CN107965079A - Bottom modularization building cover board C classes plate and its installation method - Google Patents
Bottom modularization building cover board C classes plate and its installation method Download PDFInfo
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- CN107965079A CN107965079A CN201810000397.2A CN201810000397A CN107965079A CN 107965079 A CN107965079 A CN 107965079A CN 201810000397 A CN201810000397 A CN 201810000397A CN 107965079 A CN107965079 A CN 107965079A
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- stull
- building cover
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- 238000009434 installation Methods 0.000 title claims abstract description 9
- 238000000034 method Methods 0.000 title claims abstract description 8
- 238000005253 cladding Methods 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 19
- 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
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 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
- 230000008901 benefit Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000011161 development 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
- 239000002023 wood 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
- 230000008859 change Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 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
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
-
- 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
- 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)
- Mechanical Engineering (AREA)
- Acoustics & Sound (AREA)
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Abstract
The present invention provides a kind of bottom modularization building cover board C classes plate and its installation method, belong to technical field of buildings, bottom modularization building cover board C classes plate is rectangular slab, it is to indulge the top that wall is connected with top to indulge wall connecting plate at the top of longitudinally outboard, bottom is the lower part longeron connecting plate being connected with lower part longeron, the two is parallel and corresponding up and down；The plate of a quarter to 1/6th width is exposed at outside plate, and the part being exposed at outside plate respectively opens up some equally distributed arc ventilating openings；The part being exposed at outside plate that wall connecting plate is indulged on top forms wall connection wall Wai Shiding areas；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 avoid environmental pollution.Sound insulation, insulating layer are especially embedded into the inside of plate, reduce a large amount of field operations, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.Constructed by series, make it have good stress performance.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of bottom modularization building cover board C classes plate 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.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 with
And using agricultural wastes processing building materials, be building industry sustainable development correct direction, but department of the Chinese government and
Also there is many mistaken ideas for extensive use of the various circles of society 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
In order to solve the above problem of steel construction wallboard, the present invention provides a kind of long usage time, environmental protection, can be recycled
Bottom modularization building cover board, without in addition set sound insulation, insulating layer, reduce a large amount of field operations, while ensure manufacturing procedure
Simply, more ensure it with good stress performance.
To achieve these goals, the technical solution adopted by the present invention is：
Bottom modularization building cover board C class plates, bottom modularization building cover board C classes plate (3-3) by top indulge wall connecting plate (3-1-1),
Connecting plate (3-1-4), lower part longeron connecting plate between connecting plate (3-1-2), top surface cladding boards (3-1-3), beam upper plate between lateral plate
(3-1-5), bottom surface cladding boards (3-1-6), postposition are added beam slab connection reinforcement plate (3-1-7), frame beam (3-1-8), are put in plate
Grid (3-1-9), be vertically connected with and strengthen stull (3-1-10), end stull (3-1-11), stull (3-1-12), lower part connection in plate
Shi Ding area (3-1- are connected between top Shi Ding areas (3-1-13), arc ventilating opening (3-1-14), end-blocking plate (3-1-15), lateral plate
16) Shi Ding areas (3-1-17), upper wall connection wall Wai Shiding areas (3-1-18), upper wall connection wall Nei Shiding areas, are connected between beam upper plate
(3-1-19) connects bottom Shi Ding areas (3-1-20) composition with lower part；
Bottom modularization building cover board C classes plate (3-3) is rectangular slab, and longitudinal direction is long side, is laterally short side；Be at the top of longitudinally outboard with
Wall connecting plate (3-1-1) is indulged on the top that wall connection is indulged on top, and bottom is the lower part longeron connecting plate (3-1- being connected with lower part longeron
5), the two is parallel and corresponding up and down, and along the two length direction, the frame beam (3-1-8) 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 (3-1-14) 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 (3-1-18), the region of same width is upper wall connection wall Nei Shiding area (3- in inner side
1-19)；The part being exposed at outside plate of lower part longeron connecting plate (3-1-5) forms lower part connection top Shi Ding areas (3-1-13)；
The region of the same width in inner side for lower part connect bottom Shi Ding areas (3-1-20), lower part connection top Shi Ding areas (3-1-13), on
Wall connection wall Wai Shiding areas (3-1-18), upper wall connection wall Nei Shiding areas (3-1-19) connect bottom Shi Ding areas (3-1- with lower part
20) width is equal, and is preferentially equal to the thickness of plate；
Longitudinal medial connecting plate (3-1-2) between lateral plate, between lateral plate connecting plate (3-1-2) and frame beam (3-1-8) it
Between joist (3-1-9) in equally distributed plate, joist (3- in connecting plate (3-1-2), frame beam (3-1-8) and plate between lateral plate
It is 1-9) respectively parallel；Set in frame beam (3-1-8) and plate between joist (3-1-9) some mutually vertical with the two
And equally distributed end stull (3-1-11)；In plate between joist (3-1-9), and connecting plate (3-1-2) between lateral plate
And respectively set and stull (3-1-12) in the two perpendicular plate between joist (3-1-9) in plate；
Between lateral plate in connecting plate (3-1-2), frame beam (3-1-8) and plate the both ends of joist (3-1-9) respectively with beam
Connecting plate (3-1-4) is connected using nail between plate；Connecting plate (the 3-1- between the lateral plate of connecting plate (3-1-4) between beam upper plate
2), in frame beam (3-1-8) and plate between joist (3-1-9), be respectively provided with the connecting plate (3-1-4) between beam upper plate it is parallel up and down
Connection reinforcement stull (3-1-10), is vertically connected with and strengthens stull (3-1-10) in line；
Indulge connecting plate (3-1-2) between wall connecting plate (3-1-1), lateral plate, joist (3-1-9) in plate, be vertically connected with reinforcement in top
Stull (3-1-10), end stull (3-1-11), the top surface of stull (3-1-12) flushes in plate, and with top surface cladding boards (3-
1-3) connect；Joist (3-1-9), end-blocking plate (3-1-15) in frame beam (3-1-8), plate, be vertically connected with and strengthen stull (3-1-
10), end stull (3-1-11), the bottom surface of stull (3-1-12) flushes in plate, and be connected with bottom surface cladding boards (3-1-6)；
Connecting plate (3-1-4), the bottom surface of lower part longeron connecting plate (3-1-5) are neat between connecting plate (3-1-2), beam upper plate between lateral plate
It is flat, expose that the height of bottom surface cladding boards (3-1-6) is equal, and be the thickness of slab of connecting plate (3-1-4) between beam upper plate；Between lateral plate
The part that connecting plate (3-1-2) exposes connects Shi Ding areas (3-1-16) between forming lateral plate, and connecting plate (3-1-4) reveals between beam upper plate
The part gone out connects Shi Ding areas (3-1-17) between forming beam upper plate；The width in all Shi Ding areas is preferentially equal with thickness of slab；
Connecting plate (3-1-4), bottom surface clad can between connecting plate (3-1-2), top surface cladding boards (3-1-3), beam upper plate between lateral plate
Heat insulating and sound insulating material is filled in the space that plate (3-1-6) surrounds.
Further, the top is indulged and is connected between wall connecting plate (3-1-1) and lateral plate between connecting plate (3-1-2), beam upper plate
Fishplate bar (3-1-4), lower part longeron connecting plate (3-1-5), postposition add beam slab connection reinforcement plate (3-1-7), joist (3-1- in plate
9), it is vertically connected with and strengthens stull (3-1-10), end stull (3-1-11), stull (3-1-12) and end-blocking plate (3-1-15) in plate
Thickness all same, and width be thickness integral multiple.
Further, wall connecting plate (3-1-1) and lower part longeron connecting plate (3-1-5) are indulged in the top, in the side of plate
It is semicircle to hold the arc ventilating opening (3-1-14) 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 (3-1-14) is 400mm-600mm.
The installation method of bottom modularization building cover board C class plates, ground beam slab (2) are connected by ground crab-bolt (4) with basic (1),
Flushed in the ground beam slab (2) of surrounding with the outer surface of basic (1), inner surface stretches out basic (1), and the part of stretching is applied for ground beam slab
Follow closely area；Internal ground beam slab (2) stretches out basic (1), and the part of stretching is ground beam slab Shi Ding areas, what ground beam slab Shi Ding areas were stretched out
Width and the width in each Shi Ding areas of bottom modularization building cover board C class plates are equal；
Bottom modularization building cover board A plates (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C class 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 C class plates
(3-3) is installed on middle span edge；Shi Ding areas (3-1-13) apply nail at the top of the connection of the lower part of outer side corner sections, are pushed up using scene
Portion's injection nail (5-1) is connected with ground beam slab (2), and the ground beam slab (2) of lower part connection bottom Shi Ding areas (3-1-20) is corresponded in corner
Nail is applied in bottom, using scene with bottom injection nail (5-2) by under ground beam slab (2) and bottom modularization building cover board C classes plate (3-3)
Portion's longeron connecting plate (3-1-5) connects；
Connecting plate (3-1-4) between beam upper plate is placed on the ground beam slab (2) of inside, Shi Ding areas (3-1-17) is connected between beam upper plate
Shi Ding, is docked with longitudinally adjacent plate on ground beam slab (2)；Beam slab (2) and bottom modularization building cover board C classes plate (3-3) on ground
Between set postposition add beam slab connection reinforcement plate (3-1-7), apply nail in ground beam slab Shi Ding areas, using scene with bottom injection nail
Ground beam slab (2), postposition are added the beam of beam slab connection reinforcement plate (3-1-7), bottom modularization building cover board C classes plate (3-3) by (5-2)
Connecting plate (3-1-4) connects between upper plate；
Nail is applied in connection Shi Ding areas (3-1-17) between the beam upper plate of connecting plate (3-1-2) between lateral plate, is connected with laterally adjacent plate.
The beneficial effects of the invention are as follows：Installation operation significantly simplifies, and assembling speed is fast, big component assembly can be used to fill
Match somebody with somebody, industrialization degree higher, good economical benefit, and avoid environmental pollution.Especially sound insulation, insulating layer are embedded into plate
Portion, reduces a large amount of field operations, it is only necessary to which whole plate modularization applies nail operation at the scene, shortens the construction period at double.Constructed by series,
Make it have good stress performance.
Brief description of the drawings
The bottom modularization building cover board C class plates in the present invention are described further below in conjunction with the accompanying 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 C class plate schematic top plan views.
Fig. 4 is bottom modularization building cover board C class plate elevational schematic views.
Fig. 5 is bottom modularization building cover board C class plate schematic side views.
Fig. 6 does not cover top surface cladding boards for bottom modularization building cover board C class plates（It is not added with heat insulating and sound insulating material）Structure
Schematic diagram.
Fig. 7 is the schematic diagram of Fig. 3.
In figure：Based on 1；2 be ground beam slab；4 be ground crab-bolt；
3-1 is bottom modularization building cover board A plates；3-2 is bottom modularization building cover board B plates；3-3 is bottom modularization building cover board C
Class plate；3-4 is bottom modularization building cover board D plates；
3-1-1 indulges wall connecting plate for top；3-1-2 connecting plates between lateral plate；3-1-3 is top surface cladding boards；3-1-4 is on beam
Connecting plate between plate；3-1-5 is lower part longeron connecting plate；3-1-6 is bottom surface cladding boards；3-1-7 adds beam slab connection for postposition and adds
Strong plate；3-1-8 is frame beam；3-1-9 is joist in plate；3-1-10 is to be vertically connected with reinforcement stull；3-1-11 is end stull；
3-1-12 is stull in plate；3-1-13 connects top Shi Ding areas for lower part；3-1-14 is arc ventilating opening；3-1-16 is lateral plate
Between connect Shi Ding areas；3-1-15 is end-blocking plate；3-1-17 connects Shi Ding areas between beam upper plate；3-1-18 is applied outside for upper wall connection wall
Follow closely area；3-1-19 is upper wall connection wall Nei Shiding areas；3-1-20 connects bottom Shi Ding areas for lower part；
5-1 is injection nail at the top of scene；5-2 follows closely for the injection of scene bottom.
Embodiment
In order to further illustrate the present invention, with reference to the accompanying drawings and embodiments to bottom modularization superstructure provided by the invention
Plate C class plates are described in detail, but they cannot be interpreted as limiting the scope of the present invention.
Embodiment 1：A kind of bottom modularization building cover board C class plates proposed by the present invention, as shown in Fig. 1 ~ Fig. 7, bottom module
Change building cover board C classes plate (3-3) and connecting plate (3-1-2) between wall connecting plate (3-1-1), lateral plate, top surface cladding boards (3- are indulged by top
1-3), connecting plate (3-1-4), lower part longeron connecting plate (3-1-5), bottom surface cladding boards (3-1-6), postposition add beam between beam upper plate
Plate connection reinforcement plate (3-1-7), frame beam (3-1-8), joist (3-1-9) in plate, be vertically connected with and strengthen stull (3-1-10), end
Stull (3-1-12), lower part connection top Shi Ding areas (3-1-13), arc ventilating opening (3-1- in portion's stull (3-1-11), plate
14), connected between end-blocking plate (3-1-15), lateral plate Shi Ding areas (3-1-16), connect between beam upper plate Shi Ding areas (3-1-17), on
Wall connection wall Wai Shiding areas (3-1-18), upper wall connection wall Nei Shiding areas (3-1-19) connect bottom Shi Ding areas (3-1- with lower part
20) form；
Bottom modularization building cover board C classes plate (3-3) is rectangular slab, and longitudinal direction is long side, is laterally short side；Be at the top of longitudinally outboard with
Wall connecting plate (3-1-1) is indulged on the top that wall connection is indulged on top, and bottom is the lower part longeron connecting plate (3-1- being connected with lower part longeron
5), the two is parallel and corresponding up and down, and along the two length direction, the frame beam (3-1-8) 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 (3-1-14) 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 (3-1-18), the region of same width is upper wall connection wall Nei Shiding area (3- in inner side
1-19)；The part being exposed at outside plate of lower part longeron connecting plate (3-1-5) forms lower part connection top Shi Ding areas (3-1-13)；
The region of the same width in inner side for lower part connect bottom Shi Ding areas (3-1-20), lower part connection top Shi Ding areas (3-1-13), on
Wall connection wall Wai Shiding areas (3-1-18), upper wall connection wall Nei Shiding areas (3-1-19) connect bottom Shi Ding areas (3-1- with lower part
20) width is equal, and is preferentially equal to the thickness of plate；
Longitudinal medial connecting plate (3-1-2) between lateral plate, between lateral plate connecting plate (3-1-2) and frame beam (3-1-8) it
Between joist (3-1-9) in equally distributed plate, joist (3- in connecting plate (3-1-2), frame beam (3-1-8) and plate between lateral plate
It is 1-9) respectively parallel；Set in frame beam (3-1-8) and plate between joist (3-1-9) some mutually vertical with the two
And equally distributed end stull (3-1-11)；In plate between joist (3-1-9), and connecting plate (3-1-2) between lateral plate
And respectively set and stull (3-1-12) in the two perpendicular plate between joist (3-1-9) in plate；
Between lateral plate in connecting plate (3-1-2), frame beam (3-1-8) and plate the both ends of joist (3-1-9) respectively with beam
Connecting plate (3-1-4) is connected using nail between plate；Connecting plate (the 3-1- between the lateral plate of connecting plate (3-1-4) between beam upper plate
2), in frame beam (3-1-8) and plate between joist (3-1-9), be respectively provided with the connecting plate (3-1-4) between beam upper plate it is parallel up and down
Connection reinforcement stull (3-1-10), is vertically connected with and strengthens stull (3-1-10) in line；
Indulge connecting plate (3-1-2) between wall connecting plate (3-1-1), lateral plate, joist (3-1-9) in plate, be vertically connected with reinforcement in top
Stull (3-1-10), end stull (3-1-11), the top surface of stull (3-1-12) flushes in plate, and with top surface cladding boards (3-
1-3) connect；Joist (3-1-9), end-blocking plate (3-1-15) in frame beam (3-1-8), plate, be vertically connected with and strengthen stull (3-1-
10), end stull (3-1-11), the bottom surface of stull (3-1-12) flushes in plate, and be connected with bottom surface cladding boards (3-1-6)；
Connecting plate (3-1-4), the bottom surface of lower part longeron connecting plate (3-1-5) are neat between connecting plate (3-1-2), beam upper plate between lateral plate
It is flat, expose that the height of bottom surface cladding boards (3-1-6) is equal, and be the thickness of slab of connecting plate (3-1-4) between beam upper plate；Between lateral plate
The part that connecting plate (3-1-2) exposes connects Shi Ding areas (3-1-16) between forming lateral plate, and connecting plate (3-1-4) reveals between beam upper plate
The part gone out connects Shi Ding areas (3-1-17) between forming beam upper plate；The width in all Shi Ding areas is preferentially equal with thickness of slab；
Connecting plate (3-1-4), bottom surface clad can between connecting plate (3-1-2), top surface cladding boards (3-1-3), beam upper plate between lateral plate
Heat insulating and sound insulating material is filled in the space that plate (3-1-6) surrounds.
The installation method of bottom modularization building cover board C class plates：
Ground beam slab (2) is connected by ground crab-bolt (4) with basic (1), neat in the ground beam slab (2) of surrounding and the outer surface of basic (1)
Flat, 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), stretches
For ground beam slab Shi Ding areas, the width that ground beam slab Shi Ding areas are stretched out respectively applies nail with bottom modularization building cover board C class plates for the part gone out
The width in area is equal；
Bottom modularization building cover board C classes plate (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C class 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 C class plates
(3-3) is installed on middle span edge；Shi Ding areas (3-1-13) apply nail at the top of the connection of the lower part of outer side corner sections, are pushed up using scene
Portion's injection nail (5-1) is connected with ground beam slab (2), and the ground beam slab (2) of lower part connection bottom Shi Ding areas (3-1-20) is corresponded in corner
Nail is applied in bottom, using scene with bottom injection nail (5-2) by under ground beam slab (2) and bottom modularization building cover board C classes plate (3-3)
Portion's longeron connecting plate (3-1-5) connects；
Connecting plate (3-1-4) between beam upper plate is placed on the ground beam slab (2) of inside, Shi Ding areas (3-1-17) is connected between beam upper plate
Shi Ding, is docked with longitudinally adjacent plate on ground beam slab (2)；On ground beam slab (2) and bottom modularization building cover board B plates (3-2) it
Between set postposition add beam slab connection reinforcement plate (3-1-7), apply nail in ground beam slab Shi Ding areas, using scene with bottom injection nail
Ground beam slab (2), postposition are added the beam of beam slab connection reinforcement plate (3-1-7), bottom modularization building cover board C classes plate (3-3) by (5-2)
Connecting plate (3-1-4) connects between upper plate；
Nail is applied in connection Shi Ding areas (3-1-17) between the beam upper plate of connecting plate (3-1-2) between lateral plate, is connected with laterally adjacent plate.
Further, the top is indulged and is connected between wall connecting plate (3-1-1) and lateral plate between connecting plate (3-1-2), beam upper plate
Fishplate bar (3-1-4), lower part longeron connecting plate (3-1-5), postposition add beam slab connection reinforcement plate (3-1-7), joist (3-1- in plate
9), it is vertically connected with and strengthens stull (3-1-10), end stull (3-1-11), stull (3-1-12) and end-blocking plate (3-1-15) in plate
Thickness all same, and width be thickness integral multiple.
Further, wall connecting plate (3-1-1) and lower part longeron connecting plate (3-1-5) are indulged in the top, in the side of plate
It is semicircle to hold the arc ventilating opening (3-1-14) opened up, and uses opposite arc rounding off in edge of opening, and radius of the radian is
8mm；The spacing of arc ventilating opening (3-1-14) is 400mm.
Embodiment 2：With being a difference in that for embodiment 1：Indulge wall connecting plate (3-1-1) and connect with lower part longeron in the top
Fishplate bar (3-1-5), the arc ventilating opening (3-1-14) opened up in the side of plate is semicircle, and uses opposite arc in edge of opening
Rounding off, radius of the radian 12mm；The spacing of arc ventilating opening (3-1-14) is 600mm.Other structures are the same as embodiment 1.
Embodiment 3：With being a difference in that for embodiment 1：Indulge wall connecting plate (3-1-1) and connect with lower part longeron in the top
Fishplate bar (3-1-5), the arc ventilating opening (3-1-14) opened up in the side of plate is semicircle, and uses opposite arc in edge of opening
Rounding off, radius of the radian 10mm；The spacing of arc ventilating opening (3-1-14) is 500mm.Other structures are the same as embodiment 1.
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. bottom modularization building cover board C class plates, it is characterised in that：Bottom modularization building cover board C classes plate (3-3) is indulged wall by top and is connected
Connecting plate (3-1-4) between connecting plate (3-1-2), top surface cladding boards (3-1-3), beam upper plate between fishplate bar (3-1-1), lateral plate, under
Portion's longeron connecting plate (3-1-5), bottom surface cladding boards (3-1-6), postposition add beam slab connection reinforcement plate (3-1-7), frame beam (3-
1-8), joist (3-1-9) in plate, be vertically connected with and strengthen stull (3-1-10), end stull (3-1-11), stull (3-1- in plate
12), connected between lower part connection top Shi Ding areas (3-1-13), arc ventilating opening (3-1-14), end-blocking plate (3-1-15), lateral plate
Shi Ding areas (3-1-17), upper wall connection wall Wai Shiding areas (3-1-18), the connection of upper wall are connected between Shi Ding areas (3-1-16), beam upper plate
Shi Ding areas (3-1-19) connects bottom Shi Ding areas (3-1-20) composition with lower part within the walls；
Bottom modularization building cover board C classes plate (3-3) is rectangular slab, and longitudinal direction is long side, is laterally short side；Be at the top of longitudinally outboard with
Wall connecting plate (3-1-1) is indulged on the top that wall connection is indulged on top, and bottom is the lower part longeron connecting plate (3-1- being connected with lower part longeron
5), the two is parallel and corresponding up and down, and along the two length direction, the frame beam (3-1-8) 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 (3-1-14) 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 (3-1-18), the region of same width is upper wall connection wall Nei Shiding area (3- in inner side
1-19)；The part being exposed at outside plate of lower part longeron connecting plate (3-1-5) forms lower part connection top Shi Ding areas (3-1-13)；
The region of the same width in inner side for lower part connect bottom Shi Ding areas (3-1-20), lower part connection top Shi Ding areas (3-1-13), on
Wall connection wall Wai Shiding areas (3-1-18), upper wall connection wall Nei Shiding areas (3-1-19) connect bottom Shi Ding areas (3-1- with lower part
20) width is equal, and is preferentially equal to the thickness of plate；
Longitudinal medial connecting plate (3-1-2) between lateral plate, between lateral plate connecting plate (3-1-2) and frame beam (3-1-8) it
Between joist (3-1-9) in equally distributed plate, joist (3- in connecting plate (3-1-2), frame beam (3-1-8) and plate between lateral plate
It is 1-9) respectively parallel；Set in frame beam (3-1-8) and plate between joist (3-1-9) some mutually vertical with the two
And equally distributed end stull (3-1-11)；In plate between joist (3-1-9), and connecting plate (3-1-2) between lateral plate
And respectively set and stull (3-1-12) in the two perpendicular plate between joist (3-1-9) in plate；
Between lateral plate in connecting plate (3-1-2), frame beam (3-1-8) and plate the both ends of joist (3-1-9) respectively with beam
Connecting plate (3-1-4) is connected using nail between plate；Connecting plate (the 3-1- between the lateral plate of connecting plate (3-1-4) between beam upper plate
2), in frame beam (3-1-8) and plate between joist (3-1-9), be respectively provided with the connecting plate (3-1-4) between beam upper plate it is parallel up and down
Connection reinforcement stull (3-1-10), is vertically connected with and strengthens stull (3-1-10) in line；
Indulge connecting plate (3-1-2) between wall connecting plate (3-1-1), lateral plate, joist (3-1-9) in plate, be vertically connected with reinforcement in top
Stull (3-1-10), end stull (3-1-11), the top surface of stull (3-1-12) flushes in plate, and with top surface cladding boards (3-
1-3) connect；Joist (3-1-9), end-blocking plate (3-1-15) in frame beam (3-1-8), plate, be vertically connected with and strengthen stull (3-1-
10), end stull (3-1-11), the bottom surface of stull (3-1-12) flushes in plate, and be connected with bottom surface cladding boards (3-1-6)；
Connecting plate (3-1-4), the bottom surface of lower part longeron connecting plate (3-1-5) are neat between connecting plate (3-1-2), beam upper plate between lateral plate
It is flat, expose that the height of bottom surface cladding boards (3-1-6) is equal, and be the thickness of slab of connecting plate (3-1-4) between beam upper plate；Between lateral plate
The part that connecting plate (3-1-2) exposes connects Shi Ding areas (3-1-16) between forming lateral plate, and connecting plate (3-1-4) reveals between beam upper plate
The part gone out connects Shi Ding areas (3-1-17) between forming beam upper plate；The width in all Shi Ding areas is preferentially equal with thickness of slab；
Connecting plate (3-1-4), bottom surface clad can between connecting plate (3-1-2), top surface cladding boards (3-1-3), beam upper plate between lateral plate
Heat insulating and sound insulating material is filled in the space that plate (3-1-6) surrounds.
2. bottom modularization building cover board C class plates as claimed in claim 1, it is characterised in that：Indulge wall connecting plate (3- in the top
1-1) connecting plate (3-1-4), lower part longeron connecting plate (3-1-5), postposition between connecting plate (3-1-2), beam upper plate between lateral plate
Joist (3-1-9) in additional beam slab connection reinforcement plate (3-1-7), plate, be vertically connected with and strengthen stull (3-1-10), end stull
The thickness all same of stull (3-1-12) and end-blocking plate (3-1-15) in (3-1-11), plate, and the integral multiple that width is thickness.
3. bottom modularization building cover board C 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 (3-1-5), the arc ventilating opening (3-1-14) 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 (3-1-14) is
400mm-600mm。
4. the installation method of bottom modularization building cover board C class plates, it is characterised in that：Ground beam slab (2) passes through ground crab-bolt (4) and basis
(1) connect, flushed in the ground beam slab (2) of surrounding with the outer surface of basic (1), 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), and the part of stretching is ground beam slab Shi Ding areas, and ground beam slab applies nail
The width and the width in each Shi Ding areas of bottom modularization building cover board C class plates that area is stretched out are equal；
Bottom modularization building cover board A plates (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C class 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 C class plates
(3-3) is installed on middle span edge；Shi Ding areas (3-1-13) apply nail at the top of the connection of the lower part of outer side corner sections, are pushed up using scene
Portion's injection nail (5-1) is connected with ground beam slab (2), and the ground beam slab (2) of lower part connection bottom Shi Ding areas (3-1-20) is corresponded in corner
Nail is applied in bottom, using scene with bottom injection nail (5-2) by under ground beam slab (2) and bottom modularization building cover board C classes plate (3-3)
Portion's longeron connecting plate (3-1-5) connects；
Connecting plate (3-1-4) between beam upper plate is placed on the ground beam slab (2) of inside, Shi Ding areas (3-1-17) is connected between beam upper plate
Shi Ding, is docked with longitudinally adjacent plate on ground beam slab (2)；Beam slab (2) and bottom modularization building cover board C classes plate (3-2) on ground
Between set postposition add beam slab connection reinforcement plate (3-1-7), apply nail in ground beam slab Shi Ding areas, using scene with bottom injection nail
Ground beam slab (2), postposition are added the beam of beam slab connection reinforcement plate (3-1-7), bottom modularization building cover board C classes plate (3-3) by (5-2)
Connecting plate (3-1-4) connects between upper plate；
Nail is applied in connection Shi Ding areas (3-1-17) between the beam upper plate of connecting plate (3-1-2) between lateral plate, is connected with laterally adjacent plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810000397.2A CN107965079A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board C classes plate and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810000397.2A CN107965079A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board C classes plate and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107965079A true CN107965079A (en) | 2018-04-27 |
Family
ID=61993420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810000397.2A Withdrawn CN107965079A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board C classes plate and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107965079A (en) |
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2018
- 2018-01-02 CN CN201810000397.2A patent/CN107965079A/en not_active Withdrawn
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