CN108049531A - Modularization cork wood structure gable gable plate and its installation method - Google Patents
Modularization cork wood structure gable gable plate and its installation method Download PDFInfo
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- CN108049531A CN108049531A CN201810053592.1A CN201810053592A CN108049531A CN 108049531 A CN108049531 A CN 108049531A CN 201810053592 A CN201810053592 A CN 201810053592A CN 108049531 A CN108049531 A CN 108049531A
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- plate
- nail
- lateral frame
- gable
- frame board
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/703—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal vertical elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention belongs to technical field of buildings, more particularly to a kind of modularization cork wood structure gable gable plate and its installation method.Two vertical lateral frame board bottoms are connected with bottom girder plate, and top is connected with oblique top beam slab；Wall column in several plates for being uniformly distributed and being mutually parallel is set between lateral frame board；In the centre of plate, the peak that two pieces of oblique top beam slabs intersect opens up symmetrical notch, and notch is ridge pole supporting mouth.Significantly simplify the beneficial effects of the invention are as follows installation operation, assembling speed is fast, and big component general assembly, industrialization degree higher, good economical benefit may be employed, 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；It is constructed by series, makes 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 gable 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 many countries more focus on steel construction and concrete structure and have ignored timber structure green in terms of Development of Green Building
Building.Steel, cement, plastics non-renewable unsustainable property clearly.Present many countries have 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 mountains that can be recycled
Wall gable 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：
A kind of modularization cork wood structure gable gable plate, is divided into modularization cork wood structure gable trapezoidal plate (10-1) and modularization is light
Timber structure gable gable plate (10-2)；Modularization cork wood structure gable gable plate (10-2) includes lateral frame board (10-1-1), bottom girder
Plate (10-1-2), oblique top beam slab (10-1-3), wall column (10-1-4) in plate strengthen combination newel post (10-1-5), strengthen combination
Stem (10-1-6) strengthens set square (10-1-7), ridge pole supporting mouth (10-1-8), downstream ventilation opening (10-1-9), plate
Under (10-1-10), fireproof decoration plate installation batten (10-1-11), top floor installing plate (10-1-12), top floor installation
The lateral Shi Ding areas (10-1-13) in portion, the lateral Shi Ding areas (10-1-14) in top floor installation top, hole for hoist (10-1-15), room
Lid connection Shi Ding areas (10-1-16), factory's nail (10-1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-
19), lateral Shi Ding areas (10- is connected between lower part installation top Shi Ding areas (10-1-20), heat insulating and sound insulating material (10-1-21), plate
1-22)；Two vertical lateral frame board (10-1-1) bottoms are respectively connected with one block of horizontal bottom girder plate (10-1-2), and top is equal
It is connected respectively with oblique top beam slab (10-1-3), lateral frame board (10-1-1), bottom girder plate (10-1-2) and oblique top beam slab (10-1-3) plate
It surrounds with frame, turriform is projected as to the perpendicular of indoor or outdoors；Modularization cork wood structure gable gable plate (10-2) is whole
Body is turriform；Lateral frame board (10-1-1) is identical, and side projection is right-angled trapezium, and bottom is two right angles, top left side or the right side
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 lateral frame board (10-
Top surface gradient 1-1) is identical；Bottom girder plate (10-1-2) and oblique top beam slab (10-1-3) extend the both ends of plate, two lateral frame boards
(10-1-1) is located between bottom girder plate (10-1-2) and oblique top beam slab (10-1-3), bottom girder plate (10-1-2) and two lateral frame boards
(10-1-1) vertically hammers into lateral frame board (10-1- using factory's nail (10-1-17) connection, nail by bottom girder plate (10-1-2)
1) it is 3 ~ 5 that, each tie point, which applies nail quantity, and is arranged for a row and uniformly；Oblique top beam slab (10-1-3) and two lateral frame boards
(10-1-1) hammers into lateral frame board (10-1- using factory's nail (10-1-17) connection, the vertical oblique top beam slab (10-1-3) of nail
1) it is 3 ~ 5 that, each tie point, which applies nail quantity, and is arranged for a row and uniformly；It is set between lateral frame board (10-1-1) several equal
Wall column (10-1-4) in even distribution and the plate that is mutually parallel, wall column (10-1-4) is right-angled trapezium in plate, and two right angles are located at
Bottom, the top surface gradient is identical with lateral frame board (10-1-1), and wall column (10-1-4) is leaned on lateral frame board (10-1-1) in the plate at both ends
Tightly；Fill guarantor between wall column (10-1-4) and in plate between wall column (10-1-4) and lateral frame board (10-1-1) in plate
Warm 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, in plate interior wall
The outdoor one side nail of bone column (10-1-4) penetrates outdoor wall surface plate (10-1-18), and one side nail penetrates indoor wall panel (10-1- indoors
19)；In the centre of plate, the peak that two pieces of oblique top beam slabs (10-1-3) are intersected opens up symmetrical notch, and notch is ridge
Beam supporting mouth (10-1-8), ridge pole supporting mouth (10-1-8) generally rectangle, is preferably square, and diagonal is vertical, bottom quilt
The horizontal component for strengthening combination stem (10-1-6) is filled and led up；The lower section of ridge pole supporting mouth (10-1-8) is reinforcement combination stem
(10-1-6), strengthen combination stem (10-1-6) by two panels and more than plank be formed by stacking, 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)
Being of same size 1-1)；Reinforcement combination newel post (10-1- is respectively set in the left and right ends for strengthening combination stem (10-1-6)
5) top for, strengthening combination newel post (10-1-5) is connected respectively with oblique top beam slab (10-1-3)；Outdoor wall surface plate (10-1-18)
Outdoor one 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 is to outdoor one
Side is stretched out；The indoor one side of indoor wall panel (10-1-19), lateral frame board (10-1-1), bottom girder plate (10-1-2) connection, oblique top beam
The frame that plate (10-1-3) is surrounded is stretched out to outdoor one 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)；One 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
It 1-17) connects, top floor installation lower part is respectively formed in the upper and lower part of top floor installing plate (10-1-12) and is laterally applied
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 ridge pole supporting mouth (10-1-8), respectively using factory's nail (10-1-17) nail
Penetrate fireproof decoration plate installation batten (10-1-11)；Lateral frame board (10-1-1), bottom girder plate (10-1-2), fireproof decoration plate installation wood
One side flushes vertically indoors for item (10-1-11), oblique top beam slab (10-1-3), top floor installing plate (10-1-12)；In room
Outer one 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)）
And the corresponding position in base angle of ridge pole supporting mouth (10-1-8), it is respectively penetrated using factory with nail (10-1-17) nail suitable
Water plate (10-1-10)；Lateral frame board (10-1-1), downstream bottom girder plate (10-1-2), plate (10-1-10), oblique top beam slab (10-1-3)
One side flushes vertically indoors；Ventilation opening (10-1-9), ventilation opening (10- are opened up in the outdoor one side of bottom girder plate (10-1-2)
1-9) 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 is located at
The indoor one side of indoor wall panel (10-1-19), the outdoor one 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 spends for 38 ~ 89mm, prioritizing selection 40mm, width is 89 ~ 185mm, prioritizing selection 89mm.
Further, the indoor wall panel (10-1-19) is preferentially using load-bearing OSB plates, the outdoor wall surface plate (10-
1-18) preferentially use OSB plates.
Further, the ventilation opening (10-1-9) be inwardly recessed in the outdoor one 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, ventilation opening
The depth of (10-1-9) is 10mm ~ 19mm.
Further, a kind of installation method of modularization cork wood structure gable gable plate, comprises the following steps：In modularization
Cork wood structure gable gable plate (10-2) lower part installation top Shi Ding areas (10-1-20) top using scene nail apply follow closely and
Index bed modularization superstructure (7) connects；Nail and modularization roof system are applied using scene nail in roof system connection Shi Ding areas (10-1-16)
Plate (14) connects；Lateral Shi Ding areas (10-1-13), the top floor installation lateral Shi Ding areas in top in top floor installation lower part
(10-1-14) applies nail using scene nail and is connected with top-level module side dress superstructure (9)；Lateral Shi Ding areas (10- is connected between plate
Nail 1-22) is applied using scene nail, top-level module gable bearing external wall plate (10) is longitudinally connected.
Significantly simplifying the beneficial effects of the invention are as follows installation operation, assembling speed is fast, and big component general assembly may be employed,
Industrialization degree higher, good economical benefit, and avoid environmental pollution；Heat insulating and sound insulating layer is especially embedded into the inside of plate, is subtracted
A large amount of field operations are lacked, have been constructed by series, make it have good stress performance.
Description of the drawings
Fig. 1 is modularization cork wood structural system schematic diagram.
Fig. 2 is gable integral assembling schematic diagram.
Fig. 3 is one side schematic elevation view outside modularization cork wood structure gable gable plate room.
Fig. 4 is one side schematic elevation view in modularization cork wood structure gable gable plate room.
Fig. 5 is modularization cork wood structure gable chevron plate structure schematic diagram.
Fig. 6 is modularization cork wood structure gable gable 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；10-1-8 is ridge pole supporting mouth；10-1-9 is ventilation opening；10-1-
10 be plate downstream；10-1-11 installs batten for fireproof decoration plate；10-1-12 is top floor installing plate；10-1-13 is top layer
Floor installs the lateral Shi Ding areas in lower part；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 is connected laterally between plate
Shi Ding areas.
Specific 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 gable plate is described in detail, but cannot they be interpreted as limiting the scope of the present invention.
Embodiment
A kind of modularization cork wood structure gable gable plate, as shown in Fig. 1 ~ Fig. 7.
A kind of modularization cork wood structure gable gable plate, is divided into modularization cork wood structure gable trapezoidal plate (10-1) and module
Change cork wood structure gable gable plate (10-2)；Modularization cork wood structure gable gable plate (10-2) include lateral frame board (10-1-1),
Bottom girder plate (10-1-2), oblique top beam slab (10-1-3), wall column (10-1-4) in plate strengthen combination newel post (10-1-5), strengthen
It combines stem (10-1-6), strengthen set square (10-1-7), ridge pole supporting mouth (10-1-8), ventilation opening (10-1-9), downstream
Plate (10-1-10), fireproof decoration plate installation batten (10-1-11), top floor installing plate (10-1-12), top floor installation
The lateral Shi Ding areas (10-1-13) in lower part, the lateral Shi Ding areas (10-1-14) in top floor installation top, hole for hoist (10-1-15),
Roof system connection Shi Ding areas (10-1-16), factory's nail (10-1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-
1-19), lateral Shi Ding areas are connected between lower part installation top Shi Ding areas (10-1-20), heat insulating and sound insulating material (10-1-21), plate
(10-1-22)；Two vertical lateral frame board (10-1-1) bottoms are respectively connected with one block of horizontal bottom girder plate (10-1-2), top
End is respectively connected with oblique top beam slab (10-1-3), lateral frame board (10-1-1), bottom girder plate (10-1-2) and oblique top beam slab (10-1-
3) plate is surrounded with frame, and turriform is projected as to the perpendicular of indoor or outdoors；Modularization cork wood structure gable gable plate (10-
2) generally turriform；Lateral frame board (10-1-1) is identical, and side projection be right-angled trapezium, bottom be two right angles, top left side
Or right side is high, 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 lateral frame board
The top surface gradient of (10-1-1) is identical；Bottom girder plate (10-1-2) and oblique top beam slab (10-1-3) extend the both ends of plate, two sides
Deckle board (10-1-1) is located between bottom girder plate (10-1-2) and oblique top beam slab (10-1-3), bottom girder plate (10-1-2) and two frames
Plate (10-1-1) vertically hammers into lateral frame board (10- using factory's nail (10-1-17) connection, nail by bottom girder plate (10-1-2)
1-1), it is 3 ~ 5 that each tie point, which applies nail quantity, and is arranged for a row and uniformly；Oblique top beam slab (10-1-3) and two frames
Plate (10-1-1) hammers into lateral frame board (10- using factory's nail (10-1-17) connection, the vertical oblique top beam slab (10-1-3) of nail
1-1), it is 3 ~ 5 that each tie point, which applies nail quantity, and is arranged for a row and uniformly；It is set between lateral frame board (10-1-1) several
Wall column (10-1-4) in the plate for being uniformly distributed and being mutually parallel, wall column (10-1-4) is right-angled trapezium in plate, two right-angle positions
In bottom, the top surface gradient is identical with lateral frame board (10-1-1), wall column (10-1-4) and lateral frame board (10-1-1) in the plate at both ends
It is close to；It is filled in plate between wall column (10-1-4) and in plate between wall column (10-1-4) and lateral frame board (10-1-1)
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, in plate
The outdoor one side nail of wall column (10-1-4) penetrates outdoor wall surface plate (10-1-18), and one side nail penetrates indoor wall panel (10- indoors
1-19)；In the centre of plate, the peak that two pieces of oblique top beam slabs (10-1-3) are intersected opens up symmetrical notch, and notch is room
Spine supporting mouth (10-1-8), ridge pole supporting mouth (10-1-8) generally rectangle, is preferably square, diagonal is vertical, bottom
The horizontal component for being reinforced combination stem (10-1-6) is filled and led up；The lower section of ridge pole supporting mouth (10-1-8) is reinforcement combination stem
(10-1-6), strengthen combination stem (10-1-6) by two panels and more than plank be formed by stacking, 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)
Being of same size 1-1)；Reinforcement combination newel post (10-1- is respectively set in the left and right ends for strengthening combination stem (10-1-6)
5) top for, strengthening combination newel post (10-1-5) is connected respectively with oblique top beam slab (10-1-3)；Outdoor wall surface plate (10-1-18)
Outdoor one 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 is to outdoor one
Side is stretched out；The indoor one side of indoor wall panel (10-1-19), lateral frame board (10-1-1), bottom girder plate (10-1-2) connection, oblique top beam
The frame that plate (10-1-3) is surrounded is stretched out to outdoor one 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)；One 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
It 1-17) connects, top floor installation lower part is respectively formed in the upper and lower part of top floor installing plate (10-1-12) and is laterally applied
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 ridge pole supporting mouth (10-1-8), respectively using factory's nail (10-1-17) nail
Penetrate fireproof decoration plate installation batten (10-1-11)；Lateral frame board (10-1-1), bottom girder plate (10-1-2), fireproof decoration plate installation wood
One side flushes vertically indoors for item (10-1-11), oblique top beam slab (10-1-3), top floor installing plate (10-1-12)；In room
Outer one 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)）
And the corresponding position in base angle of ridge pole supporting mouth (10-1-8), it is respectively penetrated using factory with nail (10-1-17) nail suitable
Water plate (10-1-10)；Lateral frame board (10-1-1), downstream bottom girder plate (10-1-2), plate (10-1-10), oblique top beam slab (10-1-3)
One side flushes vertically indoors；Ventilation opening (10-1-9), ventilation opening (10- are opened up in the outdoor one side of bottom girder plate (10-1-2)
1-9) 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 is located at
The indoor one side of indoor wall panel (10-1-19), the outdoor one side of outdoor wall surface plate (10-1-18) respectively open up 2 holes for hoist
(10-1-15)；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 are 140 ~ 286mm, prioritizing selection 184mm；Wall column (10-1-4) thickness is in the plate
38 ~ 89mm, prioritizing selection 40mm, width are 89 ~ 185mm, prioritizing selection 89mm；The indoor wall panel (10-1-19) is preferential
Using load-bearing OSB plates, the outdoor wall surface plate (10-1-18) preferentially uses OSB plates；The ventilation opening (10-1-9) is in bottom girder plate
The outdoor one side of (10-1-2) is inwardly recessed 135 ° ~ 180 ° of circular arc, one side plane of outdoor of circular arc and bottom girder plate (10-1-2)
The circular arc that radius is 2 ~ 5mm is connected as, the depth of ventilation opening (10-1-9) is 10mm ~ 19mm.
A kind of installation method of modularization cork wood structure gable gable plate, comprises the following steps：
Modularization cork wood structural system include basic (1), beam slab (2), bottom modularization superstructure (3), index bed modularization hold
Weight Side fascia (4), index bed modularization load-bearing lining (5), index bed integrally strengthen raising-plate (6), index bed modularization building
Cover (7), top-level module top of the slope bearing external wall plate (8), top-level module side dress superstructure (9), outside top-level module gable load-bearing
Wallboard (10), top layer integrally strengthen the tilting T-shaped wooden frame (12) of tilting raising-plate (11), span centre, the double orthogonal wooden frames of T (13) of ridge,
Modularization roof slab (14)；Top Shi Ding area (10-1- are installed in the lower part of modularization cork wood structure gable gable plate (10-2)
20) nail is applied using scene nail and is connected with index bed modularization superstructure (7) in top；Shi Ding areas (10-1-16) is connected in roof system
Nail is applied using scene nail to be connected with modularization roof slab (14)；In top floor installation lower part lateral Shi Ding areas (10-1-13),
The lateral Shi Ding areas (10-1-14) in top floor installation top apply nail using scene nail and fill superstructure (9) even with top-level module side
It connects；Lateral Shi Ding areas (10-1-22) are connected between plate, nail is applied using scene nail, by top-level module gable bearing external wall plate
(10) it 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. a kind of modularization cork wood structure gable gable plate, it is characterised in that：Modularization cork wood structure gable board is divided into modularization
Cork wood structure gable trapezoidal plate (10-1) and modularization cork wood structure gable gable plate (10-2)；Modularization cork wood structure gable mountain
Shape plate (10-2) includes wall column (10-1- in lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab (10-1-3), plate
4), strengthen combination newel post (10-1-5), strengthen combination stem (10-1-6), strengthen set square (10-1-7), ridge pole supporting mouth
(10-1-8), ventilation opening (10-1-9), downstream plate (10-1-10), fireproof decoration plate installation batten (10-1-11), top floor
Nail is laterally applied on installing plate (10-1-12), the lateral Shi Ding areas (10-1-13) in top floor installation lower part, top floor installation top
Area (10-1-14), hole for hoist (10-1-15), roof system connection Shi Ding areas (10-1-16), factory's nail (10-1-17), room exterior wall
Panel (10-1-18), indoor wall panel (10-1-19), lower part installation top Shi Ding areas (10-1-20), heat insulating and sound insulating material
Lateral Shi Ding areas (10-1-22) are connected between (10-1-21), plate；Two vertical lateral frame board (10-1-1) bottoms are respectively with one
Bottom girder plate (10-1-2) connection of block level, top are respectively connected with oblique top beam slab (10-1-3), lateral frame board (10-1-1), bottom
Beam slab (10-1-2) and oblique top beam slab (10-1-3) plate are surrounded with frame, and turriform is projected as to the perpendicular of indoor or outdoors；
Modularization cork wood structure gable gable plate (10-2) generally turriform；Lateral frame board (10-1-1) is identical, and side projection is right angle
Trapezoidal, 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 lateral frame board
(10-1-1) is connected, and the top surface gradient is 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 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 by bottom girder
Plate (10-1-2) vertically hammers into lateral frame board (10-1-1), and it is 3 ~ 5 that each tie point, which applies nail quantity, and is arranged for a row and uniformly
Cloth；Oblique top beam slab (10-1-3) is 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 it is 3 ~ 5 that each tie point, which applies nail quantity, and is arranged for a row and uniformly
Cloth；Wall column (10-1-4) in several plates for being uniformly distributed and being mutually parallel, plate interior wall bone are set between lateral frame board (10-1-1)
Column (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 at both ends
Bone column (10-1-4) is close to lateral frame board (10-1-1)；Wall column (the 10- between wall column (10-1-4) and in plate in plate
Heat insulating and sound insulating material (10-1-21) 1-4) is filled between lateral frame board (10-1-1)；The width of wall column (10-1-4) is small in plate
In the width of lateral frame board (10-1-1), the outdoor one side nail of wall column (10-1-4) penetrates outdoor wall surface plate (10-1-18) in plate,
One side nail penetrates indoor wall panel (10-1-19) indoors；In the peak that the centre of plate, two pieces of oblique top beam slabs (10-1-3) intersect
Opening up symmetrical notch, notch is ridge pole supporting mouth (10-1-8), ridge pole supporting mouth (10-1-8) generally rectangle,
It is preferably square, diagonal is vertical, and the horizontal component that bottom is reinforced combination stem (10-1-6) is filled and led up；Ridge pole supporting mouth
The lower section of (10-1-8) for strengthen combination stem (10-1-6), strengthen combination stem (10-1-6) by two panels and more than plank fold
It closes, the thickness for strengthening combination stem (10-1-6) is equal to the width of wall column (10-1-4) in plate, strengthens combination stem
The breadth-first of (10-1-6) is of same size with lateral frame board (10-1-1's)；Strengthening the left and right ends of combination stem (10-1-6)
Respectively set strengthen combination newel post (10-1-5), strengthen combination newel post (10-1-5) top respectively with oblique top beam slab (10-1-
3) connect；The outdoor one 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 one side；The indoor one side of indoor wall panel (10-1-19), lateral frame board (10-
1-1), the frame that bottom girder plate (10-1-2) connection, oblique top beam slab (10-1-3) are surrounded is stretched out to outdoor one side, the width of stretching
Degree is preferentially equal to the thickness of lateral frame board (10-1-1)；Lateral frame board (10-1-1) connects between the exposed part in outer both sides forms plate indoors
Lateral Shi Ding areas (10-1-22) are connect, bottom girder plate (10-1-2) is applied at the exposed part formation lower part installation top in outer both sides indoors
It follows closely area (10-1-20), oblique top beam slab (10-1-3) part exposed inside and outside forms roof system connection Shi Ding area (10-1-
16)；One side indoors, in the position that height is top layer floor height, the top floor installing plate (10-1-12) of nail jetting placing flat,
Top floor installing plate (10-1-12) respectively combines newel post (10-1-5), reinforcement group with wall column in plate (10-1-4), reinforcement
Gynostemium (10-1-6) is using factory's nail (10-1-17) connection, in the upper and lower part of top floor installing plate (10-1-12)
It is respectively formed the lateral Shi Ding areas (10-1-13) in top floor installation lower part, the top floor installation lateral Shi Ding areas (10-1- in top
14)；In top floor installing plate (10-1-12) above and below, and with wall column in plate (10-1-4)（Both ends and lateral frame board
In the plate that (10-1-1) is abutted except wall column (10-1-4)）And the corresponding position in base angle of ridge pole supporting mouth (10-1-8)
It puts, fireproof decoration plate installation batten (10-1-11) is respectively penetrated using factory's nail (10-1-17) nail；Lateral frame 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 installing plate
(10-1-12) one side flushes vertically indoors；In outdoor one side, wall column (10-1-4) in plate（Both ends and lateral frame board
In the plate that (10-1-1) is abutted except wall column (10-1-4)）And the corresponding position in base angle of ridge pole supporting mouth (10-1-8)
It puts, plate (10-1-10) downstream is respectively penetrated using factory's nail (10-1-17) nail；Lateral frame board (10-1-1), bottom girder plate (10-1-
2), one side flushes vertically indoors for plate (10-1-10), oblique top beam slab (10-1-3) downstream；In the room of bottom girder plate (10-1-2)
Outer one side opens up ventilation opening (10-1-9), and ventilation opening (10-1-9) penetrates through from the bottom to top；Respectively in oblique top beam slab (10-1-3)
It is a quarter at 1/3rd away from both ends, and positioned at the indoor one side of indoor wall panel (10-1-19), outdoor wall surface plate
The outdoor one side of (10-1-18) respectively opens up 2 holes for hoist (10-1-15).
2. modularization cork wood structure gable gable plate described in claim 1, it is characterised in that：The oblique top beam slab (10-1-3) and
The thickness and width of lateral frame board (10-1-1) is equal, and thickness is 38 ~ 89mm, and 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 for 89 ~
185mm, prioritizing selection 89mm.
3. modularization cork wood structure gable gable plate described in claim 1, it is characterised in that：Indoor wall panel (the 10-1-
19) preferentially using load-bearing OSB plates, the outdoor wall surface plate (10-1-18) preferentially uses OSB plates.
4. modularization cork wood structure gable gable plate described in claim 1, it is characterised in that：The ventilation opening (10-1-9) is the bottom of at
The outdoor one side of beam slab (10-1-2) is inwardly recessed 135 ° ~ 180 ° of circular arc, the outdoor one side of circular arc and bottom girder plate (10-1-2)
Plane is connected as the circular arc that radius is 2 ~ 5mm, and the depth of ventilation opening (10-1-9) is 10mm ~ 19mm.
5. a kind of installation method of modularization cork wood structure gable gable plate, it is characterised in that：Comprise the following steps：In modularization
Cork wood structure gable gable plate (10-2) lower part installation top Shi Ding areas (10-1-20) top using scene nail apply follow closely and
Index bed modularization superstructure (7) connects；Nail and modularization roof system are applied using scene nail in roof system connection Shi Ding areas (10-1-16)
Plate (14) connects；Lateral Shi Ding areas (10-1-13), the top floor installation lateral Shi Ding areas in top in top floor installation lower part
(10-1-14) applies nail using scene nail and is connected with top-level module side dress superstructure (9)；Lateral Shi Ding areas (10- is connected between plate
Nail 1-22) is applied using scene nail, top-level module gable bearing external wall plate (10) is longitudinally connected.
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| CN201810053592.1A CN108049531B (en) | 2018-01-19 | 2018-01-19 | Modularized balsa structure gable and mountain plate and installation method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112482580A (en) * | 2020-11-02 | 2021-03-12 | 华北水利水电大学 | Assembled wood-plastic spliced structure house |
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