CN208039532U - Modularization cork wood structure gable gable plate - Google Patents
Modularization cork wood structure gable gable plate Download PDFInfo
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- CN208039532U CN208039532U CN201820091391.6U CN201820091391U CN208039532U CN 208039532 U CN208039532 U CN 208039532U CN 201820091391 U CN201820091391 U CN 201820091391U CN 208039532 U CN208039532 U CN 208039532U
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- lateral frame
- frame board
- gable
- beam slab
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Abstract
The utility model belongs to technical field of buildings, more particularly to a kind of modularization cork wood structure gable gable plate.Two vertical lateral frame board bottom ends are connect with bottom girder plate, and top is connect 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.The utility model has the beneficial effects that installation operation significantly simplifies, assembling speed is fast, big component general assembly, industrialization degree higher, good economical benefit may be used, 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 utility model belongs to technical field of buildings, more particularly to a kind of modularization cork wood structure gable gable plate.
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, produce global 24% air pollution, 50% greenhouse effects, 40% pollution of waterhead and
50% chlorofluorocarbons etc..
Green building curbs environmental pollution in China, energy-saving and emission-reduction, plays vital work in terms of the adjustment industrial structure
With.Many countries more focused on steel construction and concrete structure and had ignored timber structure green in terms of Development of Green Building past
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.
Utility model content
The purpose of this utility model is to provide a kind of usage time length, environmental protection, the modularization cork wood knots that can be recycled
Structure gable gable plate reduces a large amount of field operations, while ensureing that manufacturing procedure is simple, more ensures without in addition setting sound insulating layer
It is with good stress performance.
To achieve the goals above, the technical solution adopted in the utility model is：
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) includes lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement group gynostemium (10-1-6), room in beam slab (10-1-3), plate
Spine 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 mounting plate (10-1-12), the lateral areas Shi Ding (10-1-13) in top floor installation lower part, top floor installation
The lateral areas Shi Ding (10-1-14) in top, hole for hoist (10-1-15), the roof system connection areas Shi Ding (10-1-16), factory nail (10-
1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), the lower part installation top areas Shi Ding (10-1-20), guarantor
The lateral areas Shi Ding (10-1-22) are connected between warm sound insulating material (10-1-21), plate；
Two vertical bottom ends lateral frame board (10-1-1) are respectively connect with one block of horizontal bottom girder plate (10-1-2), top
It is respectively connect 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 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 45 °；Oblique top beam slab (10-1-3) and frame
Plate (10-1-1) connects, and the top surface gradient is identical as 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) extend to the both ends of plate, and two lateral frame boards (10-1-1) are located at
Between bottom girder plate (10-1-2) and oblique top beam slab (10-1-3), bottom girder plate (10-1-2) uses work with two lateral frame boards (10-1-1)
Station-service follows closely (10-1-17) connection, and nail vertically hammers into lateral frame board (10-1-1) by bottom girder plate (10-1-2), and each tie point is applied
It is 3 ~ 5 to follow closely quantity, and is arranged for a row and uniformly；Oblique top beam slab (10-1-3) uses factory with two lateral frame boards (10-1-1)
It is connected with nail (10-1-17), the vertical oblique top beam slab (10-1-3) of nail hammers into lateral frame board (10-1-1), and each tie point applies nail
Quantity is 3 ~ 5, and is arranged for a row and uniformly；
Wall column (10-1-4) in several plates for being uniformly distributed and being mutually parallel is set between lateral frame board (10-1-1), in plate
Wall column (10-1-4) is right-angled trapezium, and two right angles are located at bottom, and the top surface gradient is identical as lateral frame board (10-1-1), the plate at both ends
Interior wall column (10-1-4) is close to lateral frame board (10-1-1)；The wall column between wall column (10-1-4) and in plate in plate
Heat insulating and sound insulating material (10-1-21) is filled between (10-1-4) and lateral frame board (10-1-1)；
The width of wall column (10-1-4) is less than the width of lateral frame board (10-1-1), wall column (10-1-4) in plate in plate
Outdoor side nail penetrate outdoor wall surface plate (10-1-18), indoors side nail penetrate indoor wall panel (10-1-19)；
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
Ridge pole supporting mouth (10-1-8), ridge pole supporting mouth (10-1-8) generally rectangle are rectangular, and diagonal line is vertical, bottom quilt
The horizontal component of reinforcement group gynostemium (10-1-6) is filled and led up；The lower section of ridge pole supporting mouth (10-1-8) is reinforcement group gynostemium
(10-1-6), reinforcement group gynostemium (10-1-6) are formed by stacking by the plank of two panels or more, reinforcement group gynostemium (10-1-6)
Thickness be equal to the width of wall column (10-1-4) in plate, the width of reinforcement group gynostemium (10-1-6) and lateral frame board (10-1-1)
It is of same size；
In the left and right ends of reinforcement group gynostemium (10-1-6), reinforcement combination newel post (10-1-5), reinforcement group are respectively set
The top for closing newel post (10-1-5) is connect with oblique top beam slab (10-1-3) respectively；
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) connection, oblique top beam slab (10-1-3) are surrounded is stretched out to outdoor side, the width of stretching
Thickness of the degree equal to lateral frame board (10-1-1)；Lateral frame board (10-1-1) forms connecting side between plate in the exposed part in outer both sides indoors
To the areas Shi Ding (10-1-22), the exposed part in outer both sides forms the lower part installation top areas Shi Ding to bottom girder plate (10-1-2) indoors
(10-1-20), oblique top beam slab (10-1-3) part exposed inside and outside form the roof system connection areas Shi Ding (10-1-16)；
Top floor mounting plate (the 10-1- of jetting placing flat is followed closely in the position that height is top layer floor height in side indoors
12), top floor mounting plate (10-1-12) respectively combines newel post (10-1-5) with wall column in plate (10-1-4), reinforcement, adds
Strong group gynostemium (10-1-6) using factory's nail (10-1-17) connection, on the top of top floor mounting plate (10-1-12) and
Lower part is respectively formed the lateral areas Shi Ding (10-1-13) in top floor installation lower part, the top floor installation lateral areas Shi Ding in top
(10-1-14)；Top floor mounting plate (10-1-12) above and below, and with wall column in plate (10-1-4)（Both ends and side
In the plate that deckle board (10-1-1) abuts except wall column (10-1-4)）And the base angle of ridge pole supporting mouth (10-1-8) is corresponding
Position, respectively use factory with nail (10-1-17) nail penetrate fireproof decoration plate install 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 beam slab (10-1-3), top floor installation
Side flushes plate (10-1-12) vertically indoors；
In outdoor side, wall column (10-1-4) in plate（Wall column in the plate that both ends are abutted with lateral frame board (10-1-1)
Except (10-1-4)）And the corresponding position in base angle of ridge pole supporting mouth (10-1-8), respectively factory is used to follow closely
(10-1-17) nail penetrates plate (10-1-10) downstream；Lateral frame board (10-1-1), bottom girder plate (10-1-2), downstream plate (10-1-10), tiltedly
Side flushes raising-plate (10-1-3) vertically indoors；
Ventilation opening (10-1-9) is opened up in the outdoor side of bottom girder plate (10-1-2), ventilation opening (10-1-9) passes through from the bottom to top
It is logical；It is respectively a quarter to one third at away from both ends in oblique top beam slab (10-1-3), and positioned at indoor wall panel (10-
The outdoor side of indoor side 1-19), outdoor wall surface plate (10-1-18) respectively opens 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, it is 140 ~ 286mm to select 40mm, width, selects 184mm；In the plate wall column (10-1-4) thickness be 38 ~
89mm, it is 89 ~ 185mm to select 40mm, width, selects 89mm.
Further, the indoor wall panel (10-1-19) uses load-bearing OSB plates, the outdoor wall surface plate (10-1-18)
Using OSB plates.
Further, the ventilation opening (10-1-9) the outdoor side of bottom girder plate (10-1-2) be inwardly recessed 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, includes the following steps：In modularization
Cork wood structure gable gable plate (10-2) lower part installation top the areas Shi Ding (10-1-20) top using scene nail apply follow closely and
Index bed modularization superstructure (7) connects；
Nail is applied in the roof system connection areas Shi Ding (10-1-16) using scene nail to connect with modularization roof slab (14)；
In top floor installation lower part, the lateral areas Shi Ding (10-1-13), top floor install the lateral areas the Shi Ding (10- in top
1-14) nail is applied using scene nail to connect with top-level module side dress superstructure (9)；
The lateral areas Shi Ding (10-1-22) are connected between plate, and nail is applied using scene nail, it will be outside top-level module gable load-bearing
Wallboard (10) is longitudinally connected.
The utility model has the beneficial effects that installation operation significantly simplifies, assembling speed is fast, and big component assembly may be used
Assembly, industrialization degree higher, good economical benefit, and avoid environmental pollution；Especially heat insulating and sound insulating layer is embedded into plate
Portion reduces a large amount of field operations, is constructed by series, makes 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 side schematic elevation view outside modularization cork wood structure gable gable plate room.
Fig. 4 is 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 reinforce 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 reinforces tilting raising-plate；12 be the tilting T shapes 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 is to reinforce combination newel post；10-1-6 is reinforcement group gynostemium；10-1-8 is ridge pole supporting mouth；10-1-9 is ventilation opening；
10-1-10 is plate downstream；10-1-11 is that fireproof decoration plate installs batten；10-1-12 is top floor mounting plate；10-1-13 is
Top floor installs the lateral areas Shi Ding in lower part；10-1-14 is that top floor installs the lateral areas Shi Ding in top；10-1-15 is lifting
Hole；10-1-16 is that roof system connects the areas Shi Ding；10-1-17 follows closely for factory；10-1-18 is outdoor wall surface plate；10-1-19 is room
Inner wall panel；10-1-20 is that the top areas Shi Ding are installed in lower part；10-1-21 is heat insulating and sound insulating material；10-1-22 is connected between plate
The lateral areas Shi Ding.
Specific implementation mode
In order to further illustrate the utility model, with reference to the accompanying drawings and embodiments to modularization provided by the utility model
Cork wood structure gable gable plate is described in detail, but they cannot be interpreted as to the limit to scope of protection of the utility model
It is fixed.
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) includes lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement group gynostemium (10-1-6), room in beam slab (10-1-3), plate
Spine 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 mounting plate (10-1-12), the lateral areas Shi Ding (10-1-13) in top floor installation lower part, top floor installation
The lateral areas Shi Ding (10-1-14) in top, hole for hoist (10-1-15), the roof system connection areas Shi Ding (10-1-16), factory nail (10-
1-17), outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), the lower part installation top areas Shi Ding (10-1-20), guarantor
The lateral areas Shi Ding (10-1-22) are connected between warm sound insulating material (10-1-21), plate；
Two vertical bottom ends lateral frame board (10-1-1) are respectively connect with one block of horizontal bottom girder plate (10-1-2), top
It is respectively connect 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 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 45 °；Oblique top beam slab (10-1-3) and frame
Plate (10-1-1) connects, and the top surface gradient is identical as 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) extend to the both ends of plate, and two lateral frame boards (10-1-1) are located at
Between bottom girder plate (10-1-2) and oblique top beam slab (10-1-3), bottom girder plate (10-1-2) uses work with two lateral frame boards (10-1-1)
Station-service follows closely (10-1-17) connection, and nail vertically hammers into lateral frame board (10-1-1) by bottom girder plate (10-1-2), and each tie point is applied
It is 3 ~ 5 to follow closely quantity, and is arranged for a row and uniformly；Oblique top beam slab (10-1-3) uses factory with two lateral frame boards (10-1-1)
It is connected with nail (10-1-17), the vertical oblique top beam slab (10-1-3) of nail hammers into lateral frame board (10-1-1), and each tie point applies nail
Quantity is 3 ~ 5, and is arranged for a row and uniformly；
Wall column (10-1-4) in several plates for being uniformly distributed and being mutually parallel is set between lateral frame board (10-1-1), in plate
Wall column (10-1-4) is right-angled trapezium, and two right angles are located at bottom, and the top surface gradient is identical as lateral frame board (10-1-1), the plate at both ends
Interior wall column (10-1-4) is close to lateral frame board (10-1-1)；The wall column between wall column (10-1-4) and in plate in plate
Heat insulating and sound insulating material (10-1-21) is filled between (10-1-4) and lateral frame board (10-1-1)；
The width of wall column (10-1-4) is less than the width of lateral frame board (10-1-1), wall column (10-1-4) in plate in plate
Outdoor side nail penetrate outdoor wall surface plate (10-1-18), indoors side nail penetrate indoor wall panel (10-1-19)；
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
Ridge pole supporting mouth (10-1-8), ridge pole supporting mouth (10-1-8) generally rectangle are rectangular, and diagonal line is vertical, bottom quilt
The horizontal component of reinforcement group gynostemium (10-1-6) is filled and led up；The lower section of ridge pole supporting mouth (10-1-8) is reinforcement group gynostemium
(10-1-6), reinforcement group gynostemium (10-1-6) are formed by stacking by the plank of two panels or more, reinforcement group gynostemium (10-1-6)
Thickness be equal to the width of wall column (10-1-4) in plate, the width of reinforcement group gynostemium (10-1-6) and lateral frame board (10-1-1)
It is of same size；
In the left and right ends of reinforcement group gynostemium (10-1-6), reinforcement combination newel post (10-1-5), reinforcement group are respectively set
The top for closing newel post (10-1-5) is connect with oblique top beam slab (10-1-3) respectively；
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) connection, oblique top beam slab (10-1-3) are surrounded is stretched out to outdoor side, the width of stretching
Thickness of the degree equal to lateral frame board (10-1-1)；Lateral frame board (10-1-1) forms connecting side between plate in the exposed part in outer both sides indoors
To the areas Shi Ding (10-1-22), the exposed part in outer both sides forms the lower part installation top areas Shi Ding to bottom girder plate (10-1-2) indoors
(10-1-20), oblique top beam slab (10-1-3) part exposed inside and outside form the roof system connection areas Shi Ding (10-1-16)；
Top floor mounting plate (the 10-1- of jetting placing flat is followed closely in the position that height is top layer floor height in side indoors
12), top floor mounting plate (10-1-12) respectively combines newel post (10-1-5) with wall column in plate (10-1-4), reinforcement, adds
Strong group gynostemium (10-1-6) using factory's nail (10-1-17) connection, on the top of top floor mounting plate (10-1-12) and
Lower part is respectively formed the lateral areas Shi Ding (10-1-13) in top floor installation lower part, the top floor installation lateral areas Shi Ding in top
(10-1-14)；Top floor mounting plate (10-1-12) above and below, and with wall column in plate (10-1-4)（Both ends and side
In the plate that deckle board (10-1-1) abuts except wall column (10-1-4)）And the base angle of ridge pole supporting mouth (10-1-8) is corresponding
Position, respectively use factory with nail (10-1-17) nail penetrate fireproof decoration plate install 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 beam slab (10-1-3), top floor installation
Side flushes plate (10-1-12) vertically indoors；
In outdoor side, wall column (10-1-4) in plate（Wall column in the plate that both ends are abutted with lateral frame board (10-1-1)
Except (10-1-4)）And the corresponding position in base angle of ridge pole supporting mouth (10-1-8), respectively factory is used to follow closely
(10-1-17) nail penetrates plate (10-1-10) downstream；Lateral frame board (10-1-1), bottom girder plate (10-1-2), downstream plate (10-1-10), tiltedly
Side flushes raising-plate (10-1-3) vertically indoors；
Ventilation opening (10-1-9) is opened up in the outdoor side of bottom girder plate (10-1-2), ventilation opening (10-1-9) passes through from the bottom to top
It is logical；It is respectively a quarter to one third at away from both ends in oblique top beam slab (10-1-3), and positioned at indoor wall panel (10-
The outdoor side of indoor side 1-19), outdoor wall surface plate (10-1-18) respectively opens 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, and thickness is 38 ~ 89mm,
It is 140 ~ 286mm to select 40mm, width, selects 184mm；Wall column (10-1-4) thickness is 38 ~ 89mm, selection in the plate
40mm, width are 89 ~ 185mm, select 89mm；
The indoor wall panel (10-1-19) uses load-bearing OSB plates, the outdoor wall surface plate (10-1-18) to use OSB
Plate；
The ventilation opening (10-1-9) is inwardly recessed 135 ° ~ 180 ° of circular arc in the outdoor side of bottom girder plate (10-1-2),
One side plane of outdoor of circular arc and bottom girder plate (10-1-2) is connected as the circular arc that radius is 2 ~ 5mm, the depth of ventilation opening (10-1-9)
Degree is 10mm ~ 19mm.
A kind of installation method of modularization cork wood structure gable gable plate, includes the following steps：
Modularization cork wood structural system include basic (1), beam slab (2), bottom modularization superstructure (3), index bed module
Change bearing external wall plate (4), index bed modularization load-bearing lining (5), index bed and integrally reinforces raising-plate (6), index bed module
Change superstructure (7), top-level module top of the slope bearing external wall plate (8), top-level module side dress superstructure (9), top-level module gable to hold
Weight Side fascia (10), top layer integrally reinforce the tilting T shapes wooden frame (12) of tilting raising-plate (11), span centre, the orthogonal wooden frames of the double T of ridge
(13), modularization roof slab (14)；
It is adopted at the top of the lower part of modularization cork wood structure gable gable plate (10-2) the installation top areas Shi Ding (10-1-20)
Nail is applied with scene nail to connect with index bed modularization superstructure (7)；
Nail is applied in the roof system connection areas Shi Ding (10-1-16) using scene nail to connect with modularization roof slab (14)；
In top floor installation lower part, the lateral areas Shi Ding (10-1-13), top floor install the lateral areas the Shi Ding (10- in top
1-14) nail is applied using scene nail to connect with top-level module side dress superstructure (9)；
The lateral areas Shi Ding (10-1-22) are connected between plate, and nail is applied using scene nail, it will be outside top-level module gable load-bearing
Wallboard (10) is longitudinally connected.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (4)
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 gable plate (10-2) includes lateral frame board (10-1-1), bottom girder plate (10-1-2), oblique top beam slab
Wall column (10-1-4), reinforcement combination newel post (10-1-5), reinforcement group gynostemium (10-1-6), ridge pole in (10-1-3), plate
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 plate mounting plate (10-1-12), the lateral areas Shi Ding (10-1-13) in top floor installation lower part, top floor install upper side
To the areas Shi Ding (10-1-14), hole for hoist (10-1-15), roof system connection the areas Shi Ding (10-1-16), factory with nail (10-1-17),
Outdoor wall surface plate (10-1-18), indoor wall panel (10-1-19), the lower part installation top areas Shi Ding (10-1-20), heat insulating and sound insulating
The lateral areas Shi Ding (10-1-22) are connected between material (10-1-21), plate；
Two vertical bottom ends lateral frame board (10-1-1) are respectively connect with one block of horizontal bottom girder plate (10-1-2), and top is divided equally
It is not connect 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 enclose
At with frame, 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-angled trapezium, bottom are two right angles, and top left side or right side are high, and the gradient is 45 °；Oblique top beam slab (10-1-3) and lateral frame board
(10-1-1) is connected, and the top surface gradient is identical as 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) extend to the both ends of plate, and two lateral frame boards (10-1-1) are located at bottom girder
Between plate (10-1-2) and oblique top beam slab (10-1-3), bottom girder plate (10-1-2) is used with two lateral frame boards (10-1-1) using factory
(10-1-17) connection is followed closely, nail vertically hammers into lateral frame board (10-1-1) by bottom girder plate (10-1-2), and each tie point applies nail number
Amount is 3 ~ 5, and is arranged for a row and uniformly；Oblique top beam slab (10-1-3) is followed closely with two lateral frame boards (10-1-1) using factory
(10-1-17) is connected, and the vertical oblique top beam slab (10-1-3) of nail hammers into lateral frame board (10-1-1), and each tie point applies nail quantity
It is 3 ~ 5, and arranges for a row and uniformly；
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 as 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 less than the width of lateral frame board (10-1-1), the room of wall column (10-1-4) in plate in plate
Outer side nail penetrates outdoor wall surface plate (10-1-18), and side nail penetrates indoor wall panel (10-1-19) indoors；
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, diagonal line is vertical, and bottom is reinforced a group gynostemium
The horizontal component of (10-1-6) is filled and led up；The lower section of ridge pole supporting mouth (10-1-8) is reinforcement group gynostemium (10-1-6), is reinforced
Group gynostemium (10-1-6) is formed by stacking by the plank of two panels or more, and the thickness of reinforcement group gynostemium (10-1-6) is equal in plate
The width of wall column (10-1-4), the width of reinforcement group gynostemium (10-1-6) are of same size with lateral frame board (10-1-1)；
Reinforcement combination newel post (10-1-5) is respectively set in the left and right ends of reinforcement group gynostemium (10-1-6), reinforces combination end
The top of column (10-1-5) is connect with oblique top beam slab (10-1-3) respectively；
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 (10-
Frame 1-3) 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) connection, oblique top beam slab (10-1-3) are surrounded is stretched out to outdoor side, the width of stretching
Equal to the thickness of lateral frame board (10-1-1)；Lateral frame board (10-1-1) connects laterally between the exposed part in outer both sides forms plate indoors
The areas Shi Ding (10-1-22), the exposed part in outer both sides forms the lower part installation top areas Shi Ding to bottom girder plate (10-1-2) indoors
(10-1-20), oblique top beam slab (10-1-3) part exposed inside and outside form the roof system connection areas Shi Ding (10-1-16)；
The top floor mounting plate (10-1-12) of jetting placing flat is followed closely in side indoors in the position that height is top layer floor height,
Top floor mounting 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 mounting plate (10-1-12)
It is respectively formed the lateral areas Shi Ding (10-1-13) in top floor installation lower part, the top floor installation lateral areas the Shi Ding (10-1- in top
14)；Top floor mounting 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 sets, factory is respectively used to penetrate fireproof decoration plate installation batten (10-1-11) with 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 mounting plate
(10-1-12) side flushes vertically indoors；
In outdoor side, wall column (10-1-4) in plate（Wall column (10- in the plate that both ends are abutted with lateral frame board (10-1-1)
Except 1-4)）And the corresponding position in base angle of ridge pole supporting mouth (10-1-8), respectively use factory nail (10-1-
17) nail penetrates plate (10-1-10) downstream；Lateral frame board (10-1-1), bottom girder plate (10-1-2), downstream plate (10-1-10), oblique top beam slab
(10-1-3) side flushes vertically indoors；
Ventilation opening (10-1-9) is opened up in the outdoor side of bottom girder plate (10-1-2), ventilation opening (10-1-9) penetrates through from the bottom to top；
It is respectively a quarter to one third at away from both ends in oblique top beam slab (10-1-3), and positioned at indoor wall panel (10-1-
19) the outdoor side of indoor side, outdoor wall surface plate (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 width is 140 ~ 286mm, wall column in the plate
(10-1-4) thickness is 38 ~ 89mm, and width is 89 ~ 185mm.
3. modularization cork wood structure gable gable plate described in claim 1, it is characterised in that：Indoor wall panel (the 10-1-
19) load-bearing OSB plates, the outdoor wall surface plate (10-1-18) is used to use 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 side of beam slab (10-1-2) is inwardly recessed 135 ° ~ 180 ° of circular arc, the outdoor 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820091391.6U CN208039532U (en) | 2018-01-19 | 2018-01-19 | Modularization cork wood structure gable gable plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820091391.6U CN208039532U (en) | 2018-01-19 | 2018-01-19 | Modularization cork wood structure gable gable plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039532U true CN208039532U (en) | 2018-11-02 |
Family
ID=63953478
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820091391.6U Expired - Fee Related CN208039532U (en) | 2018-01-19 | 2018-01-19 | Modularization cork wood structure gable gable plate |
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| Country | Link |
|---|---|
| CN (1) | CN208039532U (en) |
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2018
- 2018-01-19 CN CN201820091391.6U patent/CN208039532U/en not_active Expired - Fee Related
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Granted publication date: 20181102 Termination date: 20220119 |