CN107938903A - Bottom modularization building cover board A classes plate and its installation method - Google Patents
Bottom modularization building cover board A classes plate and its installation method Download PDFInfo
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- CN107938903A CN107938903A CN201810000355.9A CN201810000355A CN107938903A CN 107938903 A CN107938903 A CN 107938903A CN 201810000355 A CN201810000355 A CN 201810000355A CN 107938903 A CN107938903 A CN 107938903A
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- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000009434 installation Methods 0.000 title claims abstract description 9
- 238000005253 cladding Methods 0.000 claims description 24
- 230000002787 reinforcement Effects 0.000 claims description 20
- 238000002347 injection Methods 0.000 claims description 11
- 239000007924 injection Substances 0.000 claims description 11
- 239000011810 insulating material Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 6
- 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
- 238000010586 diagram Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering 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
- 239000002023 wood Substances 0.000 description 2
- 239000002154 agricultural waste Substances 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- 230000009286 beneficial effect Effects 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
- 238000004519 manufacturing process Methods 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
- 239000000243 solution Substances 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
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Classifications
-
- 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
-
- 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
- E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/04—Material constitution of slabs, sheets or the like of plastics, fibrous material or wood
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- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of bottom modularization building cover board A classes plate and its installation method, belong to structural engineering technical field.Bottom modularization building cover board A classes plate is rectangular slab, is that wall connecting plate is indulged on top at the top of longitudinally outboard, bottom is lower part longeron connecting plate, and frame beam connects the two, and the width of the plate of a quarter to 1/6th is exposed at outside plate, forms Shi Ding areas.Installation operation of the present invention significantly simplifies, 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 bottom modularization building cover board A classes plate and its peace
Dress method.
Background technology
According to statistics, construction industry consumes about 50% energy on the earth, 42% water resource, 50% material and 48%
Arable land.Cause disruption of ecological balance, generate the whole world 24% air pollution, 50% greenhouse effects, 40% pollution of waterhead and
50% chlorofluorocarbons etc..
Green building is curbed environmental pollution in China, energy-saving and emission-reduction, adjustment the industrial structure in terms of play vital work
With.Past, China was in terms of Development of Green Building, emphasis steel construction and concrete structure and have ignored timber structure green building.
Steel, cement, plastics non-renewable unsustainable property clearly.Present developed country have been recognized that Wood construction and
The building materials processed using agricultural wastes, are the correct directions of building industry sustainable development, but department of the Chinese government and society
Also there is many mistaken ideas for extensive use of the meeting all circles for new Wood construction.
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 long, environmentally friendly, recyclable it is an object of the invention to provide a kind of usage time for above-mentioned technical problem
The bottom modularization building cover board used, without in addition setting sound insulation, insulating layer, reduces a large amount of field operations, while ensure to process
Process is simple, more ensures it with good stress performance.
The technical solution adopted by the present invention is as follows：
Wall connecting plate (3-1-1), top cross wall connecting plate are indulged in a kind of bottom modularization building cover board A class plates of the present invention, including top
Connecting plate (3-1-5), lower part are indulged between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between (3-1-2), lateral plate
Beam connecting plate (3-1-6), lower beam connecting plate (3-1-7), bottom surface cladding boards (3-1-8), postposition add beam slab connection reinforcement
Plate (3-1-9), frame beam (3-1-10), joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-12), end stull
Stull (3-1-14), lower part connection top Shi Ding areas (3-1-15), arc ventilating opening (3-1-16), end-blocking in (3-1-13), plate
Connection Shi Ding areas (3-1-19) between Shi Ding areas (3-1-18), beam upper plate is connected between plate (3-1-17), lateral plate, outside upper wall connection wall
Shi Ding areas (3-1-20), upper wall connection wall Nei Shiding areas (3-1-21) connect bottom Shi Ding areas (3-1-22) with lower part；The bottom
Layer modularization building cover board A classes plate (3-1) is rectangular slab, and longitudinal direction is long side, is laterally short side；It is to be indulged with top at the top of longitudinally outboard
Wall connecting plate (3-1-1) is indulged on the top of wall connection, and bottom is the lower part longeron connecting plate (3-1-6) being connected with lower part longeron, and two
Person is parallel and corresponding up and down, along the two length direction, is connected the two with the two perpendicular frame beam (3-1-10), even
Connect preferential using nail connection；The width of the plate of a quarter to 1/6th is exposed at outside plate, and the part being exposed at outside plate is respectively opened
If several equally distributed arc ventilating openings (3-1-16)；Indulge the part shape being exposed at outside plate of wall connecting plate (3-1-1) in top
Into upper wall connection wall Wai Shiding areas (3-1-20), in inner side, the region of same width is upper wall connection wall Nei Shiding area (3-1-
21)；The part being exposed at outside plate of lower part longeron connecting plate (3-1-6) forms lower part connection top Shi Ding areas (3-1-15)；Inside
The region of the same width in side connects bottom Shi Ding areas (3-1-22) for lower part, lower part connection top Shi Ding areas (3-1-15), upper wall
Connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding areas (3-1-21) connect bottom Shi Ding areas (3-1-22) with lower part
Width be equal, preferentially be equal to plate thickness；Longitudinal medial connecting plate (3-1-3) between lateral plate, in lateral plate
Between joist (3-1-11) in equally distributed plate between connecting plate (3-1-3) and frame beam (3-1-10), connecting plate between lateral plate
(3-1-3), frame beam (3-1-10) and joist in plate (3-1-11) are respectively parallel；The joist in frame beam (3-1-10) and plate
Set between (3-1-11) some with the two mutually vertical and equally distributed end stull (3-1-13)；The joist in plate
Between (3-1-11), and between lateral plate in connecting plate (3-1-3) and plate between joist (3-1-11) respectively setting and the two
Stull (3-1-14) in perpendicular plate；The joist in connecting plate (3-1-3), frame beam (3-1-10) and plate between the lateral plate
The end of the lateral ends of (3-1-11) is respectively connected with end-blocking plate (3-1-17) using nail；At the top of end-blocking plate (3-1-17)
For the top cross wall connecting plate (3-1-2) being connected with top cross wall, bottom is the lower beam connecting plate being connected with lower beam
(3-1-7), the two is parallel and corresponding up and down, and along the two length direction, the width of the plate of a quarter to 1/6th reveals
Outside plate, the part being exposed at outside plate respectively opens up several equally distributed arc ventilating openings (3-1-16)；Top cross wall connects
The part being exposed at outside plate of fishplate bar (3-1-2) forms wall connection wall Wai Shiding areas (3-1-20), in the area of the same width in inner side
Domain is upper wall connection wall Nei Shiding areas (3-1-21)；The part being exposed at outside plate of lower beam connecting plate (3-1-7) forms lower part
Connection top Shi Ding areas (3-1-15)；In inner side, the region of same width connects bottom Shi Ding areas (3-1-22) for lower part, lower part
Connection top Shi Ding areas (3-1-15), upper wall connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding areas (3-1-21)
The width that bottom Shi Ding areas (3-1-22) are connected with lower part is equal, and is preferentially equal to the thickness of plate；Connect between the lateral plate
The end of the inner opposite end of joist (3-1-11) is respectively between beam upper plate in fishplate bar (3-1-3), frame beam (3-1-10) and plate
Connecting plate (3-1-5) is connected using nail；Between beam upper plate the connecting plate between lateral plate (3-1-3) of connecting plate (3-1-5),
In frame beam (3-1-10) and plate between joist (3-1-11), be respectively provided with the connecting plate (3-1-5) between beam upper plate it is parallel up and down
Connection reinforcement stull (3-1-12), is vertically connected with and strengthens stull (3-1-12) in line；Top indulge wall connecting plate (3-1-1),
Connecting plate (3-1-3) between top cross wall connecting plate (3-1-2), lateral plate, joist (3-1-11) in plate, be vertically connected with reinforcement stull
The top surface of stull (3-1-14) flushes in (3-1-12), end stull (3-1-13), plate, and with top surface cladding boards (3-1-4)
Connection；Joist (3-1-11), end-blocking plate (3-1-17) in frame beam (3-1-10), plate, be vertically connected with strengthen stull (3-1-12),
The bottom surface of stull (3-1-14) flushes in end stull (3-1-13), plate, and is connected with bottom surface cladding boards (3-1-8)；Laterally
Connecting plate (3-1-5), lower part longeron connecting plate (3-1-6), lower beam connecting plate between connecting plate (3-1-3), beam upper plate between plate
The bottom surface of (3-1-7) flushes, and it is equal to expose the height of bottom surface cladding boards (3-1-8), and is connecting plate (3-1-5) between beam upper plate
Thickness of slab；The part that connecting plate (3-1-3) exposes 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) exposes connects Shi Ding areas (3-1-19) between forming beam upper plate；The width in all Shi Ding areas is preferential
It is equal with thickness of slab；Between lateral plate connecting plate (3-1-5) between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate,
Heat insulating and sound insulating material is filled in the space that bottom surface cladding boards (3-1-8), frame beam (3-2-10), end-blocking plate (3-2-17) surround.
Further, the top is indulged connects between wall connecting plate (3-1-1) and top cross wall connecting plate (3-1-2), lateral plate
Connecting plate (3-1-5), lower part longeron connecting plate (3-1-6), lower beam connecting plate (3-1- between fishplate bar (3-1-3), beam upper plate
7), postposition adds beam slab connection reinforcement plate (3-1-9), frame beam (3-1-10), joist (3-1-11) in plate, is vertically connected with reinforcement
Stull (3-1-12), end stull (3-1-13), the thickness all same of stull (3-1-14) and end-blocking plate (3-1-17) in plate, and
Width is the integral multiple of thickness.
Further, wall connecting plate (3-1-1) and lower part longeron connecting plate (3-1-6) are indulged in the top, in the side of plate
It is semicircle to hold the arc ventilating opening (3-1-16) opened up, and uses opposite arc rounding off in edge of opening, and radius of the radian is
8mm-12mm；The spacing of arc ventilating opening (3-1-16) is 400mm-600mm.
Further, the installation method of bottom modularization building cover board A class plates, comprises the following steps：
A. beam slab (2) is connected by ground crab-bolt (4) with basic (1), ground beam slab (2) and the outer surface of basic (1) in surrounding
Flush, inner surface stretches out basic (1), and the part of stretching is ground beam slab Shi Ding areas；Internal ground beam slab (2) stretches out basic (1),
For ground beam slab Shi Ding areas, the width that ground beam slab Shi Ding areas are stretched out respectively is applied with bottom modularization building cover board A class plates for the part of stretching
The width in nail area is equal；
B. bottom modularization building cover board A classes plate (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C plates
(3-3), bottom modularization building cover board D plates (3-4) are respectively installed on ground beam slab (2), bottom modularization building cover board A class plates
(3-1) is installed on corner；Shi Ding areas (3-1-15) apply nail at the top of the connection of the lower part of outer side corner sections, using scene top injection
Nail (5-1) is connected with ground beam slab (2), and ground beam slab (2) bottom that lower part connection bottom Shi Ding areas (3-1-22) is corresponded in corner is applied
Nail, (5-2) is followed closely by ground beam slab (2) and the lower part longeron of bottom modularization building cover board A classes plate (3-1) using scene bottom injection
Connecting plate (3-1-6), lower beam connecting plate (3-1-7) connection；
C. connecting plate (3-1-5) between beam upper plate is placed on the ground beam slab (2) of inside, Shi Ding area (3-1- is connected between beam upper plate
19) nail is applied, is docked with longitudinally adjacent plate on ground beam slab (2)；Beam slab (2) and bottom modularization building cover board B plates (3-2) on ground
Between set postposition add beam slab connection reinforcement plate (3-1-9), apply nail in ground beam slab Shi Ding areas, using scene with bottom injection nail
(5-2) will add beam slab connection reinforcement plate (3-1-9), bottom modularization building cover board A classes plate (3-1) with ground beam slab (2), postposition
Lower beam connecting plate (3-1-7) connects；
D. Shi Ding areas (3-1-19) is connected between lateral plate between the beam upper plate of connecting plate (3-1-3) and applies nail, is connected with laterally adjacent plate
Connect.
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, is constructed by series, makes it have good stress
Performance.
Brief description of the drawings
Based on Fig. 1 with ground beam slab connection diagram.
Fig. 2 is bottom modularization superstructure and ground beam slab connection diagram.
Fig. 3 is bottom modularization building cover board A class plate schematic top plan views.
Fig. 4 is bottom modularization building cover board A class plate elevational schematic views.
Fig. 5 is bottom modularization building cover board A class plate schematic side views.
Fig. 6 does not cover top surface cladding boards for bottom modularization building cover board A class plates（It is not added with heat insulating and sound insulating material）Structure
Schematic diagram.
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 ground crab-bolt；5 follow closely for scene；
3-1 is bottom modularization building cover board A class plates；3-2 is bottom modularization building cover board B plates；3-3 is bottom modularization building cover board
C plates；3-4 is bottom modularization building cover board D plates；3-1-1 indulges wall connecting plate for top；3-1-2 is top cross wall connecting plate；3-1-
3 between lateral plate connecting plate；3-1-4 is top surface cladding boards；3-1-5 connecting plates between beam upper plate；3-1-6 connects for lower part longeron
Plate；3-1-7 is lower beam connecting plate；3-1-8 is bottom surface cladding boards；3-1-9 adds beam slab connection reinforcement plate for postposition；3-
1-10 is frame beam；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 be stull in plate；3-1-15 connects top Shi Ding areas for lower part；3-1-16 is arc ventilating opening;3-1-17 is end-blocking plate；3-
1-18 connects Shi Ding areas between lateral plate；3-1-19 connects Shi Ding areas between beam upper plate；3-1-20 applies nail outside for upper wall connection wall
Area；3-1-21 is upper wall connection wall Nei Shiding areas；3-1-22 connects bottom Shi Ding areas for lower part；5-1 is injection at the top of scene
Nail, 5-2 follow closely for the injection of scene bottom.
Embodiment
With reference to the accompanying drawings and embodiments to bottom modularization building cover board A classes plate provided by the invention and its installation method into
Row describes in detail.
Embodiment
As shown in Fig. 1 ~ Fig. 7, a kind of bottom modularization building cover board A classes plate indulges wall connecting plate (3-1-1), top including top
Connecting plate (3-1- between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between cross wall connecting plate (3-1-2), lateral plate
5), lower part longeron connecting plate (3-1-6), lower beam connecting plate (3-1-7), bottom surface cladding boards (3-1-8), postposition add beam slab
Connection reinforcement plate (3-1-9), frame beam (3-1-10), joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-12), end
Stull (3-1-14), lower part connection top Shi Ding areas (3-1-15), arc ventilating opening (3-1- in portion's stull (3-1-13), plate
16), connected between end-blocking plate (3-1-17), lateral plate and Shi Ding areas (3-1-19), upper wall are connected between Shi Ding areas (3-1-18), beam upper plate
Connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding areas (3-1-21) connect bottom Shi Ding areas (3-1- with lower part
22)；The bottom modularization building cover board A classes plate (3-1) is rectangular slab, and longitudinal direction is long side, is laterally short side；At the top of longitudinally outboard
Wall connecting plate (3-1-1) is indulged to indulge the top that wall is connected with top, bottom is the lower part longeron connecting plate being connected with lower part longeron
(3-1-6), the two is parallel and corresponding up and down, and along the two length direction, the frame beam (3-1-10) perpendicular with the two will
The two connection, connects preferentially using nail connection；The width of the plate of a quarter to 1/6th is exposed at outside plate, the portion being exposed at outside plate
Divide and respectively open up several equally distributed arc ventilating openings (3-1-16)；What wall connecting plate (3-1-1) was indulged on top is exposed at plate
Outer part forms wall connection wall Wai Shiding areas (3-1-20), is to apply nail in upper wall connection wall in the region of the same width in inner side
Area (3-1-21)；The part being exposed at outside plate of lower part longeron connecting plate (3-1-6) forms lower part connection top Shi Ding area (3-1-
15)；In inner side, the region of same width connects bottom Shi Ding areas (3-1-22) for lower part, lower part connection top Shi Ding area (3-1-
15), upper wall connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding areas (3-1-21) connect bottom Shi Ding areas with lower part
The width of (3-1-22) is equal, and is preferentially equal to the thickness of plate；Longitudinal medial connecting plate (3-1-3) between lateral plate,
Joist (3-1-11), lateral plate in equally distributed plate between connecting plate (3-1-3) and frame beam (3-1-10) between lateral plate
Between connecting plate (3-1-3), frame beam (3-1-10) and joist in plate (3-1-11) it is respectively parallel；In frame beam (3-1-10) and
Set in plate between joist (3-1-11) some with the two mutually vertical and equally distributed end stull (3-1-13)；
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
Put stull (3-1-14) in the plate perpendicular with the two；Between the lateral plate connecting plate (3-1-3), frame beam (3-1-10) and
The end of the lateral ends of joist (3-1-11) is respectively connected with end-blocking plate (3-1-17) using nail in plate；In end-blocking plate (3-
1-17) top is the top cross wall connecting plate (3-1-2) being connected with top cross wall, and bottom is the lower lateral being connected with lower beam
Beam connecting plate (3-1-7), the two is parallel and corresponding up and down, along the two length direction, the plate of a quarter to 1/6th
Width be exposed at outside plate, the part being exposed at outside plate respectively opens up several equally distributed arc ventilating openings (3-1-16)；On
The part being exposed at outside plate of portion's cross wall connecting plate (3-1-2) forms wall connection wall Wai Shiding areas (3-1-20), same in inner side
The region of width is upper wall connection wall Nei Shiding areas (3-1-21)；The part being exposed at outside plate of lower beam connecting plate (3-1-7)
Form lower part connection top Shi Ding areas (3-1-15)；In inner side, the region of same width connects bottom Shi Ding areas (3-1- for lower part
22), lower part connection top Shi Ding areas (3-1-15), upper wall connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding areas
The width that (3-1-21) connects bottom Shi Ding areas (3-1-22) with lower part is equal, and is preferentially equal to the thickness of plate；In the side
Into connecting plate between plate (3-1-3), frame beam (3-1-10) and plate the end of the inner opposite end of joist (3-1-11) respectively with
Connecting plate (3-1-5) is connected using nail between beam upper plate；In the connecting plate between lateral plate of the connecting plate (3-1-5) between beam upper plate
In (3-1-3), frame beam (3-1-10) and plate between joist (3-1-11), it is flat to be respectively provided with the connecting plate (3-1-5) between beam upper plate
Stull (3-1-12) is strengthened in capable being vertically connected with, and is vertically connected with and strengthens stull (3-1-12) in line；Indulge wall connecting plate in top
Connecting plate (3-1-3) between (3-1-1), top cross wall connecting plate (3-1-2), lateral plate, joist (3-1-11) in plate, be vertically connected with
Strengthen stull (3-1-12), end stull (3-1-13), the top surface of stull (3-1-14) flushes in plate, and with top surface cladding boards
(3-1-4) is connected；Joist (3-1-11), end-blocking plate (3-1-17) in frame beam (3-1-10), plate, be vertically connected with reinforcement stull
The bottom surface of stull (3-1-14) flushes in (3-1-12), end stull (3-1-13), plate, and with bottom surface cladding boards (3-1-8)
Connection；Connecting plate (3-1-5), lower part longeron connecting plate (3-1-6), lower lateral between connecting plate (3-1-3), beam upper plate between lateral plate
The bottom surface of beam connecting plate (3-1-7) flushes, and it is equal to expose the height of bottom surface cladding boards (3-1-8), and is to connect between beam upper plate
The thickness of slab of plate (3-1-5)；The part that connecting plate (3-1-3) exposes between lateral plate connects Shi Ding area (3-1- between forming lateral plate
18) part that, connecting plate (3-1-5) exposes between beam upper plate connects Shi Ding areas (3-1-19) between forming beam upper plate；All Shi Ding areas
Width it is preferentially equal with thickness of slab；Connected between lateral plate between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate
Fill and protect in the space that plate (3-1-5), bottom surface cladding boards (3-1-8), frame beam (3-2-10), end-blocking plate (3-2-17) surround
Warm sound insulating material.
Indulge connecting plate (3-1- between wall connecting plate (3-1-1) and top cross wall connecting plate (3-1-2), lateral plate in the top
3), connecting plate (3-1-5), lower part longeron connecting plate (3-1-6), lower beam connecting plate (3-1-7), postposition are added between beam upper plate
Beam slab connection reinforcement plate (3-1-9), frame beam (3-1-10), joist (3-1-11) in plate, be vertically connected with and strengthen stull (3-1-
12), end stull (3-1-13), the thickness all same of stull (3-1-14) and end-blocking plate (3-1-17) in plate, and width are thickness
The integral multiple of degree.
Wall connecting plate (3-1-1) and lower part longeron connecting plate (3-1-6) are indulged in the top, in the arc that the side of plate opens up
Shape ventilating opening (3-1-16) is semicircle, and uses opposite arc rounding off, radius of the radian 8mm-12mm in edge of opening；Arc
The spacing of shape ventilating opening (3-1-16) is 400mm-600mm.
The installation method of bottom modularization building cover board A class plates, comprises the following steps：
A. beam slab (2) is connected by ground crab-bolt (4) with basic (1), ground beam slab (2) and the outer surface of basic (1) in surrounding
Flush, inner surface stretches out basic (1), and the part of stretching is ground beam slab Shi Ding areas；Internal ground beam slab (2) stretches out basic (1),
For ground beam slab Shi Ding areas, the width that ground beam slab Shi Ding areas are stretched out respectively is applied with bottom modularization building cover board A class plates for the part of stretching
The width in nail area is equal；
B. bottom modularization building cover board A classes plate (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C plates
(3-3), bottom modularization building cover board D plates (3-4) are respectively installed on ground beam slab (2), bottom modularization building cover board A class plates
(3-1) is installed on corner；Shi Ding areas (3-1-15) apply nail at the top of the connection of the lower part of outer side corner sections, using scene top injection
Nail (5-1) is connected with ground beam slab (2), and ground beam slab (2) bottom that lower part connection bottom Shi Ding areas (3-1-22) is corresponded in corner is applied
Nail, (5-2) is followed closely by ground beam slab (2) and the lower part longeron of bottom modularization building cover board A classes plate (3-1) using scene bottom injection
Connecting plate (3-1-6), lower beam connecting plate (3-1-7) connection；
C. connecting plate (3-1-5) between beam upper plate is placed on the ground beam slab (2) of inside, Shi Ding area (3-1- is connected between beam upper plate
19) nail is applied, is docked with longitudinally adjacent plate on ground beam slab (2)；Beam slab (2) and bottom modularization building cover board B plates (3-2) on ground
Between set postposition add beam slab connection reinforcement plate (3-1-9), apply nail in ground beam slab Shi Ding areas, using scene with bottom injection nail
(5-2) will add beam slab connection reinforcement plate (3-1-9), bottom modularization building cover board A classes plate (3-1) with ground beam slab (2), postposition
Lower beam connecting plate (3-1-7) connects；
D. Shi Ding areas (3-1-19) is connected between lateral plate between the beam upper plate of connecting plate (3-1-3) and applies nail, is connected with laterally adjacent plate
Connect.
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 (4)
1. wall connecting plate (3-1-1), top cross wall connecting plate (3-1- are indulged in a kind of bottom modularization building cover board A class plates, including top
2), connecting plate (3-1-5), the connection of lower part longeron between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between lateral plate
Plate (3-1-6), lower beam connecting plate (3-1-7), bottom surface cladding boards (3-1-8), postposition add beam slab connection reinforcement plate (3-1-
9), frame beam (3-1-10), joist (3-1-11) in plate, be vertically connected with strengthen stull (3-1-12), end stull (3-1-13),
Stull (3-1-14), lower part connection top Shi Ding areas (3-1-15), arc ventilating opening (3-1-16), end-blocking plate (3-1- in plate
17), connected between lateral plate and Shi Ding areas (3-1-19), upper wall connection wall Wai Shiding areas are connected between Shi Ding areas (3-1-18), beam upper plate
(3-1-20), upper wall connection wall Nei Shiding areas (3-1-21) connect bottom Shi Ding areas (3-1-22) with lower part；It is characterized in that：Institute
It is rectangular slab to state bottom modularization building cover board A classes plate (3-1), and longitudinal direction is long side, is laterally short side；Be at the top of longitudinally outboard with it is upper
Wall connecting plate (3-1-1) is indulged on the top that portion indulges wall connection, and bottom is the lower part longeron connecting plate (3-1- being connected with lower part longeron
6), the two is parallel and corresponding up and down, and along the two length direction, the frame beam (3-1-10) perpendicular with the two connects the two
Connect, connect preferentially using nail connection；The width of the plate of a quarter to 1/6th is exposed at outside plate, and the part being exposed at outside plate is divided equally
Several equally distributed arc ventilating openings (3-1-16) are not opened up；Indulge the portion being exposed at outside plate of wall connecting plate (3-1-1) in top
Divide and form upper wall connection wall Wai Shiding areas (3-1-20), the region of same width is upper wall connection wall Nei Shiding area (3- in inner side
1-21)；The part being exposed at outside plate of lower part longeron connecting plate (3-1-6) forms lower part connection top Shi Ding areas (3-1-15)；
The region of the same width in inner side for lower part connect bottom Shi Ding areas (3-1-22), lower part connection top Shi Ding areas (3-1-15), on
Wall connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding areas (3-1-21) connect bottom Shi Ding areas (3-1- with lower part
22) width is equal, and is preferentially equal to the thickness of plate；Longitudinal medial connecting plate (3-1-3) between lateral plate, lateral
Joist (3-1-11) in equally distributed plate between connecting plate (3-1-3) and frame beam (3-1-10) between plate, connects between lateral plate
Plate (3-1-3), frame beam (3-1-10) and joist in plate (3-1-11) are respectively parallel；Put in frame beam (3-1-10) and plate
Set between grid (3-1-11) some with the two mutually vertical and equally distributed end stull (3-1-13)；Put in plate
Respectively set between joist (3-1-11) between grid (3-1-11), and between lateral plate in connecting plate (3-1-3) and plate and two
Stull (3-1-14) in the perpendicular plate of person；Put between the lateral plate in connecting plate (3-1-3), frame beam (3-1-10) and plate
The end of the lateral ends of grid (3-1-11) is respectively connected with end-blocking plate (3-1-17) using nail；Pushed up in end-blocking plate (3-1-17)
Portion is the top cross wall connecting plate (3-1-2) being connected with top cross wall, and bottom is the lower beam connection being connected with lower beam
Plate (3-1-7), the two is parallel and corresponding up and down, along the two length direction, the width of the plate of a quarter to 1/6th
It is exposed at outside plate, the part being exposed at outside plate respectively opens up several equally distributed arc ventilating openings (3-1-16)；Top cross wall
The part being exposed at outside plate of connecting plate (3-1-2) forms wall connection wall Wai Shiding areas (3-1-20), the same width in inner side
Region is upper wall connection wall Nei Shiding areas (3-1-21)；Under the part being exposed at outside plate of lower beam connecting plate (3-1-7) is formed
Connection top Shi Ding areas of portion (3-1-15)；In inner side, the region of same width connects bottom Shi Ding areas (3-1-22) for lower part, under
Connection top Shi Ding areas of portion (3-1-15), upper wall connection wall Wai Shiding areas (3-1-20), upper wall connection wall Nei Shiding area (3-1-
21) width that bottom Shi Ding areas (3-1-22) are connected with lower part is equal, and is preferentially equal to the thickness of plate；Between the lateral plate
In connecting plate (3-1-3), frame beam (3-1-10) and plate the end of the inner opposite end of joist (3-1-11) respectively with beam upper plate
Between connecting plate (3-1-5) using nail connect；In the connecting plate (3-1- between lateral plate of the connecting plate (3-1-5) between beam upper plate
3), in frame beam (3-1-10) and plate between joist (3-1-11), it is respectively provided with parallel upper of the connecting plate (3-1-5) between beam upper plate
Lower connection reinforcement stull (3-1-12), is vertically connected with and strengthens stull (3-1-12) in line；Indulge wall connecting plate (3-1- in top
1), connecting plate (3-1-3) between top cross wall connecting plate (3-1-2), 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 stull (3-1-14) flushes in plate, and with top surface cladding boards (3-
1-4) connect；Joist (3-1-11), end-blocking plate (3-1-17) in frame beam (3-1-10), plate, be vertically connected with and strengthen stull (3-1-
12), end stull (3-1-13), the bottom surface of stull (3-1-14) flushes in plate, and be connected with bottom surface cladding boards (3-1-8)；
Connecting plate (3-1-5), lower part longeron connecting plate (3-1-6), lower beam connect between connecting plate (3-1-3), beam upper plate between lateral plate
The bottom surface of fishplate bar (3-1-7) flushes, and it is equal to expose the height of bottom surface cladding boards (3-1-8), and is connecting plate (3- between beam upper plate
Thickness of slab 1-5)；The part that connecting plate (3-1-3) exposes between lateral plate connects Shi Ding areas (3-1-18) between forming lateral plate, Liang Shang
The part that connecting plate (3-1-5) exposes between plate connects Shi Ding areas (3-1-19) between forming beam upper plate；The width in all Shi Ding areas is equal
It is preferentially equal with thickness of slab；Connecting plate (the 3-1- between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between lateral plate
5) heat insulating and sound insulating material, is filled in the space that bottom surface cladding boards (3-1-8), frame beam (3-2-10), end-blocking plate (3-2-17) surround
Material.
2. bottom modularization building cover board A class plates as claimed in claim 1, it is characterised in that：Indulge wall connecting plate (3- in the top
1-1) connecting plate (3-1-5), lower part between connecting plate (3-1-3), beam upper plate between top cross wall connecting plate (3-1-2), lateral plate
Longeron connecting plate (3-1-6), lower beam connecting plate (3-1-7), postposition add beam slab connection reinforcement plate (3-1-9), frame beam
Joist (3-1-11) in (3-1-10), plate, be vertically connected with and strengthen stull (3-1-12), end stull (3-1-13), stull in plate
The thickness all same of (3-1-14) and end-blocking plate (3-1-17), and the integral multiple that width is thickness.
3. bottom modularization building cover board A class plates as claimed in claim 1, it is characterised in that：Indulge wall connecting plate in the top
(3-1-1) and lower part longeron connecting plate (3-1-6), the arc ventilating opening (3-1-16) opened up in the side of plate are semicircle, and
Opposite arc rounding off, radius of the radian 8mm-12mm are used in edge of opening；The spacing of arc ventilating opening (3-1-16) is
400mm-600mm。
A kind of 4. installation method of bottom modularization building cover board A class plates, it is characterised in that：Comprise the following steps：
A. describedly beam slab (2) be connected by ground crab-bolt (4) with basic (1), ground beam slab (2) and basic (1) of surrounding outside
Surface flushes, and inner surface stretches out basic (1), and the part of stretching is ground beam slab Shi Ding areas；Internal ground beam slab (2) stretches out basis
(1), ground beam slab Shi Ding areas is in the part of stretching, the width that ground beam slab Shi Ding areas are stretched out and bottom modularization building cover board A class plates
The width in each Shi Ding areas is equal；
B. bottom modularization building cover board A classes plate (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C plates
(3-3), bottom modularization building cover board D plates (3-4) are respectively installed on ground beam slab (2), bottom modularization building cover board A class plates
(3-1) is installed on corner；Shi Ding areas (3-1-15) apply nail at the top of the connection of the lower part of outer side corner sections, using scene top injection
Nail (5-1) is connected with ground beam slab (2), and ground beam slab (2) bottom that lower part connection bottom Shi Ding areas (3-1-22) is corresponded in corner is applied
Nail, (5-2) is followed closely by ground beam slab (2) and the lower part longeron of bottom modularization building cover board A classes plate (3-1) using scene bottom injection
Connecting plate (3-1-6), lower beam connecting plate (3-1-7) connection；
C. connecting plate (3-1-5) between beam upper plate is placed on the ground beam slab (2) of inside, Shi Ding area (3-1- is connected between beam upper plate
19) nail is applied, is docked with longitudinally adjacent plate on ground beam slab (2)；Beam slab (2) and bottom modularization building cover board B plates (3-2) on ground
Between set postposition add beam slab connection reinforcement plate (3-1-9), apply nail in ground beam slab Shi Ding areas, using scene with bottom injection nail
(5-2) will add beam slab connection reinforcement plate (3-1-9), bottom modularization building cover board A classes plate (3-1) with ground beam slab (2), postposition
Lower beam connecting plate (3-1-7) connects；
D. Shi Ding areas (3-1-19) is connected between lateral plate between the beam upper plate of connecting plate (3-1-3) and applies nail, is connected with laterally adjacent plate
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810000355.9A CN107938903A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board A classes plate and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810000355.9A CN107938903A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board A classes plate and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107938903A true CN107938903A (en) | 2018-04-20 |
Family
ID=61937217
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810000355.9A Withdrawn CN107938903A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board A classes plate and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107938903A (en) |
-
2018
- 2018-01-02 CN CN201810000355.9A patent/CN107938903A/en not_active Withdrawn
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Application publication date: 20180420 |