CN109881801A - Assembled sandwich insulation board and its cross energy dissipation node - Google Patents
Assembled sandwich insulation board and its cross energy dissipation node Download PDFInfo
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- CN109881801A CN109881801A CN201910264652.9A CN201910264652A CN109881801A CN 109881801 A CN109881801 A CN 109881801A CN 201910264652 A CN201910264652 A CN 201910264652A CN 109881801 A CN109881801 A CN 109881801A
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- Prior art keywords
- wallboard
- connection
- insulation board
- reinforcement
- insulating layer
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Abstract
The present invention provides a kind of assembled sandwich insulation board and its cross energy dissipation nodes, belong to technical field of buildings.Three rows arrange inside and outside sandwich insulating layer, and assembled sandwich insulation board outer layer is concrete outer layer, are laterally separated by concrete intermediate interlayer between the sandwich insulating layer of adjacent row;Protrusion is respectively set in the vertical muscle of connecting pin setting connection reinforcement and recess portion, four connecting pins for connecting wallboard for dividing wallboard.Beneficial effect is that installation operation simplifies, assembling speed is fast, industrial process can be pushed, setting connection stirrup indulges muscle to connection reinforcement and carries out anchor connection, and good anchorage effect can prevent node from sliding deformation occurs, and drawing destruction will not occur when earthquake comes, simultaneously in earthquake, when micro-displacement occurs for node, divides wallboard that connection stirrup can be driven to reinforcement by connection energy consumption steel pipe tension and compression energy consumption, node is made to have certain bumper and absorbing shock ability while there is certain bonding strength and rigidity.
Description
Technical field
The invention belongs to technical field of buildings, consume more particularly to a kind of assembled sandwich insulation board and its cross antidetonation
It can node.
Background technique
The one of major measure of building energy conservation is to be kept the temperature, with the transmitting of heat inside and outside this control room to reach
The effect of building energy conservation, fire protecting performance cool in summer and warm in winter depend primarily in house for constituting roof, wall and floor each section
Integral material.After the 1970s, development and application under construction, the novel guarantor of external most attention thermal insulation material
Adiabator is also constantly emerging in large numbers, and makes every effort to the consumption that the energy is greatly reduced, to reduce environmental pollution and greenhouse effects.
However, before 1980, the development of thermal insulation material is very slow, and the connectivity of wall entirety is poor, and shock resistance is or not China
Height affected and uses and promote, but by effort in more than 30 years, especially passed through nearly 20 years high speed developments, many products from
Without to having, from single to diversification, quality from low to high, formed with expanded perlite, mineral wool, mineral wool, foamed plastics,
The complete industry of variety protection based on refractory fibre, heat-insulating calcium silicate product etc..Polyurethane material is most logical in the world at present
It is also the best thermal insulation material of performance.Hard polyaminoester has many excellent performances, as heat preserving and insulating material, in America and Europe
Country is widely used in roof, wall, ceiling, floor, door and window of building etc., according to statistics, with developed country similar in weather
It compares, China's construction unit area energy consumption is still their 3 ~ 5 times.Building energy conservation is that potentiality are maximum, most in various energy saving ways
It is the most effective measure for alleviating energy shortage for direct, effective mode.And in building energy consumption, because of energy consumption caused by exterior wall
Account for about 50% or more of building total energy consumption, thus wall thermal insulating is the key that realize building energy conservation, clay brick produces the danger to environment
Evil is well-known, and burning will expend a large amount of energy, and the exhaust gas generated causes air pollution, greenhouse effects and acid
Rain, existing building have that heat insulation effect cannot keep excellent condition for a long time, and reason is the heat-preservation cotton in wall
It can absorb and enter the intracorporal moisture of wall in air, long period back wall inside holding cotton can decline due to quality of making moist increases, and protect
The level of comfort of warm reduced capability, inhabitation also decreases.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of assembled sandwich insulation board and its cross is anti-
Shake energy dissipation node, installation operation simplify, assembling speed is fast, can push industrial process, make node have certain bonding strength and
Have certain bumper and absorbing shock ability while rigidity, reduce energy consumption, can avoid in wallboard without using other heat preserving modes
With heat preservation non-at connecting node position heat bridge effect.
To achieve the goals above, the technical solution adopted by the present invention are as follows:
Three rows arrange inside and outside sandwich insulating layer, use and are uniformly distributed with the sandwich insulating layer between row, the sandwich between difference row
Insulating layer is arranged in a staggered manner;Assembled sandwich insulation board outer layer is concrete outer layer, longitudinally by coagulation between every row's sandwich insulating layer
Native rib partition, the concrete rib of adjacent row are mutually staggered, are laterally spaced in concrete between the sandwich insulating layer of adjacent row
Layer partition;Protrusion is respectively set in the vertical muscle of connecting pin setting connection reinforcement and recess portion, four connecting pins for connecting wallboard for dividing wallboard,
Setting connection reinforcement indulges muscle and sandwich insulating layer in connecting wallboard, in the center setting reinforcement by connection energy consumption steel of connection wallboard
Pipe divides the protrusion for connecting wallboard insertion in the recess portion of wallboard, when to dividing wallboard and connection wallboard to be attached using connection
Stirrup to divide wallboard and connect wallboard connecting pin be attached, while to the connection reinforcement divided in wallboard indulge muscle and connection wallboard
In part connection reinforcement indulge muscle and carry out anchor connection, improve anchorage effect and insulation board bonding strength, while it is equal to connect stirrup
Reinforcement by connection energy consumption steel pipe setting is entangled, is filled dividing to be arranged between wallboard, the connecting pin for connecting wallboard without heat bridge shock absorbing resilient
Material.
Further, the thickness of the concrete rib is arranged in 60 ~ 80mm.
Further, the sandwich insulating layer uses hard polyurethane foam board.
Further, the thickness of the concrete outer layer is arranged in 30 ~ 40mm.
Further, the thickness of the concrete intermediate interlayer is arranged in 80 ~ 90mm.
Further, the connection reinforcement indulges muscle, connects the outer surface of stirrup brushed with corrosion-inhibiting coating.
Further, the connection reinforcement indulges muscle, connection stirrup is connected using welding manner and guarantees to anchor enough strong
Degree.
Further, the no heat bridge shock absorbing resilient packing material is using thermal insulation mortar and resin viscose binder mixing system
At, can play simultaneously eliminate heat bridge and increase connecting node adhesive property and antidetonation buffer capacity.
Further, reinforcement by connection energy consumption steel pipe is made of low yield point steel plate.
It operating the beneficial effects of the invention are as follows installation and significantly simplifies, assembling speed is fast, is conducive to push process of industrialization,
Setting concrete outer layer protects insulation board inside, and setting connection stirrup indulges muscle to connection reinforcement and carries out anchor connection, mentions
High score wallboard and connection wallboard connection reinforcement effect, node can be prevented by improving bonding strength and stability, good anchorage effect
Sliding deformation occurs, drawing destruction will not occur when earthquake comes, while in earthquake, when micro-displacement occurs for node, dividing wall
Plate can drive connection stirrup to reinforcement by connection energy consumption steel pipe tension and compression energy consumption, and connecting node is made to have certain bonding strength and rigidity
It is provided simultaneously with certain bumper and absorbing shock ability, the connection design of protrusion insertion recess portion, different row's sandwich insulating layers are staggered and set in node
The arrangement architecture set, setting can be eliminated inside wallboard and connection section without heat bridge shock absorbing resilient packing material between wallboard connecting pin
Heat bridge at reduces energy consumption, improves thermal insulation property, can avoid in wallboard and connects without using other heat preserving modes
The heat bridge effect at non-heat preservation position at node.
Detailed description of the invention
Fig. 1 is the cross section signal of assembled sandwich insulation board of the present invention and its cross energy dissipation node continuous segment
Figure.
Cross section signal when Fig. 2 is assembled sandwich insulation board of the present invention and its connection of cross energy dissipation node
Figure.
Fig. 3 is to divide wallboard schematic cross-sectional view in the present invention.
Fig. 4 is that wallboard schematic cross-sectional view is connected in the present invention.
Fig. 5 is that stirrup schematic diagram is connected in the present invention.
In figure: 1 indulges muscle for connection reinforcement;2 be connection stirrup;3 be reinforcement by connection energy consumption steel pipe;4 be concrete outer layer;5
For concrete intermediate interlayer;6 be concrete rib;7 be sandwich insulating layer;8 be to divide wallboard;9 be connection wallboard;10 be protrusion;11
For recess portion;12 be no heat bridge shock absorbing resilient packing material.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment 1
As shown in Figure 1, three rows arrange inside and outside sandwich insulating layer 7, uses and be uniformly distributed with the sandwich insulating layer 7 between row, it is different
Sandwich insulating layer 7 between row is arranged in a staggered manner;Assembled sandwich insulation board outer layer is concrete outer layer 4, every row's sandwich insulating layer 7
Between longitudinally separated by concrete rib 6, the concrete rib 6 of adjacent row is mutually staggered, horizontal between the sandwich insulating layer 7 of adjacent row
Separate to by concrete intermediate interlayer 5.The thickness of the concrete rib 6 is arranged in 60mm.The sandwich insulating layer 7 uses
Hard polyurethane foam board.The thickness of the concrete outer layer 4 is arranged in 30mm.The thickness of the concrete intermediate interlayer 5
Degree is arranged in 80mm.
As shown in Fig. 2 ~ 5, divides the connecting pin of wallboard 8 that connection reinforcement is set and indulge muscle 1 and recess portion 11, connect four of wallboard 9
Protrusion 10 is respectively set in connecting pin, and setting connection reinforcement indulges muscle 1 and sandwich insulating layer 7 in connection wallboard 9, in connection wallboard 9
Center setting reinforcement by connection consume energy steel pipe 3, to divide wallboard 8 and connection wallboard 9 be attached when, will connect wallboard 9 it is convex
Portion 10 insertion divides in the recess portion 11 of wallboard 8, using connection stirrup 2 to divide wallboard 8 and connect wallboard 9 connecting pin be attached,
The vertical muscle 1 of part connection reinforcement in muscle 1 and connection wallboard 9 is indulged to the connection reinforcement divided in wallboard 8 simultaneously and carries out anchor connection, is mentioned
High anchorage effect and insulation board bonding strength, while connecting stirrup 2 and entangling the reinforcement by connection energy consumption setting of steel pipe 3, dividing wallboard
8, it connects and is arranged between the connecting pin of wallboard 9 without heat bridge shock absorbing resilient packing material 12.The connection reinforcement indulges muscle 1, connection
The outer surface of stirrup 2 is brushed with corrosion-inhibiting coating.The connection reinforcement indulges muscle 1, connection stirrup 2 is connected and guaranteed using welding manner
Enough anchoring strengths.Described is made without heat bridge shock absorbing resilient packing material 12 using thermal insulation mortar and the mixing of resin viscose binder
At, can play simultaneously eliminate heat bridge and increase connecting node adhesive property and antidetonation buffer capacity.The reinforcement by connection consumption
Energy steel pipe 3 is made of low yield point steel plate.
Embodiment 2
As shown in Figure 1, three rows arrange inside and outside sandwich insulating layer 7, uses and be uniformly distributed with the sandwich insulating layer 7 between row, it is different
Sandwich insulating layer 7 between row is arranged in a staggered manner;Assembled sandwich insulation board outer layer is concrete outer layer 4, every row's sandwich insulating layer 7
Between longitudinally separated by concrete rib 6, the concrete rib 6 of adjacent row is mutually staggered, horizontal between the sandwich insulating layer 7 of adjacent row
Separate to by concrete intermediate interlayer 5.The thickness of the concrete rib 6 is arranged in 70mm.The sandwich insulating layer 7 uses
Hard polyurethane foam board.The thickness of the concrete outer layer 4 is arranged in 35mm.The thickness of the concrete intermediate interlayer 5
Degree is arranged in 85mm.
As shown in Fig. 2 ~ 5, divides the connecting pin of wallboard 8 that connection reinforcement is set and indulge muscle 1 and recess portion 11, connect four of wallboard 9
Protrusion 10 is respectively set in connecting pin, and setting connection reinforcement indulges muscle 1 and sandwich insulating layer 7 in connection wallboard 9, in connection wallboard 9
Center setting reinforcement by connection consume energy steel pipe 3, to divide wallboard 8 and connection wallboard 9 be attached when, will connect wallboard 9 it is convex
Portion 10 insertion divides in the recess portion 11 of wallboard 8, using connection stirrup 2 to divide wallboard 8 and connect wallboard 9 connecting pin be attached,
The vertical muscle 1 of part connection reinforcement in muscle 1 and connection wallboard 9 is indulged to the connection reinforcement divided in wallboard 8 simultaneously and carries out anchor connection, is mentioned
High anchorage effect and insulation board bonding strength, while connecting stirrup 2 and entangling the reinforcement by connection energy consumption setting of steel pipe 3, dividing wallboard
8, it connects and is arranged between the connecting pin of wallboard 9 without heat bridge shock absorbing resilient packing material 12.The connection reinforcement indulges muscle 1, connection
The outer surface of stirrup 2 is brushed with corrosion-inhibiting coating.The connection reinforcement indulges muscle 1, connection stirrup 2 is connected and guaranteed using welding manner
Enough anchoring strengths.Described is made without heat bridge shock absorbing resilient packing material 12 using thermal insulation mortar and the mixing of resin viscose binder
At, can play simultaneously eliminate heat bridge and increase connecting node adhesive property and antidetonation buffer capacity.The reinforcement by connection consumption
Energy steel pipe 3 is made of low yield point steel plate.
Embodiment 3
As shown in Figure 1, three rows arrange inside and outside sandwich insulating layer 7, uses and be uniformly distributed with the sandwich insulating layer 7 between row, it is different
Sandwich insulating layer 7 between row is arranged in a staggered manner;Assembled sandwich insulation board outer layer is concrete outer layer 4, every row's sandwich insulating layer 7
Between longitudinally separated by concrete rib 6, the concrete rib 6 of adjacent row is mutually staggered, horizontal between the sandwich insulating layer 7 of adjacent row
Separate to by concrete intermediate interlayer 5.The thickness of the concrete rib 6 is arranged in 80mm.The sandwich insulating layer 7 uses
Hard polyurethane foam board.The thickness of the concrete outer layer 4 is arranged in 40mm.The thickness of the concrete intermediate interlayer 5
Degree is arranged in 90mm.
As shown in Fig. 2 ~ 5, divides the connecting pin of wallboard 8 that connection reinforcement is set and indulge muscle 1 and recess portion 11, connect four of wallboard 9
Protrusion 10 is respectively set in connecting pin, and setting connection reinforcement indulges muscle 1 and sandwich insulating layer 7 in connection wallboard 9, in connection wallboard 9
Center setting reinforcement by connection consume energy steel pipe 3, to divide wallboard 8 and connection wallboard 9 be attached when, will connect wallboard 9 it is convex
Portion 10 insertion divides in the recess portion 11 of wallboard 8, using connection stirrup 2 to divide wallboard 8 and connect wallboard 9 connecting pin be attached,
The vertical muscle 1 of part connection reinforcement in muscle 1 and connection wallboard 9 is indulged to the connection reinforcement divided in wallboard 8 simultaneously and carries out anchor connection, is mentioned
High anchorage effect and insulation board bonding strength, while connecting stirrup 2 and entangling the reinforcement by connection energy consumption setting of steel pipe 3, dividing wallboard
8, it connects and is arranged between the connecting pin of wallboard 9 without heat bridge shock absorbing resilient packing material 12.The connection reinforcement indulges muscle 1, connection
The outer surface of stirrup 2 is brushed with corrosion-inhibiting coating.The connection reinforcement indulges muscle 1, connection stirrup 2 is connected and guaranteed using welding manner
Enough anchoring strengths.Described is made without heat bridge shock absorbing resilient packing material 12 using thermal insulation mortar and the mixing of resin viscose binder
At, can play simultaneously eliminate heat bridge and increase connecting node adhesive property and antidetonation buffer capacity.The reinforcement by connection consumption
Energy steel pipe 3 is made of low yield point steel plate.
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 (9)
1. a kind of assembled sandwich insulation board and its cross energy dissipation node, it is characterised in that:
Three rows arrange inside and outside sandwich insulating layer (7), use and are uniformly distributed with the sandwich insulating layer (7) between row, between difference row
Sandwich insulating layer (7) be arranged in a staggered manner;Assembled sandwich insulation board outer layer is concrete outer layer (4), every row's sandwich insulating layer (7)
Between longitudinally separated by concrete rib (6), the concrete rib (6) of adjacent row is mutually staggered, the sandwich insulating layer (7) of adjacent row
Between laterally by concrete intermediate interlayer (5) separate;The connecting pin setting connection reinforcement of wallboard (8) is divided to indulge muscle (1) and recess portion
(11), protrusion (10) are respectively set in four connecting pins for connecting wallboard (9), and setting connection reinforcement indulges muscle in connection wallboard (9)
(1) and sandwich insulating layer (7), at the center of connection wallboard (9), setting reinforcement by connection consumes energy steel pipe (3), to divide wallboard (8) and
When connection wallboard (9) is attached, protrusion (10) insertion for connecting wallboard (9) is divided in the recess portion (11) of wallboard (8), using even
Box cupling muscle (2) is attached to dividing wallboard (8) and connect the connecting pin of wallboard (9), while to the connection reinforcement divided in wallboard (8)
Vertical muscle (1) and the part connection reinforcement connected in wallboard (9) indulge muscle (1) progress anchor connection, while connecting stirrup (2) and entangling
Reinforcement by connection energy consumption steel pipe (3) setting is arranged dividing between wallboard (8), the connecting pin for connecting wallboard (9) without heat bridge shock absorbing resilient
Packing material (12).
2. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the thickness of the concrete rib (6) is arranged in 60 ~ 80mm.
3. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the sandwich insulating layer (7) uses hard polyurethane foam board.
4. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the thickness of the concrete outer layer (4) is arranged in 30 ~ 40mm.
5. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the thickness of the concrete intermediate interlayer (5) is arranged in 80 ~ 90mm.
6. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the connection reinforcement indulges muscle (1), the outer surface of connection stirrup (2) is brushed with corrosion-inhibiting coating.
7. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the connection reinforcement indulges muscle (1), connection stirrup (2) is connected using welding manner and guarantees enough anchoring strengths.
8. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: the no heat bridge shock absorbing resilient packing material (12) is mixed using thermal insulation mortar and resin viscose binder.
9. a kind of assembled sandwich insulation board according to claim 1 and its cross energy dissipation node, feature exist
In: reinforcement by connection energy consumption steel pipe (3) is made of low yield point steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201910264652.9A CN109881801A (en) | 2019-04-03 | 2019-04-03 | Assembled sandwich insulation board and its cross energy dissipation node |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910264652.9A CN109881801A (en) | 2019-04-03 | 2019-04-03 | Assembled sandwich insulation board and its cross energy dissipation node |
Publications (1)
Publication Number | Publication Date |
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CN109881801A true CN109881801A (en) | 2019-06-14 |
Family
ID=66935860
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201910264652.9A Withdrawn CN109881801A (en) | 2019-04-03 | 2019-04-03 | Assembled sandwich insulation board and its cross energy dissipation node |
Country Status (1)
Country | Link |
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CN (1) | CN109881801A (en) |
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2019
- 2019-04-03 CN CN201910264652.9A patent/CN109881801A/en not_active Withdrawn
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Application publication date: 20190614 |