CN208981631U - Thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node - Google Patents
Thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node Download PDFInfo
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Abstract
The utility model belongs to technical field of buildings, more particularly to thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node.Two pieces light steel cork wood composite structure load bearing heat preserving wallboard is vertically placed on bottom entirety wooden frame, top layer entirety wooden frame is arranged in top, is all made of nail connection；At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard, it is connected by screw bolts；At vertical seam, bottom entirety wooden frame and top layer entirety wooden frame are continuous.The effect and advantage of the utility model are that overall stiffness is big, it can effectively prevent wallboard and flat out-of-plane buckling occur, avoid structure overall collapse, and the security performance of light steel house can be obviously improved, offer industrialized level has been provided, big component, integration production and processing are carried out to load bearing heat preserving integrated wallboard, take into account heat preservation and construction, heat bridge is not only cut off, but also it is also simple and convenient to construct.
Description
Technical field
The utility model belongs to technical field of buildings, more particularly to thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wall
Plate linear type node.
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 China builds Novel wooden
There is also many mistaken ideas for the extensive use built.
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.
Ancient and modern timber buildings start the arena theatre for gradually returning to construction industry, and mainly timber structure is built
It builds with advantages such as huge sustainable developments: 1. green: forest one cubic metre of timber of every growth, the titanium dioxide caning absorb in atmosphere
About 850 kilograms of carbon.And produce one cubic metre of steel and discharge 12 tons of carbon dioxide, a cubic meter of concrete discharges 3 tons of carbon dioxide.
In addition, containing a large amount of polyphenol powde and the referred to as vitaminic anion of air in timber buildings room air, beneficial to the people
It is physically and mentally healthy.2. energy conservation: the properties of heat preservation and energy saving of wooden frame structure is better than other any other structure types.The insulation value of timber
It is 16 times higher than concrete, it is 400 times higher than steel, it is 1600 times higher than aluminium.3. environmental protection: timber be naturally can growth material, steel
It is 120 times big to the damage ratio timber of water.4. anti-seismic performance: timber structure has superior flexibility, good ductility and energy consumption energy
Power.Even if strong earthquake makes whole building be detached from its basis, structure is also often intact.Timber structure toughness is big, for
Moment impact load and Cyclic fatigue destruction have very strong resistivity, have optimal shock resistance in all structures, this
A little sufficiently proved in many big earthquake centres.5. durability: timber is a kind of stabilization, the material that the service life is long, durability is strong.
The numerous ancient times Wood constructions in China experienced the hardships precipitation of more than one thousand years, still stand erect.External a large amount of wooden houses, have used
Centuries still plays and preferably to use function.6. fire resistance: the timber structure of flame retardant treatment has charing effect, low
Conductibility effectively can prevent flame from inwardly spreading, to guarantee that entire timber structure is not damaged within some time.7. design spirit
Living, utilization rate height: compared with steel construction, concrete structure and masonry structure, the type of attachment of timber structure is the most various, space cloth
The most flexible, the utilization rate highest of office.8. construction: the construction period of timber structure is most short, and weatherproof, all may be used any time
With construction.
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.
The combination collaboration of steel wood component easily forms rationally efficient new structural form；And the steel construction auxiliary of part, can have
The innovation of the freedom degree that the relieving timber structure form of effect itself is pioneered and invented, steel wood composite construction form modern first shows spirit
It is living to use modern structure theoretical result, and the combination based on different carrying systems, the mixing of comprehensive various structural advantages and
In space structure.Further, since using novel node, many traditional integrality performance of the structure are significantly improved, are working as
It is also continued to introduce new in architectural creation, these structure types not only can solve the span that numerous traditional timber structures face and ask
Topic, but also bring the modern wood structure form of expression abundant.
The rigidity of lightweight steel construction is small, is easy to appear flat out-of-plane buckling, and be easy overall collapse.And due to keeping the temperature problem, very
Hardly possible forms modularization processing and fabricating.
The light steel cork wood composite structure load bearing heat preserving wallboard production of the utility model is simple, at low cost, and intensity is high, installation is simple
Just.
Utility model content
In order to improve the security performance of light steel house, improves the overall stiffness of light steel frame, prevents it from occurring to bend outside plane
Song avoids structure overall collapse.Industrialized level is promoted, big component is carried out to load bearing heat preserving integrated wallboard, integration produces
Processing, develop clear a kind of good integrity, power transmission, simple structure, it is safe and reliable, save material and light steel cork wood easy for construction
Composite structure load bearing heat preserving wallboard, the problems such as can be effectively solved the stress of timber structure node, cost and construction.
The technical solution adopted in the utility model is as follows:
Thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, including light steel cork wood composite structure load-bearing
Heat-insulation wall plate, bottom entirety wooden frame, top layer entirety wooden frame, nail, bolt；
Bottom is straight bottom entirety wooden frame, and two pieces light steel cork wood composite structure load bearing heat preserving wallboard is vertically placed to bottom
On the whole wooden frame of layer, keel are connected from the involute thin-walled C-shaped steel bottom beam of light steel cork wood composite structure load bearing heat preserving wallboard using nail
It is interior to apply nail to bottom entirety wooden frame；
Top layer entirety wooden frame is arranged in the top of two pieces light steel cork wood composite structure load bearing heat preserving wallboard, light from light steel using following closely
Nail is applied to top layer entirety wooden frame in the involute thin-walled C-shaped steel top beam connection keel of the wooden composite structure load bearing heat preserving wallboard；
It is using bolt that the curls inward of two sides is thin at the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard
Wall C-type steel connects centre keel connection；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard, bottom entirety wooden frame and top layer are whole
Wooden frame is continuous.
Further, the light steel cork wood composite structure load bearing heat preserving wallboard includes involute thin-walled C-shaped steel top beam connection dragon
Bone, involute thin-walled C-shaped steel bottom beam connection keel, outer volume thin-walled C-shaped steel centre keel, involute thin-walled C-shaped steel connect centre keel, level
Rough ground, top beam connection rough ground, bottom beam connection rough ground, two sides insulation board, center insulation board, bridge cut-off connect bolt, light steel
Cork wood bearing structural system, light steelframe；
The both ends of light steelframe are that vertical involute thin-walled C-shaped steel connects centre keel, connect centre keel in involute thin-walled C-shaped steel
Between be uniformly distributed multiple outer volume thin-walled C-shaped steel centre keels, outer volume thin-walled C-shaped steel centre keel connect with involute thin-walled C-shaped steel and is erected
Keel are in the same plane；The opening direction of involute thin-walled C-shaped steel connection centre keel is towards one of side of plane, outside
The opening direction of thin-walled C-shaped steel centre keel is rolled up towards another side of plane；Outer volume thin-walled C-shaped steel centre keel and involute thin-walled
C-type steel connection centre keel connect that keel are vertical to be connected with the involute thin-walled C-shaped steel top beam of top horizontal respectively, and divides equally simultaneously
It does not connect that keel are vertical to be connected with the involute thin-walled C-shaped steel bottom beam of bottom level；It is involute thin-walled C-shaped steel top beam connection keel, interior
The opening of volume thin-walled C-shaped steel bottom beam connection keel is consistent towards the opening direction for connecting centre keel with involute thin-walled C-shaped steel；
Two light steelframe connect rough ground and bottom beam connection rough ground connection with horizontal rough ground, top beam respectively, horizontal
Rough ground, that top beam connection rough ground connect rough ground with bottom beam is horizontal, and top beam connection rough ground is located at top, and bottom beam connects wooden
Keel are located at bottom, connect in top beam and are uniformly distributed multiple horizontal rough grounds between rough ground and bottom beam connection rough ground；
Involute thin-walled C-shaped steel top beam connection keel, involute thin-walled C-shaped steel bottom beam connection keel, involute thin-walled C-shaped steel connection
Centre keel is all made of involute thin-walled C-shaped steel；Outer volume thin-walled C-shaped steel centre keel uses outer volume thin-walled C-shaped steel；
The plane that two light steelframe is connected with horizontal rough ground, top beam where rough ground connects rough ground with bottom beam is symmetrical,
The opening direction of outer volume thin-walled C-shaped steel centre keel is opposite, involute thin-walled C-shaped steel top beam connection keel, involute thin-walled C-shaped steel bottom beam
The opening direction that connection keel connect centre keel with involute thin-walled C-shaped steel is opposite；Outer volume thin-walled C-shaped steel centre keel and byatt dragon
Bone, top beam connection rough ground, bottom beam connection rough ground roll up connection at the outer crimping of thin-walled C-shaped steel outside respectively；Involute thin-walled C
Fashioned iron connection centre keel connect rough ground with horizontal rough ground, top beam, bottom beam connection rough ground rolls up thin-walled C-shaped steel inside respectively
Inside connection；Involute thin-walled C-shaped steel top beam connection keel connect rough ground connection with top beam, and involute thin-walled C-shaped steel bottom beam connects
Building sequence bone connect rough ground connection with bottom beam, and bridge cut-off connects the bolt inside connection of volume thin-walled C-shaped steel inside respectively；
Rough ground, horizontal rough ground, bottom beam, which are connected, in top beam connects filling center insulation board between rough ground；It rolls up outside thin
Two are filled between wall C-type steel centre keel and involute thin-walled C-shaped steel connection centre keel, and between outer volume thin-walled C-shaped steel centre keel
Side insulation board；
Top beam connects rough ground, the width of bottom beam connection rough ground is byatt keel siding 1.5 ~ 2 times.
Further, the bridge cut-off connection bolt is the low nonmetallic bolt of thermal coefficient, is replaced when using metallic screw
When, after applying nail, the metallic screw of two sides is applied nail position and is not overlapped.
The utility model has the beneficial effects that
The effect and advantage of the utility model are that overall stiffness is big, can effectively prevent wallboard and flat out-of-plane buckling occurs, avoid
Structure overall collapse, and the security performance of light steel house can be obviously improved.Offer industrialized level has been provided, load-bearing has been protected
Warm integrated wallboard carries out big component, integration production and processing.Heat preservation and construction are taken into account, has not only cut off heat bridge, but also construct
Also simple and convenient.In short, this be clear a kind of good integrity, power transmission, simple structure, it is safe and reliable, save material and construction party
Just light steel cork wood composite structure load bearing heat preserving wallboard, can be effectively solved stress, cost and construction of timber structure node etc.
Problem.The integrated height of connector, heat insulation effect is good, endurance quality is good, bearing capacity is high, easy for construction, good economical benefit, avoids
Complex operations in work progress, are greatly reduced cost.
Detailed description of the invention
The schematic elevation view of Fig. 1 thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node.
Fig. 2 is the schematic elevation view of light steel cork wood composite structure load bearing heat preserving wallboard.
Fig. 3 is light steel cork wood composite structure load bearing heat preserving wallboard schematic side view.
Fig. 4 is the A-A diagrammatic cross-section of Fig. 3.
Fig. 5 is the B-B diagrammatic cross-section of Fig. 3.
Fig. 6 is light steel cork wood bearing structural system schematic elevation view.
Fig. 7 is light steel cork wood bearing structural system schematic side view.
Fig. 8 is the C-C diagrammatic cross-section of Fig. 6.
Fig. 9 is light steelframe schematic elevation view.
Figure 10 is light steelframe schematic side view.
Figure 11 is the D-D diagrammatic cross-section of Fig. 9.
In figure, 1 is light steel cork wood composite structure load bearing heat preserving wallboard；2 be bottom entirety wooden frame；3 be top layer entirety wooden frame；
4 be nail；5 be bolt；
1-1 is that involute thin-walled C-shaped steel top beam connects keel；1-2 is that involute thin-walled C-shaped steel bottom beam connects keel；1-3 is outer
Roll up thin-walled C-shaped steel centre keel；1-4 is that involute thin-walled C-shaped steel connects centre keel；1-5 is horizontal rough ground；1-6 is top beam connection
Rough ground；1-7 is that bottom beam connects rough ground；1-8 is two sides insulation board；1-9 is center insulation board；1-10 is that bridge cut-off connects spiral shell
Bolt；1-11 is light steel cork wood bearing structural system；1-12 is light steelframe.
Specific embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment 1: as shown in Fig. 1 ~ 11, thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, including
Light steel cork wood composite structure load bearing heat preserving wallboard 1, bottom entirety wooden frame 2, top layer entirety wooden frame 3, nail 4, bolt 5；
Bottom is straight bottom entirety wooden frame 2, and two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1 is vertically placed to
On bottom entirety wooden frame 2, connected using nail 4 from the involute thin-walled C-shaped steel bottom beam of light steel cork wood composite structure load bearing heat preserving wallboard 1
Nail is applied to bottom entirety wooden frame 2 in keel 1-2；
Top layer entirety wooden frame 3 is arranged in the top of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, using nail 4 from light
It is applied in the involute thin-walled C-shaped steel top beam connection keel 1-1 of steel cork wood composite structure load bearing heat preserving wallboard 1 to top layer entirety wooden frame 3
Nail；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, using bolt 5 by the curls inward of two sides
Thin-walled C-shaped steel connects centre keel 1-4 connection；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, bottom entirety wooden frame 2 and top layer are whole
Body wooden frame 3 is continuous.
The light steel cork wood composite structure load bearing heat preserving wallboard 1 includes involute thin-walled C-shaped steel top beam connection keel 1-1, interior
Roll up thin-walled C-shaped steel bottom beam connection keel 1-2, outer volume thin-walled C-shaped steel centre keel 1-3, involute thin-walled C-shaped steel connection centre keel 1-4,
Horizontal rough ground 1-5, top beam connection rough ground 1-6, bottom beam connect rough ground 1-7, two sides insulation board 1-8, center insulation board 1-
9, bridge cut-off connects bolt 1-10, light steel cork wood bearing structural system 1-11, light steelframe 1-12；
The both ends of light steelframe 1-12 are that vertical involute thin-walled C-shaped steel connects centre keel 1-4, are connected in involute thin-walled C-shaped steel
It connects and is uniformly distributed multiple outer volume thin-walled C-shaped steel centre keel 1-3 between centre keel 1-4, outer volume thin-walled C-shaped steel centre keel 1-3 and interior
Roll up thin-walled C-shaped steel connection centre keel 1-4 in the same plane；The opening direction court of involute thin-walled C-shaped steel connection centre keel 1-4
To one of side of plane, the opening direction of outer volume thin-walled C-shaped steel centre keel 1-3 is towards another side of plane；Outside
Roll up thin-walled C-shaped steel centre keel 1-3 and involute thin-walled C-shaped steel connect centre keel 1-4 respectively with the involute thin-walled c-type of top horizontal
Steel cap connection keel 1-1 is vertically connected, and connect keel 1- with the involute thin-walled C-shaped steel bottom beam of bottom level respectively simultaneously
2 vertical connections；The opening direction of involute thin-walled C-shaped steel top beam connection keel 1-1, involute thin-walled C-shaped steel bottom beam connection keel 1-2
The opening of centre keel 1-4 is connect with involute thin-walled C-shaped steel towards unanimously；
Steelframe 1-12 two light connect rough ground 1-6 and bottom beam connection rough ground with horizontal rough ground 1-5, top beam respectively
1-7 connection, horizontal rough ground 1-5, that top beam connection rough ground 1-6 connect rough ground 1-7 with bottom beam is horizontal, and top beam connection wood is imperial
Bone 1-6 is located at top, and bottom beam connection rough ground 1-7 is located at bottom, and rough ground 1- is connected with bottom beam in top beam connection rough ground 1-6
Multiple horizontal rough ground 1-5 are uniformly distributed between 7；
Involute thin-walled C-shaped steel top beam connection keel 1-1, involute thin-walled C-shaped steel bottom beam connection keel 1-2, involute thin-walled c-type
Steel connection centre keel 1-4 is all made of involute thin-walled C-shaped steel；Outer volume thin-walled C-shaped steel centre keel 1-3 uses outer volume thin-walled C-shaped steel；
Steelframe 1-12 two light connects rough ground 1-7 institute with bottom beam with horizontal rough ground 1-5, top beam connection rough ground 1-6
Plane it is symmetrical, the opening direction of outer volume thin-walled C-shaped steel centre keel 1-3 is opposite, and involute thin-walled C-shaped steel top beam connects keel 1-
1, the opening direction that involute thin-walled C-shaped steel bottom beam connection keel 1-2 connects centre keel 1-4 with involute thin-walled C-shaped steel is opposite；Outer volume
Thin-walled C-shaped steel centre keel 1-3 connect rough ground 1-6 with horizontal rough ground 1-5, top beam, bottom beam connection rough ground 1-7 exists respectively
It is connected at the outer crimping of outer volume thin-walled C-shaped steel；Involute thin-walled C-shaped steel connection centre keel 1-4 and horizontal rough ground 1-5, top beam connect
Grafting keel 1-6, bottom beam connection rough ground the 1-7 inside connection of volume thin-walled C-shaped steel inside respectively；Involute thin-walled C-shaped steel top
Beam connection keel 1-1 connect rough ground 1-6 connection with top beam, and involute thin-walled C-shaped steel bottom beam connection keel 1-2 is connect with bottom beam
Rough ground 1-7 connection, bridge cut-off connect the bolt 1-10 inside connection of volume thin-walled C-shaped steel inside respectively；
Rough ground 1-6, horizontal rough ground 1-5, bottom beam, which are connected, in top beam connects filling center insulation board between rough ground 1-7
1-9；It is rolled up between thin-walled C-shaped steel centre keel 1-3 and involute thin-walled C-shaped steel connection centre keel 1-4 outside, and outer volume thin-walled c-type
Insulation board 1-8 in two sides is filled between steel centre keel 1-3；
Top beam connects rough ground 1-6, the width of bottom beam connection rough ground 1-7 is horizontal rough ground 1-5 width 1.5 times.
The cross section of the curls inward thin-walled C-shaped steel is C-shaped, and to curls inward, end is opposite for two ends.
The cross section of the outer volume thin-walled C-shaped steel is C-shaped, and two ends are rolled up outward, and end is opposite.
The bridge cut-off connection bolt 1-10 is that the low nonmetallic bolt of thermal coefficient is applied when using metallic screw replacement
After nail, the metallic screw of two sides is applied nail position and is not overlapped.
Embodiment 2: as shown in Fig. 1 ~ 11, thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, including
Light steel cork wood composite structure load bearing heat preserving wallboard 1, bottom entirety wooden frame 2, top layer entirety wooden frame 3, nail 4, bolt 5；
Bottom is straight bottom entirety wooden frame 2, and two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1 is vertically placed to
On bottom entirety wooden frame 2, connected using nail 4 from the involute thin-walled C-shaped steel bottom beam of light steel cork wood composite structure load bearing heat preserving wallboard 1
Nail is applied to bottom entirety wooden frame 2 in keel 1-2；
Top layer entirety wooden frame 3 is arranged in the top of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, using nail 4 from light
It is applied in the involute thin-walled C-shaped steel top beam connection keel 1-1 of steel cork wood composite structure load bearing heat preserving wallboard 1 to top layer entirety wooden frame 3
Nail；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, using bolt 5 by the curls inward of two sides
Thin-walled C-shaped steel connects centre keel 1-4 connection；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, bottom entirety wooden frame 2 and top layer are whole
Body wooden frame 3 is continuous.
The light steel cork wood composite structure load bearing heat preserving wallboard 1 includes involute thin-walled C-shaped steel top beam connection keel 1-1, interior
Roll up thin-walled C-shaped steel bottom beam connection keel 1-2, outer volume thin-walled C-shaped steel centre keel 1-3, involute thin-walled C-shaped steel connection centre keel 1-4,
Horizontal rough ground 1-5, top beam connection rough ground 1-6, bottom beam connect rough ground 1-7, two sides insulation board 1-8, center insulation board 1-
9, bridge cut-off connects bolt 1-10, light steel cork wood bearing structural system 1-11, light steelframe 1-12；
The both ends of light steelframe 1-12 are that vertical involute thin-walled C-shaped steel connects centre keel 1-4, are connected in involute thin-walled C-shaped steel
It connects and is uniformly distributed multiple outer volume thin-walled C-shaped steel centre keel 1-3 between centre keel 1-4, outer volume thin-walled C-shaped steel centre keel 1-3 and interior
Roll up thin-walled C-shaped steel connection centre keel 1-4 in the same plane；The opening direction court of involute thin-walled C-shaped steel connection centre keel 1-4
To one of side of plane, the opening direction of outer volume thin-walled C-shaped steel centre keel 1-3 is towards another side of plane；Outside
Roll up thin-walled C-shaped steel centre keel 1-3 and involute thin-walled C-shaped steel connect centre keel 1-4 respectively with the involute thin-walled c-type of top horizontal
Steel cap connection keel 1-1 is vertically connected, and connect keel 1- with the involute thin-walled C-shaped steel bottom beam of bottom level respectively simultaneously
2 vertical connections；The opening direction of involute thin-walled C-shaped steel top beam connection keel 1-1, involute thin-walled C-shaped steel bottom beam connection keel 1-2
The opening of centre keel 1-4 is connect with involute thin-walled C-shaped steel towards unanimously；
Steelframe 1-12 two light connect rough ground 1-6 and bottom beam connection rough ground with horizontal rough ground 1-5, top beam respectively
1-7 connection, horizontal rough ground 1-5, that top beam connection rough ground 1-6 connect rough ground 1-7 with bottom beam is horizontal, and top beam connection wood is imperial
Bone 1-6 is located at top, and bottom beam connection rough ground 1-7 is located at bottom, and rough ground 1- is connected with bottom beam in top beam connection rough ground 1-6
Multiple horizontal rough ground 1-5 are uniformly distributed between 7；
Involute thin-walled C-shaped steel top beam connection keel 1-1, involute thin-walled C-shaped steel bottom beam connection keel 1-2, involute thin-walled c-type
Steel connection centre keel 1-4 is all made of involute thin-walled C-shaped steel；Outer volume thin-walled C-shaped steel centre keel 1-3 uses outer volume thin-walled C-shaped steel；
Steelframe 1-12 two light connects rough ground 1-7 institute with bottom beam with horizontal rough ground 1-5, top beam connection rough ground 1-6
Plane it is symmetrical, the opening direction of outer volume thin-walled C-shaped steel centre keel 1-3 is opposite, and involute thin-walled C-shaped steel top beam connects keel 1-
1, the opening direction that involute thin-walled C-shaped steel bottom beam connection keel 1-2 connects centre keel 1-4 with involute thin-walled C-shaped steel is opposite；Outer volume
Thin-walled C-shaped steel centre keel 1-3 connect rough ground 1-6 with horizontal rough ground 1-5, top beam, bottom beam connection rough ground 1-7 exists respectively
It is connected at the outer crimping of outer volume thin-walled C-shaped steel；Involute thin-walled C-shaped steel connection centre keel 1-4 and horizontal rough ground 1-5, top beam connect
Grafting keel 1-6, bottom beam connection rough ground the 1-7 inside connection of volume thin-walled C-shaped steel inside respectively；Involute thin-walled C-shaped steel top
Beam connection keel 1-1 connect rough ground 1-6 connection with top beam, and involute thin-walled C-shaped steel bottom beam connection keel 1-2 is connect with bottom beam
Rough ground 1-7 connection, bridge cut-off connect the bolt 1-10 inside connection of volume thin-walled C-shaped steel inside respectively；
Rough ground 1-6, horizontal rough ground 1-5, bottom beam, which are connected, in top beam connects filling center insulation board between rough ground 1-7
1-9；It is rolled up between thin-walled C-shaped steel centre keel 1-3 and involute thin-walled C-shaped steel connection centre keel 1-4 outside, and outer volume thin-walled c-type
Insulation board 1-8 in two sides is filled between steel centre keel 1-3；
Top beam connects rough ground 1-6, the width of bottom beam connection rough ground 1-7 is horizontal rough ground 1-5 width 2 times.
The cross section of the curls inward thin-walled C-shaped steel is C-shaped, and to curls inward, end is opposite for two ends.
The cross section of the outer volume thin-walled C-shaped steel is C-shaped, and two ends are rolled up outward, and end is opposite.
The bridge cut-off connection bolt 1-10 is that the low nonmetallic bolt of thermal coefficient is applied when using metallic screw replacement
After nail, the metallic screw of two sides is applied nail position and is not overlapped.
Embodiment 3: as shown in Fig. 1 ~ 11, thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, including
Light steel cork wood composite structure load bearing heat preserving wallboard 1, bottom entirety wooden frame 2, top layer entirety wooden frame 3, nail 4, bolt 5；
Bottom is straight bottom entirety wooden frame 2, and two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1 is vertically placed to
On bottom entirety wooden frame 2, connected using nail 4 from the involute thin-walled C-shaped steel bottom beam of light steel cork wood composite structure load bearing heat preserving wallboard 1
Nail is applied to bottom entirety wooden frame 2 in keel 1-2；
Top layer entirety wooden frame 3 is arranged in the top of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, using nail 4 from light
It is applied in the involute thin-walled C-shaped steel top beam connection keel 1-1 of steel cork wood composite structure load bearing heat preserving wallboard 1 to top layer entirety wooden frame 3
Nail；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, using bolt 5 by the curls inward of two sides
Thin-walled C-shaped steel connects centre keel 1-4 connection；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard 1, bottom entirety wooden frame 2 and top layer are whole
Body wooden frame 3 is continuous.
The light steel cork wood composite structure load bearing heat preserving wallboard 1 includes involute thin-walled C-shaped steel top beam connection keel 1-1, interior
Roll up thin-walled C-shaped steel bottom beam connection keel 1-2, outer volume thin-walled C-shaped steel centre keel 1-3, involute thin-walled C-shaped steel connection centre keel 1-4,
Horizontal rough ground 1-5, top beam connection rough ground 1-6, bottom beam connect rough ground 1-7, two sides insulation board 1-8, center insulation board 1-
9, bridge cut-off connects bolt 1-10, light steel cork wood bearing structural system 1-11, light steelframe 1-12；
The both ends of light steelframe 1-12 are that vertical involute thin-walled C-shaped steel connects centre keel 1-4, are connected in involute thin-walled C-shaped steel
It connects and is uniformly distributed multiple outer volume thin-walled C-shaped steel centre keel 1-3 between centre keel 1-4, outer volume thin-walled C-shaped steel centre keel 1-3 and interior
Roll up thin-walled C-shaped steel connection centre keel 1-4 in the same plane；The opening direction court of involute thin-walled C-shaped steel connection centre keel 1-4
To one of side of plane, the opening direction of outer volume thin-walled C-shaped steel centre keel 1-3 is towards another side of plane；Outside
Roll up thin-walled C-shaped steel centre keel 1-3 and involute thin-walled C-shaped steel connect centre keel 1-4 respectively with the involute thin-walled c-type of top horizontal
Steel cap connection keel 1-1 is vertically connected, and connect keel 1- with the involute thin-walled C-shaped steel bottom beam of bottom level respectively simultaneously
2 vertical connections；The opening direction of involute thin-walled C-shaped steel top beam connection keel 1-1, involute thin-walled C-shaped steel bottom beam connection keel 1-2
The opening of centre keel 1-4 is connect with involute thin-walled C-shaped steel towards unanimously；
Steelframe 1-12 two light connect rough ground 1-6 and bottom beam connection rough ground with horizontal rough ground 1-5, top beam respectively
1-7 connection, horizontal rough ground 1-5, that top beam connection rough ground 1-6 connect rough ground 1-7 with bottom beam is horizontal, and top beam connection wood is imperial
Bone 1-6 is located at top, and bottom beam connection rough ground 1-7 is located at bottom, and rough ground 1- is connected with bottom beam in top beam connection rough ground 1-6
Multiple horizontal rough ground 1-5 are uniformly distributed between 7；
Involute thin-walled C-shaped steel top beam connection keel 1-1, involute thin-walled C-shaped steel bottom beam connection keel 1-2, involute thin-walled c-type
Steel connection centre keel 1-4 is all made of involute thin-walled C-shaped steel；Outer volume thin-walled C-shaped steel centre keel 1-3 uses outer volume thin-walled C-shaped steel；
Steelframe 1-12 two light connects rough ground 1-7 institute with bottom beam with horizontal rough ground 1-5, top beam connection rough ground 1-6
Plane it is symmetrical, the opening direction of outer volume thin-walled C-shaped steel centre keel 1-3 is opposite, and involute thin-walled C-shaped steel top beam connects keel 1-
1, the opening direction that involute thin-walled C-shaped steel bottom beam connection keel 1-2 connects centre keel 1-4 with involute thin-walled C-shaped steel is opposite；Outer volume
Thin-walled C-shaped steel centre keel 1-3 connect rough ground 1-6 with horizontal rough ground 1-5, top beam, bottom beam connection rough ground 1-7 exists respectively
It is connected at the outer crimping of outer volume thin-walled C-shaped steel；Involute thin-walled C-shaped steel connection centre keel 1-4 and horizontal rough ground 1-5, top beam connect
Grafting keel 1-6, bottom beam connection rough ground the 1-7 inside connection of volume thin-walled C-shaped steel inside respectively；Involute thin-walled C-shaped steel top
Beam connection keel 1-1 connect rough ground 1-6 connection with top beam, and involute thin-walled C-shaped steel bottom beam connection keel 1-2 is connect with bottom beam
Rough ground 1-7 connection, bridge cut-off connect the bolt 1-10 inside connection of volume thin-walled C-shaped steel inside respectively；
Rough ground 1-6, horizontal rough ground 1-5, bottom beam, which are connected, in top beam connects filling center insulation board between rough ground 1-7
1-9；It is rolled up between thin-walled C-shaped steel centre keel 1-3 and involute thin-walled C-shaped steel connection centre keel 1-4 outside, and outer volume thin-walled c-type
Insulation board 1-8 in two sides is filled between steel centre keel 1-3；
Top beam connects rough ground 1-6, the width of bottom beam connection rough ground 1-7 is horizontal rough ground 1-5 width 1.75 times.
The cross section of the curls inward thin-walled C-shaped steel is C-shaped, and to curls inward, end is opposite for two ends.
The cross section of the outer volume thin-walled C-shaped steel is C-shaped, and two ends are rolled up outward, and end is opposite.
The bridge cut-off connection bolt 1-10 is that the low nonmetallic bolt of thermal coefficient is applied when using metallic screw replacement
After nail, the metallic screw of two sides is applied nail position and is not overlapped.
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 (3)
1. thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, including light steel cork wood composite structure load-bearing are protected
Warm wallboard (1), bottom entirety wooden frame (2), top layer entirety wooden frame (3), nail (4), bolt (5), it is characterised in that:
Bottom is straight bottom entirety wooden frame (2), and two pieces light steel cork wood composite structure load bearing heat preserving wallboard (1) is vertically placed to
On bottom entirety wooden frame (2), using the involute thin-walled C-shaped steel bottom of nail (4) Cong Qinggang cork wood composite structure load bearing heat preserving wallboard (1)
Beam connects in keel (1-2) to bottom entirety wooden frame (2) Shi Ding；
Top layer entirety wooden frame (3) are arranged in the top of two pieces light steel cork wood composite structure load bearing heat preserving wallboard (1), using nail (4) from
To the whole wood of top layer in involute thin-walled C-shaped steel top beam connection keel (1-1) of light steel cork wood composite structure load bearing heat preserving wallboard (1)
Beam (3) Shi Ding；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard (1), using bolt (5) by the curls inward of two sides
Thin-walled C-shaped steel connects centre keel (1-4) connection；
At the vertical seam of two pieces light steel cork wood composite structure load bearing heat preserving wallboard (1), bottom entirety wooden frame (2) and top layer are whole
Body wooden frame (3) is continuous.
2. thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, feature exist according to claim 1
In: the light steel cork wood composite structure load bearing heat preserving wallboard (1) includes involute thin-walled C-shaped steel top beam connection keel (1-1), curls inward
Thin-walled C-shaped steel bottom beam connects keel (1-2), outer volume thin-walled C-shaped steel centre keel (1-3), involute thin-walled C-shaped steel connection centre keel
(1-4), horizontal rough ground (1-5), top beam connection rough ground (1-6), bottom beam connect rough ground (1-7), two sides insulation board (1-
8), center insulation board (1-9), bridge cut-off connect bolt (1-10), light steel cork wood bearing structural system (1-11), light steelframe (1-
12),
The both ends of light steelframe (1-12) are that vertical involute thin-walled C-shaped steel connects centre keel (1-4), are connected in involute thin-walled C-shaped steel
It connects and is uniformly distributed multiple outer volume thin-walled C-shaped steel centre keels (1-3), outer volume thin-walled C-shaped steel centre keel (1- between centre keel (1-4)
3) centre keel (1-4) is connected in the same plane with curls inward thin-walled C-shaped steel；Involute thin-walled C-shaped steel connection centre keel (1-4)
Opening direction is towards one of side of plane, and the opening direction of outer volume thin-walled C-shaped steel centre keel (1-3) is towards the another of plane
One side；Outer volume thin-walled C-shaped steel centre keel (1-3) and involute thin-walled C-shaped steel connection centre keel (1-4) respectively with top water
Flat involute thin-walled C-shaped steel top beam connection keel (1-1) vertically connects, and simultaneously respectively with the involute thin-walled C of bottom level
Fashioned iron bottom beam connects keel (1-2) and vertically connects；Involute thin-walled C-shaped steel top beam connection keel (1-1), involute thin-walled C-shaped steel bottom
The opening of beam connection keel (1-2) is consistent towards the opening direction for connecting centre keel (1-4) with involute thin-walled C-shaped steel；
Two light steelframe (1-12) connect rough ground (1-6) and bottom beam connection wood dragon with horizontal rough ground (1-5), top beam respectively
Bone (1-7) connection, horizontal rough ground (1-5), top beam connection rough ground (1-6) connect rough ground (1-7) level, top with bottom beam
Beam connection rough ground (1-6) is located at top, and bottom beam connection rough ground (1-7) is located at bottom, top beam connect rough ground (1-6) and
Multiple horizontal rough grounds (1-5) are uniformly distributed between bottom beam connection rough ground (1-7)；
Involute thin-walled C-shaped steel top beam connection keel (1-1), involute thin-walled C-shaped steel bottom beam connection keel (1-2), involute thin-walled c-type
Steel connection centre keel (1-4) is all made of involute thin-walled C-shaped steel；Outer volume thin-walled C-shaped steel centre keel (1-3) uses outer volume thin-walled c-type
Steel；
Two light steelframe (1-12) connects rough ground (1- with bottom beam with horizontal rough ground (1-5), top beam connection rough ground (1-6)
7) plane where is symmetrical, and the opening direction of outer volume thin-walled C-shaped steel centre keel (1-3) is opposite, involute thin-walled C-shaped steel top beam connection
Keel (1-1), involute thin-walled C-shaped steel bottom beam connection keel (1-2) connect the opening of centre keel (1-4) with involute thin-walled C-shaped steel
Direction is opposite；Outer volume thin-walled C-shaped steel centre keel (1-3) connect rough ground (1-6) with horizontal rough ground (1-5), top beam, bottom beam connects
Grafting keel (1-7) roll up connection at the outer crimping of thin-walled C-shaped steel outside respectively；Involute thin-walled C-shaped steel connects centre keel (1-4)
Rough ground (1-6) is connect with horizontal rough ground (1-5), top beam, thin-walled c-type is rolled up in bottom beam connection rough ground (1-7) inside respectively
The inside of steel connects；Involute thin-walled C-shaped steel top beam connection keel (1-1) connect rough ground (1-6) connection, involute thin-walled with top beam
C-type steel bottom beam connection keel (1-2) connect rough ground (1-7) connection with bottom beam, and bridge cut-off connection bolt (1-10) exists respectively
The inside of involute thin-walled C-shaped steel connects；
Filling center is kept the temperature between top beam connection rough ground (1-6), horizontal rough ground (1-5), bottom beam connection rough ground (1-7)
Plate (1-9)；It is rolled up between thin-walled C-shaped steel centre keel (1-3) and involute thin-walled C-shaped steel connection centre keel (1-4) outside, and outer volume
Two sides insulation board (1-8) is filled between thin-walled C-shaped steel centre keel (1-3)；
Top beam connects rough ground (1-6), the width of bottom beam connection rough ground (1-7) is the 1.5 ~ 2 of horizontal rough ground (1-5) width
Times.
3. thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node, feature exist according to claim 2
In: bridge cut-off connection bolt (1-10) is the low nonmetallic bolt of thermal coefficient, when using metallic screw replacement, Shi Ding
Afterwards, the metallic screw of two sides is applied nail position and is not overlapped.
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| CN201821665479.0U CN208981631U (en) | 2018-10-15 | 2018-10-15 | Thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard linear type node |
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