CN107938904A - Bottom modularization building cover board D classes plate and its installation method - Google Patents
Bottom modularization building cover board D classes plate and its installation method Download PDFInfo
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- CN107938904A CN107938904A CN201810000391.5A CN201810000391A CN107938904A CN 107938904 A CN107938904 A CN 107938904A CN 201810000391 A CN201810000391 A CN 201810000391A CN 107938904 A CN107938904 A CN 107938904A
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- cover board
- connecting plate
- building cover
- lateral
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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 abstract description 24
- 230000002787 reinforcement Effects 0.000 claims description 17
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 239000011810 insulating material Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 230000008901 benefit Effects 0.000 abstract description 4
- 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
- 229910000831 Steel Inorganic materials 0.000 description 2
- 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
- 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
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 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
- 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
- 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
Abstract
The present invention provides a kind of bottom modularization building cover board D classes plate and its installation method, between lateral plate connecting plate, respectively connecting plate is connected using nail between beam upper plate for the both ends of joist in plate；The bottom surface of connecting plate flushes between connecting plate, beam upper plate between lateral plate, exposes that the height of bottom surface cladding boards is equal, and the part that connecting plate exposes between lateral plate, which is formed between lateral plate, connects Shi Ding areas, and the part that connecting plate exposes between beam upper plate connects Shi Ding areas between forming beam upper plate；The width in all Shi Ding areas is preferentially equal with thickness of slab；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 D 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 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 an object of the invention to provide a kind of usage time is long, environmental protection, the bottom modularization building cover board that can be recycled,
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
Good stress performance.
To achieve these goals, the technical solution adopted by the present invention is：
Bottom modularization building cover board D class plates, ground beam slab (2) are located above basic (1), the two is connected by ground crab-bolt (4), bottom
Modularization superstructure（3）It is laid on above ground beam slab (2), bottom modularization superstructure（3）Including bottom modularization building cover board A plates (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 class plates (3-
4), wherein bottom modularization building cover board D classes plate (3-4) is located at bottom modularization superstructure（3）Middle part；
Bottom modularization building cover board D classes plate (3-4) is by connecting plate (3-1-3), top surface cladding boards (3-1-4), Liang Shang between lateral plate
Between plate connecting plate (3-1-5), bottom surface cladding boards (3-1-8), postposition add beam slab connection reinforcement plate (3-1-9), joist (3- in plate
1-11), it is vertically connected with and strengthens stull (3-1-12), connects Shi Ding areas (3-1-18), beam in plate between stull (3-1-14), lateral plate
Shi Ding areas (3-1-19) composition is connected between upper plate；
Bottom modularization building cover board D classes plate (3-4) longitudinal direction both sides connecting plate (3-1-3) between lateral plate, joist (3-1- in plate
11) it is uniformly distributed between the lateral plate of both sides between connecting plate (3-1-3), joist in connecting plate (3-1-3) and plate between lateral plate
(3-1-11) is respectively parallel；In plate between joist (3-1-11), and joist in connecting plate (3-1-3) and plate between lateral plate
Respectively set and stull (3-1-14) in the two perpendicular plate between (3-1-11)；
Connecting plate (3-1-3) between lateral plate, in plate joist (3-1-11) both ends respectively connecting plate (3-1-5) between beam upper plate
Connected using nail；At both ends between beam upper plate in the plate of connecting plate (3-1-5) between joist (3-1-11), and between lateral plate
In connecting plate (3-1-3) and plate between joist (3-1-11), it is respectively provided with that the connecting plate (3-1-5) between beam upper plate is parallel to be connected up and down
Connect and strengthen stull (3-1-12), be vertically connected with and strengthen stull (3-1-12) respectively in line；
Connecting plate (3-1-3) between lateral plate, joist (3-1-11) in plate, be vertically connected with strengthen stull (3-1-12), stull in plate
The top surface of (3-1-14) flushes, and is connected with top surface cladding boards (3-1-4)；Joist (3-1-11) in plate, be vertically connected with reinforcement
The bottom surface of stull (3-1-14) flushes in stull (3-1-12), plate, and is connected with bottom surface cladding boards (3-1-8)；Between lateral plate
The bottom surface of connecting plate (3-1-5) flushes between connecting plate (3-1-3), beam upper plate, exposes the height phase of bottom surface cladding boards (3-1-8)
Deng, and be preferably the thickness of slab of connecting plate (3-1-5) between beam upper plate；The part that connecting plate (3-1-3) exposes between lateral plate is formed
Shi Ding areas (3-1-18) is connected between lateral plate, connects and applies between the part formation beam upper plate that connecting plate (3-1-5) exposes between beam upper plate
Follow closely area (3-1-19)；The width in all Shi Ding areas is preferentially equal with thickness of slab；
Connecting plate (3-1-5), bottom surface clad can between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between lateral plate
Heat insulating and sound insulating material is filled in the space that plate (3-1-8) surrounds.
Further, connecting plate (3-1-5), postposition add beam between connecting plate (3-1-3) and beam upper plate between the lateral plate
Joist (3-1-11) in plate connection reinforcement plate (3-1-9), plate, be vertically connected with strengthen stull (3-1-12), stull (3-1- in plate
14) thickness all same, and the integral multiple that width is thickness.
The installation method of bottom modularization building cover board D class plates, comprises the following steps：
A. ground beam slab (2) and basic (1) are connected by ground crab-bolt (4), will be with basic (1) in the ground beam slab (2) of surrounding
Outer surface flush, 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 in area and the width in each Shi Ding areas of bottom modularization building cover board D classes plate (3-4) are equal；
B. by bottom modularization building cover board A plates (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 classes plate (3-4) are separately mounted on ground beam slab (2), wherein bottom modularization building cover board D classes
Plate (3-4) is installed on the middle part of ground beam slab (2)；
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, connecting plate (3-1-5) is docked with longitudinally adjacent plate on ground beam slab (2) between making beam upper plate；
D. postposition is added into beam slab connection reinforcement plate (3-1-9) and is placed in ground beam slab (2) and bottom modularization building cover board D class plates (3-
4) between, nail is applied in ground beam slab Shi Ding areas, ground beam slab (2), postposition are added beam slab with bottom injection nail (5-2) using scene connects
Connect reinforcing plate (3-1-9), bottom modularization building cover board D classes plate (3-4) beam upper plate between connecting plate (3-1-5) connection fix；
E. Shi Ding areas (3-1-19) is connected between the beam upper plate of connecting plate (3-1-3) between lateral plate and applies nail, make to connect between lateral plate
Plate (3-1-3) is connected with laterally adjacent plate.
Beneficial effects of the present invention are：
Advantages and advantages of the invention are that 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 D 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 D class plate elevational schematic views.
Fig. 4 is bottom modularization building cover board D class plate schematic side views.
Fig. 5 does not cover top surface cladding boards for bottom modularization building cover board D class plates（It is not added with heat insulating and sound insulating material）Structure
Schematic diagram.
Fig. 6 is the schematic diagram of Fig. 3.
In figure：Based on 1；2 be ground beam slab；3 be bottom modularization superstructure；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 plates；3-4 is bottom modularization superstructure
Plate D class plates；
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
Face cladding boards；3-1-9 adds beam slab connection reinforcement plate for postposition；3-1-11 is joist in plate；3-1-12 is to be vertically connected with reinforcement
Stull；3-1-14 is stull in plate；3-1-18 connects Shi Ding areas between lateral plate；3-1-19 connects Shi Ding areas between beam upper plate；
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 D class plates are described in detail, but they cannot be interpreted as limiting the scope of the present invention.
A kind of bottom modularization building cover board D class plates, as shown in Fig. 1 ~ Fig. 6, ground beam slab (2) is located above basic (1), the two
Connected by ground crab-bolt (4), bottom modularization superstructure（3）It is laid on above ground beam slab (2), bottom modularization superstructure（3）Including
Bottom modularization building cover board A plates (3-1), bottom modularization building cover board B plates (3-2), bottom modularization building cover board C plates (3-3), bottom
Layer modularization building cover board D classes plate (3-4), wherein bottom modularization building cover board D classes plate (3-4) are located at bottom modularization superstructure（3）
Middle part；
Bottom modularization building cover board D classes plate (3-4) is by connecting plate (3-1-3), top surface cladding boards (3-1-4), Liang Shang between lateral plate
Between plate connecting plate (3-1-5), bottom surface cladding boards (3-1-8), postposition add beam slab connection reinforcement plate (3-1-9), joist (3- in plate
1-11), it is vertically connected with and strengthens stull (3-1-12), connects Shi Ding areas (3-1-18), beam in plate between stull (3-1-14), lateral plate
Shi Ding areas (3-1-19) composition is connected between upper plate；
Bottom modularization building cover board D classes plate (3-4) longitudinal direction both sides connecting plate (3-1-3) between lateral plate, joist (3-1- in plate
11) it is uniformly distributed between the lateral plate of both sides between connecting plate (3-1-3), joist in connecting plate (3-1-3) and plate between lateral plate
(3-1-11) is respectively parallel；In plate between joist (3-1-11), and joist in connecting plate (3-1-3) and plate between lateral plate
Respectively set and stull (3-1-14) in the two perpendicular plate between (3-1-11)；
Connecting plate (3-1-3) between lateral plate, in plate joist (3-1-11) both ends respectively connecting plate (3-1-5) between beam upper plate
Connected using nail；At both ends between beam upper plate in the plate of connecting plate (3-1-5) between joist (3-1-11), and between lateral plate
In connecting plate (3-1-3) and plate between joist (3-1-11), it is respectively provided with that the connecting plate (3-1-5) between beam upper plate is parallel to be connected up and down
Connect and strengthen stull (3-1-12), be vertically connected with and strengthen stull (3-1-12) respectively in line；
Connecting plate (3-1-3) between lateral plate, joist (3-1-11) in plate, be vertically connected with strengthen stull (3-1-12), stull in plate
The top surface of (3-1-14) flushes, and is connected with top surface cladding boards (3-1-4)；Joist (3-1-11) in plate, be vertically connected with reinforcement
The bottom surface of stull (3-1-14) flushes in stull (3-1-12), plate, and is connected with bottom surface cladding boards (3-1-8)；Between lateral plate
The bottom surface of connecting plate (3-1-5) flushes between connecting plate (3-1-3), beam upper plate, exposes the height phase of bottom surface cladding boards (3-1-8)
Deng, and be preferably the thickness of slab of connecting plate (3-1-5) between beam upper plate；The part that connecting plate (3-1-3) exposes between lateral plate is formed
Shi Ding areas (3-1-18) is connected between lateral plate, connects and applies between the part formation beam upper plate that connecting plate (3-1-5) exposes between beam upper plate
Follow closely area (3-1-19)；The width in all Shi Ding areas is preferentially equal with thickness of slab；Between lateral plate between connecting plate (3-1-3) and beam upper plate
Connecting plate (3-1-5), postposition add beam slab connection reinforcement plate (3-1-9), joist (3-1-11) in plate, are vertically connected with reinforcement stull
The thickness all same of stull (3-1-14) in (3-1-12), plate, and the integral multiple that width is thickness；The connecting plate between lateral plate
The space that connecting plate (3-1-5), bottom surface cladding boards (3-1-8) surround between (3-1-3), top surface cladding boards (3-1-4), beam upper plate
Interior filling heat insulating and sound insulating material.
The installation method of bottom modularization building cover board D class plates comprises the following steps：
A. ground beam slab (2) and basic (1) are connected by ground crab-bolt (4), will be with basic (1) in the ground beam slab (2) of surrounding
Outer surface flush, 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 in area and the width in each Shi Ding areas of bottom modularization building cover board D classes plate (3-4) are equal；
B. by bottom modularization building cover board A plates (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 classes plate (3-4) are separately mounted on ground beam slab (2), wherein bottom modularization building cover board D classes
Plate (3-4) is installed on the middle part of ground beam slab (2)；
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, connecting plate (3-1-5) is docked with longitudinally adjacent plate on ground beam slab (2) between making beam upper plate；
D. postposition is added into beam slab connection reinforcement plate (3-1-9) and is placed in ground beam slab (2) and bottom modularization building cover board D class plates (3-
4) between, nail is applied in ground beam slab Shi Ding areas, ground beam slab (2), postposition are added beam slab with bottom injection nail (5-2) using scene connects
Connect reinforcing plate (3-1-9), bottom modularization building cover board D classes plate (3-4) beam upper plate between connecting plate (3-1-5) connection fix；
E. Shi Ding areas (3-1-19) is connected between the beam upper plate of connecting plate (3-1-3) between lateral plate and applies nail, make to connect between lateral plate
Plate (3-1-3) is connected with laterally adjacent 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. bottom modularization building cover board D class plates, it is characterised in that：Ground beam slab (2) is located above basic (1), the two passes through earth anchor
Bolt (4) connects, bottom modularization superstructure（3）It is laid on above ground beam slab (2), bottom modularization superstructure（3）Including bottom module
Change building cover board A plates (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 classes plate (3-4), wherein bottom modularization building cover board D classes plate (3-4) are located at bottom modularization superstructure（3）Middle part；
Bottom modularization building cover board D classes plate (3-4) is by connecting plate (3-1-3), top surface cladding boards (3-1-4), Liang Shang between lateral plate
Between plate connecting plate (3-1-5), bottom surface cladding boards (3-1-8), postposition add beam slab connection reinforcement plate (3-1-9), joist (3- in plate
1-11), it is vertically connected with and strengthens stull (3-1-12), connects Shi Ding areas (3-1-18), beam in plate between stull (3-1-14), lateral plate
Shi Ding areas (3-1-19) composition is connected between upper plate；
Bottom modularization building cover board D classes plate (3-4) longitudinal direction both sides connecting plate (3-1-3) between lateral plate, joist (3-1- in plate
11) it is uniformly distributed between the lateral plate of both sides between connecting plate (3-1-3), joist in connecting plate (3-1-3) and plate between lateral plate
(3-1-11) is respectively parallel；In plate between joist (3-1-11), and joist in connecting plate (3-1-3) and plate between lateral plate
Respectively set and stull (3-1-14) in the two perpendicular plate between (3-1-11)；
Connecting plate (3-1-3) between lateral plate, in plate joist (3-1-11) both ends respectively connecting plate (3-1-5) between beam upper plate
Connected using nail；At both ends between beam upper plate in the plate of connecting plate (3-1-5) between joist (3-1-11), and between lateral plate
In connecting plate (3-1-3) and plate between joist (3-1-11), it is respectively provided with that the connecting plate (3-1-5) between beam upper plate is parallel to be connected up and down
Connect and strengthen stull (3-1-12), be vertically connected with and strengthen stull (3-1-12) respectively in line；
Connecting plate (3-1-3) between lateral plate, joist (3-1-11) in plate, be vertically connected with strengthen stull (3-1-12), stull in plate
The top surface of (3-1-14) flushes, and is connected with top surface cladding boards (3-1-4)；Joist (3-1-11) in plate, be vertically connected with reinforcement
The bottom surface of stull (3-1-14) flushes in stull (3-1-12), plate, and is connected with bottom surface cladding boards (3-1-8)；Between lateral plate
The bottom surface of connecting plate (3-1-5) flushes between connecting plate (3-1-3), beam upper plate, exposes the height phase of bottom surface cladding boards (3-1-8)
Deng, and be preferably the thickness of slab of connecting plate (3-1-5) between beam upper plate；The part that connecting plate (3-1-3) exposes between lateral plate is formed
Shi Ding areas (3-1-18) is connected between lateral plate, connects and applies between the part formation beam upper plate that connecting plate (3-1-5) exposes between beam upper plate
Follow closely area (3-1-19)；The width in all Shi Ding areas is preferentially equal with thickness of slab；Postposition adds beam slab connection reinforcement plate (3-1-9) position
Between ground beam slab (2) and bottom modularization building cover board D classes plate (3-4)；
Connecting plate (3-1-5), bottom surface cladding boards between connecting plate (3-1-3), top surface cladding boards (3-1-4), beam upper plate between lateral plate
Heat insulating and sound insulating material is filled with the space that (3-1-8) is surrounded.
2. bottom modularization building cover board D class plates as claimed in claim 1, it is characterised in that：Connecting plate (3- between the lateral plate
1-3) between beam upper plate connecting plate (3-1-5), postposition add beam slab connection reinforcement plate (3-1-9), joist (3-1-11) in plate, on
The thickness all same of stull (3-1-14) in lower connection reinforcement stull (3-1-12), plate, and the integral multiple that width is thickness.
3. the installation method of bottom modularization building cover board D class plates, it is characterised in that comprise the following steps：
A. ground beam slab (2) and basic (1) are connected by ground crab-bolt (4), will be with basic (1) in the ground beam slab (2) of surrounding
Outer surface flush, 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 in area and the width in each Shi Ding areas of bottom modularization building cover board D classes plate (3-4) are equal；
B. by bottom modularization building cover board A plates (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 classes plate (3-4) are separately mounted on ground beam slab (2), wherein bottom modularization building cover board D classes
Plate (3-4) is installed on the middle part of ground beam slab (2)；
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, connecting plate (3-1-5) is docked with longitudinally adjacent plate on ground beam slab (2) between making beam upper plate；
D. postposition is added into beam slab connection reinforcement plate (3-1-9) and is placed in ground beam slab (2) and bottom modularization building cover board D class plates (3-
4) between, nail is applied in ground beam slab Shi Ding areas, ground beam slab (2), postposition are added beam slab with bottom injection nail (5-2) using scene connects
Connect reinforcing plate (3-1-9), bottom modularization building cover board D classes plate (3-4) beam upper plate between connecting plate (3-1-5) connection fix；
E. Shi Ding areas (3-1-19) is connected between the beam upper plate of connecting plate (3-1-3) between lateral plate and applies nail, make to connect between lateral plate
Plate (3-1-3) is connected with laterally adjacent plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810000391.5A CN107938904A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board D classes plate and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810000391.5A CN107938904A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board D classes plate and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107938904A true CN107938904A (en) | 2018-04-20 |
Family
ID=61937220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810000391.5A Withdrawn CN107938904A (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board D classes plate and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107938904A (en) |
-
2018
- 2018-01-02 CN CN201810000391.5A patent/CN107938904A/en not_active Withdrawn
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