CN208137225U - Bottom modularization building cover board D class plate - Google Patents
Bottom modularization building cover board D class plate Download PDFInfo
- Publication number
- CN208137225U CN208137225U CN201820000462.7U CN201820000462U CN208137225U CN 208137225 U CN208137225 U CN 208137225U CN 201820000462 U CN201820000462 U CN 201820000462U CN 208137225 U CN208137225 U CN 208137225U
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- China
- Prior art keywords
- plate
- connecting plate
- cover board
- lateral
- joist
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- Expired - Fee Related
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Abstract
The utility model provides a kind of bottom modularization building cover board D class plate, between lateral plate connecting plate, in plate joist both ends respectively between beam upper plate connecting plate using nail connection;The bottom surface of connecting plate flushes between connecting plate, beam upper plate between lateral plate, and the height for exposing bottom surface cladding boards is equal, and the part that connecting plate exposes between lateral plate connects the area Shi Ding between forming lateral plate, and the part that connecting plate exposes between beam upper plate connects the area Shi Ding between forming beam upper plate;The width in all areas Shi Ding is preferentially equal with plate thickness;Simplify the utility model has the beneficial effects that installation operation is significant, assembling speed is fast, can use big component general assembly, industrialization degree is higher, good economical benefit, and avoids 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.It is constructed by series, makes it have good stress performance.
Description
Technical field
The utility model belongs to technical field of buildings, more particularly to a kind of bottom modularization building cover board D class plate.
Background technique
According to statistics, construction industry consumes about 50% energy on the earth, 42% water resource, 50% material and 48%
Arable land.Cause disruption of ecological balance, produce global 24% air pollution, 50% greenhouse effects, 40% pollution of waterhead and
50% chlorofluorocarbons etc..
Green building curbs environmental pollution in China, energy-saving and emission-reduction, plays vital work in terms of the adjustment industrial structure
With.Past China 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, however department of the Chinese government and society
Can all circles for the extensive use of novel Wood construction, there is also many mistaken ideas.
For this reason, it is necessary to carry out systematic research and development for timber structure green building and its industrialization, produce China's building
Industry really realizes the green, recyclable, sustainable of overall process.
Utility model content
Time length, environmental protection, the bottom modularization building that can be recycled are used the purpose of this utility model is to provide a kind of
Cover board reduces a large amount of field operations, while guaranteeing that manufacturing procedure is simple, more guarantees its tool without in addition setting sound insulation, insulating layer
There is good stress performance.
To achieve the goals above, the technical solution adopted in the utility model is:
Bottom modularization building cover board D class plate, ground beam slab (2) are located above basic (1), and the two is connected by ground anchor 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 plate
(3-1), bottom modularization building cover board B plate (3-2), bottom modularization building cover board C plate (3-3), bottom modularization building cover board D class plate
(3-4), wherein bottom modularization building cover board D class plate (3-4) is located at bottom modularization superstructure(3)Middle part;
Bottom modularization building cover board D class plate (3-4) by connecting plate (3-1-3) between lateral plate, top surface cladding boards (3-1-4),
Connecting plate (3-1-5) between beam upper plate, bottom surface cladding boards (3-1-8), postposition are added beam slab connection reinforcement plate (3-1-9), are put in plate
Grid (3-1-11) are vertically connected with and reinforce stull (3-1-12), connect the area Shi Ding (3-1- in plate between stull (3-1-14), lateral plate
18) area Shi Ding (3-1-19) composition, is connected between beam upper plate;
Bottom modularization building cover board D class plate (3-4) longitudinal direction two sides connecting plate (3-1-3) between lateral plate, joist (3- in plate
It 1-11) is uniformly distributed between connecting plate (3-1-3) between the lateral plate of two sides, is put in connecting plate (3-1-3) and plate between lateral plate
Grid (3-1-11) are parallel respectively;It is put in connecting plate (3-1-3) and plate between joist in plate (3-1-11), and between lateral plate
Stull (3-1-14) in the plate perpendicular with the two is respectively set between grid (3-1-11);
Connecting plate (3-1-3) between lateral plate, in plate joist (3-1-11) the both ends respectively connecting plate (3- between beam upper plate
1-5) using nail connection;At both ends between beam upper plate in the plate of connecting plate (3-1-5) between joist (3-1-11), and it is lateral
Between plate in connecting plate (3-1-3) and plate between joist (3-1-11), it is respectively provided with parallel upper between beam upper plate connecting plate (3-1-5)
Lower connection reinforcement stull (3-1-12) is vertically connected with and reinforces stull (3-1-12) respectively in line;
Connecting plate (3-1-3) between lateral plate, joist (3-1-11) in plate are vertically connected with and reinforce stull (3-1-12), in plate
The top surface of stull (3-1-14) flushes, and connect with top surface cladding boards (3-1-4);Joist (3-1-11) in plate is vertically connected with
The bottom surface of stull (3-1-14) flushes in reinforcement stull (3-1-12), plate, and connect with bottom surface cladding boards (3-1-8);Laterally
The bottom surface of connecting plate (3-1-5) flushes between connecting plate (3-1-3), beam upper plate between plate, exposes the height of bottom surface cladding boards (3-1-8)
It is equal, and be the plate thickness of connecting plate (3-1-5) between beam upper plate;The part that connecting plate (3-1-3) exposes between lateral plate forms side
The area Shi Ding (3-1-18) is connected between plate, nail is applied in connection between the part that connecting plate (3-1-5) exposes between beam upper plate forms beam upper plate
Area (3-1-19);The width in all areas Shi Ding is equal with plate thickness;
Connecting plate (3-1-5), bottom surface 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 cladding boards (3-1-8) surround.
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 reinforce stull (3-1-12), stull (3-1- in plate
14) thickness is all the same, and width is the integral multiple of thickness.
The beneficial effects of the utility model are:
The beneficial effects of the utility model and advantage, which are that installation operation is significant, to be simplified, and assembling speed is fast, can use big portion
Product general assembly, industrialization degree is higher, good economical benefit, and avoids environmental pollution.Especially sound insulation, insulating layer are embedded into
The inside of plate 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.Pass through and is
Column construction, makes it have good stress performance.
Detailed description of the invention
The bottom modularization building cover board D class plate in the utility model is described further with reference to the accompanying drawing:
Based on Fig. 1 with ground beam slab connection schematic diagram.
Fig. 2 is bottom modularization superstructure and ground beam slab connection schematic diagram.
Fig. 3 is bottom modularization building cover board D class plate elevational schematic view.
Fig. 4 is bottom modularization building cover board D class plate schematic side view.
Fig. 5 does not cover top surface cladding boards for bottom modularization building cover board D class plate(It is not added with heat insulating and sound insulating material)Structure
Schematic diagram.
Fig. 6 is the A-A diagrammatic cross-section of Fig. 3.
In figure:Based on 1;2 be ground beam slab;3 be bottom modularization superstructure;4 be ground anchor bolt;3-1 is bottom modularization building
Cover board A plate;3-2 is bottom modularization building cover board B plate;3-3 is bottom modularization building cover board C plate;3-4 is bottom modularization superstructure
Plate D class plate;
3-1-3 connecting plate between lateral plate;3-1-4 is top surface cladding boards;3-1-5 connecting plate between beam upper plate; 3-1-8
For bottom surface cladding boards;3-1-9 is that postposition adds beam slab connection reinforcement plate;3-1-11 is joist in plate;3-1-12 is to be vertically connected with
Reinforce stull;3-1-14 is stull in plate;3-1-18 connects the area Shi Ding between lateral plate;3-1-19 is connected between beam upper plate and is applied nail
Area;5-2 is that scene is followed closely with bottom injection.
Specific embodiment
In order to further illustrate the utility model, with reference to the accompanying drawings and embodiments to bottom mould provided by the utility model
Block building cover board D class plate is described in detail, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
A kind of bottom modularization building cover board D class plate, as shown in Fig. 1 ~ Fig. 6, ground beam slab 2 is located at 1 top of basis, and the two passes through
Ground anchor bolt 4 connects, and bottom modularization superstructure 3 is laid on 2 top of ground beam slab, and bottom modularization superstructure 3 includes bottom modularization building
Cover board A plate 3-1, bottom modularization building cover board B plate 3-2, bottom modularization building cover board C plate 3-3, bottom modularization building cover board D class
Plate 3-4, wherein bottom modularization building cover board D class plate 3-4 is located at the middle part of bottom modularization superstructure 3;
Bottom modularization building cover board D class plate 3-4 is by connecting plate 3-1-3, top surface cladding boards 3-1-4, beam upper plate between lateral plate
Between connecting plate 3-1-5, bottom surface cladding boards 3-1-8, postposition add beam slab connection reinforcement plate 3-1-9, joist 3-1-11 in plate, up and down
It is connected between stull 3-1-14, lateral plate in connection reinforcement stull 3-1-12, plate and connects the area Shi Ding between the area Shi Ding 3-1-18, beam upper plate
3-1-19 composition;
The bottom modularization building cover board D class longitudinal direction plate 3-4 two sides connecting plate 3-1-3 between lateral plate, joist 3-1-11 in plate
It is uniformly distributed between connecting plate 3-1-3 between the lateral plate of two sides, joist 3-1-11 is equal in connecting plate 3-1-3 and plate between lateral plate
It is parallel respectively;Divide equally between joist 3-1-11 in connecting plate 3-1-3 and plate in plate between joist 3-1-11, and between lateral plate
Stull 3-1-14 in plate that She Zhi be not perpendicular with the two;
Connecting plate 3-1-3 between lateral plate, connecting plate 3-1-5 is adopted between beam upper plate respectively for the both ends of joist 3-1-11 in plate
It is connected with nail;At both ends between beam upper plate in the plate of connecting plate 3-1-5 between joist 3-1-11, and connecting plate between lateral plate
In 3-1-3 and plate between joist 3-1-11, it is respectively provided with parallel being vertically connected with of the connecting plate 3-1-5 between beam upper plate and reinforces stull 3-
1-12 is vertically connected with and reinforces 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 reinforce stull 3-1-12, stull 3- in plate
The top surface of 1-14 flushes, and connect with top surface cladding boards 3-1-4;Joist 3-1-11 in plate, it is vertically connected with and reinforces stull 3-1-
12, the bottom surface of stull 3-1-14 flushes in plate, and connect with bottom surface cladding boards 3-1-8;Connecting plate 3-1-3, beam between lateral plate
The bottom surface of connecting plate 3-1-5 flushes between upper plate, and the height for exposing bottom surface cladding boards 3-1-8 is equal, and is to connect between beam upper plate
The plate thickness of plate 3-1-5;The part that connecting plate 3-1-3 exposes between lateral plate connects the area Shi Ding 3-1-18, Liang Shang between forming lateral plate
The part that connecting plate 3-1-5 exposes between plate connects the area Shi Ding 3-1-19 between forming beam upper plate;The width in all areas Shi Ding is and plate
It is thick equal;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, it is vertically connected with and reinforces that stull 3-1-12, the thickness of stull 3-1-14 is all the same in plate, and width is thickness
Integral multiple;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 is surrounded.
The installation method of bottom modularization building cover board D class plate includes the following steps:
A. ground beam slab 2 with basis 1 by ground anchor bolt 4 connect, surrounding ground beam slab 2 will with basis 1 appearance
Face flushes, and internal ground beam slab 2 stretches out basis 1, and the part of stretching is the ground area beam slab Shi Ding, the width in the ground area beam slab Shi Ding with
The width in each area Shi Ding of bottom modularization building cover board D class plate 3-4 is equal;
B. by bottom modularization building cover board A plate 3-1, bottom modularization building cover board B plate 3-2, bottom modularization building cover board C plate
3-3, bottom modularization building cover board D class plate 3-4 are separately mounted on ground beam slab 2, wherein bottom modularization building cover board D class plate 3-4
It is mounted on the middle part of ground beam slab 2;
C. connecting plate 3-1-5 between beam upper plate is placed on internal ground beam slab 2, the area Shi Ding 3-1-19 is connected between beam upper plate
Shi Ding docks connecting plate 3-1-5 between beam upper plate on ground beam slab 2 with longitudinally adjacent 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 plate 3-4
Between, nail is applied in the ground area beam slab Shi Ding, ground beam slab 2, postposition are added with bottom injection nail 5-2 by beam slab connection reinforcement using scene
Plate 3-1-9, bottom modularization building cover board D class plate 3-4 beam upper plate between connecting plate 3-1-5 be connected and fixed;
E. the area Shi Ding 3-1-19 is connected between the beam upper plate of connecting plate 3-1-3 between lateral plate and applies nail, makes to connect between lateral plate
Plate 3-1-3 is connect with laterally adjacent plate.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (2)
1. bottom modularization building cover board D class plate, it is characterised in that:Ground beam slab (2) is located above basic (1), and the two passes through earth anchor
Bolt (4) connection, 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 plate (3-1), bottom modularization building cover board B plate (3-2), bottom modularization building cover board C plate (3-3), bottom modularization
Building cover board D class plate (3-4), wherein bottom modularization building cover board D class plate (3-4) is located at bottom modularization superstructure(3)Middle part;
Bottom modularization building cover board D class plate (3-4) is by connecting plate (3-1-3), top surface cladding boards (3-1-4), Liang Shang between lateral plate
Connecting plate (3-1-5) between plate, 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 reinforces stull (3-1-12), connects the area Shi Ding (3-1-18), beam in plate between stull (3-1-14), lateral plate
The area Shi Ding (3-1-19) composition is connected between upper plate;
Bottom modularization building cover board D class plate (3-4) longitudinal direction two sides connecting plate (3-1-3) between lateral plate, joist (3-1- in plate
11) it is uniformly distributed between connecting plate (3-1-3) between the lateral plate of two sides, joist in connecting plate (3-1-3) and plate between lateral plate
(3-1-11) is parallel respectively;Between joist in plate (3-1-11), and joist in connecting plate (3-1-3) and plate between lateral plate
Stull (3-1-14) in the plate perpendicular with the two is respectively set 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
It is 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 and parallel between beam upper plate connecting plate (3-1-5) connects up and down
It connects and reinforces stull (3-1-12), be vertically connected with and reinforce 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 reinforce stull (3-1-12), stull in plate
The top surface of (3-1-14) flushes, and connect with top surface cladding boards (3-1-4);Joist (3-1-11) in plate is vertically connected with reinforcement
The bottom surface of stull (3-1-14) flushes in stull (3-1-12), plate, and connect 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 the plate thickness of connecting plate (3-1-5) between beam upper plate;The part that connecting plate (3-1-3) exposes between lateral plate is formed laterally
The area Shi Ding (3-1-18) is connected between plate, the part that connecting plate (3-1-5) exposes between beam upper plate connects the area Shi Ding between forming beam upper plate
(3-1-19);The width in all areas Shi Ding is equal with plate thickness;Postposition adds beam slab connection reinforcement plate (3-1-9) and is located at ground beam slab
(2) between bottom modularization building cover board D class 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 in the space that (3-1-8) is surrounded.
2. bottom modularization building cover board D class plate as described 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 of stull (3-1-14) is all the same in lower connection reinforcement stull (3-1-12), plate, and width is the integral multiple of thickness.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820000462.7U CN208137225U (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board D class plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820000462.7U CN208137225U (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board D class plate |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208137225U true CN208137225U (en) | 2018-11-23 |
Family
ID=64284584
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820000462.7U Expired - Fee Related CN208137225U (en) | 2018-01-02 | 2018-01-02 | Bottom modularization building cover board D class plate |
Country Status (1)
Country | Link |
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CN (1) | CN208137225U (en) |
-
2018
- 2018-01-02 CN CN201820000462.7U patent/CN208137225U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181123 Termination date: 20220102 |