CN109296091A - Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint - Google Patents
Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint Download PDFInfo
- Publication number
- CN109296091A CN109296091A CN201811459630.XA CN201811459630A CN109296091A CN 109296091 A CN109296091 A CN 109296091A CN 201811459630 A CN201811459630 A CN 201811459630A CN 109296091 A CN109296091 A CN 109296091A
- Authority
- CN
- China
- Prior art keywords
- plank
- connection
- horizontal stack
- nail
- interlayer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000002023 wood Substances 0.000 title claims abstract description 47
- 238000009413 insulation Methods 0.000 title claims abstract description 18
- 238000003475 lamination Methods 0.000 title claims abstract description 18
- 239000011229 interlayer Substances 0.000 claims description 77
- 230000002787 reinforcement Effects 0.000 claims description 33
- 239000002344 surface layer Substances 0.000 claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000010410 layer Substances 0.000 claims description 9
- 238000004321 preservation Methods 0.000 claims description 7
- 238000001035 drying Methods 0.000 claims description 6
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 18
- 239000000463 material Substances 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000012545 processing Methods 0.000 abstract description 5
- 238000011084 recovery Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 239000011800 void material Substances 0.000 abstract description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000008901 benefit Effects 0.000 description 3
- 229910002092 carbon dioxide Inorganic materials 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 150000008442 polyphenolic compounds Chemical class 0.000 description 1
- 235000013824 polyphenols Nutrition 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003911 water pollution Methods 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
Abstract
The present invention provides a kind of modularization stitching lamination wood heat-insulation wall plate and foundation connection joints, several troughing plate connectors are embedded in concrete foundation, two legs of troughing plate connector are inserted into modularization nail respectively and connect in sandwich thermal insulated structure plank, and are connected using pin.The beneficial effects of the invention are as follows fully achieve prefabrication, and it can realize full-automatic, intelligent production, damage ecological environment, lumber recovery is substantially improved, and realizes that acoustical and thermal is integrated, inner void maximizes, greatly improve plate stiffness and strength, shock resistance is improved, high-story house construction can be used for, reduce material utilization amount；Structure is simple, and has impayable recoverable force ability, as heat preserving exterior wall and can be used for heat insulation house surface.Construction housing cost is low, and the processing is simple, easy for construction, increases substantially installation effectiveness, and after the completion of construction, nail is all built-in, and not only stress performance is good, but also beautiful, and durability is obviously improved.
Description
Technical field
The invention belongs to technical field of buildings, connect sandwich thermal insulated structure plank more particularly to a kind of modularization nail.
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..With modern wood structure science and technology and timber treatment technology continue to develop, be fully solved fire prevention, it is moisture-proof,
The series of problems such as anti-corrosion, ant proof, sound insulation allow challenge of the timber in any building, and in projected life and use
On service life, wooden frame structure is considerably longer than concrete structure house.Timber structure and its industrialized continuous development build China
Industry really realizes the green, recyclable, sustainable of overall process.Therefore, ancient and modern timber buildings start gradually
The arena theatre of construction industry is returned to, mainly timber buildings have the advantages such as huge sustainable development: 1. green: the every life of forest
Long one cubic metre of timber, can absorb about 850 kilograms of carbon dioxide.And it produces 1 cubic metre of steel and discharges about 12 tons of carbon dioxide, 1
Cubic meter of concrete discharges about 3 tons of carbon dioxide.2. health: in timber buildings room air containing a large amount of polyphenol powde and by
The referred to as vitaminic anion of air, it is physically and mentally healthy beneficial to the people.3. energy conservation: the properties of heat preservation and energy saving of wooden frame structure is better than appointing
What his structure type.The insulation value of timber is 16 times higher than concrete, 400 times higher than steel, 1600 times higher than aluminium.4. ring
Protect: timber be naturally can growth material, steel, manufacture of cement cause air, water pollution.5. anti-seismic performance: timber structure has
Superior flexibility, good ductility and energy dissipation capacity.Even if strong earthquake makes whole building be detached from its basis, structure
It is often intact.Timber structure toughness is big, has very strong resistivity for moment impact load and Cyclic fatigue destruction,
There is optimal shock resistance, this point has sufficiently been proved in many big earthquake centres in all structures.6. durability: timber is one
The material that kind is stablized, the service life is long, durability is strong.The numerous ancient times Wood constructions in China experienced hardships precipitation in thousand, still stand erect.
External a large amount of wooden houses, are used for centuries, still play and preferably use function.7. fire resistance: through fire-retardant
The timber structure of processing has charing effect, and low conductivity effectively can prevent flame from inwardly spreading, to guarantee entire timber structure
It is not damaged within some time.8. flexible design, utilization rate are high: compared with steel construction, concrete structure and masonry structure, wood
The type of attachment of structure is the most various, and space layout is the most flexible, utilization rate highest.9. construction: the construction period of timber structure is most
It is short, and weatherproof, it can construct any time.
Timber buildings not only have huge sustainable development advantage, and have enormous industrial advantage: 1. assembling rate
High: concrete structure is difficult more than 80%, and timber structure can reach 100%.2. standardization, general rate are high: Structural Laminated Wood material list
One, standardization, generalization degree are higher than concrete structure.3. job-shop automation is horizontal high: timber structure machinability is strong, workshop structure
The percent of automatization of part production is much higher than concrete structure.4. processing cost is low: wood structures are not necessarily to mold, pour and conserve,
It processes time saving, saving of labor, save money.5. machining accuracy is high: timber structure process is all made of lathe program control operation, and machining accuracy is high.
6. transportation cost is low: timber structure not only light weight, and shape is more regular, without a large amount of exposed steel bar.7. assembling speed is fast: assembly
There is still a need for a large amount of wet constructions for concrete structure, in contrast, the timber structure construction period can be shortened several times.8. worker requires low:
Concrete structure assembly needs large quantities of high-quality professional contingents, a large amount of precisely operations, be in the milk with it is cast-in-place.Especially a large amount of reinforcing bar
Connection, operation difficulty are big.And the installation operation of timber structure is significant simplified.9. big component general assembly: due to timber structure light weight,
It is more regular, therefore big component general assembly can be used, industrialization degree is higher.
Stitching lamination wood (Nail-laminated timber, abbreviation NLT) is Building wood that is most simple, being easiest to acquisition
One of material, compared with orthogonal lamination wood, laminated wood and dowel lamination wood, the processing of stitching lamination wood is abnormal simple, anyone can be with
It is processed with hammer, is also easiest to realize mechanization, intelligent production certainly, and cost is minimum.
However, stitching lamination wood, orthogonal lamination wood, laminated wood and dowel lamination wood will not kept the temperature, sound insulating material into
Row modularization is integrated, increases field operation, and not only work on the spot is complicated, and also influences the durability of additional materials, and directly
Influence the normal use and maintenance of built structure.
Summary of the invention
It is integrated to carry out modularization to stitching lamination wood, improves and collect proportional, raising factory work is horizontal, avoids using
Chemical products, extended service life, and avoid environmental pollution.Plate lumber recovery is greatly improved, and using a large amount of
Internal cavities design method, the Integration ofTechnology for not only being kept the temperature, being insulated against sound more make the rigidity of same plate, stress performance significant
It improves, has more good recovery deformability, cost is greatly reduced.
To achieve the goals above, the technical solution adopted by the present invention are as follows:
Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint mainly include concrete foundation, modularization nail connection folder
Core insulation construction plank, troughing plate connector, pin；
Several troughing plate connectors are embedded in concrete foundation troughing plate connector waist level, two legs and concrete foundation square
To；Modularization nail connects sandwich thermal insulated structure plank in concrete foundation；
Two legs of troughing plate connector are inserted into modularization nail respectively and connect sandwich thermal insulated structure plank, wherein a leg insertion is perpendicular
Straight transverse direction skin lay-up plank-end is reinforced between reinforcing interlayer horizontal stack plank among connection, the vertical lateral table outside the leg
Layer laminate plank thickness is 88-95mm；
Another leg is inserted into the end farthest from vertical lateral skin lay-up plank and reinforces the intermediate reinforcement interlayer horizontal stack of connection
Plank and end adjacent thereto are reinforced between the intermediate reinforcement interlayer horizontal stack plank of connection, and modularization are followed closely connection folder
Core insulation construction plank is connect with troughing plate connector using pin, and the vertical longitudinal surface layer plank and end outside the leg are reinforced
The intermediate summation for reinforcing interlayer horizontal stack plank of connection is with a thickness of 76-88mm.
It mainly includes vertical lateral skin lay-up plank, vertical longitudinal direction that the modularization, which follows closely and connects sandwich thermal insulated structure plank,
Surface layer plank, end reinforce that connection is intermediate to be reinforced interlayer horizontal stack plank, intermediate reinforce interlayer horizontal stack plank, interior fill out guarantor
Warm core plate, nail；
The surface layer that plate body is located outside side is that several pieces of vertical lateral skin lay-up planks pass through nail connection, vertical transverse direction surface layer
Laminated wood is vertical, lateral arrangement, i.e., adjacent compared with wide plate face；After vertical transverse direction skin lay-up plank is using nail connection, plate face ruler
It is very little identical as the board size of the sandwich thermal insulated structure plank of modularization nail connection；
In the indoor direction side of vertical lateral skin lay-up plank, top and bottom are respectively that the intermediate reinforcement of connection is reinforced in end
The intermediate interlayer horizontal stack plank of reinforcing of the horizontal laminated wood of interlayer, top and bottom follows closely connection sandwich guarantor with modularization respectively
It is flushed at the top and bottom of warm structure plank, it is horizontal that the intermediate reinforcement interlayer horizontal stack plank of connection is reinforced in end；At top and
The end reinforcement connection of bottom is intermediate to be reinforced between interlayer horizontal stack plank, and several intermediate reinforcement interlayers is arranged from top to bottom
Horizontal stack plank, centre are reinforced interlayer horizontal stack plank and are horizontally arranged, and centre is reinforced between interlayer horizontal stack plank, with
And the intermediate reinforcement interlayer horizontal stack plank of connection is reinforced in end, the intermediate spacing reinforced between interlayer horizontal stack plank is
500-800mm；The intermediate reinforcement interlayer horizontal stack plank of connection is reinforced in end, centre reinforces every group of interlayer horizontal stack plank
Layer 2-4, wider face, which is successively followed closely, to be penetrated on vertical lateral skin lay-up plank, and centre is reinforced interlayer horizontal stack plank and is overlapped；
The surface layer that plate body is located outside side is that several vertical longitudinal surface layer planks reinforce interlayer horizontal stack wood with centre respectively
Plate is using nail connection, and the height of vertical longitudinal direction surface layer plank is the height that modularization nail connects sandwich thermal insulated structure plank, vertically
Longitudinal surface layer plank is vertical, and wider face reinforces interlayer horizontal stack plank with centre respectively and reinforces intermediate water with centre respectively
Flat laminated wood using nail connection, reinforce interlayer horizontal stack plank and continuously constitute plate by centre；
Reinforce reinforcing interlayer horizontal stack among connection in vertical lateral skin lay-up plank, vertical longitudinal surface layer plank, end
Heat preservation core plate is filled out in filling in the cavity that plank, intermediate reinforcement interlayer horizontal stack plank are surrounded.
It is kiln drying wood dimension stock that the intermediate interlayer horizontal stack plank of reinforcing of connection is reinforced in the end, with a thickness of 38-42mm,
Width is 140-185mm.
The intermediate interlayer horizontal stack plank of reinforcing is kiln drying wood dimension stock, with a thickness of 38-42mm, width 88-
90mm。
The beneficial effects of the present invention are:
Prefabrication is fully achieved, and can realize full-automatic, intelligent production, does not damage ecological environment, lumber recovery is substantially improved,
Realize that acoustical and thermal is integrated, inner void maximizes, and greatly improves plate stiffness and strength, improves shock resistance, can
It is built for high-story house, reduces material utilization amount；Structure is simple, and has impayable recoverable force ability, can conduct
Heat preserving exterior wall, and heat insulation house surface can be used for.The sandwich thermal insulated structure plank construction housing cost of modularization nail connection is low, processing letter
It is single, it is easy for construction, installation effectiveness is increased substantially, cost is reduced.Also, after the completion of building, nail is all built-in, not only stress
Can be good, and it is beautiful, and durability is obviously improved.
Detailed description of the invention
Sandwich thermal insulated structure plank is connected to the modularization nail in the present invention with reference to the accompanying drawing to be described further:
The schematic side view of Fig. 1 modularization stitching lamination wood heat-insulation wall plate and foundation connection joint.
Fig. 2 is the schematic side view that modularization nail connects sandwich thermal insulated structure plank.
Fig. 3 is the schematic top plan view that modularization nail connects sandwich thermal insulated structure plank.
1 is concrete foundation；2 connect sandwich thermal insulated structure plank for modularization nail；3 be troughing plate connector；4 be pin
Nail.
2-1 is vertical lateral skin lay-up plank；2-2 is vertical longitudinal surface layer plank；2-3 is that connection interlayer is reinforced in end
Horizontal stack plank；2-4 is intermediate reinforcement interlayer horizontal stack plank；2-5 fills out heat preservation core plate in being；2-6 is nail.
Specific embodiment
In order to further illustrate the present invention, connection folder is followed closely to modularization provided by the invention with reference to the accompanying drawings and embodiments
Core insulation construction plank is described in detail, but they cannot be interpreted as limiting the scope of the present invention.
A kind of modularization nail connects sandwich thermal insulated structure plank
Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint mainly include concrete foundation 1, modularization nail connection folder
Core insulation construction plank 2, troughing plate connector 3, pin 4；
Several troughing plate connectors 3 are embedded in concrete foundation 1, and the waist of troughing plate connector 3 is horizontal, two legs and coagulation
Earth foundation 1 is equidirectional；Modularization nail connects sandwich thermal insulated structure plank 2 and is placed in concrete foundation 1；
Two legs of troughing plate connector 3 are inserted into modularization nail respectively and connect in sandwich thermal insulated structure plank 2, wherein a leg
It is inserted into vertical transverse direction skin lay-up plank 2-1 and end is reinforced reinforcing between interlayer horizontal stack plank 2-3 among connection, the leg
Outer vertical lateral skin lay-up plank 2-1 with a thickness of 88-95mm；
It is folded that another leg is inserted into the end reinforcement connection intermediate reinforcement interlayer level farthest from vertical lateral skin lay-up plank 2-1
Layer plank 2-3 and end adjacent thereto reinforce that connection is intermediate to be reinforced between interlayer horizontal stack plank 2-3, and by modularization
Nail is connected sandwich thermal insulated structure plank 2 and is connect with troughing plate connector 3 using pin 4, vertical longitudinal surface layer wood outside the leg
The intermediate summation for reinforcing interlayer horizontal stack plank 2-3 of connection is reinforced with a thickness of 76-88mm in plate 2-2 and end.
Modularization nail connect sandwich thermal insulated structure plank 2 mainly include vertical lateral skin lay-up plank 2-1, it is vertical
Longitudinal surface layer plank 2-2, end reinforce the intermediate reinforcement interlayer horizontal stack plank 2-3 of connection, interlayer horizontal stack is reinforced in centre
Plank 2-4, it is interior fill out heat preservation core plate 2-5, nail 2-6；
It is several pieces of vertical transverse direction skin lay-up plank 2-1 by nail 2-6 connection that plate body, which is located outside the surface layer of side, vertical horizontal
Vertical to skin lay-up plank 2-1, lateral arrangement is that is, adjacent compared with wide plate face；Vertical transverse direction skin lay-up plank 2-1 is using nail 2-
After 6 connections, board size is identical as the board size of the sandwich thermal insulated structure plank of modularization nail connection；
In the indoor direction side of vertical lateral skin lay-up plank 2-1, top and bottom are respectively that end is reinforced among connection
Reinforce interlayer horizontal stack plank 2-3, the intermediate interlayer horizontal stack plank 2-4 that reinforces of top and bottom is followed closely with modularization respectively
It connects and is flushed at the top and bottom of sandwich thermal insulated structure plank, the intermediate reinforcement interlayer horizontal stack plank 2-3 of connection is reinforced in end
It is horizontal；Reinforce reinforcing between interlayer horizontal stack plank 2-3 among connection in the end of top and bottom, if being arranged from top to bottom
Dry intermediate reinforcement interlayer horizontal stack plank 2-4, centre are reinforced interlayer horizontal stack plank 2-4 and are horizontally arranged, centre reinforcement
The intermediate reinforcement interlayer horizontal stack plank 2-3 of connection is reinforced between the horizontal laminated wood 2-4 of interlayer and end, centre is reinforced
Spacing between the horizontal laminated wood 2-4 of interlayer is 500-800mm；Reinforce the intermediate reinforcement interlayer horizontal stack plank of connection in end
2-3, intermediate reinforcement interlayer horizontal stack plank 2-4 every group of layer 2-4, wider face, which is successively followed closely, to be penetrated in vertical lateral skin lay-up wood
On plate 2-1, centre is reinforced interlayer horizontal stack plank 2-4 and is overlapped；
The surface layer that plate body is located outside side is that several vertical longitudinal direction surface layer plank 2-2 reinforce interlayer horizontal stack with centre respectively
For plank 2-4 using nail 2-6 connection, the height of vertical longitudinal direction surface layer plank 2-2 is that modularization nail connects sandwich thermal insulated structure plank
Height, vertical longitudinal direction surface layer plank 2-2 is vertical, and wider face is reinforced interlayer horizontal stack plank 2-4 with centre respectively and divided
Do not reinforce interlayer horizontal stack plank 2-4 with centre to connect using nail 2-6, it is continuous that interlayer horizontal stack plank 2-4 is reinforced in centre
Constitute plate；
Reinforce reinforcing intermediate water among connection in vertical lateral skin lay-up plank 2-1, vertical longitudinal direction surface layer plank 2-2, end
Heat preservation core plate 2-5 is filled out in filling in the cavity that flat laminated wood 2-3, intermediate reinforcement interlayer horizontal stack plank 2-4 are surrounded.
It is kiln drying wood dimension stock that the intermediate interlayer horizontal stack plank 2-3 that reinforces of connection is reinforced in the end, with a thickness of 38-
42mm, width 140-185mm.
The intermediate interlayer horizontal stack plank 2-4 that reinforces is kiln drying wood dimension stock, and with a thickness of 38-42mm, width is
88-90mm。
The above is only a 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 are also answered
It is considered as protection scope of the present invention.
Claims (4)
1. a kind of modularization stitching lamination wood heat-insulation wall plate and foundation connection joint, including concrete foundation (1), modularization nail connect
Connect sandwich thermal insulated structure plank (2), troughing plate connector (3), pin (4), it is characterised in that:
Several troughing plate connectors (3) are embedded in concrete foundation (1), and the waist of troughing plate connector (3) is horizontal, two legs
It is equidirectional with concrete foundation (1)；Modularization nail connects sandwich thermal insulated structure plank (2) and is placed on concrete foundation (1)；
Two legs of troughing plate connector (3) are inserted into modularization nail respectively and connect in sandwich thermal insulated structure plank (2), wherein one
Intermediate reinforcement interlayer horizontal stack plank (2-3) of connection is reinforced in the vertical lateral skin lay-up plank (2-1) of leg insertion and end
Between, vertical lateral skin lay-up plank (2-1) outside the leg with a thickness of 88-95mm；
It is horizontal that another leg is inserted into the end reinforcement connection intermediate reinforcement interlayer farthest from vertical lateral skin lay-up plank (2-1)
Laminated wood (2-3) and end adjacent thereto are reinforced between intermediate reinforcement interlayer horizontal stack plank (2-3) of connection, and will
Modularization nail is connected sandwich thermal insulated structure plank (2) and is connect with troughing plate connector (3) using pin (4), perpendicular outside the leg
The intermediate summation for reinforcing interlayer horizontal stack plank (2-3) of connection is reinforced with a thickness of 76- in straight longitudinal direction surface layer plank (2-2) and end
88mm。
2. modularization stitching lamination wood heat-insulation wall plate according to claim 1 and foundation connection joint, it is characterised in that: institute
Stating modularization nail and connecting sandwich thermal insulated structure plank (2) mainly includes vertical lateral skin lay-up plank (2-1), vertical vertical table
Layer plank (2-2), intermediate reinforcement interlayer horizontal stack plank (2-3) of end reinforcement connection, intermediate reinforcement interlayer horizontal stack wood
Plate (2-4), it is interior fill out heat preservation core plate (2-5), nail (2-6)；
It is several pieces of vertical lateral skin lay-up planks (2-1) by nail (2-6) connection that plate body, which is located outside the surface layer of side, is erected
Vertically, lateral arrangement is that is, adjacent compared with wide plate face for straight transverse direction skin lay-up plank (2-1)；Vertical transverse direction skin lay-up plank (2-1)
After nail (2-6) connection, board size is identical as the board size of the sandwich thermal insulated structure plank of modularization nail connection；
In the indoor direction side of vertical lateral skin lay-up plank (2-1), top and bottom are respectively that end is reinforced in connection
Between reinforce interlayer horizontal stack plank (2-3), top and bottom it is intermediate reinforce interlayer horizontal stack plank (2-4) respectively with mould
Blockization nail connects to be flushed at the top and bottom of sandwich thermal insulated structure plank, and end is reinforced reinforcing interlayer horizontal stack wood among connection
Plate (2-3) is horizontal；Reinforce reinforcing between interlayer horizontal stack plank (2-3) among connection in the end of top and bottom, from upper
Intermediate reinforcement interlayer horizontal stack plank (2-4) several to lower setting, it is horizontal that interlayer horizontal stack plank (2-4) is reinforced in centre
It places, centre, which is reinforced between interlayer horizontal stack plank (2-4), and end reinforcement connection is intermediate reinforces interlayer horizontal stack wood
Plate (2-3), the intermediate spacing reinforced between interlayer horizontal stack plank (2-4) are 500-800mm；Reinforce adding among connection in end
The strong horizontal laminated wood of interlayer (2-3) and intermediate reinforcement every group of layer 2-4, wider face interlayer horizontal stack plank (2-4) are layer-by-layer
Nail is penetrated on vertical lateral skin lay-up plank (2-1), and centre is reinforced interlayer horizontal stack plank (2-4) and is overlapped；
The surface layer that plate body is located outside side is that several vertical longitudinal surface layer planks (2-2) are folded with centre reinforcement interlayer level respectively
For layer plank (2-4) using nail (2-6) connection, the height of vertical longitudinal direction surface layer plank (2-2) is that modularization nail connection is sandwich thermal insulated
The height of structure plank, vertical longitudinal direction surface layer plank (2-2) is vertical, and interlayer horizontal stack is reinforced with centre respectively in wider face
Plank (2-4) is reinforced interlayer horizontal stack plank (2-4) with centre respectively and is connect using nail (2-6), and it is horizontal that interlayer is reinforced in centre
Laminated wood (2-4) continuously constitutes plate；
Reinforce connecting intermediate reinforcement clamp in vertical lateral skin lay-up plank (2-1), vertical longitudinal surface layer plank (2-2), end
Heat preservation core is filled out in filling in the cavity that layer horizontal stack plank (2-3), intermediate reinforcement interlayer horizontal stack plank (2-4) are surrounded
Plate (2-5).
3. modularization stitching lamination wood heat-insulation wall plate according to claim 2 and foundation connection joint, it is characterised in that: institute
Stating end to reinforce intermediate reinforce interlayer horizontal stack plank (2-3) of connection is kiln drying wood dimension stock, with a thickness of 38-42mm, width
For 140-185mm.
4. modularization stitching lamination wood heat-insulation wall plate according to claim 2 and foundation connection joint, it is characterised in that: institute
Stating intermediate reinforce interlayer horizontal stack plank (2-4) is kiln drying wood dimension stock, with a thickness of 38-42mm, width 88-90mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811459630.XA CN109296091A (en) | 2018-11-30 | 2018-11-30 | Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811459630.XA CN109296091A (en) | 2018-11-30 | 2018-11-30 | Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109296091A true CN109296091A (en) | 2019-02-01 |
Family
ID=65141491
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811459630.XA Withdrawn CN109296091A (en) | 2018-11-30 | 2018-11-30 | Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109296091A (en) |
-
2018
- 2018-11-30 CN CN201811459630.XA patent/CN109296091A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109235634A (en) | Thin-walled I-steel cork wood composite structure load bearing heat preserving wallboard-floor node | |
| CN209227757U (en) | Modularization stitching lamination wood keeps the temperature multifunction structure plate | |
| CN209227809U (en) | Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint | |
| CN108193788A (en) | NCCLT thermal insulation boards and attaching method thereof | |
| CN109235635A (en) | Thin-wall rectangular steel cork wood composite structure load bearing heat preserving wallboard-floor node | |
| CN209261033U (en) | Reinforced modularization stitching lamination wood heat preservation structural plate | |
| CN109296091A (en) | Modularization stitching lamination wood heat-insulation wall plate and foundation connection joint | |
| CN208309878U (en) | Insulation board Side fascia and roof boarding connecting node | |
| CN208309856U (en) | Insulation board | |
| CN109235673A (en) | Modularization stitching lamination wood insulation board | |
| CN209227810U (en) | Two wallboards, the one floor connecting node of modularization stitching lamination wood heat preservation structural plate | |
| CN208870204U (en) | NCCLT insulation board with door opening | |
| CN209260893U (en) | Modularization stitching lamination wood heat preservation structural plate with door opening | |
| CN209369091U (en) | Modularization stitching lamination wood sound insulation multifunction structure plate crisscross joint | |
| CN209227756U (en) | Modularization stitching lamination wood keeps the temperature the wallboard and roofing plate node of multifunction structure plate | |
| CN209261034U (en) | Modularization stitching lamination wood heat preservation structural plate with window hole | |
| CN109296127A (en) | Reinforced modularization stitching lamination wood heat preservation structural plate | |
| CN209260937U (en) | Modularization stitching lamination wood insulation board | |
| CN209369090U (en) | Modularization stitching lamination wood sound insulating structure plate | |
| CN109296093A (en) | Modularization deflecting stitching lamination wood heat preservation structural plate | |
| CN108204057A (en) | The connection method of NCCLT thermal insulation boards and its wallboard and roof boarding | |
| CN209261032U (en) | Modularization stitching lamination wood thermal insulation bearing sheets | |
| CN109296092A (en) | Modularization deflecting stitching lamination wood heat preservation structural plate L shape connecting node | |
| CN109296064A (en) | Modularization stitching lamination wood keeps the temperature multifunction structure plate | |
| CN109296090A (en) | Two wallboards, the one floor connecting node of modularization stitching lamination wood heat preservation structural plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190201 |