CN207892101U - Top-level module building cover board - Google Patents
Top-level module building cover board Download PDFInfo
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- CN207892101U CN207892101U CN201820092019.7U CN201820092019U CN207892101U CN 207892101 U CN207892101 U CN 207892101U CN 201820092019 U CN201820092019 U CN 201820092019U CN 207892101 U CN207892101 U CN 207892101U
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- stull
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Abstract
The utility model is related to a kind of top-level module building cover boards, belong to structural engineering technical field.Joist in the uniformly distributed plate being mutually parallel between connecting plate and the laterally attached longitudinal plate of wall between lateral plate；Different connecting plates are respectively formed between lateral plate the areas connection Shi Ding, the lateral areas Shi Ding in wall connecting transverse plate top, the lateral areas Shi Ding in wall connecting transverse plate lower part, the lateral areas Shi Ding in wall connecting longitudinal plate top, the lateral areas Shi Ding in wall connecting longitudinal plate lower part between the areas connection Shi Ding, beam upper plate in exposing plate face.The utility model has the beneficial effects that installation operation significantly simplifies, assembling speed is fast, and big component general assembly, industrialization degree higher may be used, good economical benefit, and environmental pollution is avoided, sound insulation, insulating layer are especially embedded into the inside of plate, reduce a large amount of field operations, only need at the scene whole plate modularization apply nail operation, it shortens the construction period at double, is constructed by series, make it have good stress performance.
Description
Technical field
The utility model belongs to building structure technology field, more particularly to a kind of top-level module building cover board.
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 top-level module buildings that can be recycled
Cover board insulates against sound, insulating layer without in addition setting, reduces a large amount of field operations, while ensureing that manufacturing procedure is simple, more ensure its tool
There is good stress performance.
The technical solution adopted in the utility model is：
A kind of top-level module building cover board of the utility model, including A classes plate and B class plates；The A classes plate includes between lateral plate
Connecting plate (3-1-5) between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate, bottom surface cladding boards (3-1-8), in plate
Joist (3-1-11) is vertically connected with and reinforces stull (3-1-12), end stull (3-1-13), stull (3-1-14) in plate, lateral
Connected between plate the areas Shi Ding (3-1-18), the connection areas Shi Ding (3-1-19) between beam upper plate, the laterally attached longitudinal plate of wall (3-1-23),
The laterally attached transverse plate of wall (3-1-24), lateral wall connecting reinforce stull (3-1-25), wall connecting transverse plate upper side
It is lateral to the areas Shi Ding (3-1-26), the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part, wall connecting longitudinal plate top
The areas Shi Ding (3-1-28), the lateral areas Shi Ding (3-1-29) in wall connecting longitudinal plate lower part；Longitudinal side connecting plate between lateral plate
(3-1-3), the other side are the laterally attached longitudinal plate of wall (3-1-23), and connecting plate (3-1-3) and wall are lateral between lateral plate
Connect between longitudinal plate (3-1-23) joist (3-1-11) in equally distributed plate, connecting plate (3-1-3) between lateral plate is put in plate
Grid (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) are respectively parallel；In plate between joist (3-1-11), and
Respectively stull in the setting plate perpendicular with the two between joist (3-1-11) in connecting plate (3-1-3) and plate between lateral plate
(3-1-14)；Equally distributed end is set between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) in plate
Stull (3-1-13)；Connecting plate (3-1-3), joist (3-1-11) and the laterally attached longitudinal plate (3- of wall in plate between lateral plate
Respectively connecting plate (3-1-5) is connected using nail between beam upper plate for one end 1-23)；The other end respectively with the laterally attached cross of wall
It is connected to plate (3-1-24) using nail；In one end connecting plate (3-1-5) between beam upper plate, connecting plate (3-1-3) between lateral plate,
Divide equally cloth setting in plate between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) and is vertically connected with reinforcement stull (3-
1-12), it is in alignment to be vertically connected with reinforcement stull (3-1-12)；Close in the laterally attached transverse plate of wall (3-1-24) one
End, connecting plate (3-1-3) between lateral plate, in plate between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) respectively
Cloth is arranged lateral wall connecting and reinforces stull (3-1-25), and it is mutually wrong that adjacent lateral wall connecting reinforces stull (3-1-25)
It opens；Connecting plate (3-1-5) between connecting plate (3-1-3), beam upper plate between lateral plate, is vertically connected with reinforcement at joist (3-1-11) in plate
Stull (3-1-12), end stull (3-1-13), lateral wall connecting reinforce stull (3-1-25) top surface flush, and with top
Face cladding boards (3-1-4) connect；Joist (3-1-11) in plate is vertically connected with and reinforces stull (3-1-12), end stull (3-1-
13), the bottom surface of lateral wall connecting reinforcement stull (3-1-25) flushes, and is connect with bottom surface cladding boards (3-1-8)；Wall side
It is flushed to the top surface of connection longitudinal plate (3-1-23), the laterally attached transverse plate of wall (3-1-24), exposes top surface cladding boards (3-1-
4) height is equal and is preferably the plate thickness of the laterally attached longitudinal plate of wall (3-1-23)；Connecting plate (3-1-3) between lateral plate,
Connecting plate (3-1-5) between beam upper plate, the laterally attached longitudinal plate of wall (3-1-23), the laterally attached transverse plate of wall (3-1-24)
Bottom surface flushes, and the height for exposing bottom surface cladding boards (3-1-8) is equal, and is preferably the laterally attached longitudinal plate of wall (3-1-23)
Plate thickness；The part that the lower part connecting plate (3-1-3) is exposed between lateral plate connects the areas Shi Ding (3-1-18) between forming lateral plate, Liang Shang
The part that the lower part connecting plate (3-1-5) is exposed between plate connects the areas Shi Ding (3-1-19) between forming beam upper plate；The laterally attached cross of wall
The part exposed to the top plate (3-1-24) forms the lateral areas Shi Ding (3-1-26) in wall connecting transverse plate top, what lower part was exposed
Part forms the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part；Reveal on the top the laterally attached longitudinal plate of wall (3-1-23)
The part gone out forms the lateral areas Shi Ding (3-1-28) in wall connecting longitudinal plate top, and it is vertical that the part that lower part is exposed forms wall connecting
To the lateral areas Shi Ding (3-1-29) in plate lower part；Heat insulating and sound insulating material is filled in plate internal cavity；The area of the B classes plate and A class plates
It is not to replace the laterally attached longitudinal plate of wall (3-1-23) using connecting plate (3-1-3) between lateral plate, connecting plate between lateral plate
Top surface cladding boards (3-1-4) are not exposed on the top (3-1-3), and the part that lower part is exposed connects the areas Shi Ding (3-1- between lateral plate
18)；
Further, connecting plate between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between the lateral plate
Joist (3-1-11) in (3-1-5), bottom surface cladding boards (3-1-8), plate is vertically connected with and reinforces stull (3-1-12), end stull
Stull (3-1-14), the laterally attached longitudinal plate of wall (3-1-23), the laterally attached transverse plate (3-1- of wall in (3-1-13), plate
24), lateral wall connecting reinforces the thickness all same of stull (3-1-25), and the integral multiple that width is thickness.
Further, a kind of installation method of top-level module building cover board, includes the following steps：
A. connecting plate (3-1-5) and index bed modularization load-bearing interior wall between the beam upper plate of top-level module building cover board A class plates
Plate (5) connects, and with another block of top-level module building cover board A classes plate connected longitudinally in index bed modularization load-bearing lining
(5) it connects, connection type is to connect the areas Shi Ding (3-1-19) between beam upper plate laterally to apply nail, and the areas Shi Ding will be connected between beam upper plate
(3-1-19) is connected；
B. connecting plate (3-1-5) and index bed modularization load-bearing interior wall between the beam upper plate of top-level module building cover board B class plates
Plate (5) connects, and with another block of top-level module building cover board B classes plate connected longitudinally in index bed modularization load-bearing lining
(5) it connects, connection type is to connect the areas Shi Ding (3-1-19) between beam upper plate laterally to apply nail, and the areas Shi Ding will be connected between beam upper plate
(3-1-19) is connected；
C. the laterally attached transverse plate of wall (3-1-24) and top-level module of top-level module building cover board A classes plate and B class plates
Change top of the slope bearing external wall plate (8) to connect, connection type is：It is lateral in the wall connecting of the laterally attached transverse plate of wall (3-1-24)
The lateral areas Shi Ding (3-1-26) in plate top, the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part apply nail, by wall connecting
The lateral areas Shi Ding (3-1-26) in transverse plate top, the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part and top-level module
Top of the slope bearing external wall plate (8) connects；
D. the laterally attached longitudinal plate of wall (3-1-23) of top-level module building cover board B class plates is held with top-level module gable
Weight Side fascia (10) connects, and connection type is that the wall connecting longitudinal plate top of the laterally attached longitudinal plate of wall (3-1-23) is lateral
The areas Shi Ding (3-1-28), the lateral areas Shi Ding (3-1-29) in wall connecting longitudinal plate lower part and top-level module gable bearing external wall plate
(10) it connects, the lateral areas Shi Ding (3-1-28), the lateral areas Shi Ding in wall connecting longitudinal plate lower part on wall connecting longitudinal plate top
(3-1-29) laterally applies nail, is connect with top-level module gable bearing external wall plate (10)；
E. the lateral connection between top-level module building cover board A class plates and top-level module building cover board A classes plate and B classes
The lateral connection of plate is：It is connected between the lateral plate of connecting plate (3-1-3) on the areas Shi Ding (3-1-18) between lateral plate and applies nail, by phase
The connection areas Shi Ding (3-1-18) connection between the lateral plate of adjacent two plates.
The advantages of the utility model and advantageous effect：
The utility model installation operation significantly simplifies, and assembling speed is fast, and big component general assembly may be used, and industrializes journey
Higher, good economical benefit are spent, and avoids environmental pollution.Sound insulation, insulating layer are especially embedded into the inside of plate, reduced a large amount of
Field operation, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.It is constructed, is made it have good by series
Stress performance.
Description of the drawings
Fig. 1 is modularization cork wood structural system schematic diagram.
Fig. 2 is top-level module building cover board A class plate schematic top plan views.
Fig. 3 is top-level module building cover board A class plate elevational schematic views.
Fig. 4 is top-level module building cover board A class plate schematic side views.
Fig. 5 does not cover top surface cladding boards for top-level module building cover board A class plates（It is not added with heat insulating and sound insulating material）Structure
Schematic diagram.
Fig. 6 is top-level module building cover board A class plate cross-sectional profile schematic diagrames.
Fig. 7 is top-level module building cover board B class plate cross-sectional profile schematic diagrames.
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.
3-1-3 connecting plates between lateral plate；3-1-4 is top surface cladding boards；3-1-5 connecting plates between beam upper plate；3-1-8 is
Bottom surface cladding boards；3-1-11 is joist in plate；3-1-12 is to be vertically connected with reinforcement stull；3-1-13 is end stull；3-1-14
For stull in plate；3-1-18 connects the areas Shi Ding between lateral plate；3-1-19 connects the areas Shi Ding between beam upper plate；3-1-23 is wall
Laterally attached longitudinal plate；3-1-24 is the laterally attached transverse plate of wall；3-1-25 is that lateral wall connecting reinforces stull；3-1-26
For the lateral areas Shi Ding in wall connecting transverse plate top；3-1-27 is the lateral areas Shi Ding in wall connecting transverse plate lower part；3-1-28 is
The lateral areas Shi Ding in wall connecting longitudinal plate top；3-1-29 is the lateral areas Shi Ding in wall connecting longitudinal plate lower part.
Specific implementation mode
Top-level module building cover board provided by the utility model is described in detail with reference to the accompanying drawings and embodiments.
Embodiment
As shown in Fig. 1 ~ Fig. 7, a kind of top-level module building cover board, including A classes plate and B class plates；The A classes plate includes lateral
Connecting plate (3-1-5) between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between plate, bottom surface cladding boards (3-1-8),
Joist (3-1-11) in plate, be vertically connected with reinforce stull (3-1-12), end stull (3-1-13), stull (3-1-14) in plate,
The areas Shi Ding (3-1-19), the laterally attached longitudinal plate (3-1- of wall are connected between the connection areas Shi Ding (3-1-18), beam upper plate between lateral plate
23), the laterally attached transverse plate of wall (3-1-24), lateral wall connecting reinforce stull (3-1-25), on wall connecting transverse plate
The lateral areas Shi Ding (3-1-26) in portion, the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part, wall connecting longitudinal plate top
The lateral areas Shi Ding (3-1-28), the lateral areas Shi Ding (3-1-29) in wall connecting longitudinal plate lower part；Longitudinal side connects between lateral plate
Fishplate bar (3-1-3), the other side are the laterally attached longitudinal plate of wall (3-1-23), connecting plate (3-1-3) and wall between lateral plate
Joist (3-1-11) in equally distributed plate between laterally attached longitudinal plate (3-1-23), connecting plate (3-1-3), plate between lateral plate
Interior joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) are respectively parallel；In plate between joist (3-1-11),
And between lateral plate in connecting plate (3-1-3) and plate between joist (3-1-11) respectively setting with both cross in perpendicular plate
It supports (3-1-14)；Equally distributed end is set between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) in plate
Portion's stull (3-1-13)；Connecting plate (3-1-3), joist (3-1-11) and the laterally attached longitudinal plate of wall in plate between lateral plate
Respectively connecting plate (3-1-5) is connected using nail between beam upper plate for the one end of (3-1-23)；The other end laterally connects with wall respectively
Transverse plate (3-1-24) is connect to connect using nail；In one end connecting plate (3-1-5) between beam upper plate, connecting plate (3- between lateral plate
1-3), divide equally cloth setting in plate between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) and be vertically connected with reinforcement cross
It supports (3-1-12), it is in alignment to be vertically connected with reinforcement stull (3-1-12)；Close in the laterally attached transverse plate (3-1- of wall
24) one end, connecting plate (3-1-3) between lateral plate, in plate joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) it
Between divide equally cloth lateral wall connecting be set and reinforce stull (3-1-25), adjacent lateral wall connecting reinforces stull (3-1-25) phase
Mutually it is staggered；Connecting plate (3-1-5) between connecting plate (3-1-3), beam upper plate between lateral plate, is vertically connected with joist (3-1-11) in plate
Reinforce stull (3-1-12), end stull (3-1-13), lateral wall connecting reinforce stull (3-1-25) top surface flush, and
It is connect with top surface cladding boards (3-1-4)；Joist (3-1-11) in plate is vertically connected with and reinforces stull (3-1-12), end stull (3-
1-13), the bottom surface of lateral wall connecting reinforcement stull (3-1-25) flushes, and is connect with bottom surface cladding boards (3-1-8)；Wall
Laterally attached longitudinal plate (3-1-23), the laterally attached transverse plate of wall (3-1-24) top surface flush, expose top surface cladding boards (3-
Height 1-4) is equal and is preferably the plate thickness of the laterally attached longitudinal plate of wall (3-1-23)；Connecting plate (3-1- between lateral plate
3), connecting plate (3-1-5), the laterally attached longitudinal plate of wall (3-1-23), the laterally attached transverse plate (3-1- of wall between beam upper plate
24) bottom surface flushes, and the height for exposing bottom surface cladding boards (3-1-8) is equal, and is preferably the laterally attached longitudinal plate (3- of wall
Plate thickness 1-23)；The part that the lower part connecting plate (3-1-3) is exposed between lateral plate forms connection Shi Ding area (3-1- between lateral plate
18) part that, the lower part connecting plate (3-1-5) is exposed between beam upper plate connects the areas Shi Ding (3-1-19) between forming beam upper plate；Wall side
The part exposed to connection top transverse plate (3-1-24) forms the lateral areas Shi Ding (3-1-26) in wall connecting transverse plate top, under
The part that portion exposes forms the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part；Laterally attached longitudinal plate (the 3-1- of wall
23) part that top is exposed forms the lateral areas Shi Ding (3-1-28) in wall connecting longitudinal plate top, and the part that lower part is exposed is formed
The lateral areas Shi Ding (3-1-29) in wall connecting longitudinal plate lower part；Heat insulating and sound insulating material is filled in plate internal cavity；The B classes plate with
Difference lies in replace the laterally attached longitudinal plate of wall (3-1-23), lateral plate using connecting plate (3-1-3) between lateral plate for A classes plate
Between the top connecting plate (3-1-3) do not expose top surface cladding boards (3-1-4), the part that lower part is exposed connects the areas Shi Ding between lateral plate
(3-1-18)；Connecting plate (3-1-5), bottom between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between the lateral plate
Face cladding boards (3-1-8), postposition add that beam slab connection reinforcement plate (3-1-9), joist (3-1-11) in plate, to be vertically connected with reinforcement horizontal
Support (3-1-12), end stull (3-1-13), stull (3-1-14), the laterally attached longitudinal plate of wall (3-1-23), wall in plate
Laterally attached transverse plate (3-1-24), lateral wall connecting reinforce the thickness all same of stull (3-1-25), and width is thickness
Integral multiple.
The installation method of top-level module building cover board, 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)；
A. connecting plate (3-1-5) and index bed modularization load-bearing interior wall between the beam upper plate of top-level module building cover board A class plates
Plate (5) connects, and with another block of top-level module building cover board A classes plate connected longitudinally in index bed modularization load-bearing lining
(5) it connects, connection type is to connect the areas Shi Ding (3-1-19) between beam upper plate laterally to apply nail, and the areas Shi Ding will be connected between beam upper plate
(3-1-19) is connected；
B. connecting plate (3-1-5) and index bed modularization load-bearing interior wall between the beam upper plate of top-level module building cover board B class plates
Plate (5) connects, and with another block of top-level module building cover board B classes plate connected longitudinally in index bed modularization load-bearing lining
(5) it connects, connection type is to connect the areas Shi Ding (3-1-19) between beam upper plate laterally to apply nail, and the areas Shi Ding will be connected between beam upper plate
(3-1-19) is connected；
C. the laterally attached transverse plate of wall (3-1-24) and top-level module of top-level module building cover board A classes plate and B class plates
Change top of the slope bearing external wall plate (8) to connect, connection type is：It is lateral in the wall connecting of the laterally attached transverse plate of wall (3-1-24)
The lateral areas Shi Ding (3-1-26) in plate top, the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part apply nail, by wall connecting
The lateral areas Shi Ding (3-1-26) in transverse plate top, the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part and top-level module
Top of the slope bearing external wall plate (8) connects；
D. the laterally attached longitudinal plate of wall (3-1-23) of top-level module building cover board B class plates is held with top-level module gable
Weight Side fascia (10) connects, and connection type is that the wall connecting longitudinal plate top of the laterally attached longitudinal plate of wall (3-1-23) is lateral
The areas Shi Ding (3-1-28), the lateral areas Shi Ding (3-1-29) in wall connecting longitudinal plate lower part and top-level module gable bearing external wall plate
(10) it connects, the lateral areas Shi Ding (3-1-28), the lateral areas Shi Ding in wall connecting longitudinal plate lower part on wall connecting longitudinal plate top
(3-1-29) laterally applies nail, is connect with top-level module gable bearing external wall plate (10)；
E. the lateral connection between top-level module building cover board A class plates and top-level module building cover board A classes plate and B classes
The lateral connection of plate is：It is connected between the lateral plate of connecting plate (3-1-3) on the areas Shi Ding (3-1-18) between lateral plate and applies nail, by phase
The connection areas Shi Ding (3-1-18) connection between the lateral plate of adjacent two plates.
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 (2)
1. a kind of top-level module building cover board, including A classes plate and B class plates；It is characterized in that：The A classes plate includes between lateral plate
Connecting plate (3-1-5) between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate, bottom surface cladding boards (3-1-8), in plate
Joist (3-1-11) is vertically connected with and reinforces stull (3-1-12), end stull (3-1-13), stull (3-1-14) in plate, lateral
Connected between plate the areas Shi Ding (3-1-18), the connection areas Shi Ding (3-1-19) between beam upper plate, the laterally attached longitudinal plate of wall (3-1-23),
The laterally attached transverse plate of wall (3-1-24), lateral wall connecting reinforce stull (3-1-25), wall connecting transverse plate upper side
It is lateral to the areas Shi Ding (3-1-26), the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part, wall connecting longitudinal plate top
The areas Shi Ding (3-1-28), the lateral areas Shi Ding (3-1-29) in wall connecting longitudinal plate lower part；Longitudinal side connecting plate between lateral plate
(3-1-3), the other side are the laterally attached longitudinal plate of wall (3-1-23), and connecting plate (3-1-3) and wall are lateral between lateral plate
Connect between longitudinal plate (3-1-23) joist (3-1-11) in equally distributed plate, connecting plate (3-1-3) between lateral plate is put in plate
Grid (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) are respectively parallel；In plate between joist (3-1-11), and
Respectively stull in the setting plate perpendicular with the two between joist (3-1-11) in connecting plate (3-1-3) and plate between lateral plate
(3-1-14)；Equally distributed end is set between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) in plate
Stull (3-1-13)；Connecting plate (3-1-3), joist (3-1-11) and the laterally attached longitudinal plate (3- of wall in plate between lateral plate
Respectively connecting plate (3-1-5) is connected using nail between beam upper plate for one end 1-23)；The other end respectively with the laterally attached cross of wall
It is connected to plate (3-1-24) using nail；In one end connecting plate (3-1-5) between beam upper plate, connecting plate (3-1-3) between lateral plate,
Divide equally cloth setting in plate between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) and is vertically connected with reinforcement stull (3-
1-12), it is in alignment to be vertically connected with reinforcement stull (3-1-12)；Close in the laterally attached transverse plate of wall (3-1-24) one
End, connecting plate (3-1-3) between lateral plate, in plate between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) respectively
Cloth is arranged lateral wall connecting and reinforces stull (3-1-25), and it is mutually wrong that adjacent lateral wall connecting reinforces stull (3-1-25)
It opens；Connecting plate (3-1-5) between connecting plate (3-1-3), beam upper plate between lateral plate, is vertically connected with reinforcement at joist (3-1-11) in plate
Stull (3-1-12), end stull (3-1-13), lateral wall connecting reinforce stull (3-1-25) top surface flush, and with top
Face cladding boards (3-1-4) connect；Joist (3-1-11) in plate is vertically connected with and reinforces stull (3-1-12), end stull (3-1-
13), the bottom surface of lateral wall connecting reinforcement stull (3-1-25) flushes, and is connect with bottom surface cladding boards (3-1-8)；Wall side
It is flushed to the top surface of connection longitudinal plate (3-1-23), the laterally attached transverse plate of wall (3-1-24), exposes top surface cladding boards (3-1-
4) height is equal and is preferably the plate thickness of the laterally attached longitudinal plate of wall (3-1-23)；Connecting plate (3-1-3) between lateral plate,
Connecting plate (3-1-5) between beam upper plate, the laterally attached longitudinal plate of wall (3-1-23), the laterally attached transverse plate of wall (3-1-24)
Bottom surface flushes, and the height for exposing bottom surface cladding boards (3-1-8) is equal, and is preferably the laterally attached longitudinal plate of wall (3-1-23)
Plate thickness；The part that the lower part connecting plate (3-1-3) is exposed between lateral plate connects the areas Shi Ding (3-1-18) between forming lateral plate, Liang Shang
The part that the lower part connecting plate (3-1-5) is exposed between plate connects the areas Shi Ding (3-1-19) between forming beam upper plate；The laterally attached cross of wall
The part exposed to the top plate (3-1-24) forms the lateral areas Shi Ding (3-1-26) in wall connecting transverse plate top, what lower part was exposed
Part forms the lateral areas Shi Ding (3-1-27) in wall connecting transverse plate lower part；Reveal on the top the laterally attached longitudinal plate of wall (3-1-23)
The part gone out forms the lateral areas Shi Ding (3-1-28) in wall connecting longitudinal plate top, and it is vertical that the part that lower part is exposed forms wall connecting
To the lateral areas Shi Ding (3-1-29) in plate lower part；Heat insulating and sound insulating material is filled in plate internal cavity；The area of the B classes plate and A class plates
It is not to replace the laterally attached longitudinal plate of wall (3-1-23) using connecting plate (3-1-3) between lateral plate, connecting plate between lateral plate
Top surface cladding boards (3-1-4) are not exposed on the top (3-1-3), and the part that lower part is exposed connects the areas Shi Ding (3-1- between lateral plate
18)。
2. top-level module building cover board as described in claim 1, it is characterised in that：Connecting plate (3-1- between the lateral plate
3), connecting plate (3-1-5) between top surface cladding boards (3-1-4), beam upper plate, bottom surface cladding boards (3-1-8), joist (3-1- in plate
11) it, is vertically connected with and reinforces that stull (3-1-12), end stull (3-1-13), stull (3-1-14), wall are laterally attached vertical in plate
The thickness for reinforcing stull (3-1-25) to plate (3-1-23), the laterally attached transverse plate of wall (3-1-24), lateral wall connecting is equal
It is identical, and the integral multiple that width is thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820092019.7U CN207892101U (en) | 2018-01-19 | 2018-01-19 | Top-level module building cover board |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820092019.7U CN207892101U (en) | 2018-01-19 | 2018-01-19 | Top-level module building cover board |
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| Publication Number | Publication Date |
|---|---|
| CN207892101U true CN207892101U (en) | 2018-09-21 |
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ID=63545309
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| CN201820092019.7U Expired - Fee Related CN207892101U (en) | 2018-01-19 | 2018-01-19 | Top-level module building cover board |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965080A (en) * | 2018-01-19 | 2018-04-27 | 辽宁工业大学 | Top-level module building cover board and its installation method |
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2018
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107965080A (en) * | 2018-01-19 | 2018-04-27 | 辽宁工业大学 | Top-level module building cover board and its installation method |
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