CN107965080A - Top-level module building cover board and its installation method - Google Patents
Top-level module building cover board and its installation method Download PDFInfo
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- CN107965080A CN107965080A CN201810054696.4A CN201810054696A CN107965080A CN 107965080 A CN107965080 A CN 107965080A CN 201810054696 A CN201810054696 A CN 201810054696A CN 107965080 A CN107965080 A CN 107965080A
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- 238000009434 installation Methods 0.000 title claims abstract description 11
- 238000000034 method Methods 0.000 title claims abstract description 10
- 238000005253 cladding Methods 0.000 claims description 29
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000004744 fabric Substances 0.000 claims description 6
- 239000011810 insulating material Substances 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 238000009413 insulation Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 240000007182 Ochroma pyramidale Species 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002154 agricultural waste Substances 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
- E04B1/90—Insulating elements for both heat and sound slab-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Electromagnetism (AREA)
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- Mechanical Engineering (AREA)
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Abstract
The present invention relates to a kind of top-level module building cover board and its installation method, belong to structural engineering technical field.Joist in the uniformly distributed plate being parallel to each other between connecting plate and the laterally attached longitudinal plate of wall between lateral plate；Different connecting plates connect Shi Ding areas, the lateral Shi Ding areas in wall connecting transverse plate top, the lateral Shi Ding areas in wall connecting transverse plate lower part, the lateral Shi Ding areas in wall connecting longitudinal plate top, the lateral Shi Ding areas in wall connecting longitudinal plate lower part exposing to connect between plate face forms lateral plate respectively between Shi Ding areas, beam upper plate.Significantly simplify the beneficial effects of the invention are as follows installation operation, assembling speed is fast, can use big component general assembly, industrialization degree higher, good economical benefit, and 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, shorten the construction period at double, constructed by series, make it have good stress performance.
Description
Technical field
The invention belongs to building structure technology field, more particularly to a kind of top-level module building cover board and its installation side
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.Many countries more focused on steel construction and concrete structure and have 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.
The content of the invention
It is an object of the invention to provide a kind of usage time length, environmental protection, the top-level module building cover board that can be recycled
And its installation method, without in addition setting sound insulation, insulating layer, a large amount of field operations are reduced, while ensure that manufacturing procedure is simple, more
Ensure it with good stress performance.
The technical solution adopted by the present invention is：
A kind of top-level module building cover board of the present invention, including A classes plate and B class plates；The A classes plate includes connecting plate between lateral plate
Connecting plate (3-1-5) between (3-1-3), top surface cladding boards (3-1-4), beam upper plate, bottom surface cladding boards (3-1-8), joist (3- in plate
1-11), it is vertically connected with and strengthens stull (3-1-12), end stull (3-1-13), connected between stull (3-1-14), lateral plate in plate
Connection Shi Ding areas (3-1-19), the laterally attached longitudinal plate of wall (3-1-23), wall are lateral between Shi Ding areas (3-1-18), beam upper plate
Connect transverse plate (3-1-24), lateral wall connecting strengthens stull (3-1-25), the lateral Shi Ding areas in wall connecting transverse plate top
The lateral Shi Ding areas (3-1-27) in (3-1-26), wall connecting transverse plate lower part, the lateral Shi Ding areas (3- in wall connecting longitudinal plate top
1-28), the lateral Shi Ding areas (3-1-29) in wall connecting longitudinal plate lower part；Longitudinal side connecting plate (3-1-3) between lateral plate, separately
Side is the laterally attached longitudinal plate of wall (3-1-23), connecting plate (3-1-3) and the laterally attached longitudinal plate of wall between lateral plate
Joist (3-1-11) in equally distributed plate between (3-1-23), connecting plate (3-1-3) between lateral plate, joist (3-1-11) in plate
It is respectively parallel with the laterally attached longitudinal plate of wall (3-1-23)；In plate between joist (3-1-11), and connect between lateral plate
Respectively set and stull (3-1-14) in the two perpendicular plate between joist (3-1-11) in fishplate bar (3-1-3) and plate；
Equally distributed end stull (3-1- is set in plate between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23)
13)；Between lateral plate connecting plate (3-1-3), in plate joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) one
Respectively connecting plate (3-1-5) is connected using nail between beam upper plate at end；The other end respectively with the laterally attached transverse plate (3-1- of wall
24) using nail connection；In connecting plate (3-1-5) one end between beam upper plate, connecting plate (3-1-3) between lateral plate, joist in plate
Divide equally cloth setting between (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23) and be vertically connected with reinforcement stull (3-1-12), on
Lower connection reinforcement stull (3-1-12) is in alignment；Close in the laterally attached transverse plate of wall (3-1-24) one end, laterally
Connecting plate (3-1-3) between plate, divide equally cloth in plate and set between joist (3-1-11) and the laterally attached longitudinal plate of wall (3-1-23)
Lateral wall connecting strengthens stull (3-1-25), and adjacent lateral wall connecting strengthens stull (3-1-25) and mutually staggers；Laterally
Connecting plate (3-1-5) between connecting plate (3-1-3), beam upper plate between plate, joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-
1-12), end stull (3-1-13), lateral wall connecting strengthen stull (3-1-25) top surface flush, and with top surface clad can
Plate (3-1-4) connects；Joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-12), end stull (3-1-13), lateral
The bottom surface that wall connecting strengthens stull (3-1-25) flushes, and is connected with bottom surface cladding boards (3-1-8)；Wall is laterally attached vertical
Flushed to the top surface of plate (3-1-23), the laterally attached transverse plate of wall (3-1-24), expose the height of top surface cladding boards (3-1-4)
Thickness of slab that is equal and being preferably the laterally attached longitudinal plate of wall (3-1-23)；Between lateral plate between connecting plate (3-1-3), beam upper plate
Connecting plate (3-1-5), the laterally attached longitudinal plate of wall (3-1-23), the bottom surface of the laterally attached transverse plate of wall (3-1-24) are neat
It is flat, expose that the height of bottom surface cladding boards (3-1-8) is equal, and be preferably the plate of the laterally attached longitudinal plate of wall (3-1-23)
It is thick；The part that connecting plate (3-1-3) lower part is exposed between lateral plate connects Shi Ding areas (3-1-18) between forming lateral plate, between beam upper plate
The part that connecting plate (3-1-5) lower part is exposed connects Shi Ding areas (3-1-19) between forming beam upper plate；The laterally attached transverse plate of wall
The part that (3-1-24) top is exposed forms the lateral Shi Ding areas (3-1-26) in wall connecting transverse plate top, the part that lower part is exposed
Form the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part；Expose on the laterally attached longitudinal plate of wall (3-1-23) top
Part forms the lateral Shi Ding areas (3-1-28) in wall connecting longitudinal plate top, and the part that lower part is exposed forms wall connecting longitudinal plate
The lateral Shi Ding areas (3-1-29) in lower part；Heat insulating and sound insulating material is filled in plate internal cavity；The difference of the B classes plate and A class plates exists
In replacing the laterally attached longitudinal plate of wall (3-1-23) using connecting plate (3-1-3) between lateral plate, connecting plate (3-1- between lateral plate
3) top surface cladding boards (3-1-4) are not exposed on top, and the part that lower part is exposed connects Shi Ding areas (3-1-18) between lateral plate；
Further, connecting plate (3-1- between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between the lateral plate
5), bottom surface cladding boards (3-1-8), joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-12), end stull (3-1-
13), stull (3-1-14), the laterally attached longitudinal plate of wall (3-1-23), the laterally attached transverse plate of wall (3-1-24), side in plate
Strengthen the thickness all same of stull (3-1-25) to wall connecting, and the integral multiple that width is thickness.
Further, a kind of installation method of top-level module building cover board, comprises the following steps：
A. connecting plate (3-1-5) and index bed modularization load-bearing lining (5) between the beam upper plate of top-level module building cover board A class plates
Connection, and connect with another block of top-level module building cover board A classes plate connected longitudinally in index bed modularization load-bearing lining (5)
Connect, connection mode is to connect Shi Ding areas (3-1-19) between beam upper plate laterally to apply nail, Shi Ding area (3-1- will be connected between beam upper plate
19) connect；
B. connecting plate (3-1-5) and index bed modularization load-bearing lining (5) between the beam upper plate of top-level module building cover board B class plates
Connection, and connect with another block of top-level module building cover board B classes plate connected longitudinally in index bed modularization load-bearing lining (5)
Connect, connection mode is to connect Shi Ding areas (3-1-19) between beam upper plate laterally to apply nail, Shi Ding area (3-1- will be connected between beam upper plate
19) connect；
C. the laterally attached transverse plate of wall (3-1-24) of top-level module building cover board A classes plate and B class plates and top-level module slope
Bearing external wall plate (8) connection is pushed up, connection mode is：On the wall connecting transverse plate of the laterally attached transverse plate of wall (3-1-24)
The lateral Shi Ding areas (3-1-26) in portion, the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part apply nail, and wall connecting is horizontal
The lateral Shi Ding areas (3-1-26) in plate top, the lateral Shi Ding areas (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. outside the laterally attached longitudinal plate of wall (3-1-23) of top-level module building cover board B class plates and top-level module gable load-bearing
Wallboard (10) connects, and connection mode laterally applies nail for the wall connecting longitudinal plate top of the laterally attached longitudinal plate of wall (3-1-23)
Area (3-1-28), the lateral Shi Ding areas (3-1-29) in wall connecting longitudinal plate lower part and top-level module gable bearing external wall plate (10)
Connection, lateral Shi Ding areas (3-1-28), the lateral Shi Ding areas (3-1- in wall connecting longitudinal plate lower part on wall connecting longitudinal plate top
29) nail laterally is applied, is connected 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 class plates
Lateral connection is：Connected between lateral plate between the lateral plate of connecting plate (3-1-3) on Shi Ding areas (3-1-18) and apply nail, by adjacent two
Shi Ding areas (3-1-18) connection is connected between the lateral plate of plate.
Advantages of the present invention and beneficial effect：
Installation operation of the present invention significantly simplifies, and assembling speed is fast, can use big component general assembly, industrialization degree higher,
Good economical benefit, and avoid environmental pollution.Sound insulation, insulating layer are especially embedded into the inside of plate, reduces a large amount of scenes and makees
Industry, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.Constructed by series, make it have good stress
Performance.
Brief description of the drawings
Fig. 1 is modularization cork wood structural system schematic diagram.
Fig. 2 is top-level module 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 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.
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 Shi Ding areas between lateral plate；3-1-19 connects Shi Ding areas 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 strengthens stull for lateral wall connecting；3-1-26
For the lateral Shi Ding areas in wall connecting transverse plate top；3-1-27 is the lateral Shi Ding areas in wall connecting transverse plate lower part；3-1-28 is
The lateral Shi Ding areas in wall connecting longitudinal plate top；3-1-29 is the lateral Shi Ding areas in wall connecting longitudinal plate lower part.
Embodiment
Top-level module building cover board provided by the invention and its installation method are carried out with reference to the accompanying drawings and embodiments detailed
Carefully illustrate.
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 strengthen stull (3-1-12), end stull (3-1-13), stull (3-1-14) in plate,
Connected between lateral plate and Shi Ding areas (3-1-19), the laterally attached longitudinal plate (3-1- of wall are connected between Shi Ding areas (3-1-18), beam upper plate
23), the laterally attached transverse plate of wall (3-1-24), lateral wall connecting strengthen stull (3-1-25), on wall connecting transverse plate
The lateral Shi Ding areas (3-1-26) in portion, the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part, wall connecting longitudinal plate top
Lateral Shi Ding areas (3-1-28), the lateral Shi Ding areas (3-1-29) in wall connecting longitudinal plate lower part；Longitudinal side connects between lateral plate
Fishplate bar (3-1-3), opposite 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 respectively set and horizontal stroke in the two perpendicular plate between joist (3-1-11) in connecting plate (3-1-3) and plate between lateral plate
Support (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 connecting plate (3-1-5) one end 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 horizontal stroke
Support (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 and set lateral wall connecting to strengthen stull (3-1-25), adjacent lateral wall connecting strengthens stull (3-1-25) phase
Mutually stagger；Connecting plate (3-1-5) between connecting plate (3-1-3), beam upper plate between lateral plate, joist (3-1-11) in plate, be vertically connected with
Reinforcement stull (3-1-12), end stull (3-1-13), the top surface of lateral wall connecting reinforcement stull (3-1-25) flush, and
It is connected with top surface cladding boards (3-1-4)；Joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-12), end stull (3-
1-13), the bottom surface of lateral wall connecting reinforcement stull (3-1-25) flushes, and is connected with bottom surface cladding boards (3-1-8)；Wall
Laterally attached longitudinal plate (3-1-23), the top surface of the laterally attached transverse plate of wall (3-1-24) flush, and expose top surface cladding boards (3-
Height 1-4) is equal and is preferably the thickness of slab 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 it is equal to expose the height of bottom surface cladding boards (3-1-8), and is preferably the laterally attached longitudinal plate (3- of wall
Thickness of slab 1-23)；The part that connecting plate (3-1-3) lower part is exposed between lateral plate connects Shi Ding area (3-1- between forming lateral plate
18) part that, connecting plate (3-1-5) lower part is exposed between beam upper plate connects Shi Ding areas (3-1-19) between forming beam upper plate；Wall side
The part exposed to connection transverse plate (3-1-24) top forms the lateral Shi Ding areas (3-1-26) in wall connecting transverse plate top, under
The part that portion exposes forms the lateral Shi Ding areas (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 Shi Ding areas (3-1-28) in wall connecting longitudinal plate top, and the part that lower part is exposed is formed
The lateral Shi Ding areas (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 connecting plate (3-1-3) top do not expose top surface cladding boards (3-1-4), the part that lower part is exposed connects Shi Ding areas 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 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 strengthen 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, 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)；
A. connecting plate (3-1-5) and index bed modularization load-bearing lining (5) between the beam upper plate of top-level module building cover board A class plates
Connection, and connect with another block of top-level module building cover board A classes plate connected longitudinally in index bed modularization load-bearing lining (5)
Connect, connection mode is to connect Shi Ding areas (3-1-19) between beam upper plate laterally to apply nail, Shi Ding area (3-1- will be connected between beam upper plate
19) connect；
B. connecting plate (3-1-5) and index bed modularization load-bearing lining (5) between the beam upper plate of top-level module building cover board B class plates
Connection, and connect with another block of top-level module building cover board B classes plate connected longitudinally in index bed modularization load-bearing lining (5)
Connect, connection mode is to connect Shi Ding areas (3-1-19) between beam upper plate laterally to apply nail, Shi Ding area (3-1- will be connected between beam upper plate
19) connect；
C. the laterally attached transverse plate of wall (3-1-24) of top-level module building cover board A classes plate and B class plates and top-level module slope
Bearing external wall plate (8) connection is pushed up, connection mode is：On the wall connecting transverse plate of the laterally attached transverse plate of wall (3-1-24)
The lateral Shi Ding areas (3-1-26) in portion, the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part apply nail, and wall connecting is horizontal
The lateral Shi Ding areas (3-1-26) in plate top, the lateral Shi Ding areas (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. outside the laterally attached longitudinal plate of wall (3-1-23) of top-level module building cover board B class plates and top-level module gable load-bearing
Wallboard (10) connects, and connection mode laterally applies nail for the wall connecting longitudinal plate top of the laterally attached longitudinal plate of wall (3-1-23)
Area (3-1-28), the lateral Shi Ding areas (3-1-29) in wall connecting longitudinal plate lower part and top-level module gable bearing external wall plate (10)
Connection, lateral Shi Ding areas (3-1-28), the lateral Shi Ding areas (3-1- in wall connecting longitudinal plate lower part on wall connecting longitudinal plate top
29) nail laterally is applied, is connected 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 class plates
Lateral connection is：Connected between lateral plate between the lateral plate of connecting plate (3-1-3) on Shi Ding areas (3-1-18) and apply nail, by adjacent two
Shi Ding areas (3-1-18) connection is connected between the lateral plate of plate.
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 (3)
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 is included 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), be vertically connected with and strengthen stull (3-1-12), end stull (3-1-13), stull (3-1-14) in plate, lateral
Connected between plate Shi Ding areas (3-1-18), connect between beam upper plate Shi Ding areas (3-1-19), the laterally attached longitudinal plate of wall (3-1-23),
The laterally attached transverse plate of wall (3-1-24), lateral wall connecting strengthen stull (3-1-25), wall connecting transverse plate upper side
It is lateral to Shi Ding areas (3-1-26), the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part, wall connecting longitudinal plate top
Shi Ding areas (3-1-28), the lateral Shi Ding areas (3-1-29) in wall connecting longitudinal plate lower part；Longitudinal side connecting plate between lateral plate
(3-1-3), opposite 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, 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 set between joist (3-1-11) in connecting plate (3-1-3) and plate between lateral plate and the two perpendicular plate in stull
(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 horizontal stroke of wall
Connected to plate (3-1-24) using nail；In connecting plate (3-1-5) one end 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 be 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 sets lateral wall connecting to strengthen stull (3-1-25), and it is mutually wrong that adjacent lateral wall connecting strengthens stull (3-1-25)
Open；Connecting plate (3-1-5) between connecting plate (3-1-3), beam upper plate between lateral plate, joist (3-1-11) in plate, be vertically connected with reinforcement
Stull (3-1-12), end stull (3-1-13), lateral wall connecting strengthen stull (3-1-25) top surface flush, and with top
Face cladding boards (3-1-4) connect；Joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-12), end stull (3-1-
13), the bottom surface of lateral wall connecting reinforcement stull (3-1-25) flushes, and is connected with bottom surface cladding boards (3-1-8)；Wall side
Flushed to the top surface of connection longitudinal plate (3-1-23), the laterally attached transverse plate of wall (3-1-24), expose top surface cladding boards (3-1-
4) height is equal and is preferably the thickness of slab 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 it is equal to expose the height of bottom surface cladding boards (3-1-8), and is preferably the laterally attached longitudinal plate of wall (3-1-23)
Thickness of slab；The part that connecting plate (3-1-3) lower part is exposed between lateral plate connects Shi Ding areas (3-1-18) between forming lateral plate, Liang Shang
The part that connecting plate (3-1-5) lower part is exposed between plate connects Shi Ding areas (3-1-19) between forming beam upper plate；The laterally attached horizontal stroke of wall
The part exposed to plate (3-1-24) top forms the lateral Shi Ding areas (3-1-26) in wall connecting transverse plate top, what lower part was exposed
Part forms the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part；Reveal on the laterally attached longitudinal plate of wall (3-1-23) top
The part gone out forms the lateral Shi Ding areas (3-1-28) in wall connecting longitudinal plate top, and the part that lower part is exposed forms wall connecting and indulges
To the lateral Shi Ding areas (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 between using lateral plate that connecting plate (3-1-3) replaces the laterally attached longitudinal plate of wall (3-1-23), connecting plate between lateral plate
Top surface cladding boards (3-1-4) are not exposed on (3-1-3) top, and the part that lower part is exposed connects Shi Ding areas (3-1- between lateral plate
18)。
2. top-level module building cover board as claimed 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), be vertically connected with strengthen stull (3-1-12), end stull (3-1-13), stull (3-1-14), wall are laterally attached vertical in plate
The thickness for strengthening 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.
A kind of 3. installation method of top-level module building cover board, it is characterised in that：Comprise the following steps：
A. connecting plate (3-1-5) and index bed modularization load-bearing lining (5) between the beam upper plate of top-level module building cover board A class plates
Connection, and connect with another block of top-level module building cover board A classes plate connected longitudinally in index bed modularization load-bearing lining (5)
Connect, connection mode is to connect Shi Ding areas (3-1-19) between beam upper plate laterally to apply nail, Shi Ding area (3-1- will be connected between beam upper plate
19) connect；
B. connecting plate (3-1-5) and index bed modularization load-bearing lining (5) between the beam upper plate of top-level module building cover board B class plates
Connection, and connect with another block of top-level module building cover board B classes plate connected longitudinally in index bed modularization load-bearing lining (5)
Connect, connection mode is to connect Shi Ding areas (3-1-19) between beam upper plate laterally to apply nail, Shi Ding area (3-1- will be connected between beam upper plate
19) connect；
C. the laterally attached transverse plate of wall (3-1-24) of top-level module building cover board A classes plate and B class plates and top-level module slope
Bearing external wall plate (8) connection is pushed up, connection mode is：On the wall connecting transverse plate of the laterally attached transverse plate of wall (3-1-24)
The lateral Shi Ding areas (3-1-26) in portion, the lateral Shi Ding areas (3-1-27) in wall connecting transverse plate lower part apply nail, and wall connecting is horizontal
The lateral Shi Ding areas (3-1-26) in plate top, the lateral Shi Ding areas (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. outside the laterally attached longitudinal plate of wall (3-1-23) of top-level module building cover board B class plates and top-level module gable load-bearing
Wallboard (10) connects, and connection mode laterally applies nail for the wall connecting longitudinal plate top of the laterally attached longitudinal plate of wall (3-1-23)
Area (3-1-28), the lateral Shi Ding areas (3-1-29) in wall connecting longitudinal plate lower part and top-level module gable bearing external wall plate (10)
Connection, lateral Shi Ding areas (3-1-28), the lateral Shi Ding areas (3-1- in wall connecting longitudinal plate lower part on wall connecting longitudinal plate top
29) nail laterally is applied, is connected 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 class plates
Lateral connection is：Connected between lateral plate between the lateral plate of connecting plate (3-1-3) on Shi Ding areas (3-1-18) and apply nail, by adjacent two
Shi Ding areas (3-1-18) connection is connected between the lateral plate of plate.
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| CN201810054696.4A CN107965080B (en) | 2018-01-19 | 2018-01-19 | Top-layer modularized floor board and installation method thereof |
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| CN201810054696.4A CN107965080B (en) | 2018-01-19 | 2018-01-19 | Top-layer modularized floor board and installation method thereof |
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| CN107965080B CN107965080B (en) | 2023-07-07 |
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|---|---|
| CN107965080B (en) | 2023-07-07 |
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