indoor side of panel (10-1-19), lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-3) are surrounded
Frame stretched out to outdoor side, the breadth-first of stretching is equal to the thickness of lateral frame board (10-1-1)；Lateral frame board (10-1-1)
The exposed part in outer both sides connects lateral Shi Ding areas (10-1-22) between forming plate indoors, and bottom girder plate (10-1-2) is outer indoors
The exposed part in both sides forms lower part installation top Shi Ding areas (10-1-20), and oblique top beam slab (10-1-3) is exposed inside and outside
Part formed roof system connection Shi Ding areas (10-1-16)；Side indoors, in the position that height is top layer floor height, nail jetting is put down
The top floor installing plate (10-1-12) of placement, top floor installing plate (10-1-12) respectively with wall column (10-1- in plate
4), strengthen combination newel post (10-1-5), strengthen combination stem (10-1-6) using factory's nail (10-1-17) connection, in top layer
The lateral Shi Ding areas (10-1-13) in top floor installation lower part, top are formed respectively at the lower part and top of floor installing plate (10-1-12)
Floor plate installs the lateral Shi Ding areas (10-1-14) in top；In top floor installing plate (10-1-12) above and below, and and plate
Interior wall column (10-1-4)（In the plate that both ends are abutted with lateral frame board (10-1-1) except wall column (10-1-4)）And cant beam branch
The corresponding position in base angle of mouth (10-1-8) is supportted, fireproof decoration plate is respectively penetrated with nail (10-1-17) nail using factory and is installed
Batten (10-1-11)；Lateral frame board (10-1-1), bottom girder plate (10-1-2), fireproof decoration plate installation batten (10-1-11), oblique top
Side flushes vertically indoors for beam slab (10-1-3), top floor installing plate (10-1-12)；In outdoor side, in plate interior wall
Bone column (10-1-4)（In the plate that both ends are abutted with lateral frame board (10-1-1) except wall column (10-1-4)）And cant beam supporting mouth
The corresponding position in base angle of (10-1-8), respectively penetrates plate (10-1-10) downstream using factory's nail (10-1-17) nail；Side
Deckle board (10-1-1), bottom girder plate (10-1-2), side is vertical indoors for plate (10-1-10), oblique top beam slab (10-1-3) downstream
Flush；Ventilating opening (10-1-9) is opened up in the outdoor side of bottom girder plate (10-1-2), ventilating opening (10-1-9) penetrates through from the bottom to top；
It is respectively a quarter at 1/3rd away from both ends in oblique top beam slab (10-1-3), and is located at indoor wall panel (10-1-
19) indoor side, the outdoor side of outdoor wall surface plate (10-1-18) respectively open up 2 holes for hoist (10-1-15).
Further, the thickness and width of the oblique top beam slab (10-1-3) and lateral frame board (10-1-1) is equal, thickness
For 38 ~ 89mm, prioritizing selection 40mm, width is 140 ~ 286mm, prioritizing selection 184mm；Wall column (10-1-4) is thick in the plate
It is 89 ~ 185mm, prioritizing selection 89mm to spend for 38 ~ 89mm, prioritizing selection 40mm, width.
Further, the indoor wall panel (10-1-19) preferentially uses load-bearing OSB plates, the outdoor wall surface plate (10-
1-18) preferentially use OSB plates.
Further, the ventilating opening (10-1-9) be inwardly recessed in the outdoor side of bottom girder plate (10-1-2) 135 ° ~
One side plane of outdoor of 180 ° of circular arc, circular arc and bottom girder plate (10-1-2) is connected as the circular arc that radius is 2 ~ 5mm, ventilating opening
The depth of (10-1-9) is 10mm ~ 19mm.
The installation method of modularization cork wood structure gable trapezoidal plate is：In modularization cork wood structure gable trapezoidal plate (10-1)
The top in lower part installation top Shi Ding areas (10-1-20) apply nail using scene with nail and be connected with index bed modularization superstructure (7)；
Nail is applied in roof system connection Shi Ding areas (10-1-16) with nail using scene to be connected with modularization roof slab (14)；Pacify in top floor
Load the lateral Shi Ding areas (10-1-13) in portion, the lateral Shi Ding areas (10-1-14) in top floor installation top apply nail using scene with nail
It is connected with top-level module side dress superstructure (9)；Lateral Shi Ding areas (10-1-22) are connected between plate nail is applied with nail using scene, will
Top-level module gable bearing external wall plate (10) is longitudinally connected.
Compared with prior art, the beneficial effects of the invention are as follows：Installation operation significantly simplifies, and assembling speed is fast, can adopt
With big component general assembly, industrialization degree higher, good economical benefit, and avoid environmental pollution.Especially will sound insulation, insulating layer
The inside of plate is embedded into, reduces a large amount of field operations, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.
Constructed by series, make it have good stress performance.
Brief description of the drawings
Fig. 1 is modularization cork wood structural system schematic diagram.
Fig. 2 is top-level module gable bearing external wall plate integral assembling schematic diagram.
Fig. 3 is side schematic elevation view outside modularization cork wood structure gable trapezoidal plate room.
Fig. 4 is side schematic elevation view in modularization cork wood structure gable trapezoidal plate room.
Fig. 5 is the trapezoidal plate structure schematic diagram of modularization cork wood structure gable.
Fig. 6 is modularization cork wood structure gable trapezoidal plate schematic top plan view.
Fig. 7 is the A-A diagrammatic cross-sections of Fig. 3.
In figure：Based on 1；2 be ground beam slab；3 be bottom modularization superstructure；4 be index bed modularization bearing external wall plate；5
For index bed modularization load-bearing lining；6 integrally strengthen raising-plate for index bed；7 be index bed modularization superstructure；8 be top layer
Modularization top of the slope bearing external wall plate；9 fill superstructure for top-level module side；10 be top-level module gable bearing external wall plate；11 are
Top layer integrally strengthens tilting raising-plate；12 be the tilting T-shaped wooden frame of span centre；13 be the orthogonal wooden frames of the double T of ridge；14 be modularization roof system
Plate；
10-1 is modularization cork wood structure gable trapezoidal plate；10-2 is modularization cork wood structure gable gable plate；
10-1-1 is lateral frame board；10-1-2 is bottom girder plate；10-1-3 is oblique top beam slab；10-1-4 is wall column in plate；10-1-5
To strengthen combining newel post；10-1-6 is reinforcement combination stem；10-1-7 is reinforcement set square；10-1-8 is cant beam supporting mouth；10-
1-9 is ventilating opening；10-1-10 is plate downstream；10-1-11 installs batten for fireproof decoration plate；10-1-12 installs for top floor
Plate；10-1-13 installs the lateral Shi Ding areas in lower part for top floor；10-1-14 installs the lateral Shi Ding areas in top for top floor；
10-1-15 is hole for hoist；10-1-16 connects Shi Ding areas for roof system；10-1-17 follows closely for factory；10-1-18 is outdoor wall surface
Plate；10-1-19 is indoor wall panel；10-1-20 installs top Shi Ding areas for lower part；10-1-21 is heat insulating and sound insulating material；10-
1-22 connects lateral Shi Ding areas between plate.
Embodiment
In order to further illustrate the present invention, with reference to the accompanying drawings and embodiments to modularization cork wood structure provided by the invention
Gable trapezoidal plate is described in detail, but they cannot be interpreted as limiting the scope of the present invention.
A kind of modularization cork wood structure gable trapezoidal plate, as shown in Fig. 1 ~ Fig. 7.
Modularization cork wood structure gable trapezoidal plate, including lateral frame board 10-1-1, bottom girder plate 10-1-2, oblique top beam slab 10-1-
3rd, wall column 10-1-4, reinforcement combination newel post 10-1-5, reinforcement combine stem 10-1-6, strengthen set square 10-1-7, is oblique in plate
Beam supporting mouth 10-1-8, downstream ventilating opening 10-1-9, plate 10-1-10, fireproof decoration plate installation batten 10-1-11, top floor
Installing plate 10-1-12, the lateral Shi Ding areas 10-1-13 in top floor installation lower part, the top floor installation lateral Shi Ding areas 10- in top
1-14, hole for hoist 10-1-15, roof system connection Shi Ding area 10-1-16, factory nail 10-1-17, outdoor wall surface plate 10-1-18, room
Connect between inner wall panel 10-1-19, lower part installation top Shi Ding area 10-1-20, heat insulating and sound insulating material 10-1-21, plate and laterally apply
Follow closely area 10-1-22；Two vertical lateral frame board 10-1-1 bottoms of modularization wood frame construction gable trapezoidal plate 10-1 are respectively
It is connected with one piece of horizontal bottom girder plate 10-1-2, top is respectively connected with oblique top beam slab 10-1-3, lateral frame board 10-1-1, bottom girder
Plate 10-1-2, oblique top beam slab 10-1-3 plates are surrounded with frame, and right-angled trapezium, side are projected as to the perpendicular of indoor or outdoors
It is projected as rectangle；Modularization wood frame construction gable trapezoidal plate 10-1 is generally trapezoidal；Lateral frame board 10-1-1 is identical, and side is thrown
Shadow is right-angled trapezium, and bottom is two right angles, and top left side or right side are high, and the gradient is preferably 45 °；Oblique top beam slab 10-1-3 and side
Deckle board 10-1-1 connections, the top surface gradient are identical with the top surface gradient of lateral frame board 10-1-1；Bottom girder plate 10-1-2 and oblique top beam slab 10-
1-3 extends the both ends of plate, and two lateral frame board 10-1-1 are located between bottom girder plate 10-1-2 and oblique top beam slab 10-1-3, bottom girder plate
10-1-2 is connected with two lateral frame board 10-1-1 using factory with nail 10-1-17, and nail is vertically hammered into by bottom girder plate 10-1-2
Lateral frame board 10-1-1, each tie point apply nail quantity 3 ~ 5, and a row and uniformly to arrange, oblique top beam slab 10-1-3 and two
Lateral frame board 10-1-1 hammers into lateral frame board 10-1-1 using factory's nail 10-1-17 connections, the vertical oblique top beam slab 10-1-3 of nail,
Each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly；Set between lateral frame board 10-1-1 it is some be uniformly distributed and
Wall column 10-1-4 in the plate being parallel to each other, wall column 10-1-4 is right-angled trapezium in plate, and two right angles are located at bottom, the top surface gradient
Identical with lateral frame board 10-1-1, wall column 10-1-4 and lateral frame board 10-1-1 is close in the plate at both ends；The wall column 10-1- in plate
Between 4, and heat insulating and sound insulating material 10-1-21 is filled in plate between wall column 10-1-4 and lateral frame board 10-1-1；Plate interior wall bone
The width of column 10-1-4 is less than the width of lateral frame board 10-1-1, and the outdoor side nail of wall column 10-1-4 penetrates outdoor wall surface in plate
Plate 10-1-18, indoors side nail penetrate indoor wall panel 10-1-19；Wall in 1/3rd sections of the centre of gable board width
In plate, the top correspondence position of wall column 10-1-4 in one of which plate, opens up lacking perpendicular to oblique top beam slab 10-1-3
Mouthful, notch is beam supporting mouth 10-1-8, and beam supporting mouth 10-1-8 generally rectangles, are preferably square, one jiao of bottom is reinforced
The by-level of combination stem 10-1-6 is filled with level；The lower section of beam supporting mouth 10-1-8 is reinforcement combination stem 10-1-6,
Strengthen combination stem 10-1-6 to be formed by stacking by the plank of two panels and the above, the thickness for strengthening combination stem 10-1-6 is equal in plate
The width of wall column 10-1-4, strengthens breadth-first and the width of lateral frame board 10-1-1 of combination stem 10-1-6；In reinforcement group
The left and right ends of gynostemium 10-1-6 respectively set reinforcement combination newel post 10-1-5, strengthen the top point of combination newel post 10-1-5
It is not connected with oblique top beam slab 10-1-3, sets and strengthen between higher reinforcement combination newel post 10-1-5 and oblique top beam slab 10-1-3
Set square 10-1-7, it is right angled triangle to strengthen set square 10-1-7, and bevel edge combines newel post 10-1-5 connections with strengthening, wherein one
A right-angle side is oblique top beam slab 10-1-3, another right-angle side is a side of beam supporting mouth 10-1-8, this side and oblique top beam
Plate 10-1-3 is vertical；The outdoor side of outdoor wall surface plate 10-1-18, lateral frame board 10-1-1, bottom girder plate 10-1-2, oblique top beam slab
The frame that 10-1-3 is surrounded is stretched out to outdoor side；The indoor side of indoor wall panel 10-1-19, lateral frame board 10-1-1,
The frame that bottom girder plate 10-1-2, oblique top beam slab 10-1-3 are surrounded is stretched out to outdoor side, and the breadth-first of stretching is equal to side
The thickness of deckle board 10-1-1；Lateral frame board 10-1-1 connects lateral Shi Ding areas 10- between the exposed part in outer both sides forms plate indoors
The exposed part in outer both sides forms lower part installation top Shi Ding area 10-1-20, oblique top beam slab indoors by 1-22, bottom girder plate 10-1-2
Part exposed inside and outside 10-1-3 forms roof system connection Shi Ding area 10-1-16；Side indoors, is top layer layer in height
High position, follow closely jetting placing flat top floor installing plate 10-1-12, top floor installing plate 10-1-12 respectively with plate
Interior wall column 10-1-4, reinforcement combination newel post 10-1-5, reinforcement combination stem 10-1-6 use factory's nail 10-1-17 connections,
Formed respectively in the lower part of top floor installing plate 10-1-12 and top the top floor installation lateral Shi Ding areas 10-1-13 in lower part,
Top floor installs the lateral Shi Ding areas 10-1-14 in top；In top floor installing plate 10-1-12 above and below, and with plate
Wall column 10-1-4（In the plate that both ends are abutted with lateral frame board 10-1-1 except wall column 10-1-4）And beam supporting mouth 10-1-8
The corresponding position in base angle, fireproof decoration plate installation batten 10-1-11 is respectively penetrated using factory's nail 10-1-17 nails；Side
Deckle board 10-1-1, bottom girder plate 10-1-2, fireproof decoration plate installation batten 10-1-11, oblique top beam slab 10-1-3, top floor installation
Side flushes plate 10-1-12 vertically indoors；In outdoor side, the wall column 10-1-4 in plate（Both ends and lateral frame board 10-1-
In 1 plate abutted except wall column 10-1-4）And the corresponding position in base angle of beam supporting mouth 10-1-8, respectively using work
Station-service nail 10-1-17 nails penetrate plate 10-1-10 downstream；Lateral frame board 10-1-1, downstream bottom girder plate 10-1-2, plate 10-1-10, oblique top beam
Side flushes plate 10-1-3 vertically indoors；Ventilating opening 10-1-9, ventilating opening are opened up in the outdoor side of bottom girder plate 10-1-2
10-1-9 is penetrated through from the bottom to top；It is respectively a quarter at 1/3rd away from both ends in oblique top beam slab 10-1-3, and is located at
The indoor side of indoor wall panel 10-1-19, the outdoor side of outdoor wall surface plate 10-1-18 respectively open up 2 hole for hoist 10-1-
15。
Further, the thickness and width of the oblique top beam slab 10-1-3 and lateral frame board 10-1-1 are equal, thickness for 38 ~
89mm, prioritizing selection 40mm, width are 140 ~ 286mm, prioritizing selection 184mm；In the plate wall column 10-1-4 thickness for 38 ~
89mm, prioritizing selection 40mm, width are 89 ~ 185mm, prioritizing selection 89mm.
Further, the indoor wall panel 10-1-19 preferentially uses load-bearing OSB plates, the outdoor wall surface plate 10-1-18
Preferentially use OSB plates.
Further, the ventilating opening 10-1-9 is inwardly recessed 135 ° ~ 180 ° in the outdoor side of bottom girder plate 10-1-2
One side plane of outdoor of circular arc, circular arc and bottom girder plate 10-1-2 are connected as the circular arc that radius is 2 ~ 5mm, the depth of ventilating opening 10-1-9
Spend for 10mm ~ 19mm.
The installation method of modularization cork wood structure gable trapezoidal plate is：
Modularization cork wood structural system include basis 1, beam slab 2, bottom modularization superstructure 3, index bed modularization load-bearing exterior wall
Plate 4, index bed modularization load-bearing lining 5, index bed integrally strengthen raising-plate 6, index bed modularization superstructure 7, top-level module
Change top of the slope bearing external wall plate 8, top-level module side dress superstructure 9, top-level module gable bearing external wall plate 10, top layer integrally to strengthen
The orthogonal wooden frames 13 of the double T of the tilting T-shaped wooden frame 12 of tilting raising-plate 11, span centre, ridge, modularization roof slab 14；
Basic 1 top is ground beam slab 2, and the top of ground beam slab 2 be bottom modularization superstructure 3, bottom modularization superstructure 3 and
Index bed modularization bearing external wall plate 4, one end of index bed modularization load-bearing lining 5 connect, outside index bed modularization load-bearing
Wallboard 4, the other end of index bed modularization load-bearing lining 5 are integrally strengthened raising-plate 6 with index bed respectively and are connected, and index bed is whole
Body is strengthened raising-plate 6 and is connected with index bed modularization superstructure 7, index bed modularization superstructure 7 and index bed modularization load-bearing interior wall
One end connection of plate 5, top-level module top of the slope bearing external wall plate 8, the other end and top layer of index bed modularization load-bearing lining 5
Modularization side dress superstructure 9 connects, and the other end and the top layer of top-level module top of the slope bearing external wall plate 8 integrally strengthen tilting raising-plate
11 connections, top-level module top of the slope bearing external wall plate 8, top-level module side dress superstructure 9, top layer integrally strengthen tilting raising-plate
11st, the double orthogonal wooden frames 13 of T of the tilting T-shaped wooden frame 12 of span centre, ridge, modularization roof slab 14 with outside top-level module gable load-bearing
Wallboard 10 connects；Top-level module gable bearing external wall plate 10 includes modularization cork wood structure gable trapezoidal plate 10-1 and modularization
The both sides of cork wood structure gable gable plate 10-2, modularization cork wood structure gable gable plate 10-2 are modularization cork wood structure gable
Trapezoidal plate 10-1；Adopted at the top of the installation of the lower part of modularization cork wood structure gable trapezoidal plate 10-1 at the top of Shi Ding areas 10-1-20
Nail is applied with scene with nail to be connected with index bed modularization superstructure 7；Nail is applied with nail using scene in roof system connection Shi Ding area 10-1-16
It is connected with modularization roof slab 14；In top floor installation lower part, lateral Shi Ding areas 10-1-13, top floor installation top are lateral
Shi Ding areas 10-1-14 applies nail with nail using scene and is connected with top-level module side dress superstructure 9；Lateral Shi Ding areas are connected between plate
10-1-22 applies nail using scene with nail, and top-level module gable bearing external wall plate 10 is longitudinally connected.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (5)
1. modularization cork wood structure gable trapezoidal plate, it is characterised in that：Including lateral frame board (10-1-1), bottom girder plate (10-1-2),
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement combination stem (10-1- in oblique top beam slab (10-1-3), plate
6) set square (10-1-7), cant beam supporting mouth (10-1-8), downstream ventilating opening (10-1-9), plate (10-1-10), fire prevention, are strengthened
Decorative panel installation batten (10-1-11), top floor installing plate (10-1-12), the top floor installation lateral Shi Ding areas in lower part
The lateral Shi Ding areas (10-1-14) in (10-1-13), top floor installation top, hole for hoist (10-1-15), roof system connection Shi Ding areas
(10-1-16), factory nail (10-1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), lower part are installed
Lateral Shi Ding areas (10-1-22) are connected between top Shi Ding areas (10-1-20), heat insulating and sound insulating material (10-1-21), plate；Two perpendicular
Straight lateral frame board (10-1-1) bottom is respectively connected with one block of horizontal bottom girder plate (10-1-2), top respectively with oblique top beam
Plate (10-1-3) connects, and lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-3) plate are surrounded with frame, to
The perpendicular of indoor or outdoors is projected as right-angled trapezium；Side projection is rectangle；Modularization cork wood structure gable trapezoidal plate
(10-1) is generally trapezoidal；Lateral frame board (10-1-1) is identical, and side projection is right-angled trapezium, and bottom is two right angles, top
Left or right side is high, and the gradient is preferably 45 °；Oblique top beam slab (10-1-3) is connected with lateral frame board (10-1-1), the top surface gradient and side
The top surface gradient of deckle board (10-1-1) is identical；Bottom girder plate (10-1-2) and oblique top beam slab (10-1-3) extend modularization cork wood knot
The both ends of structure gable trapezoidal plate (10-1), two lateral frame boards (10-1-1) are located at bottom girder plate (10-1-2) and oblique top beam slab (10-1-
3) between, bottom girder plate (10-1-2) is connected with two lateral frame boards (10-1-1) using factory with nail (10-1-17), and nail is the bottom of by
Beam slab (10-1-2) vertically hammers into lateral frame board (10-1-1), and each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly
Cloth, oblique top beam slab (10-1-3) are connected with two lateral frame boards (10-1-1) using factory with nail (10-1-17), and nail is vertical oblique
Raising-plate (10-1-3) hammers into lateral frame board (10-1-1), and each tie point applies nail quantity 3 ~ 5, and arranges for a row and uniformly；
Wall column (10-1-4) in some plates for being uniformly distributed and being parallel to each other is set between lateral frame board (10-1-1), wall column in plate
(10-1-4) is right-angled trapezium, and two right angles are located at bottom, and the top surface gradient is identical with lateral frame board (10-1-1), the plate interior wall bone at both ends
Column (10-1-4) is close to lateral frame board (10-1-1)；In plate between wall column (10-1-4), and wall column (10-1- in plate
4) heat insulating and sound insulating material (10-1-21) is filled between lateral frame board (10-1-1)；The width of wall column (10-1-4) is less than in plate
The width of lateral frame board (10-1-1), the outdoor side nail of wall column (10-1-4) penetrates outdoor wall surface plate (10-1-18) in plate,
Indoor side nail penetrates indoor wall panel (10-1-19)；In the wallboard in 1/3rd sections of the centre of gable board width, wherein
A plate in wall column (10-1-4) top correspondence position, open up the notch perpendicular to oblique top beam slab (10-1-3), notch
For cant beam supporting mouth (10-1-8), cant beam supporting mouth (10-1-8) generally rectangle, is preferably square, one jiao of bottom is reinforced
The by-level of combination stem (10-1-6) is filled with level；The lower section of cant beam supporting mouth (10-1-8) is reinforcement combination stem
(10-1-6), strengthens combination stem (10-1-6) and is formed by stacking by the plank of two panels and the above, strengthen combination stem (10-1-6)
Thickness be equal to the width of wall column (10-1-4) in plate, strengthen breadth-first and the lateral frame board (10- of combination stem (10-1-6)
Width 1-1)；Reinforcement combination newel post (10-1-5) is respectively set in the left and right ends for strengthening combination stem (10-1-6), is added
The top of strong combination newel post (10-1-5) is connected with oblique top beam slab (10-1-3) respectively, and newel post (10-1- is combined in higher reinforcement
5) set between oblique top beam slab (10-1-3) and strengthen set square (10-1-7), it is right angle trigonometry to strengthen set square (10-1-7)
Shape, bevel edge are connected with strengthening combine newel post (10-1-5), and one of right-angle side is oblique top beam slab (10-1-3), another right angle
While for one of cant beam supporting mouth (10-1-8) while, this side is vertical with oblique top beam slab (10-1-3)；Outdoor wall surface plate (10-1-
18) outdoor side, the frame that lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-3) are surrounded to
Outdoor side is stretched out；The indoor side of indoor wall panel (10-1-19), lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top
The frame that beam slab (10-1-3) is surrounded is stretched out to outdoor side, and the breadth-first of stretching is equal to the thickness of lateral frame board (10-1-1)
Degree；Lateral frame board (10-1-1) connects lateral Shi Ding areas (10-1-22), bottom girder plate between the exposed part in outer both sides forms plate indoors
(10-1-2) forms lower part installation top Shi Ding areas (10-1-20), oblique top beam slab (10-1- in the exposed part in outer both sides indoors
3) part exposed inside and outside forms roof system connection Shi Ding areas (10-1-16)；Side indoors, is top layer floor height in height
Position, follow closely jetting placing flat top floor installing plate (10-1-12), top floor installing plate (10-1-12) respectively with
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement combination stem (10-1-6) are using factory nail (10- in plate
1-17) connect, form top floor installation lower part respectively in the lower part of top floor installing plate (10-1-12) and top and laterally apply
Follow closely area (10-1-13), the top floor installation lateral Shi Ding areas (10-1-14) in top；On top floor installing plate (10-1-12)
Face and in the following, and with wall column in plate (10-1-4)（Wall column (10-1-4) in the plate that both ends are abutted with lateral frame board (10-1-1)
Except）And the corresponding position in base angle of cant beam supporting mouth (10-1-8), respectively penetrated using factory's nail (10-1-17) nail
Fireproof decoration plate installation batten (10-1-11)；Lateral frame board (10-1-1), bottom girder plate (10-1-2), fireproof decoration plate installation batten
Side flushes vertically indoors for (10-1-11), oblique top beam slab (10-1-3), top floor installing plate (10-1-12)；In outdoor
Side, wall column (10-1-4) in plate（In the plate that both ends are abutted with lateral frame board (10-1-1) except wall column (10-1-4)）With
And the corresponding position in base angle of cant beam supporting mouth (10-1-8), plate downstream is respectively penetrated using factory's nail (10-1-17) nail
(10-1-10)；Lateral frame board (10-1-1), bottom girder plate (10-1-2), plate (10-1-10), oblique top beam slab (10-1-3) be in room downstream
Interior side flushes vertically；Ventilating opening (10-1-9), ventilating opening (10-1-9) are opened up in the outdoor side of bottom girder plate (10-1-2)
Penetrate through from the bottom to top；It is respectively a quarter at 1/3rd away from both ends in oblique top beam slab (10-1-3), and positioned at interior
The indoor side of shingle nail (10-1-19), the outdoor side of outdoor wall surface plate (10-1-18) respectively open up 2 hole for hoist (10-1-
15)。
2. modularization cork wood structure gable trapezoidal plate according to claim 1, it is characterised in that：Oblique top beam slab (the 10-
1-3) it is equal with the thickness and width of lateral frame board (10-1-1), thickness be 38 ~ 89mm, prioritizing selection 40mm, width is 140 ~
286mm, prioritizing selection 184mm；Wall column (10-1-4) thickness is 38 ~ 89mm in the plate, prioritizing selection 40mm, width 89
~ 185mm, prioritizing selection 89mm.
3. modularization cork wood structure gable trapezoidal plate according to claim 1, it is characterised in that：Indoor wall panel (the 10-
Load-bearing OSB plates preferentially 1-19) are used, the outdoor wall surface plate (10-1-18) preferentially uses OSB plates.
4. modularization cork wood structure gable trapezoidal plate according to claim 1, it is characterised in that：The ventilating opening (10-1-9)
135 ° ~ 180 ° of circular arc, the outdoor of circular arc and bottom girder plate (10-1-2) are inwardly recessed in the outdoor side of bottom girder plate (10-1-2)
One side plane is connected as the circular arc that radius is 2 ~ 5mm, and the depth of ventilating opening (10-1-9) is 10mm ~ 19mm.
5. the installation method of modularization cork wood structure gable trapezoidal plate, it is characterised in that：It is trapezoidal in modularization cork wood structure gable
The top in the lower part installation top Shi Ding areas (10-1-20) of plate (10-1) nail and index bed modularization superstructure are applied with nail using scene
(7) connect；Nail is applied in roof system connection Shi Ding areas (10-1-16) with nail using scene to be connected with modularization roof slab (14)；Pushing up
The lateral Shi Ding areas (10-1-13) in floor plate installation lower part, the lateral Shi Ding areas (10-1-14) in top floor installation top are using scene
Nail is applied with nail to be connected with top-level module side dress superstructure (9)；Lateral Shi Ding areas (10-1-22) are connected between plate to follow closely using scene
Shi Ding, top-level module gable bearing external wall plate (10) is longitudinally connected.
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| CN201810054690.7A CN108035471B (en) | 2018-01-19 | 2018-01-19 | Modular balsa structure gable trapezoid board and mounting method thereof |
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| CN201810054690.7A CN108035471B (en) | 2018-01-19 | 2018-01-19 | Modular balsa structure gable trapezoid board and mounting method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339296A (en) * | 2018-12-07 | 2019-02-15 | 南京林业大学 | A kind of timber structure antidetonation wall |
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 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339296A (en) * | 2018-12-07 | 2019-02-15 | 南京林业大学 | A kind of timber structure antidetonation wall |
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