CN207469591U - Steel and wood composite structure load bearing heat preserving wallboard - Google Patents
Steel and wood composite structure load bearing heat preserving wallboard Download PDFInfo
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- CN207469591U CN207469591U CN201721367526.9U CN201721367526U CN207469591U CN 207469591 U CN207469591 U CN 207469591U CN 201721367526 U CN201721367526 U CN 201721367526U CN 207469591 U CN207469591 U CN 207469591U
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Abstract
The utility model is related to a kind of steel and wood composite structure load bearing heat preserving wallboards, belong to technical field of buildings.Including empty slot in empty slot in empty slot in top girder steel, bottom steel beam, frame steel column, wooden wall column, lightweight concrete, column, underbeam and upper beam；Girder steel, bottom steel beam, frame steel column are pushed up using lightweight I-beam, and the web of lightweight I-beam is consistent with wallboard plane；Side indoors, top girder steel, bottom steel beam, frame steel column, wooden wall column, lightweight concrete flush, empty slot in column are formed in frame steel column, forms empty slot in underbeam inside, and empty slot in upper beam is formed in the girder steel of top.In outdoor side, wooden wall column and lightweight concrete flush.The utility model overall stiffness is big, power transmission clearly, simple structure, it is safe and reliable, save material, be easy for construction, it can effectively prevent wallboard and flat out-of-plane buckling occur, it is obviously improved the security performance of light steel house, industrialized level is promoted, realizes and big component, integration production and processing is carried out to load bearing heat preserving integrated wallboard.
Description
Technical field
The utility model belongs to technical field of buildings, more particularly to a kind of steel and wood composite structure load bearing heat preserving wallboard.
Background technology
According to statistics, construction industry consumes about 50% energy on the earth, 42% water resource, 50% material and 48%
Arable land.Cause disruption of ecological balance, produce the whole world 24% air pollution, 50% greenhouse effects, 40% pollution of waterhead and
50% chlorofluorocarbons etc..
Green building is curbed environmental pollution in China, energy-saving and emission-reduction, adjustment the industrial structure in terms of play vital work
With.Past China 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.
For this reason, it is necessary to carry out systematic research and development for timber structure green building and its industrialization, make China's building production
Industry really realizes the green, recyclable, sustainable of overall process.
Ancient and modern timber buildings start to gradually return to the arena theatre of construction industry, and mainly timber structure is built
It builds with advantages such as huge sustainable developments：1. green：Forest often grows one cubic metre of timber, the titanium dioxide caning absorb in air
About 850 kilograms of carbon.And one cubic metre of steel 12 tons of carbon dioxide of discharge is produced, a cubic meter of concrete 3 tons of carbon dioxide of discharge.
In addition, containing a large amount of polyphenol powde and it is referred to as the vitaminic anion of air in timber buildings room air, beneficial to people
It is physically and mentally healthy.It is 2. energy saving：The properties of heat preservation and energy saving of wooden frame structure is better than any other structure type.The insulation value of timber is than mixed
Solidifying soil is 16 times high, 400 times higher than steel, 1600 times higher than aluminium.3. environmental protection：Timber be naturally can growth material, steel are to water
Damage ratio timber it is 120 times big.4. anti-seismic performance：Timber structure has superior flexibility, good ductility and energy dissipation capacity.I.e.
Make strong earthquake that whole building be made to be detached from its basis, structure is also often intact.Timber structure toughness is big, and moment is rushed
Hitting load and Cyclic fatigue destruction has very strong resistivity, has best shock resistance in all structures, this point exists
Many big earthquake centres are fully proved.5. durability：Timber is the strong material of a kind of stabilization, long lifespan, durability.China is many
More ancient times Wood constructions experienced the hardships precipitation of more than one thousand years, still stand erect.External a large amount of wooden houses, are used for hundreds of
Year, it still plays and preferably uses function.6. fire resistance：The timber structure of flame retardant treatment has charing effect, low conductivity
Effectively flame can be prevented inwardly to spread, so as to ensure that entire timber structure is not damaged within some time.7. flexible design, use
Rate is high：Compared with steel construction, concrete structure and masonry structure, the type of attachment of timber structure is the most various, and space layout is the most
Flexibly, utilization rate highest.8. it constructs：The construction period of timber structure is most short, and weatherproof, can apply any time
Work.
Timber buildings not only have huge sustainable development advantage, and with enormous industrial advantage：1. assemble rate
It is 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 far above concrete structure.4. processing cost is low：Wood structures without mold, pour and conserve,
It processes time saving, saving of labor, save money.5. high precision machining：Timber structure process is using lathe program control operation, high precision machining.
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：Assembling
Concrete structure needs a large amount of wet construction, in contrast, the timber structure construction period can shorten several times.8. worker requires low：It is mixed
Xtah Crude Clay structure assembling needs large quantities of high-quality professional contingents, and a large amount of precisely operations are in the milk with cast-in-place, and especially a large amount of reinforcing bar connects
It connects, operation difficulty is big, and the installation operation of timber structure significantly simplifies.9. big component general assembly：Due to timber structure light weight, more
It is regular, therefore big component general assembly, industrialization degree higher may be used.
The combination collaboration of steel wood component easily forms rationally efficient new structural form；And the steel construction auxiliary of part, can have
The degree of freedom that the relieving timber structure form of effect itself is pioneered and invented.First, the innovation of modern steel wood composite construction form is shown
Flexibly with modern structure theoretical result and the combination based on different carrying systems, the mixing of comprehensive various structural advantages
And space structure.Further, since employing novel node, many traditional integrality performance of the structure are significantly improved, and are working as
It is also continued to introduce new in architectural creation, these structure types can not only solve the span that numerous traditional timber structures face and ask
Topic, but also bring the abundant form of expression of modern wood structure.
The rigidity of lightweight steel construction is small, is susceptible to flat out-of-plane buckling, and easy overall collapse, and due to keeping the temperature problem,
It is hardly formed modularization processing and fabricating.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of steel and wood composite structure load bearing heat preserving wall
Plate, mainly for exploitation good integrity, power transmission clearly, simple structure, it is safe and reliable, save material and steel wood group easy for construction
The problems such as closing structure load bearing heat preserving wallboard, can effectively solving the stress, cost and construction of timber structure node, can improve light
The overall stiffness of steel frame prevents it from flat out-of-plane buckling occurs, avoids structure overall collapse, improves the safety of light steel house
Energy.And industrialized level is promoted, realizes and big component, integration production and processing is carried out to load bearing heat preserving integrated wallboard.
To achieve these goals, the technical solution adopted in the utility model is as follows：
A kind of steel and wood composite structure load bearing heat preserving wallboard, mainly by top girder steel (1), bottom steel beam (2), frame steel column (3), wood
Wall column (4), lightweight concrete (5), empty slot (6) in column, empty slot (8) composition, the top in empty slot (7) and upper beam in underbeam
It pushes up girder steel (1) and bottom bottom steel beam (2) is horizontal, the height of bottom steel beam (2) is 0.5-1.0 times that pushes up girder steel (1) height, left and right
Both ends are respectively frame steel column (3), and top girder steel (1), bottom steel beam (2), frame steel column (3) use lightweight I-beam, and light-duty
The web of I-steel is consistent with wallboard plane；Multiple wooden wall columns (4) are set between frame steel column (3), on wooden wall column (4)
Under respectively with top girder steel (1), bottom steel beam (2) connect；The thickness of girder steel (1), bottom steel beam (2), frame steel column (3) is pushed up, i.e., gently
The edge of a wing thickness all same of type I-steel, and be 4th/3rd to five/4ths of wallboard thickness；The wood wall column (4)
Cross section is rectangle, and long side is vertical with metope, and long side is identical with the thickness of wallboard；In frame steel column (3) and wooden wall column
(4) it is one-piece casting lightweight concrete (5) between and between wooden wall column (4) and wooden wall column (4)；Side indoors, top
Girder steel (1), bottom steel beam (2), frame steel column (3), wooden wall column (4), lightweight concrete (5) flushes, at top girder steel (1), bottom
Lightweight concrete (5) is not poured in the rectangular channel that girder steel (2), the lightweight I-beam edge of a wing of frame steel column (3) and web surround,
Empty slot (6) in column is formed in frame steel column (3), empty slot (7) in underbeam is formed in bottom steel beam (2), is formed in top girder steel (1)
Empty slot (8) in upper beam；In outdoor side, top girder steel (1), bottom steel beam (2), frame steel column (3) the lightweight I-beam edge of a wing and
Pour lightweight concrete (5) in the rectangular channel that web surrounds, and between frame steel column (3) and wooden wall column (4), Yi Jimu
Lightweight concrete (5) one-piece casting between wall column (4) and wooden wall column (4), the exterior surface of wall wood wall in outdoor side
Bone column (4) and lightweight concrete (5) flush.
The beneficial effects of the utility model：
The effect and advantage of the utility model be overall stiffness big, good integrity, power transmission clearly, simple structure, safety can
The problems such as leaning on, save material, is easy for construction, can effectively solving the stress, cost and construction of timber structure node, effectively prevent
Flat out-of-plane buckling occurs for wallboard, avoids structure overall collapse, and can be obviously improved the security performance of light steel house, improves industry
Change level, realize load bearing heat preserving integrated wallboard and carry out big component, integration production and processing.Heat preservation and construction are taken into account, no
Heat bridge is only cut off, and it is also simple and convenient to construct.The rectangular channel that the lightweight I-beam edge of a wing of light steel frame and web surround is straight
It connects to connect between connection and wall-plate between wall-wall, the integrated laying of pipeline, integrated high, the heat preservation effect of connector can be used for
Fruit is good, endurance quality is good, high capacity, easy for construction, good economical benefit, avoids the complex operations in work progress, substantially
Reduce cost.
Description of the drawings
Fig. 1 is the indoor side elevational schematic view of the utility model steel and wood composite structure load bearing heat preserving wallboard.
Fig. 2 is the outdoor side elevational schematic view of the utility model steel and wood composite structure load bearing heat preserving wallboard.
Fig. 3 is the utility model Figure 1A-A diagrammatic cross-sections.
Fig. 4 is the utility model Figure 1B-B diagrammatic cross-sections.
In figure：1 is top girder steel；2 be bottom steel beam；3 be frame steel column；4 be wooden wall column；5 be lightweight concrete；6 be column
Interior empty slot；7 be empty slot in underbeam；8 be empty slot in upper beam.
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：As shown in Fig. 1 ~ 4, a kind of steel and wood composite structure load bearing heat preserving wallboard, mainly by top girder steel (1), bottom steel
Beam (2), frame steel column (3), wooden wall column (4), lightweight concrete (5), empty slot (6) in column, in underbeam in empty slot (7) and upper beam
Empty slot (8) forms；The top girder steel (1) and bottom steel beam (2) are horizontal, and the height of bottom steel beam (2) is top girder steel (1) height
0.5-1.0 times, left and right ends are respectively frame steel column (3), and top girder steel (1), bottom steel beam (2), frame steel column (3) are using light-duty
I-steel, and the web of lightweight I-beam is consistent with wallboard plane；Multiple wooden wall columns (4) are set between frame steel column (3),
Wooden wall column (4) respectively connect up and down with top girder steel (1), bottom steel beam (2)；Push up girder steel (1), bottom steel beam (2), frame steel column
(3) edge of a wing thickness all same of thickness, i.e. lightweight I-beam, and be 4th/3rd to five/4ths of wallboard thickness；Institute
The cross section for stating wooden wall column (4) is rectangle, and long side is vertical with metope, and long side is identical with wallboard thickness；In frame steel column
(3) it is one-piece casting lightweight concrete (5) between wooden wall column (4) and between wooden wall column (4) and wooden wall column (4)；
Side indoors, top girder steel (1), bottom steel beam (2), frame steel column (3), wooden wall column (4), lightweight concrete (5) flush,
Lightweight is not poured in the rectangular channel that top girder steel (1), bottom steel beam (2), the lightweight I-beam edge of a wing of frame steel column (3) and web surround
Concrete (5) forms empty slot (6) in column in frame steel column (3), and empty slot (7) in underbeam is formed in bottom steel beam (2), is being pushed up
Empty slot (8) in upper beam is formed in girder steel (1)；In outdoor side, top girder steel (1), bottom steel beam (2), frame steel column (3) it is light-duty
Pour lightweight concrete (5) in the rectangular channel that the I-steel edge of a wing and web surround, and in frame steel column (3) and wooden wall column
(4) lightweight concrete (5) one-piece casting between and between wooden wall column (4) and wooden wall column (4), in outdoor side
Exterior surface of wall wood wall column (4) and lightweight concrete (5) flush.
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, under the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (1)
1. a kind of steel and wood composite structure load bearing heat preserving wallboard, it is characterised in that：Mainly by top girder steel (1), bottom steel beam (2), frame
Steel column (3), wooden wall column (4), lightweight concrete (5), empty slot (6) in column, empty slot (8) group in empty slot (7) and upper beam in underbeam
Into；The top girder steel (1) and bottom steel beam (2) are horizontal, and the height of bottom steel beam (2) is 0.5 ~ 1.0 times that pushes up girder steel (1) height,
Left and right ends are respectively frame steel column (3), and top girder steel (1), bottom steel beam (2) and frame steel column (3) use lightweight I-beam, and
The web of lightweight I-beam is consistent with wallboard plane；Multiple wooden wall columns (4), wooden wall bone are set between the frame steel column (3)
Column (4) is respectively connect up and down with top girder steel (1), bottom steel beam (2)；Push up the thickness of girder steel (1), bottom steel beam (2) and frame steel column (3)
Degree, the i.e. edge of a wing thickness all same of lightweight I-beam, and be 4th/3rd to five/4ths of wallboard thickness；The wood wall bone
The cross section of column (4) is rectangle, and long side is vertical with metope, and long side is identical with the thickness of wallboard；In frame steel column (3) and wood
It is one-piece casting lightweight concrete (5) between wall column (4) and between wooden wall column (4) and wooden wall column (4)；Indoors
Side, top girder steel (1), bottom steel beam (2), frame steel column (3), wooden wall column (4), lightweight concrete (5) flushes, in top girder steel
(1), lightweight concrete is not poured in the rectangular channel that bottom steel beam (2), the lightweight I-beam edge of a wing of frame steel column (3) and web surround
(5), empty slot (6) in column is formed in frame steel column (3), empty slot (7) in underbeam is formed in bottom steel beam (2), in top girder steel (1)
Empty slot (8) in interior formation upper beam；In outdoor side, in the lightweight I-beam for pushing up girder steel (1), bottom steel beam (2), frame steel column (3)
Pour lightweight concrete (5) in the rectangular channel that the edge of a wing and web surround, and between frame steel column (3) and wooden wall column (4),
And lightweight concrete (5) one-piece casting between wooden wall column (4) and wooden wall column (4), the wall appearance in outdoor side
Face wood wall column (4) and lightweight concrete (5) flush.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721367526.9U CN207469591U (en) | 2017-10-23 | 2017-10-23 | Steel and wood composite structure load bearing heat preserving wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721367526.9U CN207469591U (en) | 2017-10-23 | 2017-10-23 | Steel and wood composite structure load bearing heat preserving wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207469591U true CN207469591U (en) | 2018-06-08 |
Family
ID=62264344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721367526.9U Withdrawn - After Issue CN207469591U (en) | 2017-10-23 | 2017-10-23 | Steel and wood composite structure load bearing heat preserving wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207469591U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842910A (en) * | 2018-09-04 | 2018-11-20 | 中冶建筑研究总院有限公司 | A kind of more limb steel columns of assembled-freely-supported concrete plate Housing Structure System and its construction method |
-
2017
- 2017-10-23 CN CN201721367526.9U patent/CN207469591U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842910A (en) * | 2018-09-04 | 2018-11-20 | 中冶建筑研究总院有限公司 | A kind of more limb steel columns of assembled-freely-supported concrete plate Housing Structure System and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180608 Effective date of abandoning: 20181129 |
|
| AV01 | Patent right actively abandoned |